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Home My WebLink About1000-143.-3-33.2 A D� KEY PLAN: Q` N� .xn ! FJPMorganChase E I THESE DRAWINGS ARE PREPARED TO COMPLY WITH THE RULES AND .. ___ PROPOSED BANK REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE. THE �,�� _ f �1 LL NOT ME DEEMED TO NULLIFY ANY PROPOSED ONE STORY PROVISIONS OF LOPROVISIONS OF ICAL, STATE, OR FEDERAL LAWS AND F2EGULATIONS. LL 1 �� SECTION 143 B OCK: 3 LOT{ 33.2 SLAB O N GRADE BUILDING CONSULTANTS CONTRACTOR'S OBLICsATIONS AND RESPONSIBILITIES- - y Q /� ❑ I. CONTRACTOR(S) AND THEIR RESPECTIVE SUBCONTRACTORS F25 AND j - - --- - - - - ------- SAVIK& MURRAY 10300 MAIN 1 /` I N 1 \O /` D CONSULTANTS SHALL BE RESPONSIBLE FOR ARRANGING AND , LLP SCHEDULING ALL REQUIRED VILLAGE, TOWN, CITY, COUNTY AND II - ❑ CONSULTING ENGINEERS STATE INSPECTIONS AND OBTAINING ALL APPROVALS/ SIGN OFFS __ _ ___ sTsMi2oTA e - sm.Es,floNRONxoRw,NEwroRRin]e MATTITUCK, NY 11952 AND SUBMIT THESE DOCUMENTS TO THE ARCHITECT/ENGINEER of __ _ _ VOICE:Vl.-0 -]115 -WWW SAVIRANOMURflgT.CINd-FqX.E31-1W-]MO RECORD. � F 2. CONTRACTOR SHALL CONSULT AND COORDINATE WITH THE rn� TOWN OF SOUTHOLD AND STATE AGENCIES FOR THE REQUIRED INSLL AS THE COUNTYECTIONS, V P UNICIPALITY'S BUILDING DEPAF2TMEN7 AS WE ! I N 1 C�ENERAL NOTES ABBREVIATIONS PLOT PLAN I oE� za 1. ALL WORK SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE GENERAL CONDITIONS OF THE CONTRACT A/C AIR CONDITIONING HDR HEADER SCALE: NOT TO SCALE ----�� FOR CONSTRUCTION AND THE REQUIREMENTS OF ALL APPROPRIATE PUBLIC AUTHORITY, REGULATORY AGENCIES, AC ACOUSTICAL HMW HARDWARE AND/OR LANDLORD. L 2. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, ftGULATIONS AND ORDERS ACC ACCESS HM HEIGHT OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORPIANCE OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS. ACT ACOUSTICAL TILE HP HIGH POINT 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS, APFROVALS, CONTROLLED ADD ADDENDUM HT HOLLOW METAL INSPECTIONS, AS WELL AS THEIR ASSOCIATED FEES, FOR ALL TRADES, EXCEPT WHERE 51-MINED AND AGREED ADJ ADJACENT HTG HEATING UPON ELSEWHERE. AFF ABOVE FINISH FLOOR HVAC HEATING VENTILATION 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING WITH BUILDING MANAGEMENT FOR ELEVATORS OR OTHER ALT ALTERNATE 4 AIR CONDITIONING COMMENTS: HOISTING FACILITIES FOR HANDLING MATERIALS AND REMOVAL OF DEMOLITION DEBRIS, ALUM ALUMINUM 5. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS THEREON AND TO DETERMINE THE IS ISOLATED GROUND EXTENT OF ALL FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT ACCORDANCE WITH THE ARCH ARCHITECT (URAL) IN INCH DATE DESCRIPTION CONTRACT DOCUMENTS. AWP ACCOUSTICAL WALL PANEL INSUL INSULATION (D) (ION) 07-24-08 ISSUED FOR REVIEW 6. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF THE LATEST CONTRACT DOCUMENTS INCLUDING ALL CHANGES AT THE BD BOARD JC JANITOR'S CL05ET 10-OS-OS FILED FOR SUBDIVISION JHE CO FOR THE USE LL THE ARCHITECT. BLDG BUILDING LAM LAMINATE (D) ARCHITECTURAL D ;4/_ U INCz LIST 7. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMMI5510N5 OF ALL HIS/HER BLK BLOCK LAV LAVATORY 7/1/09 ISSUED FOR SITE PLAN REVIEW EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, AND ALL OTHER PERSONS PERFORMING 50 BOTTOM OF LL LIVELOAD CJ' �'M'1�Ol L' ANY OF THE WORK FOR THE CONTRACTOR BRCS BEARING LP LOW POINT I I JJ--�� L-5 TS-1 TITLE SHEET AND GENERAL NOTES AS PER 5/15/09 COMMENTS S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE BRG BASEMENT MAX MAXIMUM AS-I ARCHITECTURAL SITE LIGHTING PLAN 1217/09 REVISED AS PER PB 11116109 COMMENTS PROPERTY, AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. CAB CABINET MECH MECHANICAL AI-03 FIRST FL. FURNITURE PLAN 9. DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY REMOVE ALL UNUSED MATERIAL, RUBBISH, EXISTING AI-05. ROOF PLAN 4 WALL SECTIONS AND DEBRIS FROM THE PROPERTY AND BROOM CLEAN DAILY. THE SITE AND PREMISES SHALL BE KEPT REASONABLY CB CATCH BASIN MFR (D) MANUFACTURE (R) (D) TO REMAIN A2-01 EXTERIOR ELEVATIONS CLEAN, NEAT AND ORDERLY TO THE SATISFACTION OF THE OWNER CCTV CLOSED CIRCUIT T.V. MIN MINIMUM EXISTING A2-02 EXTERIOR ELEVATIONS 10. THE CONTRACTOR SHALL CONTROL CLEANING OPERATIONS TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE CEM CEMENT MO MASONRY OPENING - CIIDI SITE DEMOLITION PLAN AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. TO BE REMOVED G CARPET FITL METAL C2.01 SITE GRADING AND DRAINAGE PLAN REVISIONS : II. ALL SLAB DRILLING AND CUTTING SHALL BE DONE AFTER NORMAL BUSINESS HOURS OR AS DIRECTED IN WRITING BY CI CAST IRON N NORtHC5.01 SITE ALIGNMENT AND STRIPING PLAN THE OWNER IIIIIIIII� PROPOSED GYP. BD. C4.01 SITE UTILITY PLAN REV. DATE DESCRIPTION ` 12. RELOCATION AND/OR INTERRUPTION OF ANY BUILDING UTILITIES INCLUDING, BUT NOT LIMITED TO STEAM, CONDENSATE GL CLOSET NIC NOT IN CONTRACT PARTITION C5.01 CIVIL DETAILS LINES, ELECTRICAL, PLUMBING, TELECOMMUNICATIONS, ETC., MUST BE COORDINATED WITH BUILDING MANAGEMENT AND CLG CEILING NO NUMBER C6.01 LANDSCAPE PLAN BE PERFORMED AFTER NORMAL BUSINESS HOURS, OR AS DIRECTED BY THE OWNER CLR CLEAR (ANCE) NOM NOMINAL PROPOSED LOW HEIGHT 0101 N.YSD.O.T. PLAN, NOTES 4 DETAILS 13. THE CONTRACTOR SHALL PROVIDE ALL 5LA5 OPENINGS TO COMPLETE THE GENERAL CON5TRUCTION, HVAC, PLUMBING, C.J. CONTROL JOINT NTS NOT TO SCALE GYP. BP. PARTITION SPRINKLER, ELECTRICAL AND ANY OTHER WORK REQUIRED BY THE CONTRACT DOCUMENTS. CMU CONCRETE MASONRY UNIT OA OVERALL j 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL CNTR COUNTER OC ON CENTER EXISTING DOOR TO REPORT ANY DISCREPANCIES AND/OR CONDITIONS WHICH WOULD INTERFERE WITH THE COMPLETION OF THE WORK TO COL COLUMN OH OVERHEAD THE ARCHITECT. COMMENCEMENT OF THE WORK SHALL SIGNIFY ACCEPTANCE OF ANY AND ALL JOBSITE CONDITIONS. CONC CONCRETE OPNG OPENING REMAIN 15. THE CONTRACTOR SHALL SUBMIT CUTS AND SAMPLES OF FINISHES FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING, CON5T CONSTRUCTION �. FABRICATION, OR COMMENCEMENT OF THE WORK. CORP CORRIDOR OPP OPPOSITE 16. WHEN "APPROVED EQUAL," "EQUAL TO", OR WHERE OTHER QUALIFYING TERMS ARE USED, SUBSTITUTIONS SHALL BE P PAINT EXISTING DOOR t CR CHAIR RAIL FRAME TO BE ' BASED SOLELY UPON THE REVIEW AND APPROVAL OF THE ARCHITECT. THE BURDEN OF PROOF THAT A PRODUCT OR CT CERAMIC TILE PL PLASTIC LAMINATE REMOVED SYSTEM MEETS OR EXCEEDS THAT WHICH WAS SPECIFIED LIES ENTIRELY ON THE CONTRACTOR DEMO DEMOLITION PIN PARTITION IT. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO SUBMISSION TO THE PVC POLYVINYL CHLORIDE CLIENT INFORMATION: ARCHITECT FOR H15 REVIEW, AND PRIOR TO THE COMMENCEMENT OF THE WORK. SUBMITTAL SHALL BE IN THE FORM OF DET DETAIL ONE (1) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP), THREE (3) 54W PRINTS OF EACH DRAWING. SUBMIT DEPT DEPARTMENT R RISER PROPOSED DOOR 4 FRAME FIVE (5) COPIES Cr ALL CUTS. DF DRINKING FOUNTAIN RAD RADIUS 15. ANNOTATIONS ON ANY PLAN, ELEVATION, SECTION, OR DETAIL ARE APPLICABLE TO ALL PLANS, ELEVATIONS, SECTIONS, DIA DIAMETER RD ROOF DRAIN r9 rJPMoanGhase AND DETAILS. DIAD DIAGONAL REF REFERENCE O PARTITION TYPE 19. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. DIM DIMENSION REFG REFRIGERATOR 20. ALL DIMENSIONS ARE SHOWN TO FINISH SURFACES UNLESS OTHERWISE NOTED. DIV DIVISION REINF REINFORCED NEW BRANCH BANK 21. LARGE SCALE DRAWINGS (IE. SECTIONS, DETAILS, ETC.) TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. RES RESILIENT DOOR NUMBER SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS, DL DEAD LOAD RG ROOFING 10300 MAIN ROAD 22. ALL FIRE RATED AND SOUND ATTENUATING PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF THE STRICTURE ABOVE, DN DOWN R=M RECESSED FLOOR MAT EXCEPT IF NOTED OTHERWISE. DP DAMPPROOFING RM ROOM MATTITUCK, NY 11952 23. WHERE A NEW PARTITION ALIGNS WITH AN EXISTING INTERIOR COLUMN ENCLOSURE THE OUTER LAYER OF GYPSUM DR DOOR ® WINDOW NUMBER ! BOARD SHALL BY-PASS AND BE LAMINATED TO THE EXISTING FINISH. ACCESS PANELS, ELECTRICAL DEVICES, ETC., DWG DRAWING RO ROUGH OPENING ELEVATION NUMBER TOWN OF SOUTHOLD SHALL BE RESET AS REQUIRED, DWR DRAWER RT RUBBER TREAD x DRAWING SHEET 24. ALL NEW PARTITIONS SHALL MATCH EXISTING ADJACENT PARTITIONS IN REGARD TO CONSTRUCTION, MATERIAL RATING, S SOUTH ❑ AND FINISH, UNLESS OTHERWISE NOTED. E EAST 8D STORM DRAIN x KEYNOTE 25. WHERE EXISTING WALLS, FLOORS, CEILINGS, ETC., ARE REMOVED, PATCH TO MATCH EXISTING FINISHES, TEXTURE, AND EA EACH SECT SECTION SECTION LETTER COLOR IN ADJACENT AREA. EJ. EXPANSION JOINT Sr SQUARE FOOT XXXXX ROOM NAME APPROVED BY J R S ARCHITECT, P. C, 26. WHERE MECHANICAL, ELECTRICAL OR PLUMBING DEVICES ARE REMOVED OR INSTALLED IN EXISTING PARTITIONS, THE ELEC ELECTRIC (AL) 51M SIMILAR FOW ROOM NUMBER DRAWING SHEET ! CONTRACTOR SHALL FRAME AND PATCH TO MATCH ALL EXISTING ADJACENT MATERIALS, FINISHES AND FIRE RATINGS. ELEV ELEVATION PLANNING BOARD 181 East Jericho Turnpike,Mineola,NY 11501-2032 21. WHERE DUCTS, ELECTRICAL CONDUIT OR PLUMBING PIPING PASS THROUGH FLOORS, WALLS, OR CEILINGS! CLOSE OFF EMERG EMERGENCY SPEC SPECIFICATION XXX WORKSTATION NUMBER Ta1:5161941666 I.5162941569 81-ACE BETWEEN THE PIPE/DUCT AND THE CONSTRUCTION WITH NONCOMBUSTIBLE INSULATION AND PROVIDE SNUG FITENCL ENCLOSE (ENCLOSURE) TOWN OP SOUTHOLD Ta.z SPR SPRINKLER '�, DETAIL NUMBER 300 West 24th Street�9,0093 ,3rd Floor,NBWYOrk,NY10010 METAL ESCUTHEON GAPS ON BOTH SIDES AND CAULK EQ EQUAL bP STARTING POINT < ANGLE Fu.E1.05Tn 28. ALL OUTLETS AND SWITCH PLATES ARE TO BE BUILDING STANDARD, UNLESS OTHERllISE NOTED. SQ SQUARE DRAWING SHEET 707 State Road,Princeton,NJ08540.1434 29. THE CONTRACTOR SHALL PROVIDE WALL AND CEILING ACCESS PANELS AS REQUIRED BY THE MECHANICAL, EW EACH WAY ST STONE DATE MAY 0 4 2010 Tx:6699e69166 F.5a96669a60 ELECTRICAL AND PLUMBING WORK AS DIRECTED BY THE ARCHITECT. EWC ELECTRIC WATER COOLER 0 DIAMETER LEVEL 5% STEEL 30. THE CONTRACTOR SHALL REPAIR, CLEAN OR REPLACE AS REQUIRED ALL EXISTING ACCESS PANELS TO REMAIN WITHIN EXH EXHAUST STD STANDARD EV LE THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND' THE CONTRACT LIMITS A5 DIRECTED BY THE ARCHITECT. EXIST EXISTING 4 AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. 31. ALL DRAWINGS AND NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED EXT EXTERIOR S70R STOFZAGE XX POUNDS ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS FOR BY ALL. SUSP SUSPENDED X'-XX' CEILING HEIGHT ABOVE ARE PROHIBITED. FD FLOOR LF:AIN • NUMBER AFF' FINISHED FLOCK 32. IN THE EVENT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, THE ARCHITECT OF RECORD T TREAD FDN FOUNDATION SHALL DECIDE WHICH DRAWING SHALL RULE CONSTRICTION AND/OR SCOPE OF WORK. TEL lEl TELEPHONE 33. SHOULD ANY OF THE PARTITIONS TO BE REMOVED BE FOUND TO BE LOAD BEARING, NOTIFY THE ARCHITECT FE FIRE EXTINGUISHER CENTER LINE DRAWING TITLE: FF FINISHED FLOOR TO THICK (NESS) START POINT IMMEDIATELY OF THE CONDITIONS PRIOR TO PERFORMING ANY WORK. TO TOP OF fe PLATE 'rF�54(t)A lm UDGEsu TnM GOND ONS OF TM SITE LW 34. THESE DOCUMENTS DO NOT AUTHORIZE THE REMOVAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. THE FIN FINISH (ED) IN-254(t) SETFOUR 8'6V.TT1R'Cn 01,10E 60FTHE5RATED TITLE SHEET AND TS TRANSITION STRIP �eRO AL6/0 AlHR4THER .(SEEM OF APP SM BEAT® DETERMINATION OF THE PRESENCE, AND/OR REMOVAL OF THESE MATERIALS IS THE RESPONSIBILITY OF OTHERS. FIXT FIXTURE 51 AT O COLUMN NUMBER � yl�i3��ARE AccSEreo.(ss6 coNamorvs oN ResoLvnoHU GENERAL NOTES 35. PROVIDE A MINIMUM OF FOUR (4), 25 LB FIRE EXTINGUISHERS APPROVED FOR 'A', 'B' AND 'C' TYPE FIBS, TO BE U.S. UNDERSIDE FLF FLOOR FINISH ! PLenssr a I(�Lq�µs.t•y LOCATED AT THE ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE TO REMAIN IN WORKING ORDER ON THE VDT VINYL COMPOSITION TILE FLR FLOOR (TNG) ! DRAWN BY: KRG DATE: 12/7/09 FLOORS WHEN CONTRACT WORD IS IN PROGRESS. FP FIREPROOF VDT VIDEO DISPLAY TERMINAL yz 36. GENERAL CONTRACTOR TO OBTAIN A DEMOLITION PERMIT OR CONSTRICTION PERMIT PRIOR TO THE COMMENCEMENT VIF VERIFY IN FIELD CHECKED BY: KG SCALE: AS NOTED -J OF WOR, A COPY OF SUCH DOCUMENTS SHALL BE FURNISHED TO THE BUILDING MANAGER, OWNER TENANT AND THE FPSC FIREPROOF SELF-CLOSING A o smNA RE rrrLe o FT FEET WC WALL COVERING 1 ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. FTG FOOTING W/ WITH T APPROVED BY FILE NAME: GA GAGE,GAUGE 07200-TS-I.DWG G.B. GYPSUM BOARD WB WALL BASE TOWN OF S THOLD PLANNMO HOARD GC GENERAL CONTRACTOR) WCL WATER CLOSET - au oNz^ A v n 1 ' �'1!1 JRS NUMBER: GFI GROUND FAULT INTERRUPT � WOOD - 11 GL GLASS, GLAZING WM WIREMESH _ 07200 JNOTE:The approved site development Plea shell be valid W/O WITHOUT - - . eriod o£tluee 3 ears from the date o ,� - fe GR GROUT WP WATERPROOFING A P ( )Y PProva1 ti1F Del' GYP GYPSUM Bode section 100-255. �1';- II- �,� .��r �. ' ET NUMBER: HC HOLLOW CORE CALM WELDED WIRE MESH TIS KEY PLAN: _ a � I _ I I I I 1 � VIII I I I I PROPOSIED BANK SECTION', 1433 B OCK: 3 LOT!: 33.2 — - -' - I CONSULTANTS: O - — _ ( SAVIK& MURRAY, LLP �• �I1nI�1� I CONSULTING ENGINEERS /FILE \ \I TOO I 1� © II I 21.%SMITHTOWN AVENUE,SUITE6 RONKONROMP.NEWVORKNT]8 � � b O VOICE'63146]-TIib-WWW.bAVINANUMURHAYCOM- FPX b31<b]-]G40 ® O /IMEN UJOMEN TOS n.,..a. Li Li I I 01 SCCR 02 ® CCR try s AD ER I Co®R �- - — _ COMMENTS: BCM I � ® DATE DESCRIPTION LOUNGE TOR o o 07-24-08 ISSUED FOR REVIEW I ® o © o ® ® I ❑ 7/1/0908 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW GCR M2 SCCR 03 SCCR "I t Check Desk I AS PER 5115/09 COMMENTS L1 LIA1 ® ® EJ ® vESTIeuLE 12/7/09 REVISED AS PER PB 11116/09 COMMENTS LJ ' aio REVISIONS: o REV. DATE DESCRIPTION L® TRASH/JA . — — I DATA m C zO EL®RICAL 33 CLIENT INFORMATION: ® O %� � - - - O - _ � n A'r✓ a Gash I 'FJPMorganChase EjNEW BRANCH BANK / 5 O ® / / — J 10300 MAIN ROAD o MATTITUCK, NY 11952 TOWN OF SOUTHOLD F- - - - - -I LD JRS ARCHITECT, P. C. 4 I ® ® ® ® ® — — _ — TeL z181East Jericho Turnpike,Mineola,NYF115011—.2039 III I AB06M�1� r TEt, � © r� , X30 oW�t 24th Street,3rd Floor,New YoFk,N�Y610�0101 - I D m T o 0 o I I "a Tel RR X707 State Road,Princeton,NJ 0854044334MeaAoso D IVE-UP O I GGR 4J II CCR 04 It CCR "3 9 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND + ELLER AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. 3 8 I ® OLL � I ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS pkg rcvr – – - 0 - I- - - ¢ ARE PROHIBITED. - - - - - - - DRAWING TITLE: FIRST FLOOR 4 FURNITURE PLAN APPROVED GAY DRAWN BY: BWE DATE: 1217/09 651_411 10_411 2'-4y411 PLANNING BOARD CHECKED BY: KRG SCALE: AS NOTED -181_0}/411 TO\IVN OF SOUTHOLD FILE NAME: FIRST F-10nR pp�� pp�� p I I DATE MAY D Q 2010 ;,1� 07200-A1.03-FURN.DWG ' �I�I`4IT UI�G FLAN I I I .�� ° n .� 1 JRS NUMBER: N 6CALEb 1/4e-0'-Oe _ 0 , 07200 SHEET NUMBER: A1.03 KEY PLAN: 5 1 - - - - 1 � I I 1 h I I --- — PROPOSEDBANK — — — — — — — — — — — — — — — — — SECTION 143 B OCK: 3 LOT: 33.2 I P CONSULTANTS: Ii SAVIK& MURRAY, LLP CONSULTING ENGINEERS 2150/ EWYORK 11779 VOICE 6311 8T--O'/TIBWN�--V WWWRAV1rKAND.UERAY5. L MNFAX --- -7---- � UA Ll A i I I i e.Tro EF 1141 *sil UBEO M ALL - - --F— DPGCES-MM RATINd -- of RTU-2 - 1 I'ay TRJ55 1y,• I eNra \ i 5m I110'-41a° X55 COMMENTS: GAY!„Trm IEE \ i i ST F!AL DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW \� SUBDIVISION I Ce1LM�N o 7/01 0908 ISSUED FOR SFILED T LME E PLAN REVIEW ROOF B i'rir�-n a-0 L — CNELev. AS PER 5/15/09 COMMENTS L — _ _ _ �+ 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS MIE _ \\ FOR ETAIL 21MIM ME PIETAIL CONTIWIATION FORC TMIIA ION - - - - - - - - - - - ,/ - REVISIONS: I I- RTu i REV. DATE DESCRIPTION . . . . . . . . . . II III / yS” r \ � \ I I CLIENT INFORMATION: PJPMorganChase I II I JL - - - _ — — — — NEW BRANCH BANK — — — — — — — —— — 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD SECTION I—IIG;H ROOD SECTION LOW ROOF I� JRS ARCHITECT, P. C. PRO POSED 181 East Jericho Turnpike,Mineola,NY 11501-2032 Te1:5142181 E Fee:5ft-20 2 1 30 West 24th Street,3rd Floor,New york2 10010 ROOF PLAN WALL SECTIONS Tel:2]2A0F=v NY 05ET21 SCALE: 3/I6" = I'-m" SCALE: v2" r-m" 707 State Road,Princeton,NJ 08540.1434 Tel:5098559100 Fm:80985580W THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: ROOF PLAN & WALL SECTIONS APPktOVFD By DRAWN BY: krg DATE: 12/7/09 PLANNING BOARD CHECKED BY: KG SCALE: AS NOTED TOWN OF SOU-,HOLD FILENAME: DATE MAY Q 4 2010 0 07200-A1.05-RP.DWG P�� e JRS NUMBER: 07200 SHEET NUMBER: KEY PLAN: w Z LOWER ELEV. EI EXTERIOR FINISH SCHEDULE - l ❑ _ - - - EI ASPHALT ROOF SHINGLES, CERTAINTEED INDEPENDENCE yqyq i � _ SHINGLE WEATHERWOOD E7 EI ❑ GUTTERS DOWNSPOUTS - K GUTTERS 6" Wx 4 3/4" DEEP, 4 II i1 E2 4" Wx 3" DOWNSPOUT COLOR TO BE (WHITE) BY ATLAS INT. INC. — -- EI � - TiPARAPET ELEV. E3 � IIB'-3" E3 sit ALUMINUM COPING BY ATAS INT. COLOR TO BE (COPPERTONE) 11 -- - -- - -- `"" PROPOSED BANK 11 111111 Jill 11 111111 111111 1111 J ' B RAISTE0 PANELS, CORNICE'S, MOULDINGS AND BOARDS TO BE ' - : - _ _�_�_I _ EB J— EB EA AZEK 4 FYPON MATERIAL COLOR (WHITE) SECTION 143 J BOCK: 3 LOT. 33.2 J _. 11 nHwIll 11 IIITII 111111 E7 FACE BRICK TO BE - ACME BRICK CO. CONSULTANTS: RED SUNSET BRICK 150 BLEND hTIMNDOW MULLION — J IILJ�`I'LJI L/ '/\\Z\\ E4 SAVANNAH STONE CAST STONE BASE (ROCK FACE) SAVIK& MURRAY LLP J I E� COLOR: LIMESTONE 4 2S SCONSUN aSNG RENGORR EewYORK`ime MFHTOWN UITE ALUM. AND GLASS STOREFRONT ENTRY W/ GRILLE'S (WHITE) VOme.Bawer-ms-www savinaeomuRRav cOui-FW(.eawar-"e,o � 7 """"""" ALUM. AND GLASS HISTORIC WINDOWS W/ GRILLE'S (WHITE) ES - Ll aal� HOLLOW METAL DOOR AND FRAME, PAINT COLOR SW 0001 T/O CAST STONE E1 EB E`9 'DECOROUS AMBER' COLOR MATCHES BRICK 103'-4" ❑ BANK EQUIPMENT BY OWNER, GC T1 T/SLAll ELEV. F1 El 1:1Elco APPROVED BANK EQUIPMENT SHOP RWGSACCORDANCE WITH FINALGS AND GOOSE NECK LIGHTING (B-K LIGHTING) SN-A21-WHP-36-E — — — — — E — — — — — — E4 — -- — — — E11 COLOR TO BE (WHITE) E4 E12 DRIVE UP STRUCTURE (WHITE) COMMENTS: NORTH ELEVATION DATE DESCRIPTION 6C+1LE, V42•I'-o' 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION h T/TOWER ELEV. 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16109 COMMENTS EI REVISIONS: REV. DATE DESCRIPTION E7 EI T/PARAPET ELEV. E4 E4 E4 E3 IIB'-3" E4 EI E3 EB — y DE2 CLIENT INFORMATION: $jMN.DOW MULLION Drive-Up a..n"rA x.xr ATM _ nm'_6" Et�M FEE FED � 0 EI2 'FJPMorganChase CII E� ._ op NEW BRANCH BANK 8 I 10300 MAIN ROAD �. w. _ MATTITUCK, NY 11952 /OCAST STONE E6 TOWN OF SOUTHOLD 103'_4:: T/SLAB ELEV. 1mm'-m° ACHITCT, . C. 1:107 HE] F-11Eaast Jericho uurrn pike,Min ole NY1 5012032 Tel:51 90.1EW F.61&2941669 I� E4 — — 30 West 24th Street,3rd Floor,New York,NY 10010 I E4 E4 E4 T.1.21a92 707 State Road,Princeton, NJ 08540..:60 121 TeI:EE36E691E0 Fu:fi098E&90W II — — — — — — — — — — — — — — — — — --- L THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I 1 WEST ELEVATION ARE PROHIBITED. L DRAWING TITLE: NORTH & WEST ELEVATIONS 6CALE. V4 •I 0 ----'------- DRAWN BY: KRIS DATE: 12/7/09APPROVED 13Y SCALE: AS NO CHECKED BY: KRG TED PLANNING BOARD �] I TOWN OF SOUTHOLD FILENAME: 07200-A2.01-02-ELEV.D W G DATE 'MAY 0 4 2010 (� JRB NUMBER: 07200 SHEET NUMBER: s ' A2. 01 KEY PLAN: �1 Z •711 � I '__ __ I xu T/TOWER ELEV. ILI — EXTERIOR FINI &H 5CHEDULE -�`�I ASPHALT ROOF SHINGLES, CERTAINTEED INDEPENDENCE 11 U I -I TJ L IJ uLuuL EI L-u�L�u uu'Iuu-uuLT EI SHINGLE WEATHERWOOD —=v- PRI, Ir OPOgED BANK �L�--LL `- LI a L_ a-•Ir GUTTERS 4 DOWNSPOUTS - K GUTTERS IT Wx 4 3/4" DEEP, 4 I �-�� L L�_! �u-�1—I I' Lel ��IlI Iu�-�uuuu�- -. E2 - !'- I �-L u1�1�I�L11-�L��Jl. � �_��_ �__�.�. 4" Wx 3" DOWNSPOUT COLOR TO BE (WHITE) BY ATLAS INT. INC. SECTIONS 10.3 J B OCK: 3 LOT): 33.2 LI LLI_luuLu -L-L J_J 1.l 1. .I -h-I -I I� E2 EI LAI 111 1, EI E3 ALUMINUM COPING BY ATAS INT. COLOR TO BE (COPPERTONE) CONSULTANTS: h T/PARAF'ET ELEV. E3 118'-3" RAISTED PANELS, CORNICE'S, MOULDINGS AND BOARDS TO BE SAVIK& MURRAY, LLP E4 AZEK 4 FYPON MATERIAL COLOR (WHITE) CONSULTING ENGINEERS IT 11 111111 �l 111111111 11111 EI 2150 SMITHTOWN AVENUE,SUITE S,RONKONKOMA,NEW YORK 1179 FACE' BRICK TO BE - ACME BRICK CO. VOICE 631467-MB-WWWSAVIKANDMURRAYCOM-FAX 6314WI4EW0 E2 E5 RED SUNSET BRICK 150 BLEND SAVANNAH STONE CAST STONE BASE (ROCK FACE) T/WINDOW MULLION E4 E6 COLOR: LIMESTONE EI2 110'-S" El ALUM. AND GLASS STOREFRONT ENTRY W/ GRILLE'S (WHITE) 11 E5 ALUM. AND GLASS HISTORIC WINDOWS W/ GRILLE'S (WHITE) ES E8 E9 EIm HOLLOW METAL DOOR AND FRAME, PAINT COLOR SW 0007 E9 'DECOROUS AMBER' COLOR MATCHES BRICK EI LAST C-4"AST STONE OO — BANK EQUIPMENT BY OWNER GC TI PROVIDE OPENINGS AND EI0 ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH FINAL E8 APPROVED BANK EQUIPMENT SHOP DWGS. �LIS A5 ELEV. GOOSE NECK LIGHTING (B-K LIGHTING) SN-A2I-WHP-36-E 100'-0" EI47 EII COMMENTS: COLOR TO BE (WHITE) DATE DESCRIPTION EI2 DRIVE UP STRUCTURE (WHITE) 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION — — — — — _ _ — — — J — — — — — - - — — — - — — — 7/1/09 ISSUED FOR SITE PLAN REVIEW AS PER 5/15/09 COMMENTS 1 SOUTH ELEVATION 12/7/09 REVISED AS PER PB 11116109 COMMENTS SCALE. v{•.r-o• REVISIONS: h L12740 R ELEV. REV. DATE DESCRIPTION � 121'-011 EI E2 EI E4 E4 e3 E4 h 7/pARgPET ELEV, CLIENT IN EI 1181_31) 'PiPMorganChase E2 NEW BRANCH BANK 10300 MAIN ROAD 110 -e �L/ IINDOW MULLION MATTITUCK, NY 11952 TOWN OF SOUTHOLD i J WRS ARCHITECT, P. C. — 181 East Jericho Turnpike,Mineola,NY 11501.2032 - Te1:61&2941666 Fu:fi1fi490.1689 E5 - E5 _- e -- EB 30 West 24th Tel:2Street,3b Floor, New York,2 10010 12-9 2 9 0 6 8 3 Fex 128168721 , T/O CAST STONE 707 State Road, Princeton,NJ 08540.1434 103'-4" Tel:6096880100 Fu:6096869660 0 D\ 1:1 T/SLAB ELEV. 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W lI x H Page 1 of 1 STABILIZED CONSTRUCTION SPECIFICATIONS KEY PLAN: �Z 50' MIN. EXISTING 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT 8997 " MIN. STONE PAVEMENT 6 S / SEE NOTE i S7 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE SCB �� ` FILTER - A 30 FOOT MINIMUM LENGTH WOULD APPLY). pNE R=90.84 �� EXISTING MOUNTABLE BERM (OPTIONAL) GROUND PROFILE CLOTH 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. Y� 9176 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT APPROVED BY + gi 53 / 50' MIN. z POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE Vd �-¢% �\.\\ j� EXISTING ENTRANCE TO SITE, PLANNING BOARD \ +� GROUND ONE 9326 NN _ _ - -1 12' MIN. J 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING TOWN OF SOUTHOLD FIRE HYDRANT ONE/_ _// ,`t / ONE/ R 12' MIN,'. EXISTING OF STONE. T pHE w 93.24 }IN T v 9143 r• PAVEMENT 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- DATE i gq 57 SAWCUT AND MEET;EXISTING PAVEMENT ' pNE/ STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS MAY 0 4 201 _w/ - - ' ��J p,}jy�''�5� - IMPRACTICAL, A MOUNTABLE BERM WITH 5.1 SLOPES WILL BE PERMITTED. / + 9439 ,' , NE/ � PLAN VIEW � E/ONE /W R=94.9fi ,cfs 96� ' ,°+�` '��^ UP/LP o 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL f /FG REMOVE CROSSHATCHING AND f PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL a!, ,ON - 25 ' �� SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY : �'°'" CENTER LINE STRIPING AS REQUIRED � ��' E G �� MUST BE REMOVED IMMEDIATELY. 9562 SECTION: 143 BLOCK: 3 LOT: 33.2 S ' // gp94 �� 92b�/_ �� STABILIZED CONSTRUCTION ENTRANCE 8. WHEN WASHING IS REQUIRED, T SHALL BE DONE ON A AREA STABILIZED WITH 'FUTILITY POLE �6�93 goHE GZ + APPING DEVICE. G\ Q i 869 56'OO E 9 70 N.T.S. 9. RANIODICSTONE NINSPECTIOND WHICH RAND NEEDED AINS INTO NMAINTENANCE SHALL BEAPPROVED SEDIMENT RPROVIDED AFTER EACH CONSULTANTS: T NTS 92.93 \" _ + .. - - -92- � EXISTING t oy CB REMOVE EXISTING TREE ASPHALT SAWCUT AND MEET EXISTING rr �� R=95,9 ,' ti� AV PAVEMENT AT PROPERTY LINE WOVEN WIRE FENCE (MIN 14 1/2 tI� \I � � �` ON 964 ,' 94.52+�NQ'i ,� 1� / \ \� I �ASTA �PHALT PAVEMENT + /10' MAX. C. TOC P3S' MIN. LENGTH OSTS DRIVEN MINFEN6E SILT FENCE - l EXISTING GRAVEL EXISTING CURB \ MAG NAIL - 93.po GAUGE W MAX 6" MESH SPACING) CONSTRUCTION SPECIFICATIONS _ a g1 9646 } ELEV="92.82 +, • . INTO GROUND. �N 1 ' 1 OVEN RE FENCE TO BE FASTENED SECURELY TO FENCE POSTS T WIRE IES SSCP .._ N 0 0 / -� , S �G GR SS�WEE�r;Lp(O I PARKING AREA _ W WI WITH T - - _-- G WM ® p + \ ' - _ , �9� '• POSTS SHALL BE STEEL EITHER "T' OR "T TYPE OR HARDWOOD, G pHE , � i � � 92.82 OR STAPLES. P - 9 \ w ' � - _ HEIGHT OF FILTER w ��// ■- 1 / I REMOVE ERI$TING GRAVEL //), \ = 16" MIN. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES $AVIIf� O MURRA I ,"•LLP RASS R=97,01 , 95,+3p + ,' PARKING AREA.AND DRIVEWAYS \ REMOVE EXISTING ASPHALT PAVEMENT I '' ."�" •.' '= � SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 94.37 93,46 �\ _ •� W 1/2 GAUGE, 6" MAXIMUM MESH OPENING. CONSULTING ENGINEERS 2150 SMITHTOWN AVENUE,SUITE 5.RONKONKOMA,NEWYORK 11x9 F°O� 3. WHEN 1W0 SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE VOICE.611411 111S -www snvlKANomuaanr.cOM-rmc es,�s��7eao 9549 / �}s,.o / co W �8° MIN. OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER 1 / 93 tfi PERSPECTIVE VIEW FILTER X, MIRAR 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. t 97 AB P / .��`'� / _ \ 36" MIN. FENCE POST 4 PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. ` II GRASS/WEEDS Z a / - �� STA 1 `� `� / �',93 WOVEN WIRE FENCE (MIN. 14 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN MAG NAIL , , . 93.97 w 1/2 GAUGE W/ MAX. 6" MESH "BULGES' DEVELOP IN THE SILT FENCE, ELEV=I0Q.00 I 94 29 z SPHALT CURB ¢6�2 ASPHALT FATCH LLw I 94,05- SPACING) WITH FILTER CLOTH OW o ,1 ` 1 / 93,04+ I ' F '9A' -- . UNDISTURBED GROUND CB ® _ _ _ DEMOLITION NOTES: COMMENTS: t ' 945 93.50 a ` ' REIMOVE EXISTING FENCES COMPACTED SOIL z R-99. B `n° I / s.14 ,�.I INCLUDING FOOTINGS (TYP.) 1. CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO DATE DESCRIPTION 1 ,n 1 29 fj EMBED FILTER CLOTH A MIN. OF V IN GROUND. 4" ANY AGENCY AS REQUIRED FOR UTILITY DISCONNECTIONS REMOVE EXISTING ASPHALT PATCH _ _ _ 02/28/08 BLDG DEPT SUB _ _ 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON ,�1 1 4 ' _ _ / ° 03/24/08 PLANNING BD. SUB REMOVE EXISTING TREES, SHRUBS, STUMPS AND PLAN. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS \`� SECTION VIEW EXPENSE. UNDERGROWTH INCLUDING ALL ORGANIC MATTER J STABILIZE ENTIRE PILE WITH PARKING ', 1 ', �? 94.43 I VEGETATION OR COVER EROSION CONTROL NOTES: 94.90 SILT FENCE 1. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS 2:1 MAX. SLOPE x , , '> I , _ NTS SHALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST N �, 'UR � `9S, TREES/BRUSH - - - _ MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR a I "X4" WOOD FRAM CONSTRUCTION RELATED ACTIVITIES. 4, 8 MP WD FENCE E 2, THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND o , I DISCONNECT EXISTWG OVERHEAD ELECTRICAL 95.65 2 / I MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE SERVICE AND REMOVE EXISTING UTILITY POLES. STAKE CONSTRUCTION ACTIVITY OR AS DIRECTED BY ARCHITECT. 1 111 NATE IT / ,- I I REVISIONS COORDI : 01.74 a II 1m ml I 95.24+WH LIPA / sV- I �y j\ ` ' REV. DATE DESCRIPTION 102,11 1 7 1I IIII , o ` , , 'I /� 2 FABRIC 1 5-21-08 REVISED PER TOWN ELL CAP 'vl' I II I I , +°�' __ _ _ _ _ 1 , 4'9399 jI I � � CONSTRUCTION SPECIFICATIONS COMMENTSDATED4_11_ 08 9fi9fi64 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED 2 7-1-09 Per Planning Dept Comments from 5115109 `9y\ FOR SHORT TERM APPLICATIONS. 3 9-28-09 Revised Drainage and Grading �+'��/ / HAY BALES OR SILT FENCE \ U -101 I , F}s-" \ x,4,67 + 93,99 i ) �' 95,58 \\ IIII 1 u+ r I. 574 9 / 1 ¢a 2. CUT FABRIC FROM D CONTINUOUS ROLL LA ELIMINATE JOINTS. IF 4 12-07.09 Revised Per PlanningBoard 11-16.09 Comments i 97- - - - - - r ' � 95.00 � MIN. SLOPE MIN SLOPE �= -➢1T- vv , � I , JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. XISTING 9745 9791 ' ` DROP INLET WITH GATE USINESS , i 1"-rT77 �, o sr BURIED FABRIC 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT, WOODED z I FRAME I I METAL WITH A MINIMUM LENGTH OF 3 FEET. , INSTALLATION NOTES: 9760 1 F : � � ,p I ) 5 x < 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL DE DRY AND STABLE. "'` ry 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A CLIENT INFORMATION. 7.59 �j� "T/77TTjt I '1 I REMOVE ALL DEBIRS _ -9 / w LI MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE S. �S-IJV/ EXISTING /i Q 1�I •WITHIN CLEARING LIMITS 2 MAXIMUM SLOPE OF STOCKPILES SHALL BE 21. i BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR m 6 I i Y 1 STORY WD FRAME 61I sits , 96.4 SUPPORT. _ m m n 9967 {\ f 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER IiUI �JPMorganChase 9�-II°' r +� -1 }V �s ' ' THEN STABILIZED WITH VEGETATION OR COVERED. r 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND 9 t- - - I/ I , SILT FENCING OR HAY BALES, Ili BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND I r •°� 1 / I �1 ��GATHER EXCESS AT CORNER 96.41 S IIII 1120 j, '� ( DIRT .Ids -- .8000NC � I 4. SEE SILT FENCE DETAIL FOR INSTALLATION OF SILT FENCE. '� II i FRAME. �, yea. r e_ 20NC_WALK- 9700 r yy / 9B, I l, ' �,2 i7 v„� V NEW BRANCH BANK _ X45- + o, +96.54 d. 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST v# SAND�CRAVEL DD IR�VE- 91+ / 95.83' / ''3 OF THE FABRIC FOR OVER FLOW STABILITY. ` \ 90'32 -� REMOVE EXISTING BUILDING, SLAB, e MAXIMUM DRAINAGE AREA 1 ACRE Fn T 10300 MAIN ROAD loo Os o , I , - - - FOOTINGS-k-A['PURTENANCES I � �' SOIL STOCKPILING FILTER FABRIC DROP INLET PROTECTION MATTITUCK, NY 11952 N.T,S. N.T.S. TOWN OF SOUTHOLD + REMOVE EXISTING TREES, SHRUBS-, I N7,1'03'OpI" ` I ` STUMPS AND UNDERGROWTH 9. IN ,J R S ARCHITECT, P. C. I ' `JS` INCLUDING ALL ORGANIC MATTER 1 20'(10' DEMOLITION PLAN NOTES: NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH REMOVE-EX6TING TREES, SHRUBS, + 9835 t"J ° 1 REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED RESULT OF REMOVAL ACTIVITIES 181 East Jericho Turnpike, Mineola, NY 11501.2032 p. ' ` MUNICIPAL TESTING LABORATORY INC. IMPROVEMENTS, ETC. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, Ted:515zsa1s66 Fex:51629416fi9 STUMPS AND'UNDERGROWTH - - I ' ,� - INCLUDING ALL ORGANIC MATTER 980s + - , 102 NEW SOUTH ROAD, 2. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A TYPE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY 30 West 24th Street,3rd Floor, New York, NY 10010 tOOsz I + 1n HICKSVILLE NEW YORK, 11801 `4 LLE 938-51K, STRAIGHT VERTICAL EDGE FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO Tel:212-9290093 Ter:2126455721 ( ) EXISTING PAVEMENT. ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD 707 State Road,Princeton, NJ 08540-1434 DATE OF BORING 01/14/08 3. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE PRIOR TO ANY WORK AT THE SITE ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS Tel:609-688-9100 F.:609I68S906O REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY. THE /T 0 LIGHT BROWN, MEDIUM TO COARSE SAND, CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND �99� LIMITS OF CLEARING) ' ` ' +II'll TRACE GRAVEL, FEW SILTS AND ORGANICS AGENCY NOTIFICATIONS AS REQUIRED. I STA 3 ` ' • , + I'pll 4. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE MATERIAL. COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND As SUCH ARE THE PROPERTY OF JR5 ARCHITECT, P.c . • , :; •�+, (TOP FOOT) 5, REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOOR SLABS, FOUNDATION WALLS, ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I GALV NAIL �- , �� };, ELEV=99.91 is + 9e.65 . • I , o� 5' CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY ARE PROHIBITED 11 fT LIGHT BROWN MEDIUM TO COARSE SAND, BE REMOVED FROM THE SITE. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. TRACE GRAVEL GRADE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING DRAWING TITLE: + I '-''i IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE, CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. 9e, 3 10' 11. EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY SITE DEMOLITION PLAN 6. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK LIGHT BROWN MEDIUM TO COARSE SAND, ON-SITE ENGINEER. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM ACTIVITIES ADJACENT TO BUILDINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE w>- TRACE GRAVEL THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF � . ``! • + I = ,:.r.•� APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF 9g 77 + MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC . � l I ' o, tol. 15' FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND DRAWN BY: DATE: 12/17/07 totes 2=.�. MATTER, STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TO �, s:,r' LIGHT BROWN MEDIUM TO COARSE SAND, PROVIDE A SAFE WORK AREA PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE jp14B I CLEAN FIRST 100 OF`WOODS TO REMAIN OF ALL DEBRIS + e9 I6 I A TRACE GRAVEL 7, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND CHECKED BY. SCALE AS NOTED i i;x•, THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, AND`DEAD MATERIAL BEYOND GRADING LIMITS I VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES ANY TRAFFIC CONTROL, ACCESS, SAFETY 185.755. J 20' TRASH, DEBRIS. PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN , '=•r PROVISIONS WITHIN R.O.W (LE HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. FILENAME: S 5007'00 W _ _ LIGHT BROWN MEDIUM TO COARSE SAND, PAVEMENT STRIPING, ETC. SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE OF NEIN & CAP - - �- y` TRACE GRAVEL ) GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE, E y 207100 Demolltlon 9 -5,0'07'001' E �, 9" lease ` 9982 185.75' I , 25 �,� APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TO 12, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE '\QPs EMp,P�'A•� D. 0 3' WEST LIGHT BROWN MEDIUM TO COARSE SAND, PROTECT AND PROVIDE SAFETY TO THE PUBLIC UNTIL PERMANENT HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND d Pv� ' �� TRACE GRAVEL COMPONENTS/REPLACEMENTS CAN BE INSTALLED. JRS NUMBER 207100 ACCESSIBLE AT ALL TIMES. + LO 26 ', `\ + 28' 8. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS 13. RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, ETC. SHALL BE * * o7zoo 102 02 , oma',\ ` ' + too5t 99,14 EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC 1ne.2n 1r27J➢5.15 �� DEPTH TO WATER 135 R.O.W.'S, ETC, DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD n VERIFYING THEIR PRESENCE. = SHEET NUMBER FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND 14. THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING o °• 6 SITE DEMOLITION PLAN SOIL BORING NO: B1 ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND PROF C O SCALE: 1"=20' N.T.S PROCEDURES IN CONNECTION WITH THE WORK. CONSTRUCTION AT HIS OWN EXPENSE. SS OV , LEGEND PROPERTY INFORMATION GENERAL NOTES KEY PLAN: DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD CB � AVE AVENUE SECTION: 143 BLOCK. 3 LOT: 33.2� SPECIFICATIONS AND STANDARDS. oHE R=90.84 BC BOTTOM OF CURB ADDRESS: 10300 MAIN ROAD (N.Y.S, RT 25) 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN y4 9G 16 / BW BOTTOM WALL MATTITUCK, N.Y. 11952 ADVANCE OF AEN CONSTRUCTION. _ _ _ _ _ � BLVD BOULEVARRDD 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO CB CATCH BASIN '+ CLF CHAIN LINK FENCE OWNER: ROY EASTWO D D START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL DE �1 'ID(' 'G.,G'1 �"D C.J'Y COEFF COEFFICIENT 330 HOGUE, N DRIVE CERTIFIED C THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. OHE 6 CPP CORRUGATED POLYETHYLENE PIPE CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. PLANNING 80,4t2D 932 W/ - - - - - - - _ _ _ /� 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE S ONCONC CONCRETE APPLICANT JOHN SORRENTI, JRS ARCHITECT, P.C, STATE UNIFORM FIRE PREVENTION & BUILDING CODE. TOWN OF SOUTHOLD FIRE HYDRANT _ 0 DEPT DEPARTMENT 181 EAST JERICHO TURNPIKE oNE 6 ALL CONCRETE TO BE A MINIMUM OF 4000 P S.I , 28-DAY STRENGTH. 1 ONE - W s324 + �Uf 91 p3 / 0 OR DIA. DIAMETER MINEOLA, NY 11501-2032 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS DATE qas oNE D DRAINAGE MAY 0 4 2010 / ONE `_N/ - - - DMH DRAINAGE MANHOLE MUNICIPALITY: TOWN OF SOUTHOLD AFTER CONSTRUCTION S COMPLETED. / + 9436 PROPOSED CONCRETE CURB DC DROP CURB 8. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS ALL UTILITIES TO T E V �i ONE UP/LP BUILDING USE BANK BE INSTALLED RELOCATED BELOW GRADE. �l ON W o' E EAST / r'` // / R=94.96 °' 2' OFFSET FOR CURB EFF, EFFECTIVE ZONING DISTRICT B 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE /�oNE `WT/- _ n 5 �, y r o EL. OR ELEV. ELEVATION LOT SIZE: 49,262.82 S.F. / 1.131 ACRES INSTALLATION OF NEW SIDEWALK10. OBTAIN A E g56Z �i'� .y ., ELEC ELECTRIC FLOOR AREA. 4,253 S.F. 111 LOCATION AND NGRA ES ROADDPW OPENING ALLNCUR CURBS WALKS TO BE VERIFIED SECTION: 143 BLOCK: 3 LOT: 33.2 oN � 5 - 94 g4 i �� 9266 oNE . ' PROPOSED SIDEWALK RAMP EMIT ELECTRIC MAHNOLE J + - N49'36'00"E EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D,P.W. OR 9Z 9 + 93 9 i N.Y,S D.O.T, PRIOR TO CONSTRUCTION, �N ROP, UTILITY POLE g, � � �� ' ' 8B.75' F.F. EL. FIRST FLOOR ELEVATION FRONT: 86' (100' REQ ) M P ,.+93 /� x� +_ - - I CONSULTANTS: - - _ ,' r' OHE G i `� + - - _ _ _ - _ OOT 0 TOT FEET OR SIDE: 72,4' (25' REQ. 5 ' AL) ALL TRAFFIC CONTROL DEVICES IE SIGNALS SIGNS AND PAVEMENT �°'/9 0 + A GAUGE REAR' 117' (35' REQ ) 1 MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES CONTRACTOR . 9,79 91 78 GV GAS VALVE OF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS ,' ,' .T,-': /' "♦ �.•••'\� GC GENERAL CO ITEM AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY CB ,' /' `/.• , �2 94 UB.2 HE HIGHPOINT TOTAL LOT AREA 49,262.82 100% 13 THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL - R=95.97 \ �/ g HYD HYDRANT BUILDING AREA FOOTPRINT 4,253 8.677 DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF °' '� ,' - '_• . .• , L8.1 I INFO, INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF ASPHALT PAVEMENT PAVEMENT AREA 24,380 49.84% INV. INVERT BEGINNING SUCH WORK ALONG A TOWN ROAD. -rte i LB LEACHING BASIN LANDSCAPING AREA 20612.82 41 .84% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE -r , 95 '0S - - ' LP LEACHING POOL THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE s1oP LOCATION MAP gU5 p G WEED "E , DRAINAGE _ 93,z0� L.P. LOW POINT NOTED ON PLAN. GftNEE) r�(, ? •F AREA II - , - ' MAX. MAXIMUM N.T.S. 15 STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION � � 92 g2 - 9'0� MIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS. G ONE '' , 96 s� 96 - ed„ _ _ M.H. MANHOLE g G OGRA j WM ® p '' / PROPOSED/CONCRETE SIDEWALK ` SAWCUT AND MEET EXISTING PAVEMENT N NORTH ° cRAss R=97,01 95 0 Tc 96.70 NA NOT APPLICABLE t SURVEY NOTES SAVIK& MURRAY, LLP + PROPOSED 12" C.P.P. fi.Tp) i BC: 96.20 E � 9x,37 9�h6 ' ' N0. NUMBER IS co g7 e TO: 97715 1 NTS NOT TO SCALE CONSULTING ENGINEERS 5 , °' , a3' 9302 + @R 96165 9332 '� NYS NEW YORK STATE RZE 46 WEN SUFFOLW AVE. 1. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH voic ea ieime vwirvvsevl�5a i'oMua vco-"Fares,<m 19x0 _ ENGINEERING & LAND SURVEYING, P.C.. ', 95.49 ` + TO: 97.00 TO: 8725 sJ,oz + r �7 N NYSDOT NEW YORK STATE pJE 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. +TC: 96.60 BC; 96.50 9318 BC: 96.75 + I� 1 DEPARTMENT OF TRANSPORTATION sO�H� SOUND p`lE. 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT \ OC ON CENTER z f � �r ' I BC: 96.101 _ �� L, �' TITLE REPORT MAY REVEAL. „� I , 97�8 1 , / `' ��•LB.3`� , PROPOSED CONCRETE CURB 97 OD OUTSIDE DIAMETER PROJECT �� 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, \ OHE OVERHEAD ELECTRIC 1 ILB4 ,93.86+ FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE UNDERGROUND z TCG 9 .30 1 , 1 PC POINT OF CURVATURE LOCATION y BC:` 5.80 93 s7 9J LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY `� , 1 •� " 9428 PRC POINT Of REVERSE CURVATURE ' TO: 97.OT, I P� � NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL 4 I I PT POINT OF TANGENT 2 0 CURB x`8682 + I sJ' e- F "CALL BEFORE YOU DIG" AT 800 272-4480 AND HAVE ALL UTILITY ASPHALT BC: 96.57 ao�- A- ' PVC POLY VINYL CHLORIDE ( ) 93 B4 I sr . - 0 PSI POUNDS PER SQUARE INCH LOCATIONS MARKED ON THE GROUND. CB ® , 1, J \I I tl 94.59+ BC: 97.58 + R RADIUS F 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, COMMENTS: I " 3,50'.• R=99. 8 � ' �JL5 \ \$5 / TO: 97.85 RCP REINFORCED CONCRETE PIPE o BLOCK 3, LOT 33.2. REE RETAINING m 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT DATE DESCRIPTION I �_ 11 rFi I`, ■ TC.97.85 I P PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. FREERS, DATED RD. ROAD 02/28/08 BLDG DEPT SUB BC:97.35 I o I g GREAT 7/31/2007. 03/24/08 PLANNING BD. SUB L6.8 I � I RRQE ROUTE ED � _ / i- o PECONIC &7Y z JL-' + C:97.25 m SMH SANITARY MANHOLE v PARKING ' ' I �NLB.6 g4d3 - , PROPOSED -- ---- )94 _ -_ _ /g1 �I I I S SOUTH OR SANITARY �`" 4`v DRAINAGE CALCULATIONS: I m / + SIDEWALK RAMP t , ,9498 - ml I SF SQUARE FEET ST. STREET AREA I X95, TC'97.70 - - �'�-' : TMH TELEPHONE MANHOLE PAVED AREA: 12,900 S.F. x 2/12 x 1.0 = 2,150 OF PROPOSED CATCH BASIN (TYP.) ^,'0 1 I ■r i,' BC: 97.20 -9hN0 6 ? I I TSB TRAFFIC SIGNAL BOX GRASS AREA: 4,469 S.F. x 2/12 x 0.3 = 224 OF Pa 1, ■ DRAINAGE PROPOSED 8 C.P.P. ROOF DRAI o w , < I TO TOP OF CURB TOTAL AREA: 2,374 CF/fi8.42 CF/VF (10'0 POOL) = 34.7 VF REQ'D 9565+ I TW TOP OF WALL PROP SED C NCRLTE CURB TYP.) , , ' AREA I - I ■ I I PROVIDE 5 - 1 T POOLS X 8' EFF. DEPTH = 40 VF I IIi "+ TC:`97.30 �� I I TYP TYPICAL ILB.7 VOL VOLUME REVISIONS: 95 4 \ , I WM WATER METER 10111 I ° ' -� I I ��- w I Wv WATER VALVE AREA II REV. DATE DESCRIPTION PROPOSED- BANK ; LB.9 W WEST PAVED AREA: 4,392 S.F. x 2/12 x 1.0 = 732 OF® - - - - - II 253 S.F. I / 1 5-21-08 REVISED PER TOWN ABONDONEO WELL CAP 6i' 1 1 , +°' - -96- 1 Y 4r ' I / I 1 GRASS AREA 3,254 S.F. x 2/12 x 0.3 = 163 OF 777 i d F.F. EL.+t698; 20 I 9399 I I I TOTAL AREA. 895 CF/68.42 CF/VF (10'0 POOL) = 13 7 VE REQ'D COMMENTS DATED 4-11-08 i- ( �Ii' ` 2 • I PROPOSED 460NCR9EfE'CURB S I LEGEND PROVIDE 2 - 10'0 POOLS X 8' EFF. DEPTH = 16 VF 2 7-1-09 Per Planning Dept Comments from 5115109 TC: 97.75 ' BC: 97 25 __ _ _ _ + e�9 PROPOSED CONCRETE,SIDEWALK `\ I 9'� I I 1 SYMBOL 3 9-28-09 Revised Drainage and Grading 1 '9524 9691+- - _97_ _PROPOSED 10'0 LEACHING pp�gIN , 9e 1 N ss a DESCRIPTION 1 9 - 9SBU I I / EXISTING PROPOSED AREA III 4 12-07-09 Revised Per Planning Board 11-16-09 Comments i ,' a PROPOSED BUILDING CANOPY ' EXISTING o ' I `, , 974 s •'� PROPERTY LINE ------- PAVED AREA: 1,270 S,F, x 2/12 x 1.0 = 212 OF BUSINESS 01 li / + + �, \ _ I EASEMENT LINE - - - - ROOF AREA: 2,655 S.F, x 2/12 x 10 = 442 OF GRASS AREA 750 S F x 2/12 x 0.3 = 38 OF CONTOUR LINE - - - - -99- - - - - 99 TOTAL AREA. 692 CF/68.42 CF/VF (10'0 POOL) = 10.1 VF REQ'D ,' G; 9760 -'- - \ I rn .' I - N BUILDING 1 I ` s7 59 + TC: 97.90 TC: 97.85 + ' TC: 98.20 LB.10 ��, ;gh' w m PROVIDE 2 - 10'0 POOLS X 6' EFF. DEPTH = 12 VF CLIENT INFORMATION. BC: 97.40 BC: 97.35 BC: 97.70 ` I - TO: 97 m BUILDING OVERHANG CURB (ALL TYPES) , 9509+ + , ` : BC:97 30 se i `m w.ls 9B. 4+- , ' PAVEMENT STRIPE � +A j, I ^I I o sfi41 EDGE OF CONCRETE GRASS AREA: 215680SS.F.xx22172xx10 - 891 OF �JPMorganChase AREA IV ROOF LB.11 ` / �' N PAVEMENT SAWCUT --------- PAVED AREA: 5,345 S.F, x 2 12 x 1,0 = 427 OF 'oo �p 98 +wsz + + TO: 9845 1 TREE/VEGETATION LINE ^ ^ ^ ^ ^ / 03 = 584 OF 97,80 + BC: 97. 5 6- I - .. 9768 +96,54 �� I I �y. GUARDRAIL o o TOTAL AREA 1,902 CF/68.42 CF/VF (10'0 POOL) = 27.8 VF REQ'D NEW BRANCH BANK _ uuuuu•uu i Y • -� . . r -■--■--■--■- TC: 99.16 9,'s- g1 �� _Id 56b' / N '�, FENCE PROVIDE: 4 - ITO POOLS X 8' EFF. DEPTH = 32 VF BC:98.66 9832 ■ I I nl DRAINAGE LINE D 10300 MAIN ROAD I00.05 < , I , TC: 98.16 '\'i - - / rn GAS MAIN G G MATTITUCK, NY 11952 BC: 97.66 `� LB.12 TELEPHONE LINE T DRAINAGE TABLE TOWN OF SOUTHOLD j OVERHEAD ELEC. LINE OHE TO: 99.00 - PROPOSED CON9C7REEE � �- - - _ I N7,7'03'Op%� `� ELECTRIC LINE E BASIN RIM OR INV. foo- INLET DESCRIPTION = I , BC: 98.50 i _ N0. GRATE EL. ww TYPE o j. \ 91 DUMPSTER FAD, SEE DETAILS 4 - _ - _ WATER MAIN W W p _ 20Qa' ( JRS ARCHITECT, P. C. oI ` gsa3 N I SANITARY LINE S LB 1 94.15 9 1.6 5 8' CURB se35 DRAINAGE - _ 915 i I ; '1' _ o. ' LB 2 93.75 91.25 8' CURB 181 East Jericho Turnpike,Mineola, NY 11501.2032 AREA IV _ -a I I / _ , PARKING STALL QUANTITY © TN:516-2941666 F..:51629b1669 o ` 00.52 1 0 LB.3 96.20 93.40 6' CURB 30 West 24th Street,3rd Floor,New York,NY 10010 I 97 _ I I I ,4761 SPOT ELEVATION +99 sa 99,50x LB4 96.10 93.30 8' CURB TN:=-929U083 Far:zlzca66Tz1 \` , , LB 5 95.80 93.30 8' CURB 707 State Road,Princeton,NJ 08540-1434 WATER METER ® ® T.1:609-688-91W F.:609-688-906D 99 \ 98 - -- - LB.13 / 9g , /, 9998 LB.6 96.20 93.40 8' CURB 100 �� WATER VALVE ` LB.7 96.50 93.50 8' CURB THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 99- CLEARING LIMITS Imo . • � I `� UTILITY POLE -0- LB.8 96.95 94.45 6' CURB CONNECT ROOF DRAIN AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. FIRE HYDRANT LB.9 96 60 94.35 6' CURB ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS r i ' ' ' \i R LB.10 97.30 94.00 8' CURB CONNECT ROOF DRAIN ARE PROHIBITED. 9085 / . • i i I oo DRAINAGE GRATE ® ® LBA I 9700 94.50 8' CURB CONNECT ROOF DRAIN . I \ I 1p1- - - _ 99x52 g� ' - / I I+ I SIGN LB.13 95.99 93,60 8' CURB 0 8' CURB DRAWING TITLE: \ I ti��. ee3 TREE a SITE GRADING AND DRAINAGE PLAN 10165 \� / . ✓ �QN�, + s8.71 + / \ � � DRAINAGE NOTES: F • ' o, tot 00 / 1. ALL DRAINAGE PIPE TO BE 12" CPP, UNLESS NOTED OTHERWISE 1 o DRAINAGE STRUCTURES ® (® / \ 1 DRAWN BY: DATE: 12/17/07 + 107pg I • ' `� + I II ,ri -� �� 2. ALL ROOF PIPE TO BE 8" C,P,P, UNLESS NOTED OTHERWISE 99 18 �I N 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR CHECKED BY: SCALE: AS NOTED O S 50'07'00 W `, - - _ _ I �I o . ,,... 'L. °"1^ FILENAME: 185.75' J I � SANITARY STRUCTURES OO FRAME AND GRATE AT THE FACE OF THE CURB-INLET SET FRAME AND GRATE AT THE SLOPE OF THE PARK114 ''LOT. - - - - - �185.75' N 50'07'00" E + 1os 56 1` 99'02 I I Nv OF NEW Yo 207100 Grading �P aV,Ps E. + 70{26 �, r\ + * JRS NUMBER. 2072 00 10202 i 10051 99.14 \` l ,I Ih + ?m 71 ,15 y = SHEET NUMBER: SITE GRADING AND DRAINAGE PLANC2 . 01 P ° 626 �� SCALE: 1"=20' - ROFESB NPx• KEY PLAN. f r ik PARKING CALCULATIONS SIGN LEGEND 7� 15'� Spup L\NE PARKING REQUIRED: WN\SE BANK: 1 STALL PER 100 S.F G.F.A. , 25 A W.ryPl 4,200 S.F. / 100 S.F. / STALL = 42 STALLS • • • APPItOVED By /30' E PRN SQu UO TOTAL STALLS REQUIRE = 42 STALLS OA = / WHp IE�VOW PLANNING PARKING PROVIDED: 'TOWN OF SOUTHOU�YNOLD FIRE HYDRANT 1300-1STALLS (STANDARD) = 25 STALLS 11' REQUIRED A.D.A STALLS (RESERVED) = 2 STALLS DATE MAY 0 4 2010 f� LANDBANKED STALLS = 15 STALLS p° R=10' TOTAL STALLS PROVIDE = 42 STALLS -( R=94.96 R \ • 1 6.5' r.., : SECTION: 143 BLOCK: 3 LOT: 33.2 y , R=12, /� MAIN ROPO UTILITY POLE R=12' 5' I 86.75' © _ ' CONSULTANTS: WHITE LANE ARROWS (TYP.) ASPHALT PAVEMENT 5s , p � SSIWEEpOQ� 5' .• GRP ��g%0. R=70' POSSIBLE FUTURE ACCESS LOCATION wM ® p B R=za SAVIK o MURRAY " LLP`" GRASS R=szo1 B -A00 WHITE LANE ARROWS (TYP.) / I CONSULTING ENGINEERS 41 W SMITHTOWN AVENGE,901TE 5.RONKONKOMA.NEW YORK 11779 STOP BAR R-6' I") VOILE.991�.ai-0i>5-WWW 6AVIKANDMURRAYCOM- FTI('.B9NBi-0L40 125' 6' R=S. 170 zr I A \ N 24' ACCESSIBLE 8• \ z LANDBANKED PARKING (1) / PARKING SYMBOL C \ J � e � G I II ASPHALT CURB R=3' R=3, I I I _ 3' 8 6'_T I O I COMMENTS: ® R=14' I 9 20 4VARIES 3P-4" DATE DESCRIPTION - I - R=113' I I r? R=15' 02/28/08 BLDG DEPT SUB 1 R=100' I I LOW 03/24/08 PLANNING BD. SUB YEL � J „�A 1 I I I LINE PARKING J I 5' FULL BARRIER M n I 3, I �, SEE PLAN 3 I 24° I--- II I I - I L4 � — REVISIONS:101824' 18' 5.5' 1 -5" 22' 8 w REV. DATE DESCRIPTION 91 PROPOSED BANK 17 13' 1 5-21-08 REVISED PER TOWN WELL GAP OO I g 69 I 4,253 S.F. I z' I I 1 �,G"-c HIGH TRAVELING LANE LANE ARROW I 60' w ,,, COMMENTS DATED 4-11-08 I I F.F. EL. 98.20 I I I LETTERS © I 26-10-08 REVISED PER nysdot 14 I I I I PAVEMENT SYMBOL DETAILS COMMENTS DATED 5-27-08 / I R-3 N.T.S. AIIHI WHITE TRAVELING LANE STRIPING 3 7-1-09 Per Planning Dept Comments from 5115/09 3 1113 WHITE DESIGNATION STRIPING I I 4 12.07-09 Revised Per Planning Board 11-1609 Comments EXISTING I `.,. I I SIGN SHALL HAVE RED BACKGROUND WITH BUSINESS Af I — WHITE LEGEND, AND 3/4" BORDER I � zw R=15' � _• — — R=15 I I I xN STOP SIGN RESERVED PARKING SIGN NO PARKING SIGN .RESERVED PARKING SIGN CLIENT INFORMATION. �� 11' I I w m N.T S. WHITE ON BLUE BACKGROUND RED ON WHITE BACKGROUND WHITE ON BLUE BACKGROUND '_ (WITH BOLLARDS SIGN POST) (WITH BOLLARD SIGN POST) (WITH BOLIARD SIGN POST) ' ; �'� L _ _ J I I RESERVED NO RESERVED ��JPMorgan�hase TANY4" WHITE PARKING I I I 24" PARKING PARKING PARKING STALL STRIPING (TYP.) �� to I NEW BRANCH BANK 4"—D LETTER SIZE • • • ® TIME 10300 MAIN ROAD R_2 R=7.5' 15 I I cn 5" BAR �, H �~ H MATTITUCK, NY 11952 I P1-1 TOWN OF SOUTHOLD R=7.5' I I 4"-D LETTER SIZE , p4-g P4-6 / R=8' I I I N71'03'00"E Im J R S ARCHITECT, P. C. R-15 I I I 20.00' SIGN SHALL HAVE RED BACKGROUND . ' ,- ' . a - `o z• � • . ' �l � w WITH WHITE LEGEND AND VARIABLE BORDER. a 181 East Jericho Turnpike, Mineola, NY 115 0 1 2 16 6 Tel:6i6-29&164l6 Fat:516-2 9 9 416 6 9 POSSIBLE FUTURE I I� / I I `� DO NOT ENTER SIGN 30 West 24th Street,3rd Floor, New York, NY 10010 O Te1:212-929-0063 Fm:212-6456721 CROSS ACCESS LOCATION I I `m 4 N.T.S. - - I I N ll' Tel:609-683-9100 Fax:609-698 9060 it 707 State Road,Princeton, NJ 08540-1434 I I I N 4" WIDE BLUE STRIPES THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND — J GONG, CURB AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. J�/../ . .I i I GONG. SIDEWALK ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS IARE PROHIBITED. LANDBANKED PARKING (14) • • I I I ,-6" (TYP.) � I $' WIDE DRAWING TITLE: WHITE STRIPES �i T WIDE, 45' BLUE \ I ��NE'• 6 I o T STRIPES, 5'-D" O.C. SITE ALIGNMENT AND STRIPING PLAN I R,4o I I I PARKING , • I I I o DRAWN BY: DATE: 12/17/07 CHECKED BY: SCALE: AS NOTED BLUE INTERNATIONAL I I N 185.75' J I I SYMBOL FOR ACCESSIBILITY F NE S 50'07'00' W FILE NAME: — — 185.75' " 8'-0° 6'-0° 8'-0° P,N�Os E. H'r0 207100 Align N 50'07'00' E I I STANDARD STALL 24'-0" r�� yp�'P 'flop 'pir SIGN SHALL HAVE YELLOW BACKGROUND RESERVED STALL * �-` * URS NUMBER: 20072007 WITH BLACK LETTERING AS SHOWN, AND LOCATE AT EDGE OF PARKING SPACE UNLESS 1/2" MARGIN WITH 3/4" BORDER ACCOMPANIED BY 'VAN` LETTERING SEE CIVIL NOTES, THIS SHEET W =� SHEETNUMBER: SITE ALIGNMENT AND STRIPING PLAN PEDESTRIAN CROSSWALK ACCESSIBLE PARKING SYMBOL RESERVED PARKING STALL AND RAMP DETAIL so . 6265 �� C 3 P � SCALE: 1„=20' N.T.S N.T.S. N.T.S. Of EW v�- KEY PLAN: W/ BRONZE LOCKING DEVICE - T�- / W/ KEY WRENCH SUPPLIEDco I A ' o�oo�000000 A ' \ 9< j / 0=00-00-00—on=Man oo=oE000o I INLETOUTLET 00 e°°SATs°wr__ _A_P—R-0--1-- D BY 1CSNIR c PLANNING BOARD 1-1/2° LETTERS \ 2 PENETRATING PICK HOLES / I NN _ _ - - - - \ ao' APART / TOWN OF SOUTHOLD FIRE HYDRANT ADJUST CAST INTO \ i DATE MAY 0 4 2010 /pHE� TOP OF FRAME CAST DATE IN UNDERSIDE 6 � OF COVER °HELP PLANR=94.96 Z OHE NL'/ 25 ,n i 'h, /p 28-3/6" G�✓i " f'' HEAVY DUTY CAST IRON FRAME SECTION: ia3 BLOCK: 3 LOT. 33.2 27-1/6 FINISHED GRADE AND LOCKING COVER To GRADE 493 ' Op' /UTILITY POLE , \v�tC��\ '. "', ,�� I N49'36 0 E 26" SOLD RINGS AS REQUIRED PSN R �j 86.75' TO BRING SEPTIC TANK TO z CONSULTANTS: p"E G I � _ - _ _ _ 25-3/6° GRADE AS PER S.0 D.H.S. 20" pp" 8" MINIMUM TRAFFIC m °'�' ' I ,' __ I 9,,, I- -92- - _ _ - 7 I/8 MIN. `N N MIN. BEARING SLAB \ PROPOSED WATER;METER ,' , . \ / : N" otif`,� PROPOSED RPZ 4N HOT BOX ' '' i 94 s 3/6" I- - I IN � �6" g^� f ' OUTLET % A CIA a ✓ MIN 4" I SS ASPHALT PAVEMENT—,\\I 24 D 400 P of /n' s• EVO ,, . 95 PIPE EDEQUIVALENT `v z_ MIN. d' DIA. CLASS 2400 US 510 p G rNSSIW OT 95 9s I - 6 / 5-3/4" 6 / PITCHED 1/4' -1 w FLOW PIPE OR EQUIVALENT 2 � 5" 1 8 .r3 0 5 3fi^ � o BAFFLE PITCHED 1/8"-1' °"WM ® p 96 9� ss s6 SECTION A—A °HE GRASS R-97'o1 a' SAVIK o MURRAY, LLP 11P COVER DETAIL CONSULTING ENGINEERS r's `� — _ i's sj � N.T.S. PROPOSED WATER SERVICE .- SECTION 21609MITHIOWN AVENUE,SUITE 6, MURRAKOMA,N FW 631 HT]B VDICE:83N6]-]]]5 -WVJW,9AVIKANDMORRAV COM-FAA&31AB]-]610 PROPOSED UNDERGROUND GAS SERVICE \ S.C.D.H.S. 1 ,200 GALLON SEPTIC TANK zr /V v I - � I� )\ 87 q �� N.T.S. z 9? a ASPHALI CURB , , 11 I I HEAVY DUTY CAST IRON FRAME AND LOCKING COVER COMMENTS: , `�,D ,co ,?� \ter • I I FINISHED GRADE DATE DESCRIPTION INLET MIN. 4" DIA. SOLID PRECAST TRAFFIC 02/28/08 BLDG DEPT SUB BEARING TOP SLAB 03/24/08 PLANNING BD. SUB PARKING ', z EEO S. PRECAST SANITARY RINGS (TYP) PROPOSED UNDERGROUND ELECTRICAL SERVICE y N m ®®® fi:: I' T 1 a > R ® 8'-0" REVISIONS : FUTURE PROPOSED 8'4 X 6' EFF. , i o 1 ' DEPTH LEACHING-POOL 1 _ I I w 2p- MV EXPANSION �,\_ / 4_ ,N„ I q5' z COLLAR MATERIAL TO CONSIST N pool LP w ® ® ®® ® of COARSE SAND AND GRAVEL REV. DATE DESCRIPTION , ,PROPOSEb` BANK I - ® ® ® ® C LLAR 1 5-21-08 REVISED PER TOWN ABONDONED WELL CAP U ' ` I, 6- " - ' �, 9 4,25 . 98,. � I j ® ® ® ® COMMENTS DATED 4-11-08 / O F.F. EL. 98L20 I 6D 1 S) I I I ® 2 7-1-09 Per Planning Dept Comments from 5/15/09 PROPOSED TO X 6' EFF. 101 II ` LP _ ST -'. DEPTH SEPTIC TANK ` `•9u I I I 3 9-28-09 Revised Drainage and Grading O , 3' MIN. ABOVE .-O O -97- - - - - - , r 9 ` 6,$� � \ , 1 I � GROUNDWATER 4 12.07-09 Revised Per Planning Board 11-16-09 Comments EXISTING ' o II `` ,' HOUSE TRAP ) o BACKFILL MATERIAL TO BE BUSINESS I `, PROPOSED 8'4 X b' EFF. ,� _ �- CLEAN SAND & GRAVEL ALLOWABLE SANITARY FLOW ', I `DEPTH LEACHING,'POOL — 11 i Iz z 6' MIN, PENETRATION INTO VIRGIN ' '� STRATA OF SAND & GRAVEL GROUNDWATER MANAGEMENT ZONE: IV ALLOWABLE FLOW FOR SITE: 600 GPD/ACRE CLIENT INFORMATION: (600 GPD/ACRE) X (1.131 ACRES) = 678.6 GPD J ' PROPOSED SANITARY SYSTEM. �� I S. C.D. H .S. SANITARY LEACHING POOL DETAIL ALLOWABLE FLOW FOR PROPOSED BUILDING: '' 6/111, ;"� SEE PROFILES AND DETAILS FOS PIPE L- — —J I I I , N.T.S. J PMorganChase q `, AND STRUCTURE SIZES, THIS SHEfT. /�- I / w' BUILDING USE: BANK (NON-MEDICAL) I 1 J 4,253 S,F. OFFICE X 0.06 GPD/SF = 255.18 GAL. �p �h ` 9a \` \ go, /i m / o NEW BRANCH BANK IFF — SEWAGE DISPOSAL SYSTEM DESIGN aP I' I PROPOSED SYSTEM 10300 MAIN ROAD 11 I / I vT SEPTIC TANK. MATTITUCK, NY 11952 - SEPTIC TANK LEACHING POOL ooREQUIRED: 255 GPD X 2 DAYS = 510 GPD TOWN OF SOUTHOLD 97 RIM: 9723 RIM .19 NV IN94.84 INV IN: 94.26 PROVIDED: (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPD _ � IMV OUT: 9434 DIA. 8' LEACHING POOLS: DIA: 8' DEPTH: 6' REQUIRED: 255 GPD/L5 GPD/SF = 170 SF 20 QD' PROVIDED, (z) a'o x s' EFFECTIVE DEPTH = 300 SF JRS ARCHITECT, P. C. PROPOSED BANK FUTURE: (1) TO X 6' EFFECTIVE DEPTH 150 SF 181 Fast Jericho Turnpike,Mineola, NY 11501-2032 /--� , . 96.20 F.F. ELTel:616�941fififi Fax:616 2 9 416 6 9 FINISHED GRADE 30 West 24th Street 3rd Floor, New York, NY 10010 Cc \ NOTE: Tel:2UQ2M083 ' Fa>v zlzaA6sTz1 \ I 97 I l I I , w \ NO WELLS WITHIN 150' OF PROPERTY 707 State Road, Princeton,NJ 085404434 TN:COMB&SM13 Fm:6096889060 _ 98 � ,I _ _ -- I e O� 99 � y,' � �' I `� PROPOSED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. BUILDING INV. DING ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I ` HOUSE TRAP ARE PROHIBITED. DRAWING TITLE: e LF ® z.00% SITE UTILITY PLAN 4'6 PVC SUN 35 DRAWN BY: DATE: 72/17/07 8 LF ® 1.00% 40 PVC SDR 35 CHECKED BY: SCALE: AS NOTED J 85.75' EL 88.26 SOF NEW FILEN Utility S SO'O7'OO" W �� I �`I, FILENAME: JD'D7'00" E 185.75' 3' MIN. TO �P�o�PS E, op 1 1 , GROUNDWATER EL.84 00 �� P�� JRS NUMBER: 207019 ' 1 ` (HIGHEST EXPECTED 84.701) _ _ * * 07200 I . li SOIL c —� SANITARY SYSTEM PROFILE �F p51 �� SHEETNUMBER: SITE UTILITY PLAN N.T.S. C4 . 01 - - -' ROFE651 P`� SCALE: 1"=20' I KEY PLAN: 5/16"6 GALV - HAUNCH (TYPICAL ALL 4 SIDES) NUTS & BOLTS SIGN (TYP.), REFER TO PLANS 6X6-W2.9xW2.9 W.W.F. (TYP) FOR TYPE AND SIZE. APPROVED BY PLANNING BOARD ^� 8 POURED CONCRETE- TOWN OF SOUTHOLD y B„ 6" COMPACTED GRANULAR SUBGRADE II DATE MAY Q 2010 V SECTION o ® GALV. STEEL / 10' CHANNEL -- 8" CONC. SLAB 4000 LB. 28 DAY STRENGTH a DUMPSTER PAD FENCE NOTES: A • A z ALL FENCE FABRIC SHALL BE BLACK PVC VINYL m SECTION: 143 BLOCK: 3 _ 19T„„33.2,, COATED, CLASS 2B, 6 GAUGE FINISH WITH 9 - GAUGE CORE, ALL POSTS AND HARDWARE SHALL _ _ BE BLACK PVC VINYL COATED TO CREATE A CONSULTANTSr _..�------ " COMPLETE VINYL SYSTEM (^e"' '� [i" I,', II_V)_'r 1 FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (TYPICAL ENTIRE DUMPSTER ENCLOSURE) I'dAPPROXIMATE I 6"x6" W2.9xW2.9 WIRE • • ' ' GROUND I14. MESH WITH 3" COVER DUMPSTER PAD CHAIN MINK FENCE - SEE FENCE NOTES, THIS SHEET SAVIK o MURRAY, LLP SEE CIVIL NOTES, THIS SHEEP I I DUMPSTER PAD DETAIL NOTES: N.T.S. I I 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL CONSULTING ENGINEERS SIGNS EXCEPT FOR INFORMATIONAL SIGNS. 2150 SMITHTOWN AVENUE,SURE 5,RONKONKOMA,NEW YORK I V9 VOICE811411-1111 -WWW.SAVIKANDMURRAY COM-FAN 631A67 7MO 1L 11 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKETS SHALL CONFORM TO THE LATEST N.Y.S,D,O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. COMMENTS: DATE DESCRIPTION #5 BAR CONTINUOUS, 02/28/08 BLDG DEPT SUB EXCEPT AT JOINT 03/24/08 PLANNING BD. SUB TACK COAT 1-1/2" TYPE 6F RA NYSDOT TOP COURSE CURB BOX ROUND GRATE 1" R 2-1/2" TYPE 3 RA NYSDOT 1/4" R 6 BINDER COURSE BASIN OFFSET MEASURED TO 6" DENSE GRADED AGGREGATE CAVIL DETAILS MIDDLE OF THE FRONT FACE OF BASIN OFFSET MEASURED TO THEBASE COURSE 1. CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE THE CURB BOX. CENTER OF THE ROUND GRATE 1}•.�•., STRENGTH OF 4,000 P.S.I. AT 28 DAYS. REVISIONS: A A 2 MAXIMUM SPACING OF EXPANSION JOINTS To BE 20 FEET. REV. DATE DESCRIPTION 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO 1 5-21-08 REVISED PER TOWN — ROADWAY PAVING. COMMENTS DATED 4-11-08 �c° 2 7-1-09 Per Planning Dept Comments from 5115109 i 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSITY COMPACT EXISTING PER AASHTO T-99 30" GRANULAR SUBBASE I S. ALL HANDICAP RAMPS SHALL DE PROVIDED WITH "STEP-SAFE" PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL COLOR BY OWNER 2-#5 BARS 6. AILL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM CLIENT INFORMATION: 2-#5 BARS PREVENTION, BUILDING CODE AND ICC/ANSI Al 17.1 STANDARDS. _ 2'-B" LONG SEE CIVIL NOTES, THIS SHEET ' #5 BARS AT AT 3" C.-C. 'JPMorganChase s C.—c. CONCRETE CURB/PAVEMENT SECTION PLAN N.T.S. NEW BRANCH BANK PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, 10300 MAIN ROAD ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 1184A, OR EQUAL, MATTITUCK, NY 11952 TOWN OF SOUTHOLD 8" REINFORCED TRAFFIC BEARING SLAB TO ❑ CARRY H-20 LOAD WITH AN OFFSET OPENING 3" MIN. 5 BARS 1" COVER �T s° c.—c._j f JRS ARCHITECT, P. C. z T— 181 East Jericho Turnpike, Mineola, NY 11501-2032 CURB Tel:516-2941666 Fan.516-2941fi69 CURB PAVEMENT r RAMP Te1.2129300West 24th Street,3rd Floor, New Yoga,N083 12�100010 45-6721 A A q 1/2" LIP 707 State Road,Princeton,NJ 08540-1434 12 CPP ((TYP. BETWEEN BASINS) z r Tel:609-68&9100 Fe[:609.68&9060 UNLESS OTHERWISE NOTED 2'-0" SIDEWALK SIDEWALK z THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 4'-0" ¢ o SIDEWALK TYPICAL "' EXPANSION JOINT 5' MIN. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. vv 0 0 0 0 0 0 o vv TMP �� ROUND v v o o v� 0 0 0 0 o v B z B APPROX. EQUALU TO ANY INFRINGEMEARE PROHIBITED.TIONS BY OTHERS w I =a I EXPANSION JOINT ) w� OPTIONAL CONSTRUCTION JOINT GEOTEXTILE FABRIC, CONTRACTION � � HEIGHT OF LIP ¢ I MIRAFI 140 AROUND JOINT EVERY 4' EVERY 20' o.•e••• _ > 3w vvv 0 0 0 0 0 0 0 00 PLAN � SEE DETAIL "B" d- Ev ENTIRE CIRCUMFERENCE SEE DETAIL "A" N DETAIL "A" SECTION A—A vv 0 0 0 0 0 0 0 00 � '•rl='=^^II \ DRAWING TITLE: OF LEACHING BASIN JOINT SEAL ER I FULL WIDTH OF CIVIL DETAILS o f vv 0 0 0 c3 0 0 0 0� 1 2" 1/4" yq =Q<— vva 0 0 0 0 0 0 0 vv I 4" POURED CONCRETE "' / MAX. DESIRABLE fjAMP CONCRETE CURB RAMP OPENING m m C� SLOP 1 ON 2 `MAX. °JJ�' vv 0 0 0 0 0 0 0 00 6x6 - W14xW1.4 W.W.F. (TYP.) VARIABLE 5' MIN VARIABLE �J¢ 1-1 2 ON 12 . _ s¢� vo 0 0 0 0 0 0 0 00 0 '1;'. DRAWN BY: DATE: 12/17/07 Nim vv 0 0 0 0 0 0 0 vv INSTALL "STEP-SAFE" PRECAST POLYMER — — oxo r• "� CONICRETE TILE AS MANUFACTURED BY TRANSPO v v o 0 0 0 0 0 o v v w CHECKED BY: SCALE' AS NOTED o¢o "x INDUSTRIES OR APPROVED EQUAL. COLOR BY IS. o 0 0 0 0 0 o vvI 6" COMPACTED GRANULAR SUBGRADE CONTRACTION 4" MIN. OWNER. (TYPICAL ALL HANDICAP RAMPS) JOINT CURB OF NEW FILE NAME: SECTION A—A PAVEMENT qF Y 207100 Details v 1 EXE2"xD PLAN SURFACE .`P o�,,S E. PO�� SECTION A—A [ 19 2' MIN ABOVE GROUND WATER EXPANSION JOINT SECTION El— * � * JRS NUMBER: 20072000 DETAIL "B" LEACHING BASIN SEE CIVIL NOTES, THIS SHEET "F TOP SLAB AND FRAME & GRATE CONCRETE SIDEWALK DETAILS SEE CIVIL NOTES, THIS SHEET 2 s SHEET NUMBER: SIDEWALK RAMP DETAILS sZ5,5 C5 " 01 a FESSI P�� N.T.S. N.T.S. N T.S. KEY PLAN: By FIRE HYDRANT t W / \ � \\~ \ APP REINF. RUBBER H05E 4" DEEP SHREDDED BARK PLANNING BOARD /S W MULCHTOWN OF SOUTHOLD D 12 GA. WIRE - TWISTEAND LEFT LOOSE R=94.96 /- ' 6" SAUCER 'DATE REMOVE 4201„°° _,�' REMOVE TOP 1/5 OF BURLAP J 5 • EXISIT �ECI'GOVA ..-'� ` 2 CEDAR STAKES - DRIVE AT III=1 u- AND ALL WIRE AND NON- { r N49'36'00'�� ANGLE AND DRAW VERTICAL TI uullT BIODEGRADABLE MATERIALS .y "W.........._.... UTILITY POLE AA\ 86.75' iIi II W ,�N / 2-Z5 G +”- - TREE WRAP - ONLY WHERE III - u III - -1 28G B °� 4' DEEP SHREDDED BARK VIII IDIll W W L71 W WIII- II I _ REQUIRED BY LAND. ARCH. W _ TOPSOIL BACKFILL MIN. OF l/ n 50% OF 501L TAKEN FROM HOLE _ f- CB -.- � IIT IIIW1llWWW III III I- .' R=95.9 MULCH*�T�' '««^ �ASPHAL PAVEMENT 2 TIMES BALL DIA. ,^ SOD � s / � � COMPACTED 501E PEDESTAL SECTION 1 �-BLOCK' 3 LOT. 33.2 GROWN OF BALL TO BE SAME 12-71H 1 LEVEL AS IN NURSERY . . . .�. 32-J ^ o _ _ CONSULTANTS: \ BUSINESS SjOP ,+«+ +""« 6" SAUCER L� /� gU5 � G � �WEE09�N "� yy .+ 2-G ti= �'P ST-fRl�� F1�7�NTN� �ETA1� y _ �" Nm III ,! III TIE 1 12—GM f III a REMOVE TOP I/3 OF BURLAP c N SOD . AND ALL WIRE AND NON- WILLIAM (BUDDY) JOHNSON WM ® p II III-III G BIODEGRADABLE MATERIALBASS R=97.01 LANDSCAPE ARCHITECT 555 MEADOW CT. UNITI I TOPSOIL BACKFILL, MIN. OF ITI-III1 so% of SOIL TAKEN FROM SOUTHOLD, NEW YORK 11971 11= -I "«� N I I FI I I 11 -III-I I1-I I II=I I II-I I1-III-I I--III- FI PHONE:631-765-1793 2-7-71-1 8_HH HOLE REINF. RUBBER HOFAX:631-765-1839 i rt•; =ITI=III=III=11 dIIJIL=III=III-III=III=III=III=III COMPACTED SOIL PEDESTAL 12 &A. WIRE TWISTED AND LEFT 2-TG * '«""• 2 TIMES BALL DIA. LOOSE • ^ 2 CEDAR STAKES - DRIVE AT II-HH , . I 3—MR •' 1 FLANT I N6 �ET� L ANGLE AND DRAW VERTICALMURRAY,� * 20-� "Y ':. • 2q-TH 1 5�991P60 �11U��C�'�"� ILV�f� CURB 5-HH ,^, 4-HH r 34—IG 1 4" DEEP SHREDDED BARK CONSULTING ENGINEERS ASPHALT 33-TH n 4 ' m MULCH P50 THTOWN AVENUE, pONKONKOq RKiP-i9 CBVOIEE'III-WWWSgVIHKANOMRCMM- FAX6"4611840 10 R=99.38 GROWN OF ROOT BALLTO BE « { „ SOD 1 SAME LEVEL AS IN NURSERY a 1 "•«":* _ 6" SAUCER "� REMOVE TOP I/3 OF BURLAP ED 2 AND ALL WIRE AND NON- ' IIITIFF 1=1I1=1 BIODEGRADABLE MATERIAL PARKING z ¢ / 6—EG Slli '. ITT COMMENTS: a C� _ 1 III-IT - 11- a I-AG -I TOPSOIL BACKFILL - MINIMUM OF DATE DESCRIPTION cV III-[ III=I 5096 OF SOIL TAKEN FROM HOLE J + II III=11i=tL=1lI=1i1=L- 1=Ill=1 07-24-08 ISSUED FOR REVIEW Ti-ITI= =ITI=ITI-ITI- -ITI a- --_ 5—VR 7- G --IIIIIIL III-III-III-IT-L-IL-III-III=1 COMPACTED SOIL PEDESTAL 1-7r, -TI =ID:_ 10-08-08 FILED FOR SUBDIVISION 20-IG 18-HH 2 ITIMESIIBAILLIIIDIA. 7/1/09 ISSUED FOR SITE PLAN REVIEW \ / � AS PER 5/15/09 COMMENTS WELL CAP ® 6-I5 E 1( EROREEN TREE FLANTI N6 E�)E7X l� 12/7/09 REVISED AS PER 11I16109COMMENTS PROPOSED BANK I-TG4,200 S.F. 8-HH F.F. EL. 98.20 FLANTINO NOTES 3-AO REVISIONS: In 4-76 LANDSCAPE PERGENT,4GE I. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. �O a + 4-HH BUSINESS REV. DATE DESCRIPTION BUSINESS , " '•; . , AREA OF PROPERTY = 49,2li 5.F. IOD% 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION 1 5-21-08 REVISED PER TOWN t� OF MECHANICAL AND UTILITY LINES AND 5TRUG7URE5. IF ANY CONFLICT EXISTS, AREA OF BLDG = 4200 S.P. a.5% CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED CHANGES. COMMENTS nysdotATED -11-0B 20-J Z ' 6-`B 2 6-10-08 REVISED PER nysdot AREA OF PAV ANG; GONG. = 23,875 SF. 48•CJ% 3. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 COMMENTS DATED 5-27-08 O-H ^TM FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. cc le � � ❑ DJ 2-1_MP 59—TN AREA O LANDSGAP�NCx = 2 ),��J�J !J• 43�o 3 7-1-09 Per Planning Dept Comments from 5115109 ly 4 SHREDDED BARK NMULGH.RUB BEDS TO BE MULCHED WITH 4" DEEP FRESH MILLED 4 12-07-09 Revised Per Planning Board 11-16-09 Comments 2-TG -TCa 5, ALL 7REE5 TO BE PLANTED AND 57AKED AS PER DETAIL. d- ;;� 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER CLIENT INFORMATION: N PLANTING. -7 IF ANY SHALL GOVERN.PANGY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN �FJPMorganChase 2500—E N 71'03'00"E 8. ALL PLANT MATERIALS ARE TO 8E MAINTAINED WITH FERTILIZER AND OTHER I-TG 2-AG 20.00 — — _ REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE NEW BRANCH BANK PARKING 20-JB I-TG / 0 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 10300 MAIN ROAD 5-HH / DRIP IRRIGATION 15 TO BE INSTALLED WHERE POSSIBLE. ALL IRRIGATION COMPONENTS AN y, INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE 6 FEDERAL CODES. MATTITUCK, NY 11952 • TOWN OF SOUTHOLD ,`•�;:�', "'' "' \ \ \ \SO \ \ \ \ w 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE •««;«"««• \ \ \ —\ LT \ \— \ \ — II. ALL NEW SEED AREAS ARE TO RECEIVE 4" MIN. OF 70F50IL. IM 12. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY J R S ARCHITECT, P. C. GRASS SEED PER 1000 50.F-T. 181 East Jericho Turnpike, Mineola, NY11501.2032 I Tel:5162 9 416 66 Fav:6162 9 0.16 6 9 / F L A N T L 15 7 Ta1.212930�W3st 24th Street,3rd Floor, New YoFk,II z 50 672 1. 707 State Road Princeton NJ 08540.1434 / / 1 QUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS Tel:6098669100 Fax,' Fan:609688,9060 13 TG TILIA CORDATA LITTLE LEAF LINDEN 3-31/2" GAL. FULL HEAD, WELL BRNAGHED 0 / 4 4 ZS ZELKOVA SERRATA JAPANESE ZELKOVA 3-31/2" GAL. FULL HEAD, WELL BRANCHED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 8 AG AMELANGHIER CANADENSIS SERV IGEBERRY 9-10' HT. FULL, WELL BRANCHED AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. 3 MR MALLS RED JEWEL RED JEWEL CRABAPPLE 21/3" GAL. FULL HEAD, WELL BRANCHED ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 1 51 GM CORFOP515 MOON BEAM MOON BEAM TICK5EED 2-6AL. CONT. FULL AND DENSE ARE PROHIBITED. 1500 EG EUONYMUS FORTUNEI GOLORATUS WINTER CREEPER 21/4" POTS 21/2 PER SQUARE FT. - 16 EG EUONYMUS EMERALD GAIETY EMERALD GAIETY EUONYMUS 18-24" SPD. FULL AND DENSE 118 HH HEMEROGALLIS HAPPY RETURNS HAPPY RETURNS DAYLILY I GAL. POTS FULL AND DENSE DRAWINGTITLE: 6 IS ILEX BLUE GIRL BLUE GIRL HOLLY 5-6 HT. FULL AND DENSE TO GROUND LANDSCAPE PLAN PIN & CA - - 20 IG ILEX GRENATA CONVEXA CONVEX LEAF JAP. HOLLY 24-30" SPD. FULL AND DENSE END. 0.3' WEST 41 IG ILEX &LABRA INKBERRY 24-30" HT. FULL AND DENSE 150 JB JUNIPERLS GONFERTA BLUE PACIFIC, BLUE PACIFIC JUNIPER 18-24" 5PD. FULL AND DENSE 21 MP MYRICA PEN5YLVANIGA BAYBERRY 24-30" HT. FULL, WELL BRANCHED DRAWN BY: NW DATE: 12/17/07 89 TH TAXU5 MEDIA HATFIELDI HATFIELD YEW 21/2-3' HT. FULL AND DENSE PROPOrJ�LD I IN 59 TN THUJA NIGRA DARK AMERICAN ARBORVITAE 5-6' HT. FULL AND DENSE TO GROUND CHECKED BY: ER SCALE: AS NOTED I V LAD5CAI= LSL E A '7 VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 21/2-3' HT. FULL AND DENSE 0 I"=20 �oF NEW 07280-AS-1 DWG v FILE NAME: w SCALE: '-m" 0 Q'��p5 �� WOODED ��- JRS NUMBER: 07200 o - _ ED 3 I . DENOTES EXISTING TREES To REMAIN: �2 2`" SHEET NUMBER: 62 PR ESSI P �� C6 . 01 ILA GROUND KEY PLAN: 0 — -- SURFACE v D z rn SILICONE SEALANT o (SEE NOTE 3)U > -------------I m Z F APPROVED BY. ZE G3 ALUMINUM CAP n (SEE NOTE 2) PLANNING 130ARD j A N SOUTHOLD SILICONE SEALANT o y (SEE NOTE 3) w DATE MAY 0 4 2016 ------------------------ N 16mm 9 REBAR EPDXY COATED E Da aw E - - - E � AAV 3 ' zs' 1s- 2s-I E — — — — — — N .Y. S. RT. 25 0 - - - SECTION: 143 BLOCK. 3 LOT: 33.2 T� mx- MAIN ROAD WHITE SOLD LINE o m PROPOSED CONCRETE SIDEWALK MEET EXISTING CURB WORD PAVEMENT MARKING s. - NYSDOT ITEM 608.0105 DOUBLE YELLOW SOLID LINES CONSULTANT b R=12' R=12'—\ 16' WHITE LANE ARROWS (TYP.) - Q (EXISTING) / / /�%T' T r^ 214 (EXISTING) r -- - -� -Ij /r%i /!r/i/ 65' 25 �_ ANY INSTALLATION DETAIL IN ISTPNmNG ® `' / lml o7oa EARTH OR SWAMP _ 1530 — --I TIME EXISTING "MATTITCK MOTEL" SIGN 5' INSTALL STEEL PIN AND CAP R.O.W. MARKERS AT PROPERTY N.T.S. _. EXISTING TREE ROADWAY RESTORATION CORNERS ALONG NYS RTE. 25 (TYP. OF 3) MARKERS TO BE �Q EXISTING UTILITY POLE / IN CONFORMANCE WITH NYSDOT STANDARD SHEET M625-1R1. 0 - 40 - 50 mm INSTALL SIDWALK RAMPS (TYPICAL OF 3) SEE DETAIL, THIS SHEET. ' SAVIK` MORRAY, LLP NYSDOT ITEM 608.0105 / PROPOSED CONCRETE CURB - NYSDOT ITEM 609.04010510 PROPOSED CONCRETE SIDEWALK - NYSDOT ITEM 608.0105 z CONSULTING ENGINEERS �1 m Pi605MRRTOWN AVENUE,SUITE 5,RONKONKOMA,NEWYORK 1177.r / N.Y.S. ROUTE 25A EXISTING TAPERED RECESS 26 mm I -- 1 O VOICE:9]1AU-7775_WWW SAVIKANOMURRAY COM- FAX,]1,97-7"R MIN. OR THREATED WITH / 1 OR WITHOUT TAPER SIGNAGE AND STRIPING PLAN 5 MIN 1„=20' --I OS 00” 6'-7' 0 COMMENTS: 3 -4 VARIES ' " MPT NOTES: 1�S 1. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. 'cyT-DF -�P� DATE DESCRIPTION \1 l _ 2. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. 02/28/08 BLDG DEPT SUB YELLOW ;n3 NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR STEEL PIN AND CAP 03/24/08 PLANNING BD. SUB LINE APPROVAL FROM THE STATE PERMIT INSPECTOR R.O.W. MARKER FULL BARRIER 4. ALL LANE CLOSINGS SHALL CONFORM TO THE NYSDOT MUTCD N.T.S. SPECIFICATIONS AND DETAILS. SEE PLAN NEW YORK STATE DEPARTMENT OF TRANSPORTATION GENERAL CONSTRUCTION NOTES: r4, 10�� S LINE 1. THE GENERAL CONTRACTOR To CLEAN EXISTING DRAINAGE BASINS 1'-5' ALONG AND IMMEDIATELY ADJACENT TO NY ROUTE 25 SITE FRONTAGE REVISIONS: AT THE COMPLETION OF CONSTRUCTION. UUUUUU v REV. DATE DESCRIPTION TRAVELING LANE LANE ARROW z. REPAIR Exlsrwc SHOULDER, SIDEWALK AND cuRewc AS ORDERED By O z 652 0 1 6-10-08 REVISED PER NYSDOT STATE ENGINEER. "' PAVEMENT SYMBOL DETAILS t * ) 500' 500' COMMENTS DATED 5-27-08 2 7-1-09 Per Planning Dept Comments from 5115109 N.T.S. \ i N.Y.S. RT, 25 a ' MAIN ROAD ,1 R=I-1/2" t F 6, 3 CLIENT INFORMATION. 1" L-1-- 500' 500' — — '_ CURB NOTES: € o 1. i/2' PREMOLDED BITUMINOUS JOINT FILLER SHALL BE PLACED �" g �vOR oi `i JPMorganChase IN JOINTS AT 20' TO 25' INTERVALS ALONG THE LENGTH OF ommm ROAD o N THE CURB; WHERE CURB ABUTS DRAINAGE CASTINGS; AND AT WORK ALL 'C'S AND PT'S; AS ORDERED BY THE ENGINEER, AHFAD x NEW BRANCH BANK 2. THE END OF THE CURB NOT ABUTTING EXISTING CURB SHALL PAVEMENT BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 10300 MAIN ROAD FEET AT LOCATIONS FACING TRAFFIC. MATTITUCK, NY 11952 CENTER TURN LANE CLOSED - ON A THREE LANE, TWO WAY ROAD TOWN OF SOUTHOLD ITEM 609 0401051 M N TS CONCRETE CURB TYPE VF- 150 SYMBOL LEGEND JRS ARCHITECT, P. C. N.T.& ARROW PANEL 181 East Jericho Turnpike, Mineola, NY 11501-2032 Tel:5162941666 F•x:Si&2911669 ARROW PANEL SUPPORT OR 30 West 24th Street,3rd Floor, New York,NY 10010 •w:• TRAILER (SHOWN FACING DOWN) Y Tee=-929aaea Fex:212-645-6721 o g 707 State Road, Princeton, NJ 085404434 <�= DIRECTION OF TRAFFIC O z TeI:fi09Sa69100 Fax:60%S&9060 EXISTING A CHANNELIZING DEVICE 3 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ROADWAY AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. MIN. 4' VARIES _ FLAG TREE ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS TACK COAT TO BE INSTALLED BETWEEN F SIGN (SHOWN FACING LEFT) •� \ ♦ ARE PROHIBITED. EACH LIFT OF ASPHALT, ITEM 407.01 I � TYPE III BARRICADE \ 1/4" PER FOOT DRAWING TITLE: .. � �OOOOOO� _ _ - _ _ _ N.Y.S. RT. 25 C� 4" TOPSOIL & SEEDING WORK SPACE v� �' N.Y.S.D.O.T PLAN, NOTES AND DETAILS jj' F MAIN ROAD "rag �' z ?, ITEM 613.0101, 610,0203 x a CONCRETE CURB TYPE VF-150 3 • DRAM BY: DATE: 12/17107 SEE DETAIL THIS SHEET W • 2 CHECKED BY SCALE: AS NOTED ITEM 609.0401051 M �, �. ••• PROVIDE 1' OF OVERCUT1-}" ASPHALT CONCRETE TOP COURSE ITEM 402.098301M & 402.098311M o ax zo �� g m FILENAME: FOR TOP COURSE ASPHALT 2-�' ASPHALT CONCRETE BINDER COURSE ITEM 402.198901M & 402.198911M v m ROAD . o ,NOF NEWY 207100 NYSDOT Plan WORK • �P cps E. ap FULL DEPTH SAW CUT 6" ASPHALT CONCRETE BASE COURSE PLACED IN ITEM 10403.0903 AHEAD JRS NUMBER: 207100 TWO LIFTS OF APPROXIMATELY 3" EACH ITEM 402.378901M & 402.378911M ~ �- 1f * 07200 fi" SUBBASE COURSE ITEM 304.11 WORK ALONG SIDE OF TWO-LANE, TWO-WAY ROADWAY WITH WIDTH _� SHEET NUMBER: ROADWAY RESTORATION DETAIL AVAILABLE FOR TWO-WAY TRAFFIC PROFESSION C7 . 01 N.T.S. N.T.S. RESPONSIBILITY MATRIX \ / SCHEDULE ITEM FURNISHED/ FURNISHED/ FURNISHED COORDINATED INSTALLED BY INSTALLED BY BY OWNER/ BY GENERAL OWNER'S GENERAL INSTALLED BY CONTRACTOR /�� TP EQUIPMENT CONTRACTOR GENERAL (GC) �� FIRE HYDRANT-" j ;1 - CONTRACTOR (GC) CONTRACTOR YES l4 ' PRE51 -FABRICATED DRIVE-UP CANOPY (SEE NOTE 9) X YES, - i [ _/ '•� �� / PYLON SIGN (SEE NOTE 10) X ' YES iT "/ R-9496 EXrERIOR BLDG SIGNAGE (SEE NOTE 4) k TES I.GCNTRACTOR SHALL VERIF7 AWNINGS (WHEN SHOWN ON ELEVATIONS) X TES, / I / � _i / /.-'� I , REMOTE TELLER DRIVE-UP UNITS X YES, j,,y.--y-��, �, \ • / /� !' ',?}�•P IiJ, h 901E DEARIN GAPAGITT TELLER WINDOW/DEAL DRAWER X j UTILITY POLE /-'' PRIOR TO INSTALLATION. /j f/ // / ppO IA" DIA CONDUIT TUB-UPBFDATONAIZE IS YES /y r ATM-WALK-UP/DRIVE-UP (SEE NOTE 3) X YES -/ f/ �r'\� / /�_� \/G ' "tic. LO TTEMP ION O ORARY (SPROVIDE '7' EA BOIL BEARING CAPACITY NIGHT DEPOSITORY/ PACKAGE RECEIVER X YES, SIGN I NI-IALT PAVEMENT SIDE WHERE GROUT NECESSARY)—\ CASH VAULTS 1 SAFE DEPOSIT CHESTS k YES %// �� CB • "y • _ I AS Io MERCHANT AND TELLER LINE COUNTERS k - uo YES /� �/` / R-959 �,.. Gam- �- I 1 6 n ��:' ; CONCRETE ICQ TELLER CASH DISPENSERS X YES I (`: CUA UNDER COUNTER BANK EQUIPMENT X YES 1. . SYSTEMS WALL PARTITIONS xg /.��- ,_, /, ., 'O� p PROVIDED BY - •T G FURNITURE X 1-0 YES ,% 5 S,Oa V G .- GRpys TWEE ce'rG• CHASE. OR TO io �?; 3/M" DIA.X 7" i!��/'� / CONTRACT r- GAI.-V.ANGaORDOLTS PLASMA TVs (WHEN SHOWN) X YES -�'� k PROVIDE POWER I TYPICAL POLE FOUNDATION EMPLOYEE LOCKERS X G ^ PSI YES j'" / WM ® t' �� / — _ .`'M": (5)00 IES LONGI Z. TfiLECOMMUNICATIONB X YES /� i GGRASS R-97.01 'C� i I f51 "d TIES o C O.G. f4) ' 4 VERTICAL DATA PROCESSING X NO G /,� ' a'•e I N I ONE AT EACH CORNER SECURITY SYSTEM (SEE NOTE 5) REFER TO SECURITY DRAWINGS FOR RE8PCN8161LITIES /G `>.7./ 9� \N I'-4" 8QUARE OR I'-6" DIAMETER GOPY'MAGHINE X NO �P �,[ I ' 2 SITE LIGHTINCs DETAILS / I I INTERIOR BLDG. SK,NAGE (SNO SCALE: NTSEE NOTE 4) X / , TEMPORARY CONSTRUCTION 81GIV k YES ` ' \ REFER ADDITI TO E INEE TNG DRAWINGS FOR TOILET ROOM SIGNS a ALL ACCESSORIES X YES Gh \" I :� I MOTORIZED 4 MANUAL SHADES X I CARPET TILE 4 RESILIENT FLOORING X YES xl U_ I VESTIBULE FLOOR GRATING X = I SYMBOL L ST REM DESCRIPTION 38 R=99 PORCELAIN TILE FLOORING X YES WOOD FLOORING lSEE NOTE 7) X 7E9 I z P-m I _ - WOODMILLWRK • SMILE LIGHT ON 12' POLE ON 2' CONCRETE BASE INVUE, COOPER LIG PAINTING 4 WALL COVERING x YES I — V)[S-ITS-MP-3S-AP QUEING ROPES X PEES PARKING yesII j5 U1I ,\ _ I I, / 1` DARK SKY COMPLIANT POLBE START Ma e MICROWAVE, REFRIGERATOR TV k YES r'' I 1 DOUBLE LIGHT ON 12' POLE ON 7' CONCRETE BASE s I •I -' - .�\ I,__ ` \ INVUE,COOPER LIG, PERMANENT CORESACEYING (SEE NOTE 6) NO I' �' '�� I,, 1 DARK SKY COMPLIANT roe ASP-35-P CHECK DESKS X YES, WASTE CONTAINER (EXT.) X YES I'I 1 PRol=05pD BANG I \ {11 I , PULSE START Meta UTILITIES, AND FIREPROTECTION SERVICES/ CONTACTS X YES i1 1 'I 4,200 S.F. I• // I I 1 F.F_ EL. 058.2r1D HARDWARE (SEE NOTE IIl X ';i SEE 2 FOR 2'I 1 DOUBLE LIGHT ON 12' POLE ON CONCRETE BASE INVUE, COOPER LIC: 81LIGHT10147 ING I WELL CAP d I DETAILS. AILS. CTYPJ I VXS-115-MP-38-AP NOTE: BUSINESS DARK SKY COMPLIANT POLE: ASX4TI2WAP •I •'• I\ �(J-� .�� / IIS I FN1L9E START Mels I. FOR OWNER'S, EQUIPMENT GENERAL CONTRACTOR TO PROVIDE REQUIRED OPENINGS, 4 (EDIy , I /(i,; I` � ACCESS PANELS, AND ELECTRICAL REQUIREMENTS (NCLUDIN6 FINAL HOOk-UP). ST atAlEO ( ' "- I •'" \. I• I DA LED CANOPY LIGHT X6IL s�L50 CW 1 2. MILLWORK ITEMS.GENERAL CONTRACTOR TO PROVIDE "BACK OF STORE" MILLWORK WHICH ```�O, INCLUDES MASE AND WALL CABINETS,Uk:)W COUNTERB AND SHELVING. BUS',NE58 1 --- __ I I I Q SOFFIT pOILN LIGHT PORTFOLIO COOPS 3. ATM UNITS, ATM BUILDING,ATM SURROUNDS. GENERAL CONTRACTOR TO PROVIDE POWERI _. C6-1-42-EWSI-W-1-1 AND CONDUITS. COMPACT FLUOREU 4. SIGNAGE TO INCLUDE DIRECTIONAL SIGNAGE, AND MAIN BUILDING LETTER SET. GENERAL 1 I �p D I tuII G008E NECK LIGHTING BK LIGHTING 6" ] CONTRACTOR TO PROVIDE CONDUIT, ROUGH-IN 4 FINAL ELECTRICAL CONVECTIONS. I p� I LOGIC SN-O-WHP- K I 5. ELECTRONIC SECURITY SYSTEM INCLUDING ALARM AND GGTV GENERAL CONTRACTOR TO I I 9 36" PROJECTION F IWhL 1 I I ,-m�; PROVIDE CONDUITS, POWER AND PLYWOOD AT PHONE ROCK y 1 COLOR SHALL BE' 6. FACILITIES MANAGER TO HIRE LOCAL LOCKSMITH TO FSKEY ALL LOCKS AT TURNOVER DATE TO BRANCH PLANNING. I i ,g ca I 1. WOOD PLANK FLOORING TYPE WD-I. GENERAL CONTRACTOR TO BURNISH QUANTITY TAKEOFF INCLUDING 10% ATT1CSTOCK. �-.� I I Nl'll"03'191a°E NOTE. SIGNAGE UNDER SEPARATE PERMIT 8. EQUIPMENT CONTRACTOR 19 A SUBCONTRACTOR OF THE OWNERi- 9. DRAWINGS ARE INCLUDED IN SET FOR REFERENCE. DO NOT INCLUDE FERE-FABRICATED P086115LE LOCATION O:00786-ACC[SS LAND SAN=P RCIN2 SPACES (N CANOPY IN BID PRICE. / GLAND BANKED PARKINS;SPACES + 10. MONUMENT SIGN FOUNDATIOW MASONRY BY OWNER'S SIGN VENDOR ELECTRICAL BY - 11 GENERAL CONTRACTOR PARKING �.. r^ I I ISL ATM LAYOUT I LABASED ON YOUT WITH FINAL OPTEVA APP750 ROVER DRIVE-UP _ _ 1 \ MANF'RS DRAWINGS BEFORE CONSTRUCTION \ I �� HOLD �� / l , ./ . .mn 1/ 'rWO STEEL PIPES \ \ \ ./ I 1IEFER TO CIVIL DRAWMG 06IDI-- -- ��p,+R -- - - - _.- '. .. SEE DETA1Ls. I I I /v Z� I I TEMPORARY PROJECT SIGN PLAN DETAIL \ \/ W LANWAPE SIM .•' I I C4 SCALL: N.T.O. 5/A5 I I \/ / 1 R"RR TO CIVIL PR /ING�GmI ® — — J 4 •�1 1 WHITE LETTERS LINE OF ATM „ / _ _ - - - F'ROPOSEU 4 UNIT- G.C. TO $1 " � - - ARCHITECTURAL SITE PLAN ' CHASE SLUE CAULK AROUND w - M p',r•1 :V <.LI' P-20,-c" BACKGROUND oming Soon BASE AFTER �N�57 SCALE: ITEf INSTALLATION : .D FI'"� 1 1 r-7• 1'-2" s" �+ v. � GRAr LETTERS ow Hiring, visit chase.comr'careere - SEE PLAN FOR LOCATIONS {� WHITEALL SIGNAGE 5Y OLLAP COMMAND FILED UNDER OTHERS ESACKGROUND BUILT GREEN CIFI E P 4 - MENDERIDEAL VATLAd1ESkLPS BPD-CBE-4-54-e B TO' N 2 1/1"NCMNAL (2875" oD.) SEPARATE APPLICATION LL I� T e q, 867 NEL PIPE. PWG WELD MOD Ill To ATC44 OBE-SLUM-8 4 �/ YY TOGETHER COLOR TO MA7CN OLE' BLUE EYES BLAS DATE WIREWAY 6" NOMINAL AND FILL BENJAMIN MOORE PAINT CHANNEL FROM fbY2D"ODJ STEEL DOTH I+IPCD CONTACT. 5=2I YiPYSCAB LETTERS PIPE WITH IPH"CONTA T. MAR3100 TOPPER 2' DEEP , ' 0 SLCONCRETE E-MAIL:MVENCOAe+IDCAL6NIELp.COM GLUE PIT BOX �. INSTALL 2'x4"x2- ISLAND � No APIA OPENING IN SS, 2D35 CLARK ST.DETROITM LOGO I WEATHERPROOF FLAN WIRE JUNCTION - OROERNG DYOENERALCONTRACTOR TEMPORARY PROJECT SIGN ELEVATION SLAB, B" DEEP, I 2" BOX JUNC WITH `1 BOLLARD PLAN 14" W x 15.5" , I , - NTA. uaocxee Fuze n'-aP x s•-mw L TOP OF PAD iv wi Reu:e4UO LQ-78K RRLaS cN ONCE ATM IS SET I yr ANGLE "m FRAMNS SCALE: NTA. SLAB 4" G.C. IS TO FILL 6"NOMINAL[6826"ODl TOP. DOMED 4 ANY EXPOSED �7yTl'� - eEE S77WI.:11VJ.DGYl a WRING TRENCH. STEEL PIPE 2 IR"NOMINAL (2876" OD.) TPP OF„"„ ELEVATION 547 TALL WATER TIGHT STEEL PIPE,PLUG WELD WITH SOLLAR 5 - S — — SEAL IS .. DRILLED HOLES TO r." STEEL ® BILL OF MATERIALS DET 5-A5 REQUIREDPIPE. FILL BOTH PIPES WITH . O. ," .. 0- CONORS77E• W x V I "ANSLC NO. CITT. 8C I ION I""'W '''° 1 DO BOARD BOLLARD TO BE GALVANIZED. 2 4 BASE NOTE: SEE BANK N p I wcoNeawLL 3 4 SUPPORTS SEE DET. I EQUIP. SHOP n , 5/A5 FOR DWGS FOR S I SSEEELLABO�RPrR E®FLIIMDI plug,, 5 2 HOPI. SPREADER TYPICAL ADDITIONAL S I INFORMATION OST VERT. ISLAND & PLAN BOLTS, CONDUITS © S I rDP OF elm ,ca+lcN ar 3 BOLLARD ETC. & O INFO + :I '' '• 4.OeuHm ST"orE1e v . —` A. — GONCRE[E 16LAND 12" raPAeIm PILL o TOTAL 714111PLANJEA4 6" E. REFER TO TOW, BANK ABO N L LOCATION ON SIE; j • ' — STRUC.DUIGS-FOR MORE INFO. SECTION � _�11 = [2)4X12" TEMPORARY PROJECT SIGN ELEVATION COMPACTED SCALE. N.T.S. DRIVE UP ATM ISLAND DETAILS HOUSE TRAP DETAIL '� SCALE, N-Td SC,41.E, N.Tb. ELEVATIONS / MAIN ID / CHANNEL LETTERS INWMINDUSTRIES IDENTIFY WITH QUALITY `& 1 - CHASE i 9'-6- P1 , 1" M I NORTH ELEVATION- (BLACK LETTERS /BLUE OCTAGON) LNIC-BLK-24 EAST ELEVATION N.T.S. N.TS. m g 4 ih SCALE.1/4"= 1 0 I Custom Monument M 25 COST pLAW -_ -- Gi (non-illuminated � T II VARIANCE REQUIRED SOUTH ELEVATION . WEST ELEVATION N.T.S.- N.T.S. 14'-0,1/2" APPROVED BY 1 10'-81/4" 8 3/4°° 2'-7'1/2" PLANNING BOARD CD N CHASE DATE OF SOJTHULD E MAY 0 4 2010 DIMENSIONAL LETTERS - LNIC-BLK-24 - ELEVATION SCALE: %"= 1'-0" - — lOf3 .• ,It` NFGE DU61HEd �.W,VIIa AJ?.1ilER CHASE Main Rd. i Bay Ave. • 6259 A 1 8-414-7 CORPORATE OFFICE: 360 CRIDERAVENUE MOORESTOWN.NJ 08057 P-856.802.1677 F-856.802.0412 FLORIDA 7416 SAND LAKE ROAD ORLANDO,FL 32809 - TEXAS SERVICE CENTER 460 SOUTH BELTUNE ROAD SUITE 422 IRVING.TX 75060 - NORTH CAROLINA 120 CASCADE DRIVE CONCORD,NC 28027 - TEXAS 7303 BURLESON ROAD,SUITE 706 AUSTIN,TX 78744 INIS IS AN ORIGINAL UNPUGLISNW DRAWING CREATED BY HW SIGN MOUSIRIES INC.3 13 PROVIDED PDA ME EXCLAIM USE BY RIF CUSTOMER AND FOR THE PROJECT NAMED IN THIS TALE BLOCK.R SMALL NOT BE PROVIDED TO ANY OTHER SIGN MANUFACTURER GRIJSED FOR ANY OTHER PROJECT WRNGUTTHE MITTEN PERMISSION OF NWSIGN INDUSTRIES,INC THIS DRAWING IS AN INSTRUMENT BF SERVICE AND SHALL REMAIN IME EXCLUSIVE PROPERTY DF NW SIGN INDUSTRIES INC ©NNSIGNINWSTMES.INC.NOF SURROUNDING PHOTOS NWOM INDUSTRIES IDENTIFY WITH QUALITY I11aMCisc E r�,.`�:. J L mac.._... y:. `A I t _ -14.r JIM- .ti F , 1 1h u111 i TVAR? • b 'wwYY11^•^•LL++ 'ISVI iJAB;E n00RE55 Stl-_ FA ENUW6[q pPFuNU AUh15LR CHASE MainRd. i Bay L B 6259 08-414-7 CORPORATE OFFICE: 360 CRIDER AVENUE MOORESTOWN.NJ 08057 P-856.802.1677 F-856.802.0412 FLORIDA 2416 SAND LAKE ROAD ORLANDO,FL 32809 - TEXAS SERVICE CENTER 460 SOUTH BELTUNE ROAD SUITE 422 IRVING,TX 75060 - NORTH CAROLINA 120 CASCADE DRIVE CONCORD,NC 28027 - TEXAS 7303 BURLESON ROAD,SUITE 706 AUSTIN,TX 78744 TNM IS"ORIGINAL MUNUSXEO DRAWING CREATED BY NW SINN INDUSTRIES,INC R IS MOWDED FOR TRE E}CWLM USE BYTNE CUSTOMER AND FOR ME PROJECT NAMED IN TMS IDLE BLOCK.ITSNAKE NOT BE POUNDED TO ANY OMEN SIGN MANUFACTURER OR USED FOR MY OTTER PROJECT WNW ME BRITISH PERMISSION Of NW SIGN INDUSTRIES Inc MIS UMWMG IS MINSTMIMENf OFMRICEWD$HMLREMNINDEEYMW MOKRTYBFNWAGN IMOUSTICES,INC ©NIC MSN NVUSmIEG 1x6.[009 ENGINEERING __T _ _ _ -- - -_ NW INDUSTRIES IDENTIFY WITH QUALITY DESIGN WIND SPEED 90 MPH IMPORTANCE FACTOR:1.0 EXPOSURE 9'$' ESTIMATED SIGN WEIGHT SIGN BOX 1'-5" -600 lbs. 9'-2 3l4° THIS DRAWING IS INTENDED FOR SITE SPECIFIC �. MOUNTING AND INSTALLATION PURPOSES. LT X 2X.25 ALUM.ANGLE FRAME JI 50 REFER TO THE LATEST LINK ENGINEERING WELDED CONST.FRAME TO BE BOLTED Ir SPECIFICATIONS FOR SPECIFIC FABRICATION TO 4 X 2 X 3116 REC TUBE W1518'0 THRU o METHODS. BOLTS(A325) � Z< o — � i AN u �� 'J — -- ° 4" � < 718°0 HOLE FOR 518°0 `O TS 4 X 2 X 3116 ANCHOR BOLTS (A500 GR.B)TYP TS4X2 a Lu 4 ¢ --- -SEE BASE PLATE DETAIL Ell TUBE TO 3116 PLATE o RADE PL 12'X 6'X 8'(A36) HIGH STRENGTH NON-SHRINK (2 REQ'D) CID GROUT 5/8'0 x 24'ANCHOR BOLTS BASE PLATE DETAIL (F1554 GR.55) SCALE:1 1/2'=1'0' S•THREAD-3'HOOK 0 2 (5)#4 BARS ON A 16' PATTERN WITH#3 STIRRUPS 6°O.C.AT TOP 18'THEN, 14"O.C.THEREAFTER (DO NOT WELD REINFORCING BARS) 30'30"0 300 3000 PSI CONCRETE AUGER AUGER NOTE:MIN..52CUBIC YARDS AUGER FOOTING OF CONCRETE REO'D PER FOOTING (.544 CUBIC YARDS PER SHOWN ABOVE) M-25-CUST MONUMENT- FOUNDATION DETAIL- ELEVATION M-25-CUST MONUMENT- SIDE VIEW 3 o tC 3 SCALE:'/s" = I'0* SCALE:YP"= I'0' NOTE:NON-ILLUMINATED :,rtc CHASE,. .VNO . Bay Ave. B 625908-41 M T---.- - --- ----T- CORPORATE OFFICE: 360 CRIDER AVENUE MOORESTOWN,NJ 08057 P-856.802.1677 F-856.802.0412 FLORIDA 2416 SAND LAKE ROAD ORLANDO.FL 32809 - TEXAS 5ERVICE CENTER 460 SOUTH BELTUNE ROAD SUITE 422 IRVING,TX 75060 - NORTH CAROLINA 120 CASCADE DRIVE CONCORD,NC 28027 - TEXAS 7303 BURLESON ROAD.SUITE 706 AUSTIN.TX 78744 Mp6IS WIpV81&LLID&UB11611fOM1M'AGCIURSGBYI111 SIBXUNIISTIIIES,INC.MIS FRONDED FOR ME EXCLUSIVE USE BY ME CUSTMER AND FORTNE PROJECT NMO IN THUS ME BLOCK ITSHAUX NOT BE PROPOSED TO ANY OMER SIGN MMIUNFACNRER OR USED FOR ANY MEN PRRMECT WRNGUT INE INIUMN PERMISSION OF NW SIGN INDUSTRIES.INC TMMBRAWINBISMIXSTIUMFNf 0i 8ERWCE RNO SNALRFNMNIXE F11ClUSIYE RtGPFRiY 0FNW MON INVOSTNIES,INC ©NWSIGRIRDUSLRIES.INC HIR I . . MAILING ADDRESS: PLANNING BOARD MEMBERS O� pF so P.O.P.O. Box 1179 MARTIN H.SIDOR a y Southold, NY 11971 Chair l0 OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G Q 54375 State Route 25 JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI lifCOU'M'N Southold, NY n 11 Telephone: 631 765-1936 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD May 4, 2010 Jennifer Porter, Esq. c/o Gibbons, P.C. One Pennsylvania Plaza, 37th Floor New York, NY 10019 Re: Final Approval: Proposed Site Plan for Chase Bank, Mattituck Located approximately 120 feet east of Marlene Lane, on the south side of NYS Route 25, a.k.a.10300 NYS Route 25, Mattituck SCTM#1000-143-3-33.2 Zoning Districts: B & R-40 Dear Ms. Porter: The Southold Town Planning Board, at a meeting held on Monday, May 3, 2010, adopted the following resolutions: WHEREAS, this site plan is for the new construction of a 4,200 sq. ft. bank with two drive- through bays on a previously developed 112,647 sq. ft. (2.8 acre) parcel. This parcel is split- zoned General Business (B) and Residential-40 (R-40), and on May 3, 2010, was approved by the Planning Board to be subdivided into two lots. The site plan will be located entirely on proposed Lot 1 (49,262.82 sq. ft.) in the B Zone portion of the lot. The site is located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, Mattituck, SCTM#1000-143-3-33.2; and WHEREAS, an application for a site plan was submitted on March 28, 2008, including a site plan prepared by John Sorrenti, R.A., and Thomas E. Murray, P.E., dated December 17, 2007; and WHEREAS, on April 14, 2008, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this Unlisted Action; and WHEREAS, the N.Y.S. Department of Transportation granted approval of the proposed access to the site in a letter dated August 4, 2008; and WHEREAS, the Office of the Southold Town Engineer, on December 5, 2008, provided comments to the Planning Board on the proposed access to the site; and � i • Chase Bank, Mattituck Page Two May 4, 2010 WHEREAS, on August 4, 2009, the Southold Town Planning Board referred the application as a combined referral in connection to the standard subdivision application pursuant to Southold Town Code §280-131 C. & §240-12 and distributed the application to agencies having jurisdiction for their comments, and the following agencies responded: Town Engineer, Architectural Review Committee, NYS Department of Transportation, NYS Office of Parks, Recreation and Historic Preservation, &the Mattituck Fire Commissioners; and WHEREAS, on August 4, 2009, the Southold Town Planning Board, pursuant to Southold Town Code §280-131 C., distributed the application to the Suffolk County Planning Commission; and WHEREAS, the comments from those agencies referenced above were received and accepted by the Planning Board, discussed with the applicant, and incorporated into the site plan to the satisfaction of the Planning Board; and WHEREAS, on September 14, 2009, comments were received by the Suffolk County Planning Commission and the site plan was determined to be a matter of local determination; and WHEREAS, on November 10, 2009, the applicant submitted a Traffic Impact Analysis in connection with the site plan that concluded that the traffic impact of the proposed Chase Bank with Drive-Thru Service would be minimal and that the site had been designed to provide adequate on-site parking and queuing accommodations; and WHEREAS, on December 7, 2009, the Planning Board reviewed the Traffic Impact Analysis submitted and accepted the analysis as being adequate; and WHEREAS, on December 7, 2009, the Town of Southold LWRP Coordinator reviewed the above-referenced project and had recommended the proposed project to be consistent with Southold Town LWRP policies; and WHEREAS, on December 14, 2009, a public hearing was held and closed; and WHEREAS, on December 14, 2009, the Southold Town Planning Board, pursuant to State Environmental Quality Review (SEQR) (6 NYCRR, Part 617.5 (c) (3), made a determination of non-significance for this Unlisted Action and granted a Negative Declaration; and WHEREAS, on March 2, 2010, the Southold Town Planning Board provided comments to the Zoning Board of Appeals in support of a sign variance for the proposed ground sign as it was not a substantial relaxation of the Code and would have no adverse effect to surrounding properties; and WHEREAS, on April 21, 2010, the Suffolk County Department of Health Services issued a Permit (#C70-09-0012) and approved the project and stamped the map; and WHEREAS, on May 3, 2010, the Southold Town Building Inspector reviewed the plan and certified that the proposed use as a retail bank is a permitted use in this Business Zoning District; and WHEREAS, on May 3, 2010, the Southold Town Planning Board approved a standard subdivision that created the lot for the proposed retail bank in the Business Zoning District; therefore, be it r Chase Bank, Mattituck Pape Three May 4, 2010 RESOLVED, that the Southold Town Planning Board has determined that the action is consistent under the policies of the Town of Southold Local Waterfront Revitalization Program as outlined in a memo prepared by the LWRP Coordinator; and be it further RESOLVED, that the Southold Town Planning Board grants approval, and authorizes the Chairman to endorse the site plan entitled "JP Morgan Chase Bank", prepared by John Sorrenti, R.A., and Thomas E. Murray, P.E., dated December 17, 2007, and last revised December 7, 2009. Please also note the following requirements in the Southold Town Code relating to site plans: 1. Any outdoor lighting shall be shielded so the light source is not visible from adjacent properties and roadways. Lighting fixtures shall focus and direct the light in such a manner as to contain the light and glare within property boundaries. 2. All storm water run-off from grading, driveways and gravel areas must be contained on site. 3. Approved site plans are valid for three years from the date of approval, within which time all proposed work must be completed, unless the Planning Board grants an extension. 4. Any changes from the approved site plan shall require Planning Board approval. 5. Prior to the issuance of a Certificate of Occupancy, the Planning Board or its representative must inspect the site to ensure it is in conformity with the approved site plan, and issue a final site inspection approval letter. Should the site be found not in conformance with the approved site plan, no Certificate of Occupancy may be issued unless the Planning Board approves the changes to the plan. A copy of the approved site plan is enclosed for your records. One copy will also be sent to the Building Department and the Town Engineer/Highway Department. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Ve truly yo , Martin H. Sidor Chairman Encl. cc: Town Engineerw/map Building Dept. w/map PLANNING BOARD MEMBERS MART~N II. SIDOR Chair KENNETH L. EDWARDS JOSEPH L. TOWNSEND DONALD J, WILCENSKI December 3, 2010 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Jennifer M. Porter, Esq. Gibbons P.C. One Pennsylvania Plaza, 37th Floor New York, NY 10119 MAII,U~I(~ ADDRESS: P.O. Box 1179 Southold, NY 11971 OFFICE LOCATION: Town Hall Annex 54375 State Route 25 (cor. Main Rd. & Youngs Ave.) Southold, NY Telephone: 631 795-1938 Fax: 631 765-3136 Re: Final Approval - Site plan for J.P. Morgan Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Porter: At your request, members of the Planning Board and staff completed an inspection for final approval on November 30, 2010 in connection with the above-mentioned site plan application. It was noted and discussed with you that the dumpster location was moved from the landscaped island behind the building to the rear s/w comer of the site. As such, the Planning Board agreed to the new location of the dumpster with enclosure and made the determination that all work done to date is in conformance with the approved site plan. However, it should be noted that final approval documentation for the work completed in the New York State right of way would need to be submitted prior to a Certificate of Occupancy being issued for the building. Any future requested change to the site plan should include a copy of the approved stamped site plan noting the location of the requested change. If you have any questions regarding the above, contact me anytime. Thank you. Sincerely, Kristy Winser Senior Planner Cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer _ T0W~ OF' $0UIH0[O y1 Pk ULUSTATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 SUBIMAL CHAKRABORTI, P.E. JOAN MCDONALD REGIONAL DIRECTOR COMMISSIONER March 22, 2011 Ms. Heather Lanza Planning Director L it Town of Southold MAR 2 4 Planning Board Office P.O. Box 1179 Southold,NY 11971 Your March 4. 2011 Letter Safety Concerns Route 25 at Chase Bank/Waldbaums Mattituck Our Case No. I I9109TC Dear Ms. Lanza: In response to your request, we have scheduled an investigation of this location and will notify you of our findings at the conclusion of our study. Regrettably, there may be some delay in concluding our study since this office receives numerous requests for traffic controls in Nassau and Suffolk Counties. Your request will be responded to as promptly as possible. Thank you for bringing this matter to our attention. Very truly yours, el�RANK PEARSON, P.E. Regional Traffic Engineer FP:mm Fo' I ,L (� NYSDOT TRANSPORTATION MAINTENANCE RESIDENCY 03 1900 COUNTY ROAD 58 RIVERHEAD, NY.11901 MEMORANDUM tel(631)727-1731 DEPARTMENT OF TRANSPORTATION fax(631)727-6645 TO: Town of Southold Town Hall PO Box 1179 Southold, N.Y. 11971 ATTENTION: Building Dept. - Michael J. Verity FROM: Kevin E. Matthaei , Eastern Suffolk Permit Engineer SUBJECT: NYSDOT Highway Work Permit# 20101016311 for AJS Project Management to construct and permanently maintain a commercial access, sidewalk and curb on the south side of NYS Route 25 at mile marker 1530 for Chase Bank. DATE: December 9, 2010 The above mentioned New York State Highway work Permit has been substantially completed as required. Due to weather conditions, the line striping was done out of specification and so New York State will hold the bond money for a determined period to see if any failures occur. This will not be a problem for opening the building. Thank you for the courtesy of working with me to ensure that the State's needs and requirements have been met on this project. If you have any questions or concerns, please call me at (631)727-1731. Sincerely, Kevin E. Matthaei Eastern Suffolk Permit Engineer Residency 03 Suffolk East AWILNYSDOT 516 727-1731 1900 Rte. 58, Riverhead, NY FAX 516 727-6645 11901 sRegion 10 MAILING ADDRESS: PLANNING BOARD MEMBERS QF SOprP.O. Box 1179 MARTIN H.SIDOR ��` �/_ Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS �� 54375 State Route 25 JOSEPH L.TOWNSEND (cor.Main Rd. &Youngs Ave.) DONALD J.WILCENSIC l'fC�U111' Southold, NY Telephone: 631 765-1938 December 3, 2010 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD Jennifer M. Porter, Esq. Gibbons P.C. One Pennsylvania Plaza, 37`h Floor New York, NY 10019 Re: Final Approval - Site plan for J.P. Morgan Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Porter: At your request, members of the Planning Board and staff completed an inspection for final approval on November 30, 2010 in connection with the above-mentioned site plan application. It was noted and discussed with you that the dumpster location was moved from the landscaped island behind the building to the rear s/w corner of the site. As such, the Planning Board agreed to the new location of the dumpster with enclosure and made the determination that all work done to date is in conformance with the approved site plan. However, it should be noted that final approval documentation for the work completed in the New York State right of way would need to be submitted prior to a Certificate of Occupancy being issued for the building. Any future requested change to the site plan should include a copy of the approved stamped site plan noting the location of the requested change. If you have any questions regarding the above, contact me anytime. Thank you. Sincerely, Kristy Winser Senior Planner Cc: Planning Board Heather Lanza, Planning Director Michael Verity, Chief Building Inspector Jamie Richter, Town Engineer Message • • Page 1 of 1 Winser, Kristy From: Porter, Jennifer M. (JPorter@gibbonslaw.com] Sent: Tuesday, November 23, 2010 2:21 PM To: Winser, Kristy Cc: Janacek, Douglas J.; Edouard A Szajna; Daniel DiBonaventura; Edward Caffrey Subject: Chase - Mattituck-Request for Final Inspection Hi Kristy: I hope you are doing well. I was advised by the General Contractor that you had reached out to them to advise them that a final inspection would be required by the Planning Board prior to the issuance of a certificate of occupancy. We are extremely hard-pressed for time in order to make our opening this year so I have attached the letter request and will be ovemighting you a copy as well to see if there is any way that it can be scheduled for early next week(by 11/30)so that we can get our CO by the end of the next week. Thanks and please let me know if you have any questions. Jennifer M. Porter, Esq. Gibbons P.C. <www.g i b b o n s l a w.co m> jporter@gibbonslaw.com Offices: One Pennsylvania Plaza, 37th Floor New York, New York 10119-3701 Phone: (212)613-2185 Fax: (212) 554-9602 One Gateway Center Newark, New Jersey 07102-5310 Phone: (973) 596-4615 Fax: (973)639-8324 The contents of this message, together with any attachments, are intended only for the use of the individual or entity to which they are addressed and may contain information that is legally privileged, confidential and exempt from disclosure. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this message, or any attachment, is strictly prohibited. If you have received this message in error, please notify the original sender or the Gibbons P.C. Help Desk (Tel: 973 .596.4900; Email: HelpDesk@gibbonslaw.com) immediately and delete this message, along with any attachments, from your computer. Thank you. 11/23/2010 V /"�i.��oNs • .JENMFER M.PORTER ` :) \ ^� �!.`JT Aaw�iele 1` t Gibbons P.C. '1 One Pm ylv is Plena,37th Floor If New York,New York 1011&3701 Direct(212)613-2185 Fe (212)5549602 jp.IW@9bbonalww.aom AEmiaetl m NY,CT,NJ a PA September 29, 2010 VIA FIRST CLASS MAIL Town of Southold Planning Board Planning Board Office Town Hall Annex 54375 State Route 25 Southold,NY 11971 OCT Re: JP Morgan Chase,N.A. ("Chase") 10300 Main Road Mattituck,NY 11952 Site Plan/Subdivision of Chase Bank SCTM# 1000-143-3-33.2 Dear Planning Board Members: I am writing on behalf of Chase and the property owner, Unexcelled, LLC, in connection with the above referenced applications for site plan and final subdivision approval. As you may know, Chase received its building permit for the above-referenced site in June and Lot 1 is currently under construction. A question arose recently from the Town Engineer regarding construction of the future access driveway for Lot 2 and the two (2) leaching pools associated therewith. Please be advised that we have spoken with the Town Engineer and the property owner, Unexcelled, LLC, and agreed to submit a letter advising you that both the access driveway and the two (2) leaching pools will be constructed by Unexcelled, LLC or its successor in interest at such time as Lot 2 is developed. At this time, there are no plans for the development of Lot 2. Please note that the future access driveway was shown on the subdivision plan to show how access will be provided to Lot 2 once it is developed. The access driveway was not part of Chase's site plan approval for Lot 1. Moreover, it would not be practical at this point in time to construct and maintain a driveway to Lot 2 since Lot 2 is entirely vacant and the driveway would in essence be a "driveway to nowhere." We discussed these concerns with the Town Engineer and he indicated that he was not requiring construction of the driveway at this time but that he would like to see some bulk material put into the area to get the grade up and that the area will need to be hay-baled and silt-fenced while it remains dirt until it can be seeded and watered. With respect to the two (2) leaching pools in the area of the driveway, although the Town Engineer initially noted that they should be constructed now because they are part of the approved drainage system for the site, we had a further discussion with him and explained that #1566823v1 107468-61874 GIBBONS P.C. Town of Southold Planning Board September 29, 2010 Page 2 those pools are not tied into Chase's system and are intended to service the rear lot. They are not part of the drainage calculations for the Chase lot. As such, they will be constructed by Unexcelled, LLC or its successor in interest to the property when Lot 2 is developed. Thank you for your attention to this matter and please let me know if you have any questions. Very truly yours, enni�er Unexcelled, By. N -r� C� -J c 414p;`r!14,, A d-- M e)L- #1566823 vi 107468-61874 BRIDGEHAMPTON STEEL AND WE DfNG P.O. Box 19,27 Foster Avenue Bridgehampton, N.Y. 11932 (631) 537-2486 Fax (631) 537-5581 Southold Planning Board July 8, 2010 PO Box 1179 Southold, NY 11971 ATT: Kristy Winser Dear Kristy, In respect to the access and egress space we spoke about Friday 7/2 please be advised that I marked the approximate property line with yellow paint for clearer definition when you visit the site. As I said earlier the 16'+ or—clearance for traffic movement appears to be an accident waiting to happen. I would appreciate your expert opinion because if modification is needed this is the perfect time. I will be going away for a week however my son David can be contacted at 516-663-6588. Thank you for your concern. Si rel Roy Schoenhaar JUL - 9 2010 1 S� • J R S A R C AT E C T, P. C. ILU 181 East Jericho Turnpike,Mineola, New York 11501 Tel:516-294-1666 Fax:516-294-1669 Date: 4/30/2010 Project No: 07200 To : Planning Board Office 54375 State Route 25 Re : JP Morgan Chase Southold, NY 11971 Mattituck, NY New Branch Building Attn : Ms. Kristy Winser 10300 Main Road, Tel : 631-765-1800 Mattituck, NY Copies No Date Description 2 AS-1 4/29/10 IFRONT YARD SETBACK DRAWING 2010 Sending You : �) Attached Under seperate cover the following items: Via: UPS U Prints/Sepias Applications U Shop Drawings U Specifications U Diskettes Change Order i Copy of Letter r These are transmitted as checked below : For Approval -) No Exceptions Taken i For Review&Comment For Your Use J Exceptions Noted As Requested �.) Returned For Corrections J For Bids Due As Requested By Remarks: Distribution Written by: Kenneth R.Garvin,AIA Initials: krg Signed by • _� .. von ..,. P , JENNIFER M.PORTER y.7'I��TTt` GibWn to Gibbons P.C. One Pennsylvania Plaza,37th Floor New York,New York 101193701 Oireob(212)8132195 Fax:(212)5549902 porlerr@9lbbonslaw.c Atlmitleni in NY,CT,NJ and PA April 26, 2010 VIA ELECTRONIC MAIL Town of Southold Planning Board Attn: Ms. Kristy Winser Planning Board Office Town Hall Annex 54375 State Route 25 Southold, NY 11971 Re: JP Morgan Chase,N.A. ("Chase") 10300 Main Road Mattituck, NY 11952 Site Plan/Subdivision of Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Winser and Members of the Planning Board: I am writing on behalf of the applicant, Chase, in connection with the above referenced applications for site plan and final subdivision approval. I am pleased to inform you that Chase has received approval from the Suffolk County Department of Health Services (SCDHS) on its site plan and subdivision applications. The subdivision map was signed by the Commissioner of SCDHS on Friday, April 23`d and is being picked up today for submission to the Town. I spoke with Ms. Winer on Thursday to let her know that the approvals had been issued and she informed me that there was not sufficient time to move forward with the special meeting originally planned for tonight,4/26, since the agenda packets had already gone out. As such, I am respectfully requesting that the Planning Board have a special meeting on next Monday, 5/3. As discussed with you at the April 12`h work session, Chase is very anxious to obtain building and demolition permits and proceed to construction so that the bank can open as scheduled in late 2010, which is critical from a management and operations perspective. We very much appreciates the Board's efforts to assist Chase in this respect. Thank you for your attention to this matter and I look forward to hearing from you soon. Very truly yours, Jennifer M. Porter gibbonsMwsom #1510503 v1 107468-61874 COUNTY OF SUFFOLK STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES LINDA MawastEIN,MD,MPH ACTINO CANMMISIONER PERMIT CONDITIONS Health Services Reference#CIO^CA-M&2 Project Name- -it to The attached plan, when duly signed by a representative of the department, in conjunction with time conditions,constitutes a permit to construct a water supply and/or a sewage disposal or collection system for the property as depicted. The applicant should take note of any conditions of approval, which may be indicated on the plan or enclosed herein. Construction must conform with applicable standards including "Standards for Approval of Plans and Construction for Sewage Disposal Systems for Other than Single Family Residences." Omissions, inconsistencies or lack of detail on the plan do not release the applicant from the responsibility of having the construction done in conformance with applicable standards. Issuance of this permit shall in no way relieve the design professional of responsibility for the adequacy of the complete design. The permit (plan) expires three (3) years �e approval date. Any modification which may affect the proposed sewage disposal or water supply s requires submission of a revised plan and additional fees (if applicable) for reapproval prior to construction. No inspections will be performed by the department on expired permits. Permits may be renewed, extended, transferred, or revised in accordance with the procedures described in Instructions to Renew, Extend, or Transfer an Existing Permit for Other than Shade Fan*, Residences (Form WWM481). 4 It is the applicant's responsibility to call the department In advance to arrange inspections of the sewage disposal and/or water supply facilities prior to backfilling. These include inspections of the sewage collection and disposal systems, water supply system components and piping, and final grading as shown on the approved plans. In certain cases, inspections of the soil excavation may be required to determine the acceptability of the soils for sewage disposal systems. The department must be notified at least 48 boars In advance to schedule an inspection by calling 852-5754; and excavation inspections must 11W be confirmed by calling 852-5700 prior to 9:30 a.m., the morning of the inspection. Article YII of the Suffolk County Code, "Septic Industry Businesses," requires that all installers of septic systems within Suffolk County shall possess a valid license from the Suffolk County Qfflce of Consumer Affairs. This office can ne to per inspections or grant final approval for the construction of projects that are installed by an uhlicensed individual. It is, therefore, in your best interest to utilize a cesspool contractor with a valid license to avoid substantial delays in your project. Final approval issued by the Department is necessary prior to the occupancy of new buildings, additions to existing buildings,or for the use of sewage disposal or water supply systems. SEE PAGE 2 W WM-016(Rev. 10/02/06) Page 1 of 2 HDRef.No. C10-09-C©12—ProjectName CONDITIONS FOR OBTAING FINAL APPROVAL OF CONSTR41CTED PROJECT As a condition of this permit to construct, the following items must be completed as a minimum, prior to building occupancy and use of the sewage disposal system or water supply facilities. For further information concerning this, refer to Instructions For Obtaining Final Health Department Approval Of Constructed Projects For Other Than Single Family Residences(Form WWM-19). ❑ Excavation Inspection by the Office of Wastewater Management prior to installation of any leaching pools to determine acceptability of soils. (Call 852-5754 to schedule an inspection and confirm by calling 852-5700 prior to 9:30 a.m., the morning of the inspection.) Satisfactory inspection by Office of Wastewater Management of the sewage disposal system/sewage treatment system. (Call 852-5754 to schedule an inspection.) ❑ Satisfactory inspection of the water supply system by: ❑ Office of Wastewater Management(Call 852-5754 to schedule an inspection.) ❑ Office of Water Resources,Water Quality Unit(Call 852-5810 for inspection.) ❑ Satisfactory inspection by the Office of Pollution Control(Call 854-2502 for inspection.) ❑ Storage tanks ❑ Other: ❑ Application for a Food Permit to the Food Control Unit(Call 852-5873 for instructions.) Dir Four(4)prints of an As-Built plan "Tap letter"from water district Certification from the licensed sewage disposal system installer ❑ "S-9 form" from Suffolk County Department of Public Works(SCDPW) ❑ Sewer district approval of sewer line installation(for other than SCDPW districts) ❑ Well drillers certificate ❑ Water analysis 'Certification of Sewage Disposal System Abandonment(form WWM-080) ❑ Design Professionals Certification of Constructed Works(form W WM-073,enclosed)for: ❑ Sewer lines and sewage collection system ❑ Retaining walls(approved as part of the sewage disposal system) ❑ Sewage pump station/valve chamber ❑ Sub-surface sewage disposal system ❑ Sewage treatment plant ❑ Water supply system ❑ Abandonment of Preexisting sewage disposal system and/or water supply ❑ Other: ❑ Other: WWM-016 (Rev. 10/02/06) Page 2 of 2 SUBDIVISION (Rear Lot) 1-002" • JRS ARCHITECT, P.C. 10300 Main Rd. 181 E. Jericho Tpke. Mattituck, NY 11952 Mineola, NY 11501 (516) 294-1666 JRS Project No. 07200 :4CHASE — Band Estimate For Lot No. 2 Access _ Refer to construction documents for CHASE(Lot No. 1)additional information. ITEM BREAKDOWN Line Item Price 2.1 General Conditions Surveyor-stakeout, 1,500 Surveyor- Final Survey 1,500 DOT work&permitting 5,000 Subtotal 8,000 2.2 Division 02 Site Work Demolition-(Site Elements) 1,000 Grading (Cut&Fill) 5,000 Concrete-Curb, gutter, aprons 3,000 Landscaping-topsoil, plantings 1,000 Site Utilities: Storm water piping 800 Site Utilities: Storm water structures 10,000 Asphalt Paving 6,000 Erosion &Sediment Control work 600 Subtotal 27,400 TOTAL BASE BID 35,400 �0 v\ • F S017 • Tome Hall Aunts l� J� "Fckphonc ((i81) 7fi302 5137:5 Main Road w Fax(631)765-9, P.O. Rus 1179 �R' Southold, NY 11971-0969 ��OOUNTI BLIIJANG DEPARTMENT TOWN OF SOUTHOLD MEMORANDUM TO: Martin Sidor, Planning Board Chairman FROM: Michael J. Verity, Chief Building Inspector DATE: April 26, 2010 REQUIREMENTS FOR SITE PLAN ELEMENTS & CERTIFICATION Project: Chase Bank Location: NYS Road 25, Mattituck SCTM# 1000—Section 143- Block 3 —Lot 33.2 Date: December 17, 2007 Revised Date: December 07, 2009 1. ALL BUILDINGS AND USES SHALL COMPLY WITH CHAPTERS 144 AND 280 OF THE SOUTHOLD TOWN CODE. 2. OFF STREET PARKING BY AUTHORITY OF THE PLANNING BOARD. 3. ALL FENCING, SCREENING AND LANDSCAPING BY AUTHORITY OF THE PLANNING BOARD. 4. THE PROPOSED USE Bank IS A PERMITTED USE IN THIS B DISTRICT AND IS SO CERTIFIED. Michael J.Verity Chief Building Inspector 1� WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, April 5, 2010 4:00 p.m. Applications _ .�. -- - -- -- - - - ..-_ Project name Lavender by the Bay -- -[ SCTM#�31-6-28.5 ] Location 7540 Main Road, East Marion .-. -- - -- - - -..1 Descn tion Temporary Greenhouse 18' x 96 -. - Status: _ Amended Site Plan under review rAction Review comments and consider Final Approval. ............... Attachments Staff Report & Draft Resolution Pro-1 ect name: T-Mobile Northeast SCTM#: 1000-109-2-17.1 ----- - --- — ------ —�--- -- ------ -- ----- Location_ The Presbyterian Church or Society of Cutchogue, 27245 Main Road Description: The applicant requests co-location of a public utility wireless communication facility having interior mounted antennas within an existing church steeple and a related storage equipment area screened from view. As part of the application, the applicant proposes to remove and replace a portion of an existing church steeple to match the existing j church building on a 0_91-acre site located in the R-40 Zoning District. Status Site Plan under review Action 1 Review SEQRA Determination and Draft Negative Declaration i --. .... - — -- -- - -" Attachments L Negative Declaration and Draft Resolution Project name SCTM#: 85-3-11.4 & 11.3 ] i Raphael Vineyards 2009 — 1 _ Location: 39390 Main Road Peconic Description This amended site plan is for the construction of a 6,244 sq. ft. second winery, building on a previously developed and approved 50.4-acre parcel in the Agricultural Conservation Zoning District. Status t Site Plan under review — Action: Review SEQRA Determination and Draft Negative Declaration. _ At Negative Declaration and Draft Resolution .............Project name Chase Bank 1 SCTM#:1 143-3-33.2 _ ! _ Location: i South side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, Mattituck Description: ! This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.8 acre) j parcel. This parcel is split-zoned General Business (B) and Residential- 40 (R-40), and proposed to be subdivided into two lots. The site plan will be located entirely proposed Lot 1 in the B Zone portion of the lot . .... .----- ---- . -- -- - Status Site Plan under review - --- ---..._ Action: f Consider Final Approval and review resolution. - . �. ..-. —_ ----. - - - -- — Attachments: Draft Resolution Southold Town V ning Board Work Session - Page Tw 4/5/10 e 1. _- ......._... -_------------------------------- Project name Standard Subdivision of Chase SCTM# 100-143-3-33.2 _ Bank Location: South side of NYS Route 25, approximately 133 feet east of Marle Lane, known as 10300 Main Road, Mattituck___ Des'iption: This proposal is to subdivide a 2.818 acre parcel into two lots ere Lot 1 equals 49,262.82 sq. ft. in the B Zoning District and Lot 2 quals 63,480.41 sq. ft. in the R-40 Zoning District. Status: Preliminary Plat Review __- Action: _� Consider Final Plat Ap removal and review resolution. Attachments_ Draft Resolution-- _-_ -_- - _Project name: Zuckerberg, Lloyd P. - -j SCTM#: 000-86-1-10.9 Location: Southwest corner of Wells Road and State R to 25 in Peconic, 2350 ells Road, Peconic i Description: is proposal is for an 80/60 clustered co servation subdivision on 32.83 acrsof land. Lot 1 equals 65,562 sq. Lot 2 equals 77,694 sq. ft., and Lot 3 quals 29.5416 acres and is pro osed to be preserved through a Sale o- evelopment Rights to the T wn of Southold. Status Sketch A roval Action Grant Fina p�roval. - - -... -_ --- ---- -- _-, Attachments. , Draft Resolut n .. - - - - - -- - - _._ .---- - --- _ ..- - --- Project name: j Briarcliff Sod, In - Con rv. SCTM#: 1 1000-97-10 1 85-3-12.1, 85-3-12.2 --------------=---------------...._-.J. Location: !The property is locate n the s/s/o NYS Route 25 and the n/s/o Leslie's ' Road, approximatel 1,5 feet e/o Bay Avenue, in Peconic. �_bes_ cription: {I This proposal is f a cons ation subdivision of-a 24.97-acre parcel into three lots w ere Lot 1 eq als 1.71 acres, Lot 2 equals 1.71 acres and Lot 3 eqes 21.55 acres f m which the Development Rights to 21.22 acre ave been purchase by The County of Suffolk for the urpose farmland preservation. i Status: I Condit' nal Final Approval Action: Gra Final Approval. _ Attachments: D ft Resolution _.-....... -._._._.._...----._.-..-.-..-- --------------- ---- -- -- -, Project name: Mazzaferro Karen SCTM 1000-63-1-12 —- + -1 1------ 2- j Location, The property is located on the east side of Ho on's Lane, in Southold. 1 (1450 Horton's Lane) Descriptio This proposed standard subdivision is to subdivi a 4.28-acre parcel into 3 lots, where Lot 1 equals 41 994 s ft. Lot 2 q q. quals 43,631 sq. ft., and Lot 3 equals 90,023 sq_ft., in the R-40 Zoning D trict. I Status: Sketch Approval - - - --- A ion: Grant Conditional Preliminary Approval/Negative Declar tion. !/Attachments: �Draft_Resolution, Draft Negative Declaration _.- � • . SJR G�T2O�TC JENNIFER M.PORTER L 1�J Assatlale Gibbons P.C. One Pennsyhoanhi Rau,37th Floor New York,New York 10119.3701 Oirad:(212)813-2105 Fuc(212)5&1-NO2 poderf91bbM91aw.0 AUmIUW In NY,CT,NJ and PA March 8,2010 VIA ELECTRONIC MAIL Ms. Kristy Winser and Members of the Planning Bo <:h:-- Town of Southold t Planning Board Office Town Hall Annex 54375 State Route 25 Southold, NY 11971 Re: JP Morgan Chase,N.A. ("Chase") 10300 Main Road Mattituck,NY 11952 Site Plan/Subdivision of Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Winser and Members of the Planning Board: I am writing on behalf of the applicant, Chase, in connection with the above referenced applications for site plan and final subdivision approval. As you know, Chase has been working very hard to obtain all of the necessary permits and approvals required in order for the Planning Board to take action on the site plan and final subdivision applications. To date, Chase has satisfied all application requirements and received all required permits and approvals with the exception of approval from the Suffolk County Department of Health Services (SCDHS). It is our understanding that the only outstanding item required for SCDHS approval is filing of a Declaration of Covenants which has been drafted and is currently being reviewed by the County. It is our hope that the County's review will be completed shortly. As such, we respectfully request that Chase's matter be adjourned to the next available meeting date. It is our understanding that the Planning Board does not typically hold special meetings but it is our sincere hope to have SCDHS approval in the next few weeks. Toward that end, we ask that the Planning Board consider holding a special meeting later in the month. Chase is very anxious to obtain building permits and proceed to construction so that the bank can open as scheduled in late 2010. A 2010 opening is critical from a management and operations perspective which is why Chase has gone to great lengths to complete the site plan and subdivision review process in a timely fashion so that it can secure its approvals. We understand that approvals cannot be received until SCDHS approval is in place and therefore, ask that you consider scheduling a Newark Newyork -irnnton. Pbi;idOphia Wi!min,con .-.-_..._.___...._...... ...—._..__.,.__.....____ Bibb..slew. GIBBONS P.C. Kristy Winser and Members of the Planning Board March 8, 2010 Page 2 special meeting contingent upon receipt of SCDHS approval. In addition, if there are any other ways in which Chase's application could be expedited that you are aware of, including the ability to pre-file with the Building Department,please let us know as we appreciate any insight you can provide. Thank you for your attention to this matter and I look forward to hearing from you soon. Very truly yours,P eimifer M. Porter 1 i i #1478465 vl 107468-61874 6� Submission Without a Cover Letter Sender: Subject: CGi4 S CTM#: .1000- /f2 — Date: Comments: /x d • • MAILING ADDRESS: PLANNING BOARD MEMBERS q sour P.O. Box 1179 MARTIN H.SIDOR �� yOIO Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS H Q 54375 State Route 25 JOSEPH L.TOWNSEND 'r'P DONALD J.WILCENSKIOly (cor.Main Rd. &Youngs Ave.) t'QQ01 Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Leslie K. Weisman, ZBA Chairperson Members of the Zoning Board of Appeals From: Martin H. Sidor, Chairman AAS Members of the Planning Board Date: March 2, 2009 Re: ZBA#6369—Chase Bank SCTM# 1000-143-3-33.2 The Planning Board received your request for comments regarding the above application for a proposed ground sign proposed at 28 sq.ft instead of the24 sq. ft. maximum located in the Business Zoning District. The above-mentioned application has been reviewed for site development and the following comments are for the Board's consideration: 1. The variance would not be deemed a substantial relaxation of the code. 2. The variance would not have an adverse effect on surrounding properties. 3. The variance would not cause a desirable change to the neighborhood. 4. The variance relief requested would be in keeping with the nature and the character. Based on the above-mentioned points, the Planning Board would recommend approval of the variance relief. We hope that the information provided to you is helpful. Should you have any questions or need additional information, please contact the Planning Department. Thank you. • MAILING ADDRESS: PLANNING BOARD MEMBERSP.O. Box 1179 MARTIN H. SIDOR o��pF so P.O.Southold, NY 11971 Chair e OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDSG • O 54375 State Route 25 JOSEPH L.TOWNSEND (cor. Main Rd. &Youngs Ave.) DONALD J.WILCENSKI COu Southold, NY Telephone: 631 765-1935 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael J.Verity, Chief Building Inspector From: Kristy Winser, Senior Planner Date: February 22, 2010 Re: Site Plan for Chase Bank,Mattituck SCTM#1000- The Planning Board refers this application to you for your information, comments, review, and certification, if applicable. Description: This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.8 acre)parcel. This parcel is split-zoned General Business(B) and Residential-40(R-40), and is proposed to be subdivided into two lots. The site plan will be located entirely on proposed Lot 1 in the B Zone portion of the lot. The site is located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, Mattituck. SCTM#1000-143-3-33.2 Thank you for your cooperation. Encl. Site plan PR STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, N.Y. 11788-5518 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. STANLEY GEE REGIONAL DIRECTOR _,_ACTINGE� February 9, 2010 Mr. Jeffrey J. Patanjo, Project Engineer Savik & Murray LLP 2150 Smithtown Avenue Ronkonkoma, NY 11779 Your JanuaryA9 2010 Letter Chase Bank Route 25, Mattituck SCTM 1000-14300-0300-033002 Our Case No. 08-144P Dear Mr. Patanjo: This is in regard to the site plans for the referenced project which were submitted to us for review. We agree with the revisions shown in those plans. Please provide us with two (2) additional copies of the plans. We have previously granted approval of the plans in a letter to you, dated August 4, 2008. This approval remains unchanged. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample previously provided). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form previously provided), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, the previously provided Highway Work Permit Application should be completed and returned to us. The same party must secure the application, completed Perm 17 and the Surety Bond. Mr.Jeffrey J.Patanjo • February 9,2010 Page 2 of 2 All checks issued to the State of New York must show a Federal Identification Number. Permit Fee (Payable to "State of New York"): $550.00 Bond Amount: $10,000.00 Insurance Fee: $175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, 4 P, SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Peter. Harris, Superintendent of Highways,Town of Southold r. Martin Sidor, Planning Board Chairperson, Town of Southold SAS:MDW:ajf K� GIBBONS * ' JENNIFER M.PORTER Associate Gibbons P.C. One Pennsylvania Plaza,37th Floor New York,New York 10119-3701 Direct:(212)613-2165 Fax:(212)554-9602 jponer@gibbonslaw.com Admitted in NY,CT,NJ and PA February 2, 2010 VIA FEDERAL EXPRESS Ms. Kristy Winser Town of Southold Planning Board Office Town Hall Annex 54375 State Route 25 _ Southold, NY 11971 _.t Re: JP Morgan Chase,N.A. ("Chase") 10300 Main Road Mattituck, NY 11952 JRS Project No.: 07200 Site Plan of J.P. Morgan Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Winser: Enclosed please find ten (10) sets of plans prepared by Savik & Murray, LLP and last dated December 7, 2009 consisting of the following sheets: • Site Grading and Drainage Plan (Sheet C2.01) • Site Utility Plan (Sheet C4.01) These sheets are being submitted in connection with Chase's Site Plan application. The sheets address some additional comments regarding well location information received from the adjacent property owner that we submitted in connection with Chase's Suffolk County Department of Health Services application and are therefore intended to replace the sheets in the site plan set. Please let me know if you have any questions. Very truly yours, 6!Jennifer M. Porter Associate Encls. Nowurk Now York T—itoi i w.m..nytor glbbonslaw.eom — WORK SESSION AGENDA UTHOLD TOWN PLANNING BOARD Monday, January 25, 2010 4:00 p.m. 4:00 p.m. Applications Project name: Chase Bank-Mattituck SCTM#: 1000-143-3-33.2 Location: 10300 NYS Route 25, 133' +/-east of Marlene Lane& NYS Route 25, Mattituck Description: Site plan is for the new construction of a 4,200 sq. ft. bank with two drive- through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel in both the B, General Business, and R-40, Residential Zones. Status: New Site Plan Action: Discuss cross access. Attachments: Project name: Chase Bank-Mattituck T—SUM-k-1-1600-143-3-33.2 Location: 10300 NYS Route 25, 133' +/-east of Marlene Lane & NYS Route 25, Mattituck Description: Subdivide a 2.818 acre parcel into two lots where Lot 1 equals 49,262.82 sq. ft. in the B Zoning District and Lot 2 equals 63,480.41 sq. ft. in the R-40 Zoning District. Status: Preliminary Plat Action: Discuss access easement language. Attachments: Project name: Nickart Realty SCTM#: 1000-52-2-13 Location: South side of CR 48, approximately 900 feet west of Bayberry Lane, in Southold Description: Subdivide a 34,896 sq. ft. parcel into two lots where Lot 1 equals 17,438 sq. ft. and Lot 2 equals 17,438 sq. ft. in the R-40 Zoning District. _ Status: Conditional Sketch _ Action: _ Review revised map for relimina approval. Attachments: Staff Report Project name: Scharf-Lot Line Change _ SCTM#: 1000-81-3-25:1, 81-3-26 Location: Paradise Point Road, Southold _ Description: This proposal is to transfer 6,917 sq. ft. from Lot 2 which totals 94,446 sq. ft. (SCTM# 1000-81-3-26)to Lot 1 which totals 135,332 sq. ft. (SCTM# 1000-81-3- 25.1). As a result of this transfer, Lot 2 would be reduced in overall area to 87,529 sq. ft. and Lot 1 would increase in overall area to 142,249 sq. ft. in the _ R-80 Zoning District. Status: Open Action: Review requested lot line change and subdivision history. Attachments: _ Staff Report, Approved Subdivision and Resolution Project name: Highland House Fl, LLC SCTM#:-[000-9-11-7.12 _ Location: _ corner of Heathulie and_Ocean_View Avenues, Fishers Island _ Description: Subdivide a 4.56 acre into 2 lots where Lot 1 would total 80,390 sq ft. and Lot 2 would total 118,289 sq. ft. in the R-80 Zoning District. Status: Oen Action: Accept for Sketch Approval and begin referral process. Attachments: Staff Report • J RS ARCHITECT, P. C. 181 East Jericho Turnpike,Mineola, New York 11501-2032 Tel:516-294-1666 Fax:516-294-1669 Date: 12/22/2009 Project No: 07200 To : Town of Southold Planning Department --- - - MnYJ Re : JP Morgan Chase 54375 Route 25 U Southold, New York 11971 Mattituck, NY - - - _ - New Branch Building Attn : Kristy Winser 10300 Main Road, Tel : 631-765-1938 Mattituck, NY Co ies No Date Descrition 10 set 12/07/09 Revised Site Plans as per Planning Board 4 E -_ 1 _< Sending You 0 Attached Under separate cover the following items: Via: UPS CO) Prints/Sepias n Applications n Shop Drawings O Specifications 0 Diskettes n Change Order O Copy of Letter 0- These are transmitted as checked below : C-) For Approval 0 No Exceptions Taken For Review&Comment () For Your Use 0 Exceptions Noted O As Requested O Returned For Corrections O For Bids Due C) As Requested By 0 Remarks: Distribution Please contact this office with any questions. Thank You Written by: John M. Byrnes Initials: jmb Signed by .IRS Arch;¢mt.PCariSOlA JForm-Ver02.07 Winser, Kristy From: Charles Olivo[colivo@atlantictraffic.com] Sent: Monday, December 14, 2009 3:37 PM To: Winser, Kristy Cc: Porter, Jennifer M. Subject: [NEWSENDER] - RE: Chase Traffic Study-Message is from an unknown sender Hi Kristy, Jen Porter forwarded your email to me and I wanted to get back to you as soon as possible with answers to your questions: 1. I realize in the write-up that the language may be somewhat misleading but I wanted to assure you that the no-build and build conditions both consider the 7-11 convenience store. As the build condition is created by adding the Chase traffic to the no-build condition, the build condition analysis has incorporated all background traffic growth inclusive of the 7-11. 2. It is difficult to say with certainty the volume of traffic that would utilize the proposed cross-access. The expectation is that any traffic originating from or destined to Marlene Lane would utilize the cross access rather than traveling onto Main Road. We are projecting no more than 2 vehicles during the peak hour to originate from Marlene Lane for the Chase Bank. As both the Real Estate office and Hairdresser are low generators of traffic, minimal traffic would be expected to utilize the cross access point. Please email or call with any questions. I will see you this evening. Chuck Charles D. Olivo, PE, PTOE Atlantic Traffic & Design Engineers, Inc. 2002 Orville Drive North Ronkonkoma, NY 11779 (631) 738-1919 (631) 738-1177 - fax (908) 461-3518 - cell -----Original Message----- From: Winser, Kristy [mailto:kristy.winser@town.southold.ny.us] Sent: Monday, December 14, 2009 10:03 AM To: Porter, Jennifer M. Subject: Chase Traffic Study Good morning, I had a quick question regarding the amended traffic analysis. It indicates that the convenience store traffic numbers were analyzed for the no-build scenario only. Is there a reason the engineers did not include a build analysis? Last, as per the Planning Board request of a cross access agreement, do you have an approximate number on how many vehicles would be expected to use the cross-easement? Thank you. Kristy Winser Senior Planner 1 k • Town of Southold Planning"7Department P.O. Box 1179 53095 Main Road Southold, New York Phone: (631) 765-1938 Fax: (631) 765-3136 Kristy.Winer@town.southold.ny.us The contents of this message, together with any attachments, are intended only for the use of the individual or entity to which they are addressed and may contain information that is legally privileged, confidential and exempt from disclosure. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this message, or any attachment, is strictly prohibited. If you have received this message in error, please notify the original sender or the Gibbons P.C. Help Desk (Tel: 973 .596.4900; Email: HelpDesk@gibbonslaw.com) immediately and delete this message, along with any attachments, from your computer. Thank you. The contents of this message, together with any attachments, are intended only for the use of the individual or entity to which they are addressed and may contain information that is legally privileged, confidential and exempt from disclosure. If you are not the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this message, or any attachment, is strictly prohibited. If you have received this message in error, please notify the original sender or the Gibbons P.C. Help Desk (Tel: 973 .596.4900; Email: HelpDesk@gibbonslaw.com) immediately and delete this message, along with any attachments, from your computer. Thank you. 2 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, December 14, 2009 4:30 p.m. 4:30 p.m. Review Public Meeting Agenda 4:45 p.m. Site Plans Site Plans Project name: CVS Pharmacy- Mattituckl SCTM#. 1000-143-2-30.2 __._--_—_-.-.-.. Location: �on the south side of NYS Road 25, on Sigsbee Road and Marlene Lane 1 Description 1 site plan for a_retail pharma _ ---- - - Status I Final Approval - constructed_ 1 -- — - ----- - --- -- Action Address complaint from nei hbors Attachments Staff Report re: final public hearingminutes for truck traffic Project -name:-------- ame Chase Bank - Mattituck --� SCTM#:�1000-143-3-33.2 Location: 10300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Route 25, Mattituck Description: This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel in both_the B, General Business, and R-40, Residential Zones. i Status: New Site Plan _ Action: Review traffic study, revised sign package, SEQRA determination and t revised plans_ ------- -- _.-.-.-._. ------ ------ ------- - - Attachments: Staff Report, SEQRA Determination, Traffic Study hand-out, sign .......-_................-.....--- package handout -- ------ ._...--------------- - L______.-_.. _ .. . . ...................................__..-___ •� MAILING ADDRESS: PLANNING BOARD MEMBERS sour • P.O. Box 1179 MARTIN H.SIDOR ,\Q�� Southold,NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N .1kc Town Hall Annex KENNETH L.EDWARDS �QQ 54375 State Route 25 GEORGE D.SOLOMON &Youngs JOSEPH L.TOWN END l�C�u61 (cor.M Sou h d, NY Ave.) Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD December 15, 2009 Jennifer Porter, Esq. c/o Gibbons P.C. One Pennsylvania Plaza, 37th Floor New York, NY 10119 Re: Negative Declaration: Proposed Site Plan for Chase Bank, Mattituck Located approximately 120 feet east of Marlene Lane, on the south side of NYS Route 25, a.k.a.10300 NYS Route 25, Mattituck SCTM#1000-143-3-33.2 Zoning Districts: B & R-40 Dear Ms. Porter: The Southold Town Planning Board, at a meeting held on Monday, December 14, 2009, adopted the following resolution: The public hearing was closed. WHEREAS, this site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.8 acre) parcel. This parcel is split-zoned General Business (B) and Residential-40 (R-40), and is proposed to be subdivided into two lots. The site plan will be located entirely on proposed Lot 1 in the B Zone portion of the lot. The site is located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, Mattituck. SCTM#1000-143-3-33.2; and WHEREAS, an application was submitted October 24, 2008 to subdivide a 2.818 acre parcel into two lots where Lot 1 equals 49,262.82 sq. ft. in the B Zoning District and having a 25 foot transitional buffer in the R-40 Zoning District in connection with the proposed site plan for a bank use and Lot 2 equals 63,480.41 sq. ft. in the R-40 Zoning District; and WHEREAS, an application for a site plan was submitted on March 28, 2008, including a site plan prepared by prepared by John Sorrenti, R.A., and Thomas E. Murray, P.E.; and WHEREAS, the Office of the Southold Town Engineer, on December 5, 2008, provided comments to the Planning Board on the proposed access to the site; and Chase Bank, Mattituck Page Two December 15, 2009 WHEREAS, on April 14, 2008, the Southold Town Planning Board, pursuant to Part 617, Article 6 of the Environmental Conservation Law acting under the State Environmental Quality Review Act, initiated the SEQR lead agency coordination process for this unlisted action; therefore, be it RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act, performed a coordinated review of this Unlisted Action. The Planning Board establishes itself as lead agency and, as lead agency, makes a determination of non-significance and grants a Negative Declaration. Enclosed please find a copy of the Negative Declaration for your records. If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, `-�' N ," Martin H. Sidor Chairperson Encl. • • MAILING ADDRESS: PLANNING BOARD MEMBERS ��0f suolyo Southold,,ox 1179 1 971 MARTIN H.SIDOR ,`O l0 Chair OFFICE LOCATION: WILLIAM J.CREMERS H 40- Town Hall Annex KENNETH L.EDWARDS , �O 54375 State Route 25 GEORGE D.SOLOMON O�y� (cor.Main Rd. &Youngs Ave.) JOSEPH L �um Southold,NY Telephone. 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD State Environmental Quality Review NEGATIVE DECLARATION Notice of Determination Non-Significance December 14, 2009 This notice is issued pursuant to Part 617 of the implementing regulations pertaining to Article 8 (State Environmental Quality Review Act) of the Environmental Law. The Southold Town Planning Board, as lead agency, has determined that the proposed action described below will not have a significant effect on the environment and a Draft Environmental Impact Statement will not be prepared. Name of Action: Chase Bank, Mattituck SCTM#: 1000-143-3-33.2 Location: 10300 NYS Route 25, Mattituck SEQR Status: Type I ( ) Unlisted (X) Conditioned Negative Declaration: Yes ( No (X) Description of Action: This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel in both the B, General Business, and R-40, Residential Zones located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, in Mattituck. Reasons Supporting This Determination: An Environmental Assessment Form has been submitted and reviewed and it was determined that no significant adverse effects to the environment were likely to occur should the project be implemented as planned. SEQR Negative Declaration Page Two December 14, 2009 This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel in both the B, General Business, and R-40, Residential Zones. The site is not located within a Critical Environmental Area as designated pursuant to subdivision 617.14(g). The property is currently improved with a single family residence and portions of the parcel are paved. The area immediately adjacent to State Route 25 is cleared of vegetation. The eastern and southern portion of the property contains existing vegetation comprised of trees. No substantial adverse change in existing air quality, ground or surface water quality or quantity, traffic or noise level will occur as a result of the proposed action. A traffic study analyzing the "no-build and build" scenarios of the proposed action titled Traffic Impact Analysis for J.P. Morgan Chase Bank, N.A. and prepared by Atlantic Traffic and Design Engineers, Inc. concluded that the proposed action "would have minimal impact along the adjacent roadway network and study intersection". Correspondingly, the New York State Department of Transportation in an August 4, 2008 letter indicated that the "plans" are acceptable. The property is a split-zoned parcel in the General Business and Residential-40 Zoning Districts. The property is improved. While the proposed use will cause an increased intensity over the current use in the B Zoning District (a larger building devoted to bank), the proposed action will not cause a substantial intensification of use. Correspondingly the proposed action will not cause significant impacts to agricultural, open space or recreational resources. Potential impacts from the commercial use (noise) to residential uses which may be developed to the south are proposed to be mitigated through the establishment of a 40+' vegetated buffer between the commercial use and potential residential uses to the south of the property. The buffer will be comprised of existing trees on site and planted vegetation to achieve an effective screen. All exterior lighting proposed is dark sky compliant (full cutoff fixture) and will be shielded as to not illuminate adjacent properties. Further, no major change in the use of either the quantity or type of energy will occur or a known creation of a hazard to human health is expected to occur as a result of the proposed action. The 2.59 acre site is improved and partially cleared, therefore, the proposed action will not result in the significant removal or destruction of large quantities of vegetation, substantial interference with the movement of any resident or migratory fish or wildlife species, significant habitat area or result in adverse impacts to a threatened or endangered species or the habitat of such a species. The proposed action is located in an area referred to as the Mattituck Business Corridor, numerous large and small scale businesses occur in the immediate vicinity. The proposed use conforms to the requirements of the General Business (B) Zoning SEQR Negative Declaration Page Three December 14, 2009 District outlined in the Southold Town Code. The proposed action conforms to the commercial character of the vicinity. Further, the proposed action will not impair the character or quality of important historical, architectural, or aesthetic resources or of existing community or neighborhood character or result in a material conflict with the community current plans or goals as officially approved. Based upon such, no significant adverse impacts to the environment are expected to occur should the project be implemented as planned. For Further Information: Contact Person: Mark Terry, Principal Planner Address: Southold Town Planning Board Telephone Number: 631-765-1938 cc: Southold Town Zoning Board of Appeals Suffolk County Dept. of Health Services Southold Town Engineer Suffolk County Planning Commission Suffolk County Water Authority NYS DEC — Stony Brook NYS Dept. of Transportation JRS ARCHITECT, P. C. a c h i t e c l u re interior design management December 9, 2009 Ms. Kristy Winser Planning Board Office Town of Southold Town Hall Annex 54375 State Route 25 Southold, New York 11971 Re: JP Morgan Chase r 1 O New Branch Bank 10300 Main Road Mattituck, NY 11952 _--- JRS Project No.: 07200 Standard Subdivision of J.P. Morgan Chase Bank SCTM#1000-143-3-33.2 Dear Ms.Winser. On behalf of JPMorgan Chase Bank, N.A. ("Chase"),enclosed please find revised architectural and engineering plans for your review and comment. The drawings have been modified in response to the Planning Department's comments of November 16, 2009. The Department's comments are set forth below in bold typeface followed by Chase's response comments in regular typeface. Comment No. 1 -Provide a summary of how many parking spaces the bank needs so the Planning Board may consider a land banked parking on site. Response: Please see attached letter from Chase stating that they require a minimum of twenty- seven (27) parking spaces including two(2)handicap accessible parking spaces for this location. This will give us the ability to landbank fifteen (15)parking spaces. JANIFS Comment No.2-The Planning Board will require a cross access to the adjacent property to the west. Provide the Board with documentation that there is an effort being made on JUSI�til IN' the applicant's behalf to make this work. Architat Response: Please see attached drawing AS-1 for proposed location of cross access. The Bank's attorney has informed our landlord who is acceptable to the plan and will contact the neighbor to the west to see if they have any objection. 181 EAST •TPKEI Comment No. 3 -The Planning Board accepted the Architectural Review Committee MINEOLA recommendations with the exception of additional window in the rear of the building and BUS 516 294 1656 FAX:516 294 1669 no parking in the front of the building. As discussed,the Board accepted the recommendation that no signs be internally lit,and has requested proposed signage be submitted for review and approval. NEW YORKI r4Y 10010 Response: Please see attached revised sign package depicting the use of non-internally illuminated signs for the project. r . AA JRS ARCHITECT, P. C. bi,'Mrxa .y s' architecture interior design management " December 9, 2009 �e Ms. KristyWinser � �r T, �"r,.t�,• ro*3„s„ Planning Board Office Re: JP Morgan Chase New Branch Bank $ ; 10300 Main Road Mattituck, NY 11952 JRS Project No.:07200 u ri'•: Standard Subdivision of J.P. Morgan Chase Bank SCTM# 1000-143-3-33.2 Comment No.4-Submit a calculation showing the percentage of proposed landscaping on site. s � Response: Please see attached drawing C6.01 that provides Landscape Percentage Legend. Note: This drawing also shows how the landbank parking spaces(south of the site)will now be sod and the width of the island to the north of that area was increased by ten feet(10'0"). • '4i F, ? Comment No. 5-Mechanical equipment for the building is not shown on the current plans. • Where Is the equipment going to be located? rte;. Response: The attached drawing depicts a roof plan and wall sections. The roof over the rear {, part of the building is depressed five feet(5"0")to allow for mechanical equipment to be concealed. Regarding a comment from the Board on the site lighting and number of poles,we reduced the number by five (5)and changed the fixture height to fourteen feet(14')and added down lights in the soffit around the building. Please see attached photometric sheet dated December 1, 2009. If you have any questions or further comments,please feel free to contact me. Sincerely, A« Keneth R.Garvin,AIA Architect/Associate • KRG:dIc Enclosures Vro WJPMCr2W7M7200J.Ldm r •. v r• rr • WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, December 7, 2009 4:00 p.m. 4:00 p.m. Applications Project name: CVS Pharmacy-Mattituck I SCTM#: 1000-143-2-30.2 Location: on the south side of NYS Road 25, on Si sbee Road and Marlene Lane Description: site plan for a retail pharmacy Status: Final Approval — constructed Action: Review site plan for truck routing —address complaint from neighbors. Attachments: Staff Report re: research on file; file docs. attached Project name: Chase Bank- Mattituck I SCTM#: 1000-143-3-33.2 Location: 10300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Route 25, Mattituck Description: Site plan for the new construction of a 4,200 sq. ft. bank with two drive- through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel in the B, General Business, and R-40, Residential Zones. Status: Site Plan under review Action: Review Traffic Stud and LWRP. ts: AttachmenLWRP Review Project name:__ Battaglia, Joseph & Heidi SCTM#: 1000-64-3-3 Location: on the west side of Hobart Road, approximately 1,059 feet north from Terry Lane, Southold, 1720 Hobart Road Description: standard subdivision of a 95,846 sq. ft. parcel into two lots where Lot 1 is 41,280 sq. ft. and Lot 2 is 54,074 sq. ft. in the R-40 Zoning District Status: Conditional Sketch Approval Action: Accept Preliminary Application, set prelim. public hearing on 12/14/09 for Janua 11, 2010, complete referral process. Attachments: Timeline Project name: Fischer, Daniel SCTM#: 7000-15-8-1.1 Location: _ 38785 NYS Rt. 25, Orient, n/o S.R. 25, w/o Ryder Farm Lane Description: Standard subdivision of a 1.67 acre parcel into two lots Lot 1 would total 36,333 s.f. and Lot 2 would total 36,332 s.f. in the R-40 Zoning District. ZBA area and setback variances have been granted. Status: Open _ _ Action: Accept application for review/consider waiving particular sketch requirements. Attachments: _ _ Staff Report/Recommendations l� OFFICE LOCATION: rg SOyo MAILING ADDRESS: sl I Town Hall Annex �0 l0 P.O. Box 1179 s l� 54375 State Route 25 # Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) CIO Southold, NY 11971Q Telephone: 631 765-1938 i� Fax: 631765-3136 ��y00UNT'1,N� LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Martin Sidor, Chair Town of Southold Planning Board From: Mark Terry, LWRP Coordinator Principal Planner ��vvv „i v v Date: December 4, 2009 LVqU9 Re: Proposed Site Plan for Chase Bank (Mattituck) 133' +/- east of Marlene Lane &NYS Route 25, Mattituck SCTM#1000- 143.-3-33.2 Zoning District: GB/R40 This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.8 acre) parcel. The parcel is proposed to be subdivided along the zoning line that bisects it, with Lot 1 (49,262.82 sq. ft.) in the B, General Business, Zone and containing this site plan, and Lot 2 in the R-40, Residential, Zone. The site is located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, Mattituck. SCTM#1000-143-3-33.2 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program(LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department as well as the records available to me, it is my determination that the proposed action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP. It is recommended that that the Planning Board consider the following recommendations to further the below listed policies: Policy Standards 3.1 Enhance visual quality and protect scenic resources throughout the Town of Southold. E. Preserve existing vegetation and establish new indigenous vegetation to enhance scenic quality: 1. Preserve existing vegetation which contributes to the scenic quality of the landscape. 1 � ATLANTic TRAFFic &DESIGN ENGINEERS,INC c Q J 2002 Orville Drive North, Ronkonkoma, NY 11779■ (631) 738.1919 Telefax(631) 738.1177 LETTER OF TRANSMITTAL VIA FEDERAL EXPRESS: TO: RE: Town of Southold Planning Department Proposed Chase Bank 53095 Main Road 10300 Main Road(NYS Rt. 25) Southold,New York 11971 Mattituck,New York 11952 Date: December 4, 2009 ATTENTION: Ms. Kristy Winser ATDE# AN09026 WE ARE SENDING YOU ❑ Shop drawings ❑ Copy of letter ❑ vellums ®Attached ❑ Diskette ❑Sepias COPIES DATE Rev.# DESCRIPTION 6 11/05/09 #1 12/04/09 Traffic Impact Analysis THESE ARE ® For approval❑For your use®As requested❑ For review and comment❑Approved as submitted TRANSMITTED ❑Approved as noted ❑ Returned for corrections❑As discussed Remarks: Enclosed please find our revised Traffic Impact Analysis, based on your request tQ:li'n'borporate the traffic associated with the proposed 7-Eleven at Factory Avenue. If you have any questions or require further assistance,please feel free to contact our office. Thank you. 7 C j�J COPY TO: Jennifer Porter, Esq. —Gibbons, P.C. (w/encl.) SI C axles D. Oliva, P.E.,CEL E-mail: CO[ivo@atlantictraffic.com atlantictraffic.com OUflpW 26\CorreapaMe - IM1M191136 W I2M1)9. rl Company Headquarters: 35 Technology Drive,Warren,New Jersey 07059 Phone:908-769-5588/Fax:908-769-7733/E-Mail: atde@atlmtictraffrc.com 7 • • Pa GIBBOy \S cPORTER Associate Gibbons P.C. ( l2. One Pennsylvania Plaza,37th Floor New York,New York 10119-3701 Owed (212)613-2185 Fax(212)5549602 jporter@gebonslaw.orn December 3, 2009 VIA FED EX OVERNIGHT Kristy Winser Senior Planner Planning Board Office Town of Southold P.O. Box 1179 Southold, NY 11971 i Re: JPMorgan Chase Bank, N.A. E s SCTM4 1000-143-3-33.2 ,.. Signage Plans Dear Ms. Winser: Enclosed please find seven (7) sets of revised signage plans for discussion at the Planning Board work session on December 7, 2009. Please do not hesitate to contact me in the event you have any questions. Very truly yours, At,- Jennifer N . Porter, Esq. JMP/wjg Enclosures Newark New York Trenton Philadelphia Wllrnington gibbonslaw.corn 0 B CHASE 0 JP Morgan Chase Bank,N.A. Retail Real Estate November 23,2009 Town of Southold Planning Board Office PO Box 1179 Southold, NY 11971 Aft: Kristy Winser Chase Bank- Mattituck Dear Ms Winser: Please be advised that the minimum number of required parking spaces for branch employees and customers is twenty seven(27) spaces including two (2)handicap spaces. Sincerely, Y Victor DeLuca Vice President JPMorgan Chase,N.A. • 1985 Marcus Avenue,New Hyde Park,NY 11042 Telephone: 516-574-6285•Facsimile:516.960.9356 victor.deluca@chase.com GIBBONS,P.C. J�1 �' One Pennsylvania Plaza,37m GI Floor $ �Ap New York,New York 10119-3701 212-613-2185 • Attorneys for Applicant, JPMorgan Chase Bank.N.A. IN RE: JP Morgan Chase Bank.N.A. TOWN OF SOUTHOLD PLANNING BOARD • 10300 NYS Route 25 (SCTM#1000-143-3-33.2) AFFIDAVIT OF MAILING STATE OF NEW YORK ) ss.: • COUNTY OF NEW YORK ) I,JENNIFER M. PORTER,of full age,being duly swom according to law,upon my oath, depose and say: 1. I am an Associate employed by the law firm of Gibbons P.C. • 2. The list of owners of property abutting the site is attached as Exhibit"A". 3. The notice that was sent to all of the owners of abutting property,announcing the public hearing for JPMorgan Chase Bank,N.A.,is attached as Exhibit"B". 4. A map of the site produced by the Town of Southold,NY Geographic Information System is • attached as Exhibit"C". 5. The notification letter in Exhibit`B"was sent by United States Certified Mail,Return Receipt Requested,to the property owners of the abutting properties. An affidavit executed by David Contreras of 911 Courier Service,Inc.,who�ersonally delivered the certified mailing to the United States Postal Service on December 4 2009 to be mailed to the recipients set forth in • Exhibit"A"is attached hereto as Exhibit"D". _ -- 6. Copies of the return receipt cards that have been received through Th . Lsday,Decembe-r!10f "2009 are attached hereto as Exhibit"E". • Sworn to and Subscribed before this 101"day of December,2009 JENNI M. ORT •R HOWARD D.GENESIAW Notary Public,State of New Yak • No.02GE6143388 Ouslified in Rockland County Commission Expires April 3,2010 • • 143-3-1 143-3-3 143-3-9 Cello, Robert A. Rob Roy Realty Corp. Fox Raymond PO Box 1247 330 Eastwood Drive P.O. Box 839 • Mattituck, NY 11952 Cutchogue, NY 11935 Mattituck, NY 11952 143-3-10 143-3-11 143-3-12 Faszczewski J Tstmty Trt Steinhardt, Christopher Moyer, Dale D. 510 Bay Avenue 10 Maple Street 650 Bay Avenue Mattituck, NY 11952 Garden City, NY 11530 Mattituck, NY 11952 • 143-3-13 143-3-14Flamm Gerald/Flamm Iona B. 143-3-R Malecki,Jenice L Zahra, Richard 170 Broadway, Unit 1B 790 Bay Avenue MattituckNY 11952 Mat Marlene Lane , Brooklyn, NY 11211 Mattituck,NY 11952 • 143-3-30 143-3-31 143-3-33.3 Skuro Rose Collins,William T Pumillo Jody 305 Marlene Lane 82 New Highway 210 Pat Lane Mattituck, NY 11952 Commack, NY 11725 Mattituck, NY 11952 • 142-1-26 Mattituck Plaza LLC PO Box 77 Mattituck, NY 11952 • • • • I Southold Town Planning Board • Notice to Adjacent Property Owners You are hereby given notice: • 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to • your property and is described as follows: SCTM#1000-143-3-33.2; 3. That the property which is the subject of this application is located in the B and R-40 Zoning Districts; 4. That the application is for the new construction of a 4,200 sq. ft. bank with two • drive-through bays on a previously developed 112,647 sq. ft. (2.8 acre) parcel. The parcel is proposed to be subdivided along the zoning line that bisects it, with Lot 1 (49,262.82 sq. ft.) in the B, General Business, Zone and containing this site plan, and Lot 2 in the R-40, Residential, Zone. The site is located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as • 10300 Main Road, Mattituck; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can • call the Planning Board Office at (631)765-1938. The office will be closed 11/25 at 11:30 a.m., 11/26 & 11/27 for Thanksgiving. Information can also be obtained via the internet by sending an e-mail message • to: Carol.Kali n@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday. December 14, 2009 at 6:00 p.m. in the Meeting Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, • published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: J.P. Morgan Chase Bank/Unexcelled, LLC • Date: 11/10/09 • a i • r f � / p � d \ T \ r � k ,V n / j r y 4 _ I , 1 T q r � Y .a • _ - _ , I • DUN- GIBBONS,P.C. One Pennsylvania Plaza,37"Floor New York,New York 10119-3701 • 212-613-2185 Attorneys for Applicant, JPMorgan Chase Bank.N.A. IN RE: TOWN OF SOUTHOLD • JP Morgan Chase Bank. N.A. PLANNING BOARD 10300 NYS Route 25 AFFIDAVIT OF DAVID CONTRERAS (SCTM#1000-143-3-33.2) STATE OF NEW JERSEY ) • ) COUNTY OF ESSEX ) ss.: I,DAVID CONTRERAS,of full age,being duly sworn according to law, upon my oath,depose and say: • 1. I am an employee of 911 Courier Service, Inc. 2. On December 4,2009,I personally deposited(13)thirteen items of mail with the U.S.Postal Service and that were addressed for delivery to the following recipients via Certified Mail,Return Receipt Requested: • 143-3-1 143-3-14 Celic,Robert A. Flamm Gerald/Flamm Iona B. PO Box 1247 790 Bay Avenue Mattituck,NY 11952 Mattituck,NY 11952 143-3-3 143-3-29 Rob Roy Realty Corp. Zahra,Richard • 330 Eastwood Drive 445 Marlene Lane Cutchogue,NY 11935 Mattituck,NY 11952 143-3-9 143-3-30 Fox Raymond Skuro Rose • P.O. Box 839 305 Marlene Lane Mattituck,NY 11952 Mattituck,NY 1]952 143-3-10 143-3-31 Faszczewski J Tstmty Trt Collins,William T 510 Bay Avenue 82 New Highway • Mattituck,NY 11952 Commack,NY 11725 • 143-3-11 143-3-33.3 • Steinhardt,Christopher Pumillo Jody 10 Maple Street 210 Pat Lane Garden City,NY 11530 Mattituck,NY 11952 143-3-12 142-1-26 • Moyer,Dale D. Mattituck Plaza LLC 650 Bay Avenue PO Box 77 Mattituck,NY 11952 Mattituck,NY 11952 143-3-13 • Malecki,Jenice L 170 Broadway,Unit IB Brooklyn,NY 11211 • Sworn to and Subscribed before m me this 10 day of December,2009 cow • �� n 10- Name(Pri Signature • o INDIA A. FOGG NOTARY PUBLIC OF NEW JERSEY Commission Expires 11512014 • • • COMPLETE T!I,S SECTION . 4DER: COMPLETE THIS SECTION A SI9 re C +y ASI p Agent ;omplete items 1,2,and 3.Also complete J\ O PpwR ,: .■ OWVeb Kerns 1,2,and 3.Also complete ❑Addressee Delivery is desired. tem 4'rf Restricted Delive Is desired• p pate of Delivery print your name and addr ss on the reverse X �"' �4 M and address on the reverse ;o that we can return the card to you. B Rete by(�^� ) C. Dere d so�We Creturn the card to you. B j�'(�^�N - _Q 4ttach this card to the bac�i the mailpieoe, tj •(Lti If Yr, oOk I ( a Attach this card to the back of the mailpiece, / itsm 17 0 Yes 7r on the front if space pe D. Is delivery address d'tlferent from item 17 Mee or on the front M space permits. Is Delivery eddrese dafererd irorrr knicle Addressed to: If YES,enter delivery address below: No t. Arllcle �' M YES,emer delivery address belovr. h 143-3-30 43-3-3 Skuro Rose Wb Roy Realty Corp. L3. y�Si9ve 305 Marlene Lane a. =Ma CI�Ae�l 830 Eastwood Drive ctrIed Mail ❑ow ass Meu ❑tteo O Reban PAOW ""6i~�"d�utchogue,NY 11935 Registered ❑Renan RecelpttorMercf�rbieB Mat-1-26,NY 11952 ❑Insured Mail I7 c o.D.Insured Mail ❑c.o.p. 142-1-26estdded DelWery'f(Exna Feat C3 Yes 4. Restricted WWery7(Extra Feel E3 Yes Article Number 7009 0820 0002 1486 6665 2. Asda Number 7009 0820 0002 1486 6740 (ranafa.morn service k6e0 (rnvrs/er from service lamed ,o259Sd2-M-1500 i Forth 3811,February 2004 porthestic Rt02ss5.a2-M-,5ao eturn Receipt , PS Forth 3811,February 2004 Domestic Return Receipt • • • e ENDER: COMPLETE THIS SECTION Complete Items 1,2,and 3.Also complete A. r p Ag COMPLETE THIS SECTION ON DELIVERY ■ Complete tams 1,2,and 3.Also complete A. ❑Agent Is desired. � ' Item 4 t Restricted Delivery 4S desired. �( ❑Addressee Item 4'd Restricted Delivery ressee ' ■ Print your name and address on the reverse 0, pate d Delivery i Prim your rhama and address on the reverse Printed Ivarnel a pf Delivery so that we can return the card to you. B. Received (printed!Nam) that we can return the card to you. B. Received by( h9 w Attach this card to the back of the mailPiece, I Attach this card to the back of the mailpiece, _/ or on the from if space permits' D. 1s delivery address different from Imm 17 Or on the front if space Permits. D. Is delivery address dinererR from Item 17 1�1 Yes Article Addressed to: If YES,enter delivery address below: 1. Article Addressed to: H YES.enter delivery address below: 143-3-13 143-3-1 Malecki, Jenice L aseryMTPG Celia,Robert A. 74. RWt1Idad iYPe 170 Broadway, Unit 1B U"Ca ad Meg (3 E'�1B8e Mau PO Box 1247 ,t °Mall 13EW sa M� O Reym Receipt for Mem4WdW ❑ReturnRGO pt for Mwdhe WW Brooklyn,NY 11211 0 e9btehed 0 Insured Mall ❑C.O.D. Mattituck,NY 11952 ]=red Mal ❑c.o.o. 4 Restricted oel��Feel Ores tDeIWery7(Extra Feel 0 Mss 2. Article Number 7009 0820 0002 1486 6719 2. Article Number 7009 0820 0002 1486 6658 mrensfe.from servlcelaW 102595-024A-1540(transfer nom sendce label) tcess5o2.etnsao Domesuc Return Receipt PS Forth 3811,February 2004 Dorthessc Return Receipt PS Form 3811,February 2004 I COMPLETESENDER: COMPLETE THIS SECTION iTHIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. SlBnpture item 4 if Restricted Delivery Is desired. C/ 0 Agent■ Prim your name and address on the reverse X �� O Addressee 11 Attach this card to the back of the mallpiece, so that we can return the card to you. B. Receved by(Printed Nemo) C. Dare of Delivery i _ or on the front If space permits. r, C 0 11 ! r'7 S 1. Article Addressed to: D. Is delimy address different from Item 1? 0 Yes If YES,enter delivery address below: 0 No 143-3-31 Collins, William T 82 New Highway a type Commack,NY 11725Mali oEnxmMan O Rag" 0 Return Receipt for MemherMise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?pft Feo 0 YB8 2. Article ft Number Service 7009 0820 0002 1486 6757 _ slerService Iat>elJ PS Form 3811,February 20(34 Domestic Return Receipt 10295-02-WIS40 #9571 STATE OF NEW YORK) ) SS: COUNTY OF SUFFOLK) Karen Kine of Mattituck, in said county, being duly sworn, says that she is Principal Clerk of THE SUFFOLK TIMES, a weekly newspaper, published at Mattituck, in the Town of Southold, County of Suffolk and State of New York, and that the Notice of which the annexed is a printed copy, has been regularly published in said Newspaper once each week for 1 week(s), successively, commencing on the 3rday of December, 2009. /� Principal Clerk aSworn to before me this `� day of c - 2009. 0 N LEGAL 110En �� /!I, " Notice of HEREBY NH2adu / J l vvvvv NOTICE IS ERE$Y Og TVENthat, -purWant to Article XXV,of-the.Code Cil of the Town of Southold;itpublic bear- y[W YORK ,Ing will be held:by the Southold Town NOTARY pt' .Planning Board,at the Town Hall,Main No. -Road,Southold,New York-owthe.l4th Ouahf, bounty day of December,2009,on the.question ..,,,v;,iY 29, 2012 ofthefollowing:_ ;. MY Commidsi, - - 6;00 p.m.Proposed Sit,Plan for I.P. Morgan Chase Bank located on the s/s/o :NYS Routel5,approximately 133',,e/o e 'MarlenCunei knowalas.10300.Main Road, lofattimck; Town'bf'-Southold, County,.of Suffolk,State of.New-York. -Suffolk County Thx Map.Number 1o00- 143-333.2 " Dated:11/16/09 BY ORDER OF THE SOUTHOLD TOWN - PLANNING BOARD Martin H.Sidor - Chairman 9571-1T 12/3 • • MAILING ADDRESS: PLANNING BOARD MEMBERS QF soory P.O. Box 1179 MARTIN H.SIDOR �Q� Old Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS N is Town Hall Annex KENNETH L. S % �p- 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND COU ��" Southold,NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 14th day of December, 2009 on the question of the following: 6:00 p.m. Proposed Site Plan for J. P. Morgan Chase Bank located on the s/s/o NYS Route 25, approximately 133' e/o Marlene Lane, known as 10300 Main Road, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-143-3-33.2 Dated: 11/16/09 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Martin H. Sidor Chairman PLEASE PRINT ONCE ON THURSDAY, DECEMBER 3, 2009 AND FORWARD ONE (1) AFFIDAVIT TO THIS OFFICE. THANK YOU. COPY SENT TO: The Suffolk Times Page I of 1 Kalin, Carol From: Legals [legals@timesreview.coml Sent: Monday, November 16, 2009 3:12 PM To: Kalin, Carol Subject: RE: legal ad for 12/3/09 edition of Suffolk Times Hi Carol, I have received the legal ad and we are good to go for the 1213 issue. Thanks and have a great evening, Candice From: Kalin, Carol [mailto:Carol.Kalin@town.southold.ny.us] Sent: Monday, November 16, 2009 2:00 PM To: Legals Subject: legal ad for 12/3/09 edition of Suffolk Times Please print the following legal ad in the 12/3/09 edition of the Suffolk Times for the 12/14/09 Planning Board Public Hearing re: Chase Bank, Mattituck, 6:00 p.m. Kindly e-mail a confirmation of receipt. Thanks. Carol Kalin, Secretarial Assistant Southold Town Planning Board Southold Town Annex, 54375 NYS Rt. 25 P.O. Box 1179 Southold,NY 11971 Phone: (631)765-1938 Fax: (631)765-3136 Carol.Kalin@town.southold.ny.us 11/16/2009 • MAILING ADDRESS: PLANNING BOARD MEMBERS �aOF sooTyo P.O. Box 1179 MARTIN H.SIDOR �Q Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS H Town Hall Annex KENNETH L.EDWARDSGEORGE D. 54375 State Route 25 JOSEPH L.TOWN END �yC�Unl, (cor. Main Southold,. &Youngs Ave. ) Telephone: 631 765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD LEGAL NOTICE Notice of Public Hearing NOTICE IS HEREBY GIVEN that, pursuant to Article XXV of the Code of the Town of Southold, a public hearing will be held by the Southold Town Planning Board, at the Town Hall, Main Road, Southold, New York on the 14th day of December, 2009 on the question of the following: 6:00 p.m. Proposed Site Plan for J. P. Morgan Chase Bank located on the s/s/o NYS Route 25, approximately 133' e/o Marlene Lane, known as 10300 Main Road, Mattituck, Town of Southold, County of Suffolk, State of New York. Suffolk County Tax Map Number 1000-143-3-33.2 Dated: 11/16/09 BY ORDER OF THE SOUTHOLD TOWN PLANNING BOARD Martin H. Sidor Chairman 0 STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) CAROL KALIN, Secretary to the Planning Board of the Town of Southold, New York being duly sworn, says that on the 16th day of November, 2009 she affixed a notice of which the annexed printed notice is a true copy, in a proper and substantial manner, in a most public place in the Town of Southold, Suffolk County, New York, to wit: Town Clerk's Bulletin Board, Southold Town Hall, 53095 Main Road, Southold, New York 12/14/09 Regular Meetina: 6:00 p.m. Public Hearing for the proposed Site Plan for the J. P. Morgan Chase Bank, SCTM#1000-143-3-33.2 �n 'Col Kalinlin A 'Carol Secretary, Southold Town Planning Board (ISworn to before me this day of OUQWbe,i, 2009. 1 Notary Pu MELANIE DOROSM NOTARY PUBLIC,State of New York No.01D04634870 Oualified in Suffolk County Commission Expires September 0 • MAILING ADDRESS: PLANNING BOARD MEMBERS �OF sorry P.O.Box 1179 MARTIN H.SIDOR hQ� �� Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Town Hall Annex KENNETH L. EDWARDS �p� 54375 State Route 25 GEORGE L. SOLOMON (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �COON�Y,�� Southold, NY Telephone: 631 765-1838 Fax: 631765-3136 PLANNING BOARD OFFICE November 16, 2009 TOWN OF SOUTHOLD Jennifer M. Porter, Esq. Gibbons P.C. One Pennsylvania Plaza, 37th Floor New York, NY 10119 Re: Site plan for J.P. Morgan Chase Bank SCTM#1000-143-3-33.2 Dear Ms. Porter: I'm writing as a follow up to the Planning Board Work Session held on November 09, 2009 where your site plan application was reviewed. As discussed your application will be scheduled for the December 07, 2009 work session to review the Lighting Plan in detail, and LWRP, and SEQRA comments for this application. A compressive list of map changes will follow the Public Hearing scheduled December 14, 2009 that will incorporate public comment along with map changes requested by the Board during previous Work Sessions. At this point the following requested items are to be submitted for consideration: 1. Provide a summary of how many parking spaces the bank needs so the Planning Board may consider a land banked parking on site. 2. The Planning Board will require a cross access to the adjacent property to the west. Provide the Board with documentation that there is an effort being made on the applicant's behalf to make this work. 3. The Planning Board accepted the Architectural Review Committee recommendations with the exception of additional windows in the rear of the building and no parking in the front of the building. As discussed, the Board accepted the recommendation that no signs be internally lit, and has requested proposed signage be submitted for review and approval. 4. Submit a calculation showing the percentage of proposed landscaping on site. 5. Mechanical equipment for the building is not shown on the current plans. Where is the equipment going to be located? If you should have any questions or require additional information, please do not hesitate to contact me. Sincerely, Kristy Winser Senior Planner cc: Planning Board MAILING ADDRESS: PLANNING BOARD MEMBERS �ar3f su�lyo P.O. Box 1179 MARTIN H.SIDOR �Q �Q Southold, NY 11971 Chair OFFICE LOCATION: WILLIAM J.CREMERS G Town Hall Annex KENNETH L.EDWARDS �p� 54375 State Route 25 JOSEPH L.TOWN ENDGEORGE D.SOLOMON � (cor.Main dIYYo`uAve.) ourm Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD November 10, 2009 Jennifer Porter, Esq. c/o Gibbons, P.C. One Pennsylvania Plaza, 37`h Floor New York, NY 10019 Re: Set Hearing: Proposed Site Plan for Chase Bank, Mattituck Located on the s/s/o NYS Route 25, approximately 133 ft. e/o Marlene Lane, known as 10300 Main Road, Mattituck SCTM#1000-143-3-33.2 Zoning Districts: B, R-40 Dear Ms. Porter: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, November 9, 2009: RESOLVED, that the Southold Town Planning Board set Monday, December 14, 2009 at 6:00 p.m. for a public hearing on the Site Plan prepared by Thomas E. Murray, P.E., and John R. Sorrenti, R.A., dated December 17, 2007 & last revised March 24, 2008. Please refer to the enclosed copy of Chapter 55, Notice of Public Hearing, in regard to the Town's notification procedure. The notification form is enclosed for your use. The sign and the post will need to be picked up at the Planning Board Office, Southold Town Annex. Please return the enclosed Affidavit of Postina alona with the certified mailing receipts AND the sianed green return receipt cards before 12.00 noon on Friday. December 11th. The sign and the post need to be returned to the Planning Board Office after the Public hearing. If you have any questions regarding the above, please contact this office. Very AAtruly yours, Martin H. Sidor Chairman Ends. 0 0 Southold Town Plannina Board Notice to Adiacent Property Owners You are hereby given notice: 1. That the undersigned has applied to the Planning Board of the Town of Southold for a site plan; 2. That the property which is the subject of the application is located adjacent to your property and is described as follows: SCTM#1000-143-3-33.2; 3. That the property which is the subject of this application is located in the B and R-40 Zoning Districts; 4. That the application is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.8 acre) parcel. The parcel is proposed to be subdivided along the zoning line that bisects it, with Lot 1 (49,262.82 sq. ft.) in the B, General Business, Zone and containing this site plan, and Lot 2 in the R-40, Residential, Zone. The site is located on the south side of NYS Route 25, approximately 133 feet east of Marlene Lane, known as 10300 Main Road, Mattituck; 5. That the files pertaining to this application are open for your information during normal business days between the hours of 8 a.m. and 4 p.m. in the Planning Department located in the Town Hall Annex on the corner of Youngs Ave. & NYS Rte. 25, Southold (2nd FI., Capital One Bank). If you have any questions, you can call the Planning Board Office at (631)765-1938. The office will be closed 11125 at 11:30 a.m., 11/26 811127 for Thanksgiving. Information can also be obtained via the internet by sending an e-mail message to: Carol.Kalin@town.southold.ny.us; 6. That a public hearing will be held on the matter by the Planning Board on Monday December 14 2009 at 6:00 p.m. in the Meetina Hall at Southold Town Hall, Main Road, Southold; that a notice of such hearing will be published at least five days prior to the date of such hearing in The Suffolk Times, published in the Town of Southold; that you or your representative have the right to appear and be heard at such hearing. Petitioner/Owner Name: J.P. Morgan Chase Bank/Unexcelled, LLC Date: 11/10/09 AFFIDAVIT OF POSTING This is to serve notice that I personally posted the property known as by placing the Town's official poster notice(s) within 10 feet of the front property line facing the street(s) where it can be easily seen, and that I have checked to be sure the poster has remained in place for seven days prior to the date of the public hearing on I have sent notices, by certified mail — return receipt, the receipts and green return receipt cards of which are attached, to the owners of record of every property which abuts and every property which is across on Your Name (print) Signature Address Date Notary Public PLEASE RETURN THIS AFFIDAVIT, CERTIFIED MAIL RECEIPTS & GREEN RETURN RECEIPT CARDS BY: 12:00 noon, Fri.. 12/11/09 Re: Proposed Site Plan for J.P. Morgan Chase Bank SCTM#s: 1000-143-3-33.2 Date of Hearing: Monday, December 14. 2009, 6:00 p.m. Town of Southold PC/Codebookfor Windows § 55-1. Providing notice of public hearings. [Amended 6-3-2003 by L.L. No. 12-20031 Whenever the Code calls for a public hearing this section shall apply. Upon determining that an application or petition is complete, the board or commission reviewing the same shall fix a time and place for a public hearing thereon. Notice relating to a public hearing on an application or petition shall be provided as follows: A. Town responsibility for publication of notice. The reviewing board or commission shall cause a notice giving the time, date, place and nature of the hearing to be published in the official newspaper within the period prescribed by law. B. Applicant or petitioner responsibility for posting and mailing notice. An application or petition, initiated,proposed or requested by an applicant or petitioner, other than a Town board or commission, shall also be subject to additional notice requirements set forth below: (1) The applicant or petitioner is required to erect the sign provided by the Town, which shall be prominently displayed on the premises facing each public or private street which the property involved in the application or petition abuts, giving notice of the application or petition, the nature of the approval sought thereby and the time and place of the public hearing thereon. The sign shall be set back not more than 10 feet from the property line. The sign shall be displayed for a period of not less than seven days immediately preceding the date of the public hearing. The applicant, petitioner or his/her agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. (2) The applicant or petitioner is required to send notice to the owners of record of every property which abuts and every property which is across from any public or private street from the property included in the application or petition. Such notice shall be made by certified mail, return receipt requested, posted at least seven days prior to the date of the initial public hearing on the application or petition and addressed to the owners at the addresses listed for them on the local assessment roll. The notice shall include description of the street location and area of the subject property, nature of relief or approval involved, and date, time and place of hearing. The applicant, petitioner or agent shall file an affidavit that s/he has complied with this provision prior to commencement of the public hearing. 1 UNEXCELLED , LLC J . P . MORGAN CHASE BANK SITE PLAN • 1000 = 143 =3 -33 . 2 Site Plan for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.8 acre) parcel. The parcel is proposed to be subdivided along the zoning line that bisects it, with Lot 1 (49,262.82 sq. ft.) in the B, General Business, Zone and containing this site plan, and Lot 2 in the R-40, Residential, Zone. MONDAY - DEC . 14, 2009 - 6 : 00 P . M . • L •w.V..u• ••—••••� —_• - IILIHYI Yle.w 1• • w W •!^^I Ia – rli2v ,•p•r rrl..�. r• O "•.r••u• • yr W "01 nsr2 p6RalluE 6 M.wlisl4 AE i 1tlN n E .nr o..•.. �— Y wr.rw --•-�-_ un —rr - t�Of .mol .� OYMf� '.. G r•rwu. ---. Ir r..r � �—_ 9nc121,'YM•'Ti4111601Yl19'. . . ... E pwy u• upr•..rlw �_ .Mr•u•� .. .i -: . , Am a -H-p -N-O 10-21- -Op- 1-10- 0-11- —N— LEGION RD. Is» pw u u u y 2 N p • Tu • ♦,y r {� S r \ $ r O fi fi � < C�`/a \\ \ a• \ 4 O W •\\ \ y ♦ M1• fi by � ♦1 • ai • ♦ •l5 i/ \y ♦ O s O♦i 4 y a a a Z' a i i i a j / i a NOp•r SOUTHOLD sECYION No _ _ ,� .,,,, ,,,2,,,�• „� ,,,a,�,� TIOE COUNTY OF SUFFOLK /1p© E ,a — Ip.+rnrp. — -"— •x mlr TK fumM OK �Y'^�y Y m L Red PrTax Sen rvice ru2z s E p....o�.. —�— 2prr uar. l2v wr O —_.—_ 41..ui•N I•• —rT-- r•. mvwr ptrlMUN 61117 ponoly TlE Falnty.cwdw �YypllepE,YT 117p Y m _ G WrYtIY F•i•1• •w-..it.u• — .s NM. 9fiAll WMfT TU YV 6 IIO611® • • fG2L M fHh A .. p•WU• �_�— ,y.p•Y,I II• —_•—_ •YYs ppM r.—_•—_ ••. n IBIH plllrlf NtlB1 RN65rl6 TIE - r • r �1 P - W ..• N SCOTT A. RUSSELL °` JAMES A. RICHTER, R.A. SUPERVISOR ENGINEER TOWN HALL - 53095 MAIN ROADG5 r" TOWN OF SOUTHOLD,NEW YORK 11971 Fax. (631)-765-9015 Tel.(631)-765-1560 JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER,,, TOWN OF $Q,UTHOLD` Martin H. Sidor N��ember 9, 2009 Chairman - Planning Board J Town Hall, 53095 Main Road II i,Il Southold, New York 11971 f, Re: Chase Bank Site Plan - Route 25, Mattituck, N.Y. 1 SCTM#: 1000-143-03-33.2 S Dear Mr. Sidor: As per a request from your office, I have reviewed the site plan for the above referenced project. This Site Plan has been prepared by the office of Savik& Murray LLP, Consulting Engineers and JRS Architect, PC, and has a revision date of 7/01/09. Please consider the following: 1. Drawing#C7.01 is the NYS DOT Plan. Has the Planning Board received the DOT Curb Cut Permit from the State? If this item is not on file it should be made a condition for final approval. 2. As shown on the Site Plan C2.01, Top of Grate Elevations for all proposed inlet drainage castings appear to be established by Top&Bottom Curb Elevations. The two inlet castings for the drainage pools located within the Flag Entrance to the residential lot are not adjacent to curbs and should be noted with final grade elevations. In addition, this residential driveway shows a low point elevation of 96' immediately east of the proposed Bank Facility. How will Storm-water run-off be contained at this location? Additional drainage or a change in the proposed grading will be required at this location. 3. In my 12/30/08 review of this Minor Subdivision, item#2 indicated a concern related to the Common Curb Cut that will be used by both the Residential property and the Commercial Site. The Planning Board is in the process of creating access to a private driveway over what will essentially become private property. This area of the Commercial property between the State Road and the end of the Flag Lot will require Permanent Easements will be essential to allow vehicular and utility access to service the residential property. In the future, if this pavement area deteriorates, who is responsible for paving or maintenance in this common area? The responsibility for maintenance of this common access area should be established by the Planning Board with C & R's that would give guidance over which property owner is responsible for what maintenance. (i.e.; Landscaping, Ground Maintenance, Pavement Repair and/or Asphalt Replacement, Snow Plowing etc.) Page 1 of 2 Martin H. Sidor, Chairman - Planning Board November 9, 2009 Re: Chase Bank Site Plan - SCTM #: 1000-143-03-33.2 Page 2 of 2 4. Landscaping Plans have not been provided. This item should be reviewed and approved by the Planning Board. 5. This site plan shows a projected grading plan for the driveway access on the flag portion of the southerly residential lot. The proposed drainage structures located at the northerly terminus of this Flag Lott should be installed and included within the required scope of work for this Site Plan. Will the Planning Board require any of the obligatory grading or additional construction items that will be vital to build this residential drive? In an effort to provide for a comprehensive site plan construction schedule,it is recommended that this residential driveway be constructed at the same time with all appropriate drainage structures, landscaping and utility access. If you have any questions regarding this Site Plan Review, please contact my office. Sincerely, James A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) Michael Verity (Principal Building Inspector) Submission Without a Cover Letter Sender: -KQ ►l I tau l k i Subject: CLa4p-- SCTM#: .I000 I 1 Date: LI"� c) q W O J V �S! P;M' rrA- Comments: 3 TrryC SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 7ASCH16TVECT9F-C- OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NEW YORK 11980 NOTICE 1 (631)852-5700 GMZ 4 NOTICE OF INCOMPLETE APPLICATION—SUBDIVISION TO: . JRS Architect,P.C. SUB NAME: Chase Bank Attn: John R. Sorrenti REF.NO.: S10-09-0004 181 East Jericho Tpke Mineola,NY 11501 SCTM NO: 1000-143-3-33.2 Your submission for the referenced subdivision has been reviewed. This office will require the following for further review and/or approval: ❑ Application form signed by licensed design professional and owner ❑ Yield map,minimum square foot lots. ❑Filing fee$ due. ❑ Test hole(s) located and witnessed by: ❑Health Dept.-Call 852-5754 to schedule inspection. Install in area of proposed sewage disposal system. ❑ Test well(s) sampled by Health Department. Follow procedures enclosed. (Test well does not indicate a waiver of requirement for connection to public water) - see location map enclosed. ❑ Public water availability letter from water district(Include distance &cost if water main extension is required). ® Short Environmental Assessment Form(enclosed). ❑ Wetlands permit or determination letter. ❑ Certification of the existing onsite sewage disposal and water supply ®Covenants: Language to be determined. ❑Board of Review variance. ❑Non-conformance notice enclosed. ® SEQRA determination from Town. ® Certificate of Authorization, or disclaimer. In addition, the following is required to be shown on a preliminary/final map or on a separate sewage disposal/water supply plan signed and sealed by a licensed design professional: ❑ Metes and Bounds Description, lot areas, key map* ❑ Suffolk County Tax Map Number* ® Sewage disposal&water supply locations for all existing buildings on property(specify if none) Neighboring wells within 150 feet of property(specify if none) -North side of N.Y.S.RT. 25 ❑ Design for the onsite sewage disposal and water supply per Department standards ❑ Design for sewer main extension approved by local sewer district (for existing sewers in Sewer District#3, sewer stubs must be marked by district on plan) ❑ Topographic contours. (5 ft. interval) ❑ Water/Sewer main location(s) (label as existing/proposed)* ❑ Test well locations* ❑ Corner elevations and test hole elevation ❑ Department approval stamp* ® Test hole Soil Classification* ❑ Typical lot layout: water&sewage disposal* ❑ L.S. certification and ❑certification of sewage disposal & water supply design by P.E., R.A., or L.S. with exemption(original signatures &seals required)*. [*] FINAL maps to be filed with County Clerk require items marked above with asterisk(*). ® Other: (NI)Redesign lot 2 lavout to provide a minimum of 25It of frontage on NYS Rt 25 (N2)Remove proposed structures from lot 1 Only show locations of proposed water line for lot 2 and proposed drainage in the flag Drainage structures must be l OR from the proposed water line. (N3)Verify if the well on the Celic property is in use or if the lot has been connected to public water. If the has been abandoned and lot connected to public water then indicate the lot is connected to public water and label the well abandoned If the well is still in use then show a 150ft sanitary leaching pool setback radius from the existing well on the Celic property. (N4)Add a note to the map indicating Lot 1 is for commercial use only and lot 2 is for single-family residential use only. (N5)Add a typical plot layout for commercial use. (N6)Submit a copy of the Town of Southold zoning approval. CC: Savik&Murray&Unexcelled, LLC REVIEWED AY: John Solingen (10/9/2009) PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) _7 PROJECT I.D.NUMBER SEAR SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES State Environmental Quality Review SHORT ENVIRONMENTAL ASSESSMENT FORM For UNLISTED ACTIONS Only PART I-PROJECT INFORMATION 1. APPLICANT/SPONSOR 2. PROJECT NAME 3. PROJECT LOCATION: Municipality County Suffolk 4. PRECISE LOCATION(SCTM,and Street address or road Intersections,prominent landmarks,etc.) 6. IS PROPOSED ACTION: ❑ New ❑ Expansion ❑ Modiflcation/alteration 6. DESCRIBE PROJECT BRIEFLY: 7. AMOUNT OF LAND AFFECTED: Initially acres Ultimately acres 8. WILL PROPOSED ACTION COMPLY WITH EXISTING ZONING OR OTHER EXISTING LAND USE RESTRICTIONS? ❑Yes ❑ No If No,describe briefly g. WHAT IS PRESENT LAND USE IN VICINITY OF PROJECT? ❑ Residential ❑ Industrial ❑ Commercial ❑Agriculture ❑ ParklForest/Open space ❑Other Describe: 10. DOES ACTION INVOLVE A PERMIT APPROVAL,OR FUNDING,NOW OR ULTIMATELY FROM ANY OTHER GOVERNMENTAL AGENCY (FEDERAL,STATE OR LOCAL)? ❑Yes ❑ No If Yes,list agency(s)name and permit/approval 11. DOES ANY ASPECT OF THE ACTION HAVE A CURRENTLY VALID PERMIT OR APPROVAL ❑Yes ❑ No If Yes,list agency name and permittapproval 12. ASA RESULT OF PROPOSED ACTION WILL EXISTING PERMIT/APPROVAL REQUIRE MODIFICATION? Elves ❑ No I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE TO THE BEST OF MY KNOWLEDGE Applicant I Sponsor Name Signature Date Rev. 05/16/06 Page 1 •� tipSUFFOt,��o , SCOTT A. RUSSELL ,may t JAMES A. RICHTER, R.A. SUPERVISOR TowNOFsoNGINEERvoRKn9n TOWN HALL - 53095 MAIN ROAD itW at V' UTHOLD,NEW Fax. (631)-765-9015 i�ifi -iv Tel.(631)-765-1560 F., �If� i- JAMIE.RICHTER@TOWN.SOUTHOLD.NY.US OFFICE OF THE ENGINEER TOWN OF SOUTHOLD y'. Martin H. Sidor November 9,=2009 Chairman - Planning Board ,1 Town Hall, 53095 Main Road _ Southold, New York 11971 r Re: Chase Bank Site Plan - Route 25, Mattituck, N.Y. SCTM#: 1000-143-03-33.2 Dear Mr. Sidor. As per a request from your office, I have reviewed the site plan for the above referenced project. This Site Plan has been prepared by the office of Savik& Murray LLP, Consulting Engineers and JRS Architect, PC, and has a revision date of 7/01/09. Please consider the following: 1. Drawing #C7.01 is the NYS DOT Plan. Has the Planning Board received the DOT Curb Cut Permit from the State? If this item is not on file it should be made a condition for final approval. 2. As shown on the Site Plan C2.01, Top of Grate Elevations for all proposed inlet drainage castings appear to be established by Top&Bottom Curb Elevations. The two inlet castings for the drainage pools located within the Flag Entrance to the residential lot are not adjacent to curbs and should be noted with final grade elevations. In addition, this residential driveway shows a low point elevation of 96' immediately east of the proposed Bank Facility. How will Storm-water run-off be contained at this location? Additional drainage or a change in the proposed grading will be required at this location. 3. In my 12/30/08 review of this Minor Subdivision, item#2 indicated a concern related to the Common Curb Cut that will be used by both the Residential property and the Commercial Site. The Planning Board is in the process of creating access to a private driveway over what will essentially become private property. This area of the Commercial property between the State Road and the end of the Flag Lot will require Permanent Easements will be essential to allow vehicular and utility access to service the residential property. In the future, if this pavement area deteriorates, who is responsible for paving or maintenance in this common area? The responsibility for maintenance of this common access area should be established by the Planning Board with C & R's that would give guidance over which property owner is responsible for what maintenance. (i.e.; Landscaping, Ground Maintenance, Pavement Repair and/or Asphalt Replacement,Snow Plowing etc.) Page 1 of 2 Martin H. Sidor, Chairman - Planning Board November 9, 2009 Re: Chase Bank Site Plan - SCTM #: 1000-143-03-33.2 Page 2 of 2 4. Landscaping Plans have not been provided. This item should be reviewed and approved by the Planning Board. 5. This site plan shows a projected grading plan for the driveway access on the flag portion of the southerly residential lot. The proposed drainage structures located at the northerly terminus of this Flag Lott should be installed and included within the required scope of work for this Site Plan. Will the Planning Board require any of the obligatory grading or additional construction items that will be vital to build this residential drive? In an effort to provide for a comprehensive site plan construction schedule,it is recommended that this residential driveway be constructed at the same time with all appropriate drainage structures, landscaping and utility access. If you have any questions regarding this Site Plan Review, please contact my office. Sincerely, James A. Richter, R.A. cc: Peter Harris (Superintendent of Highways) Michael Verity (Principal Building Inspector) 0 0 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, November 9, 2009 4:30 p.m. 4:30 p.m. Site Plans Proiect name__ Chase Bank - Mattituck __ SCTM#: 1000-143-3-33.2 Location: 10300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Route 25, Mattituck Description: This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel in both the B, General Business, and R-40, Residential Zones. The parcel will be subdivided into two parcels, with this site plan located on the commercial parcel on S.R.25, and a residential parcel to the south. Status: New Site Plan _ Action: Review site plan and reports. Attachments: I Staff Report Subdivisions Project name: _ James Neumann SCTM#: 1000-107-1-1.1 &1.2 Location: End of Mill Road in Mattituck _ Description: Standard Subdivision of 24.9 acres into 5 lots bordering Mattituck Creek in the R-80 Zone. Oep n— - _ — -- _ — Action: Review newly submitted alternate subdivision layouts. Attachments: _ Staff Report Discussion: ➢ Kace LLC (Northwind Village) DEIS review Review Public Meeting Agenda i WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, November 2, 2009 4:00 p.m. 4:00 p.m. Site Plans and Subdivisions Project name: CJCI, Corp. I SCTM#: 45-4-4.1 Location: 74495 NYS Route 25, approx. 734'w/o Moores Lane on the n/s/o NYS Rte 25, Greenport. Description: Site plan to construct an 8,960 sq.ft. building with the first floor containing, retail space, contractors business office, garage storage and a 2nd floor apartment on 1.036 acres. B zoning district. Status: New site plan Action: Review site plan and timeline to update the Board. Attachments: Staff Report with Timeline Project name: Joint Indust Bd. formerl Santorini SCTM# 1000-83-2-17.3 Location: End of Duck Pond Rd. Approx. 450' east of Depot lane, Cutcho ue. Description: Site plan to construct an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on 12.3 acres partially located in the Resort Residential zoning district. Status: New site Plan Action: Review resolution to override S.C. planning commission condition. Attachments: Resolution Project name: Chase Bank- Mattituck SCTM#: 1000-143-3-33.2 Location: 10300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Rte 25, Mattituck Description: Site plan to construct a 4,200 sq. ft. bank with two drive-through bays on 2.59 acres the B zoning district. Status: Site Plan Review Action: Review resolutions to set the public hearing for 12/14/09 and SEQRA determination. Attachments: Resolution Project name: Breeze Hill Farm SCTM#: 1000-1000-74-1-36 Location: 31215 CR 48, Peconic, 609' west of Henry's Lane, Peconic Description: This proposed site plan is for a new horse bam (1,819 s.f.), a new farm crop storage building/barn which will total 1,358 sq. ft., to build an addition to a masonry building for a farm office (2,674 sq. ft) and to convert a 1-story frame house to a farm stand (1,093 sq• ft.)_ Status: Action: Review Resolution for Final Approval j Attachments: _ 1 Resolution Town of Southold s Architectural Review Committees \ Cts — Qt Minutes 4:OOp.m., October 22, 2009 \ Town Hall Annex Executive Board Room Members Present: Sandford Hanauer, Chairman; Herbert Ernest;Joseph Lee; Ronald Mcvy,"Howard Meinke; Mark Schwartz; Elizabeth Thompson; Kristy Winser,Planner; Elizabeth Cantrell, Secretary. The minutes for the August 20, 2009 meeting were approved. Introduction• All applicants will give a presentation consisting of drawings, exterior materials samples and other information required by the Planning Department to the Committee. The Committee will ask questions and make suggestions as part of a general discussion with each applicant. Final recommendations from the ARC will be presented to the Planning Board in the ARC Meeting Minutes, and be made part of the Planning file for that application. The Planning Board will consider these recommendations, together with all comments from other agencies, and provide the applicant with a comprehensive written list of its requested revisions. Revisited Application: • CHASE BANK -MATTITUCK SCTM #1000-143-3-33.2 Jennifer Porter, Land Use Attorney for Chase;Ken Garvin,Architect at J.R.S. Architecture; Victor DeLuca, Project Manager for Chase all presented the project to the committee. The Committee approves the latest proposed design as shown today with the following recommendations: o Confirm that the windows will be simulated divided lites (SDL). o Lighting: o No internally lit signs. o Remove three street lights on east side; the proposed goose-neck style lights on the building are sufficient. o The free-standing (blade sign) ground sign should be no more than 6' in height. o The Committee recommends a full review of all proposed Chase signs as they were not available for review at the time of this meeting. • o Add windows to rear west elevation to match other windows, except they can be translucent glass. o Eliminate the parking in the front area and move the handicapped parking to the west side of the building. o Revised site plans to match the rendering shown to the Committee on October 22, 2009. Motion made and seconded. All in favor. A motion was made to close the meeting at 5:05p.m. All in favor. 0 lizabeth Cantrell,Secretary Southold Tow Vnninp Board — Pape Two — Octob is 3, 2009 Project name: Chase Bank_ - Mattituck SCTM#: 1000-143-3-33.2 Location: 10300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Route 25, Mattituck Description: This site plan is for the new construction of a 4,200 sq. ft. bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel in both the B, General Business, and R-40, Residential Zones. Status: : Under review Action: Consider declaring Lead Agency for this Unlisted Action. Attachments: None Project name: loannou, Constantine SCTM#: 1000- 23-1-14.7 & 23-2-5.6 Location: North side of SR 25, 4,848' east of Kayleigh's Court in East Marion. Description: Standard subdivision of three lots on 6.8 acres where Lot 1 equals 92,332 sq. ft., Lot 2 equals 114,288 sq. ft., and Lot 3 equals 80,000 sq. ft. in the R-80 Zoning District. Status: Sketch Approval Action: Review memo to Trustees. Attachments: Memo to Trustees/Timeline Project name: Aries Estates/Tully SCTM#: 1000-22-3-2 Location: Westerly terminus of a private right-of-way which extends north from Kayleigh's Court in East Marion. Description: Standard subdivision of 11 acres into two lots, where Lot 1 equals 3.7 acres, including 1.4 acres of open space, and Lot 2 equals 7.6 acres, including 5 acres of open space, in the R-80 Zoning District. Status: Sketch Action: Review memo to Trustees. _. Attachments: Memo to Trustees/Timeline 5:30 p.m. Review Public Meeting Agenda W WM-006(Rev. 5/06) • RECEIVED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C OCT 16 2009 YAPHANK,NEW YORK 11980 NOTICE 1 (631)852-5700 GMZ 4 JRS ARCHITECT, P.C. TICE OF INCOMPLETE APPLICATION—COMMERCIAL TO: JRS Architect,P.C. PROJECT NAME: JPMorgan Bank Attn: John R. Sorrenti REFERENCE NO.: C10-09-0012 181 East Jericho Tpke. Mineola,NY 11501 SCTM NO.: 1000-143-3-33.2 (Lot 1 of Chase Bank Subdivision- S10-09-0004 Your submission for the referenced project has been reviewed. This office will require the following for further review and/orapproval: Completed Application W WM-004 El Engineering Report ❑Processing Fee$ due ® Article 6(Subdivision)Approval(Chase Bank Sub-S10- 09-0004) ® SEQRA Determination-Town ❑ Water Quality Approval/Well Water Analysis ❑ Completed Short Environmental Assessment Form ® Pollution Control Approval for sanitary abandonment(Nl) ❑Wetlands Permit or Waiver-NYSDEC/Ibwn ❑ SCDPW/Sewer District Approval ' ❑Town/Village Zoning Letter ❑ Review Board Determination ®Restrictive Covenants for: (To Be Determined) ❑P.E./R.A.Certification of Existing Sanitary System ❑ SPDES Application form D ❑ Certificate of Authorization or Disclaimer ❑ Public Water and Sewer Availability Letter ❑ INFORMATION MISSING AND/OR CORRECTIONS REQUIRED ON PLANS ❑ Suffolk County Tax Map Number ® Storm Drainage Structure Locations(142) ❑ Metes and Bounds Description ❑Gallons/Day/Acre Sewage Discharge ❑ Lot Size/Key Map ® Sewage Disposal Design Calculations(N3) ®Distance to Cross Street ® Location/Layout of Sewage System(N4) ® Soil Classification of Test Boles ® Profile/Details of Sewage System(N5_ ❑ Floor Plans ® Indicate highest expected groundwater elevation ❑ Gross Floor Area of Building(s) ❑ 50%Expansion Area for Leaching Pools ❑All Surface Waters Within 300 ft. ❑ Water and Sewer Service Line Location(s) ❑Topographical Contours(5 ft, interval) ❑ Private Well Details and Location ® Neighboring Wells within 150' of property (or ❑ Profile/Details/Location of Water Supply System specify that there are none) ❑ Existing Building, sewage/water system location(s) ❑ Signature and Seal of Design Professional ❑ ❑ S' X 7" Clear Area for Department Approval ❑ ® Other:Project does not conform to Department Standards. See enclosedNotice of Non-Conformance. e ® Comments: (NI)Contact Peter Schramel na, the Office of Pollution Control for their requirements regarding the sewage disposal system abandonment-phone#: 631-854-2501. (N2)Drainage structures must be 50ft to private wells (N3)Label the bank to be nonmedical office space. (N4)Leaching pools &Expansion pools must be 150ft to private wells. (N5)leachiniz pools must be a minimum of 3ft above M hest ex ected Uoundwater elevation. CC: Savik&Murray REVIEWED BY: John Sohngen 2150 Smithtown Ave, Suite 5 Ronkonkoma,NY 11779 DATE: October 9, 2009 Unexcelled, LLC 330 Eastwood Drive Cutchogue,NY 11935 PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) W WM-014(Rev.5/06) • SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES OFFICE OF WASTEWATER MANAGEMENT 360 YAPHANK AVENUE,SUITE 2C YAPHANK,NEW YORK 11980 NOTICE 1 (631)852-5700 GMZ 4 NOTICE OF NON-CONFORMANCE—COMMERCIAL TO: Unexcelled, LLC PROJECT NAME: PMorgan Bank 330 Eastwood Drive Cutchogue,NY 11935 REFERENCE NO.: C10-09-0012 SCTM NO: 1000-143-3-33.2(Lot I of Chase Bank Subdivision- S 10-09-0004) This application is not being processed for approval as submitted because it does not appear to conform with the standards/requirements of the Suffolk County Sanitary Code as indicated: 1. ❑ The proposed sanitary flow is greater than the allowable population density equivalent. A sewage treatment system is required. (Article 6,Section 607,Paragraphs A.1 and B.1,or A.2 and B.2 of the Suffolk County Sanitary Code). 2. ® The installation of a subsurface sewage disposal system(s)Is not permitted when: ® The system will be an insufficient distance from neighboring well(s);proposed well; and/or surface waters. ❑ The subsoils on the site contain meadow mat,bog,silts,clays or other impervious materials which extend below the groundwater table or subsoils in the area are unsuitable for the proper functioning of the system. ❑ The groundwater or drainage conditions are unsuitable for the proper functioning of the system. ❑ A public sewer system is available. 3. ❑ The installation of a private water supply well is not permitted when: ❑ A public water supply is available. ❑ The groundwater supply in the area is inadequate for individual water supply wells. ❑ The proposed well will be an insufficient distance from proposed or existing sewage disposal system(s). ❑ The proposed sanitary flow is greater than the allowable population density equivalent. 4. ❑ The parcel(s) being applied on are apparently part of a realty subdivision or development, as defined in Article 6 of the Suffolk County Sanitary Code,which has not been approved by the Department for the method of sewage disposal and water supply. Prior to further processing of the application, it will be necessary that the owner(s) of the overall property file a realty subdivision or development map with this office. Application forms are enclosed. 5. ® The proposal is not in conformance with Department construction standards. proposed drainage must be 50ft to private wells 6. ❑ Installation of an on-site sewage treatment system is not permitted on land where community sewers are required. 7. ❑ The proposal is not in conformance with the conditions of the approved realty subdivision or development map. 8. ❑ Other/Continents: If this matter cannot be resolved,you may request a variance from these standards by applying to the Department's Board of Review(application enclosed). Prior to applying to the Board of Review,the commercial application must be completed. CC: IRS Architect,P.C. REVIEWED BY: John Sohngen DATE: October 9, 2009 Unexcelled, LLC PLEASE RETURN A COPY OF THIS FORM WITH ANY RESUBMISSION(S) P��PTrOry.h��O P ay n a $ m o m � David A.Paterson Governor O NEW YORK SIAIE New York State Office of Parks, Carol Ash Recreation and Historic Preservation Commissioner Historic Preservation Field Services Bureau•Peebles Island, PO Box 189, Waterford,New York 12168-0189 518-237-8643 March 02,2009 www.rrysparks.com Jeffrey J. Patanjo Savik&Murray LLP 2150 Smithtown Ave Ronkonkoma,New York Re: COC,FDIC Chase Bank/demolition&new construction/Mattituck 10300 Main Road SOUTHOLD, Suffolk County 09PR0080 Dear Mr. Patanjo: Thank you for requesting the comments of the State Historic Preservation Office (SHPO). We have reviewed the project in accordance with Section 106 of the National Historic Preservation Act of 1966. These comments are those of the SHPO and relate only to Historic/Cultural resources. They do not include potential environmental impacts to New York State Parkland that maybe involved in or near your project. Such impacts must be considered as part of the environmental review of the project pursuant to the National Environmental Policy Act and/or the State Environmental Quality Review Act(New York Enviromnental Conservation Law Article 8). Based upon this review,it is the SHPO's opinion that your project will have No Effect upon cultural resources in or eligible for inclusion in the National Registers of Historic Places. If further correspondence is required regarding this project,please be:sure to refer to the OPRHP Project Review(PR)number noted above. Sincerely, / Ruth L. Pier-pont Director An Equal opportunity/Affirmative Action Agency C1 primed an recycled paper COUNTY OF SUFFOLK a STEVE LEVY SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF PLANNING THOMAS A. ISLES,A.I.C.P DIRECTOR OF PLANNING September 3, 2009 Town of Southold Planning Board PO Box 1179 Southold, New York 11935 Att: Ms. Kristy Winser, Senior Planner Dear Ms. Winser: Pursuant to Section 2391&m of the General Municipal Law,the following site plan/special exception which has been submitted to the Suffolk County Planning Commission is considered to be a matter for local determination as there appears to be no significant county-wide or inter-community impact(s). A decision of local determination should not be construed as either an approval or disapproval. Site Plan S.C.T.M. No. J.P. Morgan Chase 1000 14300 0300 0 Local File No. N/A NOTE: Does not constitute acceptance of any zoning action associated-lh=withbefore any other local regulatory board. ` " Very truly yours, Thomas A. Isles, AICP Dir for o 1 drew P. Frela g Chief Planner APF:ds LOCATION MAILING ADDRESS H.LEE DENNISON BLDG.-4TH FLOOR P.O.BOX 6100 (631)853-5191 100 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788-0099 TELECOPIER(631)8534044 P� ,%ATTITUCK FIRE DISTRIA r:�e PO BOX 666, PIKE STREET MATTITUCK, NEW YORK 11952-0666 Commissioners David F.Haas,Chairman John C.Harrison,Secretary Barbara Dickerson,Treasurer Norman b Reilly,Jr.,Sr.,Vice Chairman Martin L.Griffin Lloyd H.Relsenberg Wllllam G.Young August 12, 2009 Southold Town Planning Board Ms. Kristy Winser, Senior Planner P O Box 1179 Southold, NY 11971 Re: JP Morgan Chase 10300 Main Rd, Mattituck, NY \ 1 SCTM#: 1000-143-3-33.2 Dear Ms. Winser; The Board of Fire Commissioners of the Mattituck Fire District reviewed the above mentioned site plan and make no additional recommendations other than that all drives be cleared and maintained to meet Southold Town Code. If you require any additional information please do not hesitate to contact me. Sincerely, John C. Harrison Secretary/Fire District Manager cc: Board of Fire Commissioners Chief Office (631) 298-8837 Facsimile (631) 298-8841 r +� MAILING ADDRESS: PLANNING BOARD MEMBERS �QF sorry P.O. Box 1179 MARTIN H.SIDOR �� Q/_ Southold, NY 11971 Chair T OFFICE LOCATION: WILLIAM J.CREMERS CA Town Hall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMON Q (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND l'`CQ Southold, NY Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE August 4, 2009 TOWN OF SOUTHOLD Jennifer M. Porter, Esq One Pennsylvania Plaza, 37th Floor New York, NY 10119 Re: Site plan for J.P. Morgan Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Porter: As a follow up to the work session held on July 27, 2009, the above referenced site plan was formally accepted for review by the Planning Board and the following actions were taken: 1. As discussed, your application will be referred to involved agencies under the general site plan regulations pursuant to Section 280-131(C) of the Town Code simultaneously with your subdivision application for comment. 2. The Planning Board agreed to start the SEQR process for this unlisted action having the Board as the lead agency. Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. If you should have any questions or require additional information, please do not hesitate to contact this office. If you should have any questions or require additional information, please do not hesitate to contact me. Sincerely, Kristy Winser Senior Planner cc: Planning Board Heather Lanza • MAILING ADDRESS: PLANNING BOARD MEMBERS ��F sorry P.O. Box 1179 MARTIN H.SIDOR �4� �l0 Southold, NY 11971 Chair l�I l�f OFFICE LOCATION: WILLIAM J.CREMERS Town Hall Annex KENNETH L.EDWARDS G 54375 State Route 25 GEORGE D.SOLOMON Q� + (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND '`Ow � Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Southold Town Clerk for Town Board E rncid Architectural Review Committee Southold Town Engineer** Suffolk County Department of Health Southold Town LWRP Coordinator Services** Southold Town Building Department Suffolk County Planning Commission** NYS OPRHP* Suffolk County Water Authority* New York State Department of Mattituck Fire District* Transportation** From: Kristy Winser, Senior Planner Date: August 4, 2009 RE: Site Plan Application& Preliminary Plat Subdivision review—J.P. Morgan Chase • Request for comments pursuant to General Municipal Law §239 (as a referral) and Southold Town Code §280-131, and LWRP Coastal Consistency Review. Dear Reviewer: The purpose of this request is to seek comments from your agency. Please provide the following, as applicable: 1. Comments or requirements the Planning Board should take into consideration while reviewing the proposed project; 2. Issues of concern you believe should be evaluated; 3. Your jurisdiction in the action described below; and The following page contains information pertaining to the project under review. For further information, please feel free to contact this office. 0 Southold Referral Page Two August 4, 2009 Comments: It should be noted that in an effort to be efficient,this application is being referred to involved agencies under the general site plan regulations pursuant to Section 280-131(C)of the Town Code simultaneously with their subdivision application for comment. Project Name: J.P. Morgan Chase Address: 10300 Main Road, Mattituck Tax Map#: 1000-143-3-33.2 Requested Action: This proposal is to subdivide a 112,647 sq.ft.parcel into two Lots where Lot 1 equals 52,209.54 sq.ft. in the B Zoning District and Lot 2 equals 60,529.61 sq.ft. in the R-40 Zoning District locate on the south side of NYS Route 25,approximately 133 feet east of Marlene Lane, known as 10300 Main Road, in Mattituck,SCIM#1000-143-03-33.2d The purpose of the proposed subdivision is to split off the north parcel indicated as lot 1 for the construction of a 4,200 sq. ft.bank with two drive-through bays on a previously developed 112,647 sq. ft. (2.59 acre) parcel. Site plan review is required for the Bank use. SEQRA Classification: ( )Type I ( )Type II (X) Unlisted Contact Person: Kristy Winser, Sr. Planner (631) 765-1938 Enclosures: • Environmental Assessment Form (EAF sent only to above agencies indicated by an **) • Application Forms • Site Plan & Preliminary Plat plans • Site Plan(s) (site plans sent only to above agencies indicated by an *) 2 WORK SESSION AGENDA SOUTHOLD TOWN PLANNING BOARD Monday, July 27, 2009 4:00 p.m. Applications: Site Plans Project name: Seven Eleven SCTM# 1000-142-1-27 Location: n/e corner of Factory Avenue & NYS Route 25, Mattituck Description: This site plan is to convert an existing 1,950 sq. ft. gas station/convenience store to a single retail use (convenience store) with an addition of 685 sq. ft., for a total building area of 2,635 sq. ft. on a 24,829 sq. ft. parcel in the Business Zone. Status: New Site Plan Action: Review comments with the Planning Board. Attachments: Staff Report, LWRP Report and Letter to Applicant, dated 7/22/09 Project name: Joint Indust Bd. Santorini SCTM# 1000-83-2-17.3 Location: 3800 Duck Pond Road, Cutcho ue Description: This site plan is for the proposed construction of an 18,000 sq. ft. meeting/conference facility and interior alterations of an existing motel, restaurant, pool and pool house on a conforming 12.3 acre site partially located in the Resort Residential and Agricultural Conservation Zoning Districts. _ Status: I Site Plan Review Action: Review comments with the—Plannina Board. Attachments: I LWRP hand out), Staff Report Project name: Chase Bank -Mattituck SCTM#: 11000-143,3-33.2 Location: 10300 NYS Route 25, 133' +/- east of Marlene Lane & NYS Route 25, Mattituck Description: This site plan is for the new construction of.a 4,200 sq.ft. bank with two drive-through bays on a previously developed 112;647 sq. ft. (2.59 acre) arcel in both the B, General Business_, and R-40, Residential Zones. Status: New Site Plan Action: I Review submission from a licant. Attachments: Staff Report & Letter from Applicant 7c' J R S ARC H I T E C T, P. C. g 181 East Jericho Turnpike,Mineola,New York 11501 Tel: 516-294-1666 Fax:516-294-1669 To : Planning Board OfficeDate: 7/20/2009 Pro- ject No: 07200 - - 54375 State Route 25 Re : JP Morgan Chase Southold, NY 11971 Mattituck, NY New Branch Building Attn : Ms. Kristy Winser 10300 Main Road, Tel : 631-765-1800 Mattituck, NY Copies No Date Description 6 DU-1 site Drive-Up Queuing Drawing 1 cuts on site lighting 6 JR 1 07/15/09 iSite Photometric Drawing Sending You : �•: Attached Under separate cover the following items: Via: UPS �•� Prints/Sepias �� Applications Shop Drawings U Specifications Diskettes Change Order Copy of Letter These are transmitted as checked below For Approval L No Exceptions Taken-..«..+.•+"wr 1) For Review&Comment For Your Use ,., - .�,�,,:Exceptions Noted Qom As Requested . R �orre �eluwed-Fcrclions C) For Bids Due U la As Requested By `• — :� I i 1 Remarks: ...Y istnbdtion Written by: Kenneth R.Garvin,AIA Initials: krg Signed by oa_, 1 ._J DESCRIPTION I N V U E®energy The classic lines and sophisticated construction of the Vision Site luminairevxs-150-mp-mt-sl-150w-pulse start .333 makes it an ideal complement to site design.The combination of smooth contours and sharp rear reveals allow the fixture to change character from different viewing angles while providing excellent low-glare photometrics. Chase U.L.listed and CSA certified for wet locations. SPECIFICATION FEATURES A...Housing C...Door F...Arm One-piece,die-cast aluminum One-piece aluminum die-cast door One-piece extruded rectangular 5" housing maintains a nominal frame.Door frame opens via arm.Internal bolt guides allow 0.125"wall thickness.Integral release of one flush mount toolless easy positioning of fixture during reveal channels along top surface latch.Tempered 1/8"thick clear installation to pole or wall surface. of housing promote heat extraction glass lens seals to door with e I I I,litl and prolonged electrical weather-tight continuous gasket. G...Structural Mount component life.Solid cast wall Optical chamber is sealed against Die-cast aluminum cleat factory separates optical chamber from entry of dirt and moisture by a mounted to luminaire and finished electrical area. continuous door mounted gasket in luminaire color.Stainless steel which firmly compresses against structural rod measures 1/2'in B...Electrical Tray optical enclosure wells. diameter and is provided in Ballast and related electrical luminaire finish color or optional componentry are mounted to a D...Lens natural finish.Product works in reinforced one piece galvanized Impact resistant 1/B"thick conjunction with accessory VXS 5" VXS steel tray with integral handle.For tempered clear flat glass. arms.INVUE poles provided VISION SITE ease of maintenance,tray hinges pre-drilled for suspension mount E...Optical Systems open via toolless release of one option.See INVUE pole brochure spring loaded latch.Electrical quick Choice of five(51 efficiency for a complete selection of SMALL disconnects allow tray to be segmented optical systems matching poles. completely removed from housing constructed of premium 95% 42 775W providing ample hand and tool reflective anodized aluminum H...Finish room for attachment of fixture sheet.Optical segments are rigidly Housing and arm finished in a 5 Pulse Start Metal Halide mounted inside a thick gauge stage premium TGIC polyester Metal Halide during servicing installation,and a safer P Y servicing environment.Optional aluminum housing for superior powder coat paint,2.5 mil nominal High Pressure Sodium tray mounted fuse connections protection.All segment faces are thickness for superior protection clean of rivet heads,tabs,or other Compact Fluorescent offer a distinct and easy to against fade and wear.Standard maintain alternative to common means of attachment which may colors include black,bronze,grey, cause streaking in the light white,dark platinum,andgraphite ARCHITECTURAL inline fuse connections. P. AREdiUMINAIRE distribution.All reflector modules metallic.RAL and custom color - - feature toolless removal,quick matches available.Consult your disconnect wiring plugs,and are INVUE Lightiri systems toolless field rotatable in 90 degree Representative for more _ - increments.HID lamp sources in information. small housing(VXS)optics feature medium-base lampholders. DIMENSIONS 6. 115 h I // -1. 1 - COMPLIANT FCO 131/2'1343 mml� 23'1584 01011 5'1127 01011 STRUCTURAL MOUNT Wattage Table VXS .............._._........_______'__._......_..........._- Pulse Start Metal Halide 70,100,150W r— Metal Halide 12 13/16' High Pressure Sodium 175W 70,100,150W 1325mmI Compact Fluorescent 42,57W 1�5W EPA: Single:1.27 Certifications Sir&Structural:1.28 IP66 Rated J.L.1598 Lered 3G Vibration Tested FCO X26-[703mmI SHIPPING DATA (aPProx.l CSALbl l,ad 25"CAment 1509001 tullCutarc Net Weight 0bs.1:35 Volume(cu.ft):3.00 COOPER Lighting Specifications and Dimensions subject to change without notice. AVU082QB www.mopedightingcom consult your reprermeme for additional options and finish... OW23/20099:32:W AM VXS VISION SITE SMALL ORDERING INFORMATION Sample Number.VXS-175-MHWTaS-M.MCPS-L VXS 150 MP 120 3S AP PRCPS F MA1071-XX r'=S_1_:Ion Family ' Lift,Type Optical System Structural Option ' " Accessories Site Small Mp-Pulse Stan Metal 2S:Type 11 POIalEemt MA10]1-XX:5"Amor for Square Few Halide ;S:Type Ill PROPS'Strut Rod and Cleves Set forta MA1m4-XX:S"Am fa Rou d Pde Lamp Wattage MHz Metal Halide 4S:Type IV Square Poles(Paented to matchMA1413XX:Dien Mcod for Sguoe Put EEC Hi High Pressure Sodiumfixture,does not include arm) MAlwe-%X!Direst Mourn M Round Poo 55:Type V pRCSS:Stainless Steel Shut Rod and ' 70iCF•Compact FluorescenN SOL:Forward Throw w/ Clovis Set for Square Pales a MAlon-%%=Wall&aaetwm 5"Am:o 1g0:100W Spill Light Eliminator (Clevispainted to match fixture, 10114,12oo-XX=Dimnwaa Mount Xihe 150'15DW voltages, does net include arm) MA11el-XX=8i151earm Tents Mapbr for 23R" 175-175W 120.120V Color" PRCPR'Strut Rod and Clovis Set farta O.D.Tenon EEa s 208°208V eK`Black Round Poles(Painted 0 matchMA1102-XM 22@81 oDagwarlon Manor M2 fixture,does not include arm) 1752175W 240'240V Ap-GreyPRCSR:Stainless Steel Strut Rod and a MAI foa-XX:3@120 Degree Lion adapter for2 ir8'O.D.form HES 2]]'2TrV e.2=Bronze Cleves Set for Round Poles MA1fe4X%:4@90 Day.Tenon adepts,fat ]0:]0W 3q7:34N WH:White (Cleves'painted to match fixture, 3r9-OD.T. f00000W so,400V DP°Dark Platinum does not include arm) MAl1oil 2@90 Degree Tem-Adapter lag 150:15oW DT=DWI-Tap vared 277Ve GM:Graphite Metallic Wall Me,m "'"OU Tents Co.—.e4e'•---^' MT:MultiTopwiretl 2JJN WRCp°Strut Rod and Cleves Set(Cambodia MAnoe-XX:3@90 Degree To.Manor b 2 p t0 match fixture,does not include 42-42W TT`Triple-Tap wired 347rVto arm) MAI 1e]-XX:2@120 Degas,Tenon Map.,tat 57'57"\Nr UNV:120.27T/Universal WRCS:Stainless Steel Stmt Rod and is TO'0 D.Tonin Noted Arm not Included.Sao acanorisElleNOnic Ballast Clevis Set(Clever painted to MAI result,Single-son Term adopter to 3 112' match fixture,does not include O.D.Tom- 2 All HID Iempaere medium-boas, a.) MA1fosXX:2@1W Damon Twwn Meow fora 3 MH produN eveelable for non-U.S.marluts only. to'O.O.Terve 4 Avelini in Type 3S,48,and Is distributions only. Option" MA1110.XX:3@14 Degeeee Twon adapts M1a3 5 Nominal M.0 lamp length W 57W CFL not to awd]'. a CF bottom ea 120 through 2]]V.SpeatywiMUNVvolagedevignation PV.1tDg FUSE(12Q,DJnl34JVI Specify Mg1111-%%:4@93 Dogaeiemn adapter M1a3 Voltage trz-o.D.Tenor ] I'makw Hum ovaelsNe in non US voltages and Sala far hrtemebanal mnkete.Conmltlanory FP MAI I12-XX=2@93 Degree Tom MapMap.,for a For availability and oremng information. Double Fuse(208,240 a480V)Specity Voltagelc'D.D.Team 5 Duabmp'1.120011V wired 2]]V. Mpt t t}XX:3.90 G:Quartz Restnke'• @ Degas,Tents adepts,For I Muhl-rep is 120/[Oa240O]]V wind D]V. t2'O D.T.- 10 Triple tap is 120.41 wired 347V. EM:Quartz ReSttlke w/Time Delay(Aso Is MAI 114XE:2@ 12o Degree Tarm MepW Ina p Custom and FAL color income,available upon agunt Consult your INVUE Lighang*Meme Slakes at Cold Stan) to'OD.T. Representative for further information. EM/SC=Quartz Emergency Separate to 12 Add as awns M the order shown. Circuit 13 Compstible with 8'MA1071 arm only. 4 CFAiM`Emergency Battery Backup'] 14 Compensate-In 6'MAI m4 arm only. III Eaton Type Pholoconvol(Specify 15 Well mount mother options do nm ind uds arm assembly(Sao Moscow),COmpadble with Voltage) S•MAI 071 arm only. 1e. Waft orders not vailable with SL alone. HS°House Side Shield- 17 CF lamps only.9mery backup provides BO minutes of supplemental light minimum operating III POlycarloonate Vandal Shield temperature of 32-F(PCI.42W maximum. L:Lamp Included 1s, House edo aMeld not avoidable on IS and SL apron. 1g Orderspestar.repleu M with color aufld. p For use in clown lighting applftio ns only. DRILLING PATTERNS VXS VXS Structural Mount (TYPE"E") (TYPE"F") 213/16" 5/16"(Bmml old.hole 1]2orml3/n"I20mm7 did.hole 2 W4 omml 72E"123.m1 3]/F" 199mm1 1280mml 12)3/8"110mml3/4"120mm1 ilia.holes ilia.holes 3]/B-199mm1 3' (JJmml 12)3R"ItOmml die.holes MOUNTING VARIATIONS Wall Mount Mm Mount Single Arm Mount 2 @ Iso- Arm Mount 2 @ 90° Arm Mount 3 @ 120' Arm Mount 3 @ 901 Arm Mount 4®90° EPA EFA EPA EAA EAA EPA VXS 1]] VXS 2.54 VX5254 VX536 VX53S VXS 413 IIII — IIII — IIII — IIII / \ IIII COOPER Lighting Specifications and Dimensions subject to change without notice. AVU092439 www.c.p,cmghhng.com Inoue•Customer First Center•1121 Highway 74 South•PeacMres City,GA 341269•TEL]10,486.{8W•FAX]]0.486A801 03/23/2009 932:50 AM } _ J INV E FA a s 1 ER tic: 'rg LO i w �� 1 ,y Y: A�' J ?�Y��.�? *tt',x �� Y Emerging trends in light control and environmental preservation require innovative design solutions. VISION Site responds. OPTICAL SYSTEMS - F.ii CLaof, Fedx�nance Horzon[a: -a!rp Pos on Rj'v,ona, ri,Y 0'.1. i r,. FULL CUTOFF PERFORMANCE As the Nations respected authority on lighting standards and design recommendations, the IESNA,Illuminating Engineering 90° Society of North America defines four unique luminaire cutoff classifications to quantify the amount of light a fixture directs upward toward the sky. COMPLIANT — O° Full ame ALLOWABLE CANDELA ®90° ®BD° .................................................................................... Full Cutoff 0 1 W Cutoff 16% 10% FULL CUTOFF semi-cutoff 5% ]OW Nun-cutoff No LmA No Limit Full cutoff luminaires carry the endorsement of the International Dark Sky Association (IDA)for their usefulness in limiting the detrimental Each of the available VISION Site optical systems meets the effects of sky glow,otherwise referred to as light pollution. strictest"Full Cutoff'classification requirements,ensuring that zero measurable light is directed upward from the When faced with local or state adopted lighting ordinances,full cutoff luminaire. luminaires offer direct compliance in most all circumstances. VISION SITE _. VISION SITE ARCHITECTURAL AREA LUMINAIRE - SIte�Parkir�g - Roadway - Path o:Egres> Itw"�.... .., a r ,. SOPHISTICATED FORM Sleek in appearance yet bold in form,the VISION Site luminaire is designed to serve the evolving shape of architecture.VISION Site is offered in two(2) housing sizes to insure proper scale in application. EXCEPTIONAL CONSTRUCTION Designed to withstand the rigors of a harsh outdoor environment,the VISION Site luminaire features thick wall die-cast construction and specification level sealing characteristics. MODERN PERFORMANCE Environmental and legislative challenges continue to propagate as the public awareness of light in the environment expands.VISION SITE responds to these evolving design trends by offering targeted solutions for full cutoff compliance,spill light control,and path of egress illumination, while merging the latest in high efficiency lamp technologies. HORIZONTAL LAMP POSITION A horizontal lamp orientation allows for a broad selection of luminaire distribution shapes.Optical systems are available in Type II, III, IV,SL Forward Throw, and Square Type V distributions. 2S 3S 4S SL 5S J �r ROTATIONAL FLEXIBILITY Optical assemblies can be rotated in 90` increments without the use of tools,allowing for manipulation of distribution orientation independent of fixture orientation. VISION SITE INVUE segmented optical systems establish themselves as an industry benchmark for excellence in performance. Our commitment to optical research and precision build quality result in unequaled levels of performance and repeatability. , OPTICAL EXCELLENCE - Flawless Facets - Rqd Corst,u6oil - Lamp Options - Fremi�.lm iMareriak III a a� 4 m f 5 y l s*af E FLAWLESS FACETS Reflector facets are flat and unobstructed,allowing for a perfect reflection of the lamp's aretube.All segment faces are clean of rivet heads,tabs,or other means of attachment which may cause streaking in the light distribution. RIGID CONSTRUCTION A rigid box enclosure shields optical facets on all sides from performance degrading damage. Each facet bank is secured to both top and bottom of the enclosure for repeatable facet orientation relative to light center. VISION SITE i • LAMP OPTIONS VISION SITE optical systems are offered with a variety of high efficiency lamp sources. fp METAL HALIDE/ HIGH PRESSURE SODIUM COMPACT FLUORESCENT PULSE START METAL HALIDE High efficacy(lumens per watt),long life. Energy conscious,good color rendition, Excellent color rendition up to 92 CRI, excellent lumen maintenance. high efficacy(lumen per watt). AVAILABLE LAMP OPTIONS PER HOUSING SIZE ............................... .............. M................... ' Metal Halide ]0 100,175W 175,250.400W Pulse Start Metal Halide 250,320.350,400W Nigh Pressure Sodium 70.100,15OW 150,250.40OW ELECTRODELESS FLUORESCENT Compact Fluorescmd 42,57W (2)57121 MW 100,000 hour life,zero maintenance,good Electoodeless Fluorescent 85W color rendition. PREMIUM MATERIALS vision Site Premium 95%Reflective Surface Competitors Standard 86%Reflective suffaee A commitment to using premium 950/c reflective aluminum sheet for 100% 100% all reflective faces allows for efficiency gains of up to 10%. 99 9 sssn eswo PREMIUM MATERIAL STANDARD MATERIAL Premium material reflects a higher intensity Standard material reflects a lower intensity of light in a more controllable fashion. of light. r VISION SITE " - z� n 1:v J 1CV+a M Al .� -- _ r . ti elf rr � yy s r T y r i - _ } c y � E t ' 0 0 The solution for spill light concerns and perimeter lighting applications is the SLE—Spill Light Eliminator optic. SLE REFLECTOR-ILLUMINANCE PLOT SPILL LIGHT CONTROL „ - Spill Light Eliminator ISLE] TYPICAL FORWARD THROW OPTIC-ILLUMINANCE PLOT y {dy s x' SPILL LIGHT ELIMINATOR (SLE): Allowing less than 2%of the total lamp output to fall behind the pole with no sacrifice in forward reaching performance the SLE is the benchmark for effective spill control.Used along site perimeters and property lines, the SLE keeps the light inside and the darkness out. VISION SITE EGRESS + APPLICATIONS - Egress Emergency Lighting - Site Lighting Applications - Mounting Configurations EGRESS EMERGENCY LIGHTING VISION offers two(2) unique solutions VISION offers three(3)additional egress to provide uninterrupted illumination to options which provide immediate light the Path of Egress under emergency ,,' r; output upon power system reactivation. conditions. .'k. 42/57/114/140 CF • 42CF/EM " Fluorescent lamp sources combined Internal battery pack supplies 60%of Jlilid, with electronic ballasts achieve full the lamp's initial rated lumens for a brightness within seconds of period of ninety minutes in the event of reactivation. power failure. Battery supplies power to one 42W compact fluorescent lamp. Q[Quartz Restrike] Features LED status indicator light and Auxiliary quartz socket mounted to battery test switch for system checks. optical assembly.Quartz lamp energizes { ,.. upon power reactivation and EM/SC [Emergency I Separate Circuit] ,„ extinguishes once HID lamp re-ignites. Auxiliary quartz socket mounted to y'r " optical assembly.Socket is wired to EM [Quartz Restrike with Time Delay] separate relay controlled emergency ..e }r Auxiliary quartz socket mounted to power source. optical assembly.Quartz lamp energizes upon cold start and power • reactivation,extinguishing once HID lamp has achieved partial brightness. A� g i SITE LIGHTING APPLICATIONS Each site presents unique challenges of shape,design criteria, and environmental concerns.Whether designing for Illuminance, r Luminance or Small Target Visibility(STV),the available selection of distribution shapes,lamp options,and housing sizes provide a myriad of tools to custom tailor your lighting solution. MOUNTING CONFIGURATIONS Vision Site is available in seven (7)unique luminaire mounting configurations(flat lens E.P.A's shown). Wall Mount Arm Mount Single Nm Mount 2 0 1 W° Arm Mount 2 0 9W Ann Mount 3 0 120° Arm Mount 3 0 9W Arm Mount 4 C 90" EFA EFA E.PA E.PA E.PA E.PA VXS 1.27 VXM 1.6 VXS 254 VXM 3.2 VXS 2.54 VXM 3.2 VXS 3.6 VXM 4.5 Vx5 3.6 VXM 4.5 VXS 4.'.3 vxM 555 IIII IIII IIII IIII VISION SITE ,..... .. .,. 6 0 FORM + PERFORMANCE b v tea. x i 1 n s VISION BOLLARD VISION WALL VISION FLOOD The Vision Series'consistency in architectural form and performance allows its use on site lighting projects to provide a coordinated look that enhances the architectural setting. w 4 SUSPENSION FORM ICON'S suspension form integrates stainless steel structural rods between die-cast mounting cleats generate a form ideally suited to more dynamic architectural environments. s n VISION SITE INSTALLATION + MAINTENANCE ixture Door - Ballast Tray FIXTURE Fixture attaches through two(2)support bolts(5116"VXS and 112"on VXM) anchored pole-side to a threaded steel reinforcement plate,then guided through ` integral positioning channels in the extruded arm to the back of the housing. Two(2) lock nuts secure fixture head firmly to arm and pole.Doorframe and ballast tray feature toolless hinging and removal,allowing ample room for tool access during installation. DOOR Door frame assembly features toolless release and removal.Raised door retainer on hinge bracket prevents accidental release while hinged down for maintenance. BALLAST TRAY _ One-piece unitized ballast tray can be accessed and removed without the use of tools. Integral handle ensures safe removal when disengaging and �� transporting tray. VISION SITE : . N y : �y . ��IIilillilljlll� . � � « ��« .. ... ^ yv ? .� • • HOUSING One-piece,die-cast aluminum housing maintains a nominal 0.125"wall thickness. Integral reveal channels along top surface of housing promote heat extraction and prolonged electrical component life.Solid cast wall separates optical chamber from electrical area. DOOR One-piece die-cast door frame.Door frame opens in a toolless fashion via release of one(AS)or two WM)flush mounted toolless latches.Tempered 118"thick clear glass lens seals to door with a weather-tight continuous gasket.Optical chamber is sealed against entry of dirt and moisture by a continuous door mounted gasket which firmly compresses against optical enclosure walls. LENS Impact resistant 1/8"thick tempered clear flat glass. PRODUCT SPECIFICATIONS - Features + Benefits -t OPTICAL SYSTEMS Choice of five(5)efficiency segmented optical systems constructed of premium 9506 reflective anodized aluminum sheet.Optical segments are rigidly mounted inside a thick gauge aluminum housing for superior protection.All segment faces are clean of rivet heads,tabs,or other means of attachment which may cause streaking in the light distribution.Optional high efficiency hydroformed reflectors available in VXM housing only in four(4)distributions patterns.All reflector modules feature toolless removal,quick disconnect wiring plugs,and are field rotatable in 90' increments. HID lamp sources in medium housing(VXM) optics feature mogul-base lampholders while the small housing(VXS)optics feature medium-base lampholders. ARM One-piece extruded rectangular arm available in standard S"(VXS),or 6",and 10"lengths(VXM).Internal bolt guides allow easy positioning of fixture during installation to pole or wall surface. SUSPENSION MOUNT [Not Shown] Die-cast cleat factory mounted to luminaire and finished in luminaire color.Stainless steel structural rod measures 1j2"in diameter and is provided in luminaire finish color or optional natural finish. Product works in conjunction with accessory VXS 5"arm and VXM 10"arm. INVUE poles provided pre-drilled for suspension mount option.See INVUE pole brochure for a complete selection of matching poles. DIMENSIONS vXs s'[1 s2 mml VXM [178 mml _vxs 13 112'[343 mm]J (_Vxs 23'[584 mm]J VXM 17-1432 mm] VXM 28'[726 mm] VXS 5'r2 mml VXM 6'or 10'[1 S2 mm or 254 Mori 15 VISION SITE niomo-aeni 4N. Lm."�. , ELECTRICAL TRAY Ballast and related electrical componentry are mounted to a reinforced one piece galvanized steel tray with integral handle. For ease of maintenance,tray hinges open via toolless release of one spring loaded latch. Electrical quick disconnects allow tray to be completely removed from housing providing ample hand and tool room for _ attachment of fixture during installation, and a safer servicing environment. Optional tray mounted fuse connections offer a distinct and easy to maintain alternative to common inline fuse I � connections. p FINISH Housing and arm finished in a 5 stage premium TGIC polyester powder coat paint, 2.5 mil nominal thickness for superior protection against fade and wear.Standard colors include black,bronze,grey,white,dark platinum,and graphite metallic. RAL and custom color matches available.Consult your INVUE Lighting Systems Representative for more information. Ceaineatians IP55 Bated[V%SI 25°C Ambient U,L 1598 Usted IP54 Rated NXM) 40°C Ambient 1509001 FC0 CSA Listed 3G Vibration Tested Euil mmR DRILLING PATTERNS VX5 (TYPE "E") VXM (TYPE "M') VXS Suspension Mount (TYPE "F") VXM Suspension Mount (TYPE "G") 3 11116' �/ls' 312'(8 mml .312'18 mml [69 mml [fig mml 2 l/4 dla.h 1 2 314 dia.hale 3/4'120 mml 3l4 [20 mm] [70 mml [70 mm] dia.hole 4:�:fl7 dia.hole 71e'Iv mml 2 7118'p z4 mml 1 r u U4' 3]/B' [260 mm] [336 mm) (99 mm] 4 718'(124 mml `3)4'120 mm) 314'[20 mm) (2)318'[10 mm] dia.holes d,..Notes dia.We, (2)5/8'[I6 mm] 3)18'199 mm) 4 718'[124 mm] dia.M1oles 3' 2 7116- [77 mmI 162 mm] (2)3/8'(10 mml 1219116'(15 mm] holes dia.hales VISION SITE . - MOUNTING OPTIONS + ACCESSORIES Button-style Photocantrol or Photocontral Receptacle J EXTRUDED ARM MAST ARM ADAPTER DIRECT MOUNT Standard extruded arm features internal bolt Cast aluminum mast arm adapter secures fixture Fixture head mounts directly to pole with no guides.Twin support bolts(5116"on VXS and head to nominal 2"pipe size(2 318"OD.) accessory arm required.Cast adapter piece corrects 112'on VXM)secure fixture to pole.Standard horizontal steel tenon arm.Available on VXM housing tilt angle to insure horizontal glass VXM 10"arm should be utilized when applying fixture only.Adapter casting slip fits over tenon orientation. luminaires at 90'.Use standard VXS 5"arm arm and is secured via two(2)stainless steel set regardless of luminaire orientation on pale. screws.Finished to match fixture. PH OTOCONTROL Medium VXM fixture available with a gasketed photocontrol receptacle for mounting of a standard NEMA base photocell(ordered separately).Small VXS available with an internal button-style photocell with sensor located on housing top panel. WALL MOUNT ADAPTER POLE MOUNT SUSPENSION WALL MOUNT SUSPENSION Two-piece cast aluminum wall mount adapter kit. Die-cast aluminum clevis assemblies attach at top Die-cast clevis and extruded arm attached to Back panel secures to wall via four(4)halts of fixture and pole with stainless steel hardware. finished wall mount plate.Clevis and plate (supplied by others).Internal prop rod assembly Clevis assemblies are painted to match fixture. assemblies are finished to match luni supports fixture weight during installation, Stainless steel 112"diameter structural rod can be Stainless steel 112"diameter rod can be finished providing easy access to internal wiring finished to match,or left in natural finish.Use kit to match,or left in a natural finish.Use kit in compartment.Available as a direct mount kit or in conjunction with standard VXS 5'or VXM 10" conjunction with VXS S"or VXM 10"extruded arm with a 5"(VXS),or 6"(VXM)extruded arm to offset extruded arm accessories. accessories.Four(4)lag bolts necessary to secure fixture from wall. bracket to wall(provided by others). oP Cap []f15 mm) O VXMI•IY�•.... VX I OO vxs only sec L OScrews - --- - - — VANDAL SHIELD TENON ADAPTER HOUSE S1DE SHIELD Surface mounted 3116"thick molded polycarbonate Tenon adapters available to slip fit over poles Internal house side shield is specially designed to lens.Treated with UV inhibitor to discourage the equipped with nominal 2"pipe size steel tenons reduce light concentration behind the pole while gradual discoloration that results from exposure (2 318"O.D.,4"length)or nominal 3"pipe size steel maintaining street side efficiency.Available in to sunlight and metal halide lamps. tenons(3 112"0.0.,5"length).Adapter secures to Type II,III,and IV distributions only. tenon via two(2)stainless steel set screws. Painted to match fixture. r. VISION SITE ORDERING INFORMATION Sample No VXM-400-MH-MT-3S-8K-PRCPS-L Pled.-Family' Lamp Type Distrihution Structural Options Options(add az zuffx) Aee<isoriev(.,iter separa[elylreplace XX with calor auffvl V1tS-Union"I MH-Metal 2F-D ign 20 Formed' (add as zuThx) F=Single Food MA10]t-X%-Vl T'Arm For Square Pole Small Halide 25-Type II Nit Mount (120,277,m 34NI MA1074-XX-VXS 5'Arm Fm Round Pole V%M=Nsion Ste MP=Pulse Stan 3F=Type IV 30 Formed'° PRCPS-Parted Strut Rod and Specify Voltage MA1o50-)CX-VXM 6'Arm For Square Pole Medium Metal Halide 3S-Type 111 Clevis Set for Square FF-Ooubl<Futs MA1051-U—i IO'Arm For Square Pole" Frei 4F-Type V 40 Farmed" Pole'' (208,240 or 48O) MA1052-XX-VXM 6'Arm For Round Pole tamp Press.to 4S-Tye IV PRIM-Stainless Steel Finished Seems,Voltage MA1053-KX=VXM lo-Arm For Round Pole" Weadomi Sodium 5F-Type V 50 Formed" Stmt Rod and Clevis Set Q=Quartz Faster it, MA1073-XX=VXS Direct Mount for Square Pole LID CF=Compact 5S-TiV for Square Poles^ EM=Quartz Restrike with Delay MA1076-JIX=VXS Direct Mount For Round Pole 70-70W FluorescentSL-Forward Throw Spill PRCPfl=Painted Strut Rad and (Also Strikes at Cold Stood" MA1056-)O-VXM Direct Mount for Square Pole 100-100W OL-Electmdelers Light Eliminator Clevis Set for Round EM/SC-Quartz Emergency MA1057-XX-VXM Direct Mount for Round Pole IIII paw Fluorescent Poles" Separate Circuit" MAI200-XX=VXS Direct Wall Mount tat" 175-175W Calors PRCSR-5ninless Steel Finished 42CF/EM-Emergenq Battery MA1077-XX-VXS Wall Mount Kit with 5"Arm" 250-250W Volbge'° (atltl as sufrialmurt specifyf" Strut Rod and Clmis Set Backup" MAI201-XX=DEM Direct Wall Mount Kit" 320-32OW' 120-12N BK=Black for Round Poles" R-NEMA Tal Phmummml MA1054-XX=VXM Wall Mount Kit with or Arm' 350-350W' 200-208V AP-tarry Wall Mount homemade(VXM Only) MA120]- 400-400W' 240-240V 02=Bronze p y1 %%=VXM Mase Arm Adapter WRCP-Painted Strut Rad and PC-Burton Photomnerol MALL-XX=0X5 Single Arm Tenon Adapter for 2/8' O.D.Tenon Contends 2]7-347V WH=White Clevis ss St (Dual FluoresceiryV Switching MA1102-XX 3 ge 180°Tenon Adapter for 2 3/0'0.0.Tenon 421 4200 347=AN DP=Dark Platinum WRCS-Stainless Steel Semi OS=Dual Florescent Swit<Mng MA110J-XX-VXS 3 0 120'Tenon daaphr for 2 310'00.Tenon 42=u2W' 480-480V GM-GmpMte Metallic Rod and Clevis Set" Control'• MA1104-XX-VX54090-Tenon Adapter far 2310'D.O.Tenon 114wi E'' OT=Dual-Tas,.,re 2777" HS-House Side Shield^ MA1106-XX-Vii Al 90-Tenon Adapter for 23/8'DO.Tenon 1,101170W' MT=Multid6pood34771 K=Polycarbonate VandalShieldMA1106-XX-Vi 120-Tenon Tenoyapterfor233/8' eno 140-@I 20W' TT=triple-tap wired 3477" I-Aarry,in Black(V%M Only] MA1107-XX-VXS 2®120'Tenon yapper for m 2 318'O.D.O .Tenon Fluorescele•= L=Lamp Included MALCH-XX=VXS Single Arm Tenon Adapt¢,for]/2' DO.Tenon 85-85W' MA1109-XX-V 20180'Tenon Adapter far]112'O.D.Tenon 05=BSW' MA1110-XX-Vu5]0 To- Tenon Adapter for 3 2'O.D. Tenon MAI lit-XX=VXS 2 0 90'Tenon Adapter for 3 1/2'O.D.Tenon NOR: IArm nal.add,Eshe ord5ComfAll HID lamps are m.—Unlssn VKS and ypeiISISarin SwerPukenun M e e Halide only 1310add 3WW1.4W]W MH rtquircz MA1112-XX-VXS2®so-Tenn Adapter far 31/2'GD.Tenon rttlu<eE envelope E@e Ump.SCompact Fluorometr only.mpoptio In V%nword Typehianand 55pi asdiiona.n1µ.6Nominalt DAL lamp healthof5]W Cal far to MA111 J-XX=V%S3®90'Tenon Adapterfar 3IIY Q0.Tenon sedr•.I Well oand warnew3 Campaat Fluoreoody lame,rationnly9coin V%M,ousingin Lyraea5dizm"inte0n1µ6E,Nohelessmhod p,Ol lamp only. Anilablemvxm Housing in type os and ssaismbmions only r2W onp.l compo.Fluo,esam bolas.mora,internal m:in4 No wwlemennl msmg is naenay MA1114-XX-'IX52012o°Tenon Adapter for 3 1/2'DO.Tena 6'mllast are 120 thmi27N.io Theme also symooemnnn-US voltages and Ii frint....motor marke.Coyour options fir woodauh,and mommogmmrmatinn. MAT 01 T-XX-VXM Single Arm Tenon Adapter for 23/9'0.0.Ten It Dual o 1201nN wired 27N.MuniTapa 12012o012a01nN wired 2IN TripleTapballast Is 1201277134N med 34N.121E va ]E a6 of and 51 ow-available I, MAI 018-XX-VXM 2 0 180-Tenon Adapter for 2 3/B'0.0,Tenon VXM only a ML and mamm rola,formes available Cori your Wi ughang Systems Repreemarwe for more'mrminatiom 14 Square pale mount structural options MA10I9-XX-VXM 3 0 120°Tenon Adapter for 2 310'O.D.Tenon do not imude a,.asemmy,(See ACceamriell Compdme ,in s-MAlml aim had WS,o,10'oil in ler VXM any,1 s Round pole mount structural options do hot MA1045-XX=VXM 4 0 90'Tenon Adaptor for 2 318'O.D.Tenon idi arm asembry Ise,Aatermes Comraahmewins'MAT074orm ler WS,orto-MA1053 arm or WM only I a Wan mourn smctmal options ho trotmeude arm MAT040-XX-VXM 209o-Tenon Adapter for 23/8'O.D.Tenon sembly 15,0 aromaorioap Compatible with S MAIn11 arm for VIS,to 10'MA1051 arm ler Why only 17 Do—options not twolim,any SL.for In lottery whom MA1115-XX-V.lM 3 Q 9D'Tenon Ada per for 2 31R'O.D.Tenon "red's 90 minutes ahupplememad I'm at.m m111A rated lamp loped,Vats Type 35,4S 5S optics only Most speciry 42W Cmmpao Fluorescent lamp.19 Dual witching requires duo 52W or road only Compact Fluorescent lamps,and all....hoo switching control of<ach lamp totaled use of two 121 elation,barrel MAI II6-XX-VXM 2 0 120'Tenon Adapter for 2 318'O.D.Terms Allows awe power odu¢mn.20 House side shield not available on Ili SL optie.21 Use when mounting NOd firtum heads at 5a'increments.22 For use do dawn MAI010.XX-VXM Single Arm Tenn Adapter for 31/2'0.0.Ten ligming appliea d's aniµ MA1011-XX-VXM 2 0 100'Tenon Adapter for]112'0.0.Tenen MA1012-XX-VXM 3 0 120'Tenon Adapter for 3 112'O.D.Tenon DIMENSIONS MA1013-XX-VXM 4 0 90'Tenon Adapter for 3 112'O.D.Tenon MA1014-XX-VXM 2 0 90'Tenon Adapter for 3 112'0.0.Tenen µX5 MA1016-XX-VXM 3 0 90'Tenon Adapter for 3 1/2'O.D.Tenon 6'[152 mm] kills-XX-VXM 2 0 120'Tenon Adapter for 3 1/2'O.O.T<non VXM OARIA1016.1photocontrol-Multi-Tap T[1]8 mm] OA/RA1007-Photocontrol-400V OA/RA1201-Photocontrol-Multi-tap(347VI Lm 13 112"[343 mL�VXS 23"[ mm[] vxM n'[432 mm[l vxM zit'[7 p224 mm] VXS 5'[127 mm[ WM 6'or 10'1152 mm or 254 mm] DRILLING PATTERNS VXS (TYPE "E") VXM (TYPE "M"[ VXS Suspension Mount (TYPE "F") VXM Suspension Mount (TYPE "G") 2 11/16' — 116' .312'[8 mm) -312'[8 mm[ [69 mm[ 3/4'(20 mm) [69 mm] 2 3/4 ala ho lc 2 314' of..halt pia.hole 314•(20 mmlqw_ 170 mm] bo mm] ria.hide 7/e'(23 moll 2 7116'[124 moll n' 13 114' 3 7/13' [290 mm[ []36 mm] [99 mm] 4 7/8'[124 mm[ 3/4'[20 mm] 314'[20 mm[ (2)3/e'[10 mm] eta.holes eta.hoes ria.holes (2)5/8'(16 mm] ]]18'[99 mm[ [f418'[124 mm[ pia.holes2 7116' [77 mm[ [62 mm) z)3/8'(10 mm] 116'[l5 mm( dice.holes a.holes WATTAGE TABLE SHIPPING DATA POLES Vi VXAd .......................... VIM INVUE Lighting Systems ................. .......... ............................. offers a comprehensive Metal Halide 70,]D0,175W 175,250 40OW Net Weigh[(to,.) 35 51 package of steel, False Snart Metal Halide 250,3ZO.350,400W Violate(do.ft) 300 3.18 aluminum and decorative High Pressure Sodium ]0,100,150W 150,250,40OW EPA. 1.05 1.30 poles to wit any site lighting application. Compete Fluorescent 42,57W (2)57,(2)70W NOTE:The above are approximate weights and volumes. Consult the l NVUE Poles Merplredents Fluorescent 85W brochure for ordering Information and product STANDARD COLORS specifications. BK AP BZ WH DP GM Black Grey Bronze White Dark Platinum Graphite Metallic 10 VISION SITE i • i COOPER Lighting CUSTOMER FIRST CENTER The Cooper Lighting Family 1121 HIGHWAY 74 SOUTH Halo PEACHTREE CITY,GEORGIA 30269 Portfolio 770.486.4800 Metalux FAX:770.486.4801 Neo-Ray Corelite Lumark Domestic Facilities, USA INVITE Cranbury, New Jersey McGraw-Edison Elk Grove Village, Illinois Streetworks Irving,Texas Sure-Lites Ontario,California Fail-Safe Peachtree City,Georgia Shaper Iris International Sales, USA Lumiere Peachtree City,Georgia MWS CANADA Cooper Lighting 5925 McLaughlin Road Mississauga,Ontario LSR 1 B8 905.507.4000 Fax:905.586.7049 Domestic Facilities, Canada Calgary,Alberta Chomedey,Laval P.Q. Cooper Lighting All rights reserved Printed in USA VISION SITE ARCHITECTURAL AREA LUMINAIRE Wr- www.coo b ' peril g h tin 9.com AVU031492 Nelson, Pope & Voorhis, LLC Property: 08083 Project: VA02616 572 Welt Whitman Road Phone: 27-5665 Chase Bank Site PlanMattituck t-� , Melville NY 11747 Fax: 631-427-5620 �,y Manager: Eiseman, Kathryn Invoice To: Town of Southold Plannine Board Invoice#: 5866 Town Hall, 53095 State Rte 25 Invoice Date: June 11,2008 PO Box 1179 Southold NY 11971-0959 Attention:Geralyn Woodhouse MAKE CHECKS PAYABLE TO NELSON POPE& VOORHIS Invoice Amount $850.00 Attend project meetings,perform completeness review and prepare letter to applicant. Initial site plan review and prepare figures. Work Performed thru 4/11/08 Specified Fee: $850.00 *** Total Project Invoice Amount $850.00 All invoices are due net 30 days. A late charge of 3%per n anth will be added to any unpaid balance after 30 days. Please make all checks payable to NELSON POPE&VOORMIS Please include invoice number on check NELSON POPE& VOORHIS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS <'_ 08 VIS J R S A R C H IT E C T, P. C. 14L- 181 East Jericho Turnpike,Mineola, New York 11501 Tel:516-294-1666 Fax:516-294-1669 Date: 7/7/2009 Project No: 07200 To : Planning Board Office --- 54375 State Route 25 Re : JP Morgan Chase Southold, NY 11971 Mattituck, NY New Branch Building Attn : Ms. Kristy Winser 10300 Main Road, Tel : 631-765-1800 Mattituck, NY Copies No DLateDescription 9 07200 07/01/09 Issued for Site Plan Review 1 07200 07/01/09 Site Plan Review Documents Wa Sending You C•) Attached % Under separate cover the following items: Via: UPS Prints/Sepias 0 Applications Shop Drawings U Specifications �) Diskettes J Change Order Copy of Letter These are transmitted as checked below : �i For Approval No Exceptions Taken For Review&Comment For Your Use Exceptions Noted As Requested Returned For Corrections L% For Bids Due As Requested By Remarks: Distribution Written by: Brian W.Eichhorn Initials: bwe Signed by SAVIK(,MURRAY, LLP LETTER OF TRANSMITTAL 2150 Smithtown Avenue Date: July 2,2009 Job No. 207100 Ronkonkoma, New York 11779 Attention: Ms.Kristy Winser Phone(631)467-7775 Fax(631)467-7&40 Re:- - -- - - -- ----- -_{ www.savikandmurravcom engmeersasavikandmurray.com Chase-Mattituck,New York To: Southold Town Hall Annex 54375 State Route 25 Southold, NY 11971-0959 WE ARE SENDING YOU ✓Attached ❑Under separate cover via the following hems: ❑Shop drawings ❑Prints ✓Plans ❑Samples ❑Specifications ❑Copy of letter ❑Change Order ❑ COPIES DATE NO. DESCRIPTION _Revised plans THESE ARE TRANSMITTED as checked below: ❑For approval ❑Approved as submitted ❑Resubmitted copies for approval ✓For your use ❑Approved as noted ❑Submit copies for distribution ✓As requested ❑Returned for corrections ❑Return corrected prints ❑For review and comment ❑ ❑FOR BIDS DUE 20 ❑ REMARKS rr^'` COPYTO SIGNED Tom Murray • MAILING ADDRESS: PLANNING BOARD MEMBERS pF so P.O.Southold,,ox 1179 11971 MARTIN H.SIDOR �Q l� Chair T .IL OFFICE LOCATION: WILLIAM J.CREMERS y Town Hall Annex KENNETH L.EDWARDS ,� 54375 State Route 25 GEORGE D.SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND yCOUNN� Southold, NY Telephone: 631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE May 15,2009 TOWN OF SOUTHOLD Jennifer M.Porter, Esgd One Pennsylvania Plaza, 37s'Floor New York,NY 10119 Re: Standard Subdivision of J.P. Morgan Chase Bank SCTM# 1000-143-3-33.2 Dear Ms. Porter: I'm currently reviewing the site plan application for Chase Bank in connection with Preliminary Plat review for your subdivision application. As discussed, I would like to send referrals to involved/interested agencies as required by Town code simultaneously to be efficient but fust the Planning Board will need to formally accept your site plan application for review. As you are aware, the Planning Board has determined access and lot lines for each lot however, with regard to the site plan application, it appears that some site design elements need to be addressed. Specifically the location of the building and the parking area proposed in the front yard. Any comments provided below which go beyond the completeness of the application is provided for your information and consideration. Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. 1. It should be noted that parking is discouraged in the front of the building and this should be reconsidered. Also, include dimensions for parking stalls on site. 2. Thought should be given to reducing the front yard setback per the exceptions outlined in Article XXII of the Town Code which may allow the building to be moved closer to the road. 3. The required 25' wide landscape buffer in the front yard should be taken from the property line, not the existing curb line. 4. Show the location of all buildings with in 200 feet of the property. 5. As per section 208-79, an off-street loading area is required on site. 6. Show interior landscaping within the paved portion of the parking area as per section 280-95A. 7. Also, a bond estimate will need to be prepared and submitted for review for the work proposed for access to each lot. 8. All Plans submitted for review should reflect any changes you make to the overall site plan and design. Site Plan Application for Chase Bank p.2 If you should have any questions or require additional information, please do not hesitate to contact me. Sincerely, v v � Kristy Wi r Senior Planner cc: Planning Board Heather Lanza Page 1 of 1 inser, Kristy From: Kenneth R. Garvin [krg@JRSArchitect.comj Sent: Wednesday, August 06, 2008 11:06 AM To: Lanza, Heather Cc: Winser, Kristy Subject: Chase Southold and Mattituck DOT Approvals Heather and Kristy, Good to see you both last Monday. We are revising the Mattituck site as per your comments. I will send to you once drawn up. We are looking forward to receive your comments for the Southold site. As you know, I look forward to be in front of the ARC again to discuss the latest exterior design. I hope that I can meet with them this month. For your information attached are the DOT approvals for both sites. We will need to re-submit Mattituck to them for a new review once the layout is finalized. Let me know if you have any questions or comments. Thanks Ken Kenneth R. Garvin, AIA Architect / Associate 181 East Jericho Turnpike, Mineola, NY 11501 Tel:516-294-1666 -Fax:516-294-1669 JRS Architect, P.C. www.irsarchitect.com — architecture interior design management CONFIDENTIALITY NOTE: The information contained in this email is intended only for the use of the individual or entity named above and may contain information that is privileged, confidential and exempt from disclosure under applicable law. If the reader of this message is not the intended recipient, you are hereby notified that any dissemination, distribution or copying of this communication is strictly prohibited. If you have received this message in error, please immediately notify the sender and delete the mail. Thank you. 8/7/2008 44L _asaa STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 1 1788 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. ASTRID C. GLYNN REGIONAL DIRECTOR COMMISSIONER August 4, 2008 Mr. Jeffrey J. Patanjo Project Engineer — Savik &Murray LLP 2150 Smithtown Ave Ronkonkoma, NY 11779 Your June 11, 2008 Submission Chase Bank Route 25, Mattituck SCTM 1000-14300-0300-033002 Our Case No. 08-144P Dear Mr. Patanjo: This is in regard to the site plans for the referenced project which were submitted to us for review. Upon review of the proposed work, we find that the plans are acceptable as submitted. This site plan approval for highway work permit issuance is contingent upon our receipt of all of the following items within six (6) months of the date of this letter and no further revisions are made to the plans. If the Highway Work Permit will be secured by anyone other than the property owner, i.e. contractor, the applicant must provide a signed letter from the property owner stating the applicant is authorized to act on behalf of the property owner in this matter. The letter must also include the property owner's mailing address and telephone number. Prior to issuing a Highway Work Permit, you must submit the required permit fee and Surety Bond (sample enclosed). It is also mandatory that protective liability insurance be provided by the permittee. This must be accomplished by either submitting a completed Perm 17, Certificate of Insurance, in accordance with Option A (form enclosed), or by submitting the fee specified below to be covered under the NYSDOT Blanket Policy. Also, enclosed is a Highway Work Permit Application to be completed and returned to us. The application, completed Perm 17 and the Surety Bond must be secured by the same party. ., Mr. Jeffrey J.Patanjo • • August 4, 2008 Page 2 of 2 Two (2) additional copies of the approved plans shall be provided to us. All checks issued to the State of New York must show a Federal Identification Number. Permit Fee(Payable to "State of New York"): $550.00 Bond Amount: $10,000.00 Insurance Fee: $175.00 or Perm 17 Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: r. Peter Harris, Superintendent of Highways, Town of Southold Vt. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold SAS:MDW:ajf Nelson, Pope & Voorhis, LLC July 02, 2008 (JL a, 572 Walt Whitman Road Melville,NY 11747 Phone: 631-427-5665 Fax: 631427-5620 Statement ofAccount For: Town of Southold Planning Board Town Hall, 53095 State Rte 25 PO Box 1179 Southold,NY 11971-0959 Attention: Geralyn Woodhouse VA02615 Chase Bank Site Plan,Southold Invoice Due Current Payments/ Amount Invoice Type Reference Date Date Credus/Discounts Due 5863 Invoice 6/11/2008 7/11/2008 0.00 1,900.00 Project Tocols: 0.00 1,900.00 VA02616 Chase Bank Site Plan,Mattituck Invoice Due Current Payments/ Amount Invoice Type Reference Date Date Credits/Discounts Due 5866 Invoice 6/11/2008 7/11/2008 0.00 850.00 Project I otals: 0.00 850.00 Report Totals: 0.00 $2,750.00 IF YOU HAVE ANY QUESTIONS REGARDING THIS STATEMENT PLEASE CONTACT KERI AT 631427 5665 XT 504 NELSON& POPE NOW ACCEPTS CREDIT CARDS w VISA - MASTERCARD - AMERICAN EXPRESS OUB - 7 2008 A FOR YOUR CONVENIENCE,YOU MAY PAY THIS INVOICE WITH YOUR CREDIT CARD.TO PAY WITH YOUR CREDIT CARD, PLEASE COMPLETE THE INFORMATION BELOW AND RETURN BY MAIL. ❑VISA ❑Mastercard ❑American Express Account No. Exp.Date Amount Signature Or call our office with the information: 631-417-5665 4 *OWN OF SOUTHOLIO ot Purchase Order # 16496 Tax Exempt # A��1yy63554 Date � � � �& Account # 6yoZ� '7" -L�-Cy'300 Deliver and send billing to: Vendor Department nAlg5am -1,00loe- e v0 altl� p� Address -57a Hehl;lle, IVY // VENDOR "Return this copy and Town of Southold voucher itemized and signed for payment" ITEM QUANTITY DESCRIPTION UNITCOST TOTAL WI-44- 1 Uu-k - III, aoa $ '� '• C THIS PURCHASE ORDER IS NOT VALID WITHOUT THE SIGNATURES OF THE DEPT. HEAD AND THE SUPERVISOR I CERTIFY THAT THERE ARE SUFFICIENT FUNDS AVAILABLE IN THE APPROPRIATION CHARGED Dept. H ad I CERTIFY T TO BE A JUST AND TRU RCHASE DER Supervisor VENDOR COPY " r r,. Vendor No. LL Town of Southold, New York - Payment Voucher d "• - ! )lJumherm Srcial Sccvrir NumM l`rndor Addracv '.� r`_ p� �orc�fis �� 117Y E Vr�Ju l 'nv hr cNun:h er - _— c � 1'crdor Co'�Ctcl � a h of c In oi._e In vulva Net Pun;haze Order 'i f�aic Tu.a. Numtrcr —tq`r `�vLE:..U•cs'' i cy �"'�'".�v+ vivcount Nnoun(Claimed s lkseriptionofGoodsorServxes �D, �I7/Il �Pi1'U1 .aL:. y^�'-i,.�EW, t '�•CN�'t 2 IF 0"M MIN Payee Certification Department Certification flee unders n>n W(C Intm3nl)(Aping nn behalf u(Oee above named claimant) i hemby cmitj that sire utatcnal;ab�re speciricd have been nnm,,ved by m: dm.he�eb nil ihst the lure p�has 'bo rg clsim ii We and correct,that n° in gond wndt60n without substimion,Ib san'iccs pmpet ly 'd..ac:pi as I'eR n soled iha,the halancc Therein suted is actually pntbmxd and that the gnantilies Ihrn f have been trilicd with the o.acpwnis It oI*ng.and Thu ..ixcn rrom which mo'Ibv:n is exeugt an occluded. ,\r disaepymiea noted•unJ puvntrnl it opprovcd. j :.�/}fir._ _ Date O Tillc Date y Nelson, Pope & Vo is, LLC Property: 08083 Project: VA02616 572 Wait Whitman Road Phone: 6 27-5665 Melville NY 11747 Fax: 631-427-5620 Chase Bank Site Plan,Mattituck t � Manager: Eiseman,Kathryn \•e'�y Invoice To: Town of Southold Planning Board N:d 5866 Town Hall, 53095 State Rte 25 Invoice Date: June 11,2008 PO Box 1179 Southold NY 11971-0959 Attention:Geralyn Woodhouse MAKE CHECKS PAYABLE TO NELSON POPE& VOORHIS Invoice Amount $850.00 Attend project meetings,perform completeness review and prepare letter to applicant. Initial site plan review and prepare figures. Work Performed thru 4/11/08 Specified Fee: $850.00 *** Total Project Invoice Amount $850.00 All invoices are due net 30 days. A late charge of I%per month will be added to any unpaid balance after JO day& Please make all checks payable to NELSON POPE&VOORHIS Please include invoice number on check NELSON POPE&VOORHIS NOW ACCEPTS CREDIT CARDS VISA - MASTERCARD - AMERICAN EXPRESS - m. yc„ ,� H✓4 o I JE ^' : 6 =''08 NpV ex�e SW STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY -. HAUPPAUGE, NEW YORK 1 1788 www.nysdot.gov SUBIMAL CHAKRABORTI, P.E. �,q}r.+�- w •�—�N�N '� REGIONAL DIRECTOR iIw }.go�MISSIQNER77 7 ` May 27, 2008 Mr. Jeffrey J. Patanjo " + 1� Project Engineer 1 -� Savik&Murray LLP 2150 Smithtown Ave . Ronkonkoma,NY 11779 Your March 26, 2008 Submission Chase Bank Route 25, Mattituck SCTM 1000-14300-0300-033002 Our Case No. 08-144P Dear Mr. Patanjo: This is in regard to the site plans for the referenced project which were submitted to us for review. Prior to an approval of the site work and issuance of a New York State Highway Work Permit, the following items must be addressed: 1. In recent years, many states have employed access management as a major technique to address conflicts between through traffic and that generated by developments. The goals of access management are to limit the number of access points, separate conflict points and remove turning traffic from through movements. New York State is utilizing this technique to minimize impacts to State highways. We recommend, therefore, that cross access to this site be obtained from adjacent property to the west as well as the east. If this is not presently possible, it should be shown on the plans for implementation as part of future redevelopment. Please show future access for the undeveloped south portion of the lot. 2. The proposed left turn lane full barrier lines and dash lines should be moved back to the easterly curb line of the shopping center driveway. 3. The pavement marking arrows in the proposed left turn lane shall be supplemented with the pavement marking"ONLY" for both arrows. Please revise the plans accordingly. 4. The Work Zone Traffic Control plan should be developed to include a lane shift. Please also have the plan include the note "All lanes must be open to traffic before 10 AM and after 3 Mr.Jeffrey J.Patanjo • • May 27,2008 Page 2 of 2 PM. No lane closings are permitted on weekends or holidays. Nighttime lane closings will not be permitted without prior approval from the State Permit Inspector." 5. A note shall be added to the plans requiring the contractor to clean existing drainage basins along and immediately adjacent to the NY 25 site frontage at the completion of construction. 6. The plan must include the note "Repair existing shoulder, sidewalk and curbing as ordered by State Engineer." 7. The closest NY 25 mile marker shall be shown on the plans with an offset distance. 8. Permanent survey markers shall be installed at the property limits along the State highway frontage and ROW markers shall be installed at any intermediary turning points along the State highway frontage. ROW markers installed at intermediary turning points shall be installed in accordance with NYSDOT standard sheet M625-1R1. Please call out these locations on the plans and include the appropriate detail. Please submit four(4) sets of revised plans. Review of the subject material is being coordinated by Mr. Mark Wolfgang. He can be contacted at (631) 952-7973 if you have any questions regarding this matter. Please send all correspondence to his attention. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD,P.E. Civil Engineer III Traffic Engineering and Safety cc: r. Peter Harris, Superintendent of Highways, Town of Southold vt Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold SAS:MDW:AJF 0 The applicant proposes the establishment of a 40+' vegetated buffer between the commercial use and potential residential uses to the south of the property, however, the buffer is not clearly labeled on the plat and maintenance activities are undefined. It is recommended that the buffer be labeled and maintenance actions outlined to preserve the function of the buffer. Pursuant to Chapter 268, the Planning Board shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Kristy Winser, Site Plan Reviewer File Town of Southold (11P�S 1 Architectural Review Committee 7 Minutes April 24, 2008 4:OOpm Town Hall Meeting Hall MEMBERS PRESENT: Ural Talgat,Acting Chairman; Herbert Ernest;Joseph Lee;Ronald McGreevy; Nicholas Planamento; Elizabeth Thompson; Heather Lanza,Planning Director; Elizabeth Cantrell, Secretary The minutes for the March 20, 2008 meeting were approved. l a l; REVISITED APPLICATIONS: • HUDSON CITY SAVINGS BANK SCTM #1000-122-3-1.2, 2, 5.1 ¢;,17 .,., . Mr. & Mrs. Daniel Mooney, P.C., owners of the project pre`�entec�t e application. PROJECT APPROVED: The Committee fully endorses the use of solar panels on the roof of the two-story office building. The Committee is approving the application with the addition of the following recommendations: Try to match the roofing color to the color of the solar panels on the two-story office building. On the office building facing north, remove the second-story ornamental roof and replace proposed window with arch style similar to the window on the single-story building. Widen the ornamental roof on the front elevation of the office building to more closely match the single-story building. Add more of a mix of species of evergreen trees and shrubs on the south side and southeast comer in the rear of the property than is currently shown on the plans. Eliminate lighting in the parking area that is further than 40' from the rear of the building. Landbank maximum parking at the rear lot. Use more decorative lighting fixtures than some that are currently shown on the plans, for example the Sternberg style as submitted and/or use of Dark Sky designs all with metal halide lighting. Use a variety of cones of light and height of fixtures suited to the specific locations. The Committee does not endorse the use of the Ruud lighting fixtures as submitted. The two long, narrow parking islands should be combined into one wider island to be located at the area closest to the building in the southern end of the parking lot. Shade trees are recommended for this wider planting area in the parking island. MOTION MADE: l'ral'I'algat; SECOND: Herbert Hemest. All in favor PRE-SUBMISSIONS: • CHASE BANK SOUTHOLD SCTM #1000-61-4-1 Kenneth R. Garvin,AIA of JRS Architect, P.C. presented the application. PROJECT NOT APPROVED: "The Committee does not approve of the style of architecture for this project. The architecture for both of these buildings should follow the "character" of the North Fork. The Committee would like to see a building that reflects the RC • , .ia f`aye 'l'Gao Deccmlwi 20. 2007 architectural heritage of the North Fork. The two projects submitted could be a bank building anywhere in the United States. MOTION MADE: Ural Talgat; SECOND: Elizabeth Thompson. All in favor. • CHASE BANK MATTITUCK SCTM #1000-143-3-33.2 Kenneth R. Garvin, AIA of JRS Architect, P.C. presented the application. PROJECT NOT APPROVED: The Committee does not approve of the style of architecture for this project. The architecture for both of these buildings should follow the "character" of the North Fork. The Committee would like to see a building that reflects the architectural heritage of the North Fork. The two projects submitted could be a bank building anywhere in the United States. MOTION MADE: Ural Talgat; SECOND: Elizabeth Thompson. All in favor. A motion was made to close the meeting at 5:30pm. All in favor. Elizabeth Cantrell Secretary Lao" F�CEL55=0A STATE OF NEW YORK DEPARTMENT OF TRANSPORTATION REGION TEN 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE, NEW YORK 11788 www.nysdot.gov " . SUBIMAL CHAKRABORTI, P.E. ASTRID C._G,LYNNL_ REGIONAL DIRECTOR COMMISSIONER 1 . April 21, 2008 Mr. Jeffrey J. Patanjo AFR , �8 Project Engineer Savik &Murray LLP 2150 Smithtown Ave Ronkonkoma, NY 11779 Your March 26, 2008 SUbIT 0bir Chase Bank Route 25, SaMiald Al SCTM 1000-14300-0300-033002 Our Case No. 08-144P Dear Mr. Patanjo: This is to acknowledge receipt of your submission on the above permit application. We are in the process of reviewing your submission. When our review is complete we will notify you by letter to provide you with further direction in the Highway Work Permit application process. Please note that any utility work proposed in State Highway right-of-way will require a separate application and submission of utility plans to our Maintenance facility at Riverhead. The utility plans shall include installation and restoration details in addition to Maintenance and Protection of Traffic plans - all referenced to NYSDOT specification item numbers and the Manual of Uniform Traffic Control Devices. The applicant may contact Mr. Kevin Matthaei at (631) 727- 1731 for further directions regarding Utility Highway Work Permit (HWP) application. The applicant should be made aware that utility HWP issuance is subject to issuance of the HWP required for site work. This permit application should be sensitive to the unique visual and historic setting of the Long Island North Shore Heritage Area, which runs from the Queens/Nassau County line to Orient Point, and from Route 25 or I-495, (whichever is farther south), to Long Island Sound in the north. • • Questions concerning this matter should be directed to Mr. Mark Wolfgang at (631) 952-7973. Please send all correspondence to his attention at the above address. Kindly refer to the subject case number and County tax map number in all correspondence. Thank you for the opportunity to review this development and for your cooperation concerning this matter. Very truly yours, Original Signed By Shaik A. Saad SHAIK A. SAAD, P.E. Civil Engineer III Traffic Engineering and Safety cc: Mr. Peter Harris, Superintendent of Highways, Town of Southold As. Jerilyn Woodhouse, Planning Board Chairperson, Town of Southold Ms. Wendy Brodsky, Long Island North Shore Heritage Area Planning Commission SAS:MT:AJF r MAILING ADDRESS: PLANNING BOARD MEMBEV P.O. Box 1179 JERILYN B.WOODHOUSE ��OF SO(�Ty� Southold, NY 11971 Chair OFFICE LOCATION: KENNETH L. EDWARDS Town Hall Annex MARTIN H. SIDOR H 54375 State Route 25 GEORGE D. SOLOMON (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND ��.COU'M," Southold, NY IY11 " Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD April 11, 2008 Mr. Kenneth Garvin, AIA 181 East Jericho Turnpike Mineola,NY 11501 Re: JP Morgan Chase Bank, Mattituck Site Plan Review SCTM# 1000-143-3-33.2 Dear Mr. Garvin: We have made the initial review of the above referenced site plan application to establish the completeness of the submission. We have determined that the application is currently incomplete based on the submission requirements for a site plan application for the following reasons stated below. We cannot process this application further until we receive a complete application — see Town Code § 280-133 for the site plan application requirements. Any comments provided below which go beyond the completeness of the application are provided for your information and consideration. Additional comments will be provided following full review by staff, the Town Planning Board, Town departments and involved/interested agencies. I. The Environmental Assessment Form (EAF-Part I) should be fully and accurately completed. 2. Regardless of whether or not it is the intention of the applicant to develop the southern portion of the site for residential use at this time, driveway access to that portion of the site must be properly planned. It is not clear that a safe and reasonable access to the residential portion of the site is feasible as the project is currently designed. Unless the applicant intends on leaving the southern portion of the site in its natural state in perpetuity, this access must be planned in association with the current site plan for the proposed bank. 3. The site plan should not show any of the required parking as land banked stalls. All parking should be carefully planned and shown as proposed on the site plan. It is noted that parking is discouraged in the front of the building. 4. Thought should be given to reducing the front yard setback per the exceptions outlined in Article XXII of the Town Code which may allow the building to be moved closer to the road. 5. Sidewalks should be proposed and shown in the northern portion of the site plan. In addition to the above mentioned required items, the Planning Board may request an overlay of the site plan on a plan indicating the size and species of existing significant trees on the site. An effort should be made to retain and use existing trees, and incorporate them into the site design and layout. If you should have any questions or require additional information, please do not hesitate to contact me. Ve truly yours, Heather Lanza Planning Director cc: Planning Board File {i • J R S ARC HOT E C T, P. C. LG S<'k 181 East Jericho Turnpike,Mineola,New York 11501-2032 Tel:516-2941666 Fax:516-294-1669 To : Town of Southold 008 Date: 3/27/2Project No: 07200 54375 State Route 25 Re : JP Morgan Chase Southold, New York Mattituck, NY New Branch Building Attn : Planning Department 10300 Main Road, Tel : 631-765-1938 Mattituck, NY 'oCo ies [ No Date Desai ion •M•^m„^„ .._.:.: 1 03/27/08 [Complete Site Plan Reviyw Application as per requirement list .,mss 1 I n; �tl 1 y Sending You * Attached C> Under separate cover the following items: Ya: BY-HAND 00 Prints/Sepias C'> Applications (_) Shop Drawings Specifications C) Diskettes C1 Change Order (_) Copy of Letter (� These are transmitted as checked below : C!) For Approval No Exceptions Taken C.) For Review 8 Comment For Your Use Exceptions Noted As Requested (_) Returned For Corrections O For Bids Due (_ As Requested By Remarks: Distribution .................. ..._...._..... .._._._... ....................... ..._._._._._.. .........._.... ........_._......... ................. ............ :Please contact this office with any questions. . .Thank You :.. .................. ._._.__ .................. ....__. -_.i ........... ........... .._..._..._. .......... Written by: John M.Byrnes X 4 Initials: jmb Signed by: JRSAihkl ,P.C.-Transm' 60- Ver.02.07 ,* v > s .aS",dot £410 wN 4• } L } CHASEO pµ Y� •1 s, z, IF x FFFF T T 1, ITT r r r i EX G ADJACENT BUILDING NORTH AERIAL VIEW I AL tin EXISTING BUILDING r„ >1 - �, - SOUTH AERIAL VIEW SURROUNDING BUIDLINGS rr y �. Es.. l+.w'y. .. '°3. fes' � a ._ _ � � ~ i - �-� •� _ F r "`aye - • - _ SITE PANORAMIC )]" gra; 4r 111''IF 1;11 low _ _ SITE PHOTOS JRS ARCHITECT, P. C. '�JPMor�anChase -0-unaMoKm r "".m�.�. 10300 MAIN ROAD TM��,,,,,�,�,.� MAT TITUCK, NY `""d°"""Z540-1434� ,�r "� ♦� �, � y w/A• " ,}l•M1 M" -'. q�1 �.,,'J'• �N?'!'t.4 , �y�r y ^. 44. i. µ.�r+w / NN r �• a 1°i •1 A ,x ,may, ''!'ice 'K Aw, •R1M1;^'l� :.� 'v'. � "iW � A.. � * ''�, ;.�`. 41 ey X11 ;t PIG .� Tk .•. 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P�� F_E EL 9x.20- ✓ —A 1 10T_ . �� I I4-Ts _ -a c o c o r r c REV DAT CaTe pESCRIPTICN sus vC� r +` 2 TO Q-A PCR c o R _CC R SHAv c SR a .HA ITTS a -' Ta e ,c c rc c,c I yt F A 3 �b3 �o J 3 j-TC A L 4 A o 1 I R r .__N '�JPMorganChase I r. ..... AAi A ` . E TE N Yc4 <-..k 2 3T-El +na NG �2 ��C- �� 9 !0 3 P aAucry aArx �E -A� '" V / k o f i N a -�3, n, _ m,° nx i L A �� L s - ." roxmAAII..,auaeu -r. Toa r< I 1, 0 A, 17 ,rte - _Is _ -- IIS JRS ARCHITECT P C. SCC _ -- a 131 U Imp he N F.ll5 2032 tYV 1.0010 PLANT LIST 10sca e a o n vl ca1 a �+o- ZS c I, .�I I' _ _ = — .-E e _ 3Im z I - LA z _ / I um„ P�.=ur, 3 � I c—Wb 1 I i O i I i I � I y �V I � � LL DAR< SKY OOFIPLIANT DAIS D FTIOR St.90M410N TMM_ n EO FOR SITE R.uI PEVEw e<-r GOMPLIA*1T _o..., __ AS PER 6M69B COM.@Ll$ 'I K PROP zp. BAN.c `a i [ __ F. . EL 51 I� _� _ I I ��r � REY. DALE CESCR.YIICN -2� ✓✓ r I � l f iI L � Is � ��► � � i � � � ��= mart wwura / •i r I � i n W JPMorganChase \\\ It� JRS ARCHITECT, P.C. � _ I I 10]ShW NaaE,PonaN0.W C8540.11N ale #�—_-�-i � •, i �' '�I err ...r i _ —_ I I ; >�.E owvrnrm wa�w�w�taff sh�no �- � I i..v�isw�im�om a,u,wmrev�re I i MI.MIYPM1E / � — l ARCNIT=CTURAL 3iTE PLW ' _/� - - -- - - ow�•wvm are ,anm crnv cl i AS-1 �I p'n�hul Q1.. arr nrnt Ltit LLF Drp \ ' 'A .I m i i, D i 11 \-: \I )lin \ =P41r1 H: H P:.',,L, PNP,Th I : L�LeI L a Al. S =CL 3 5 .- \ \ `,I L lii`. ql'-LY C{ 'p ' Lit C \„Jii F 1 8 i ADE Lti Ji Y - A -'U L Ail \ZKENGAP2-V 1:1� -- t D( _JCA v. l- - l1 3 J - /_\ I �GL3 _ .. ---3 \':�:`C. t\III — 62.\VCE ' Ill- \G..00+ � - _- = J] 13 it �. - a; P CC a, ,, //,�� 1 it ,. o ., i sem% — r e4\ R v ��v v nv 1L0 i- f !j \ I 1 n 3 3 J, I 1 3 1 3'51 i, I ' i �/ C ` Y �� 0 ii u� uu a in u7 10 11u _ LU n n,. r �S9 i-o eJ �+ - 1 i� �. n. i r v �, u: nv L Lnl n5umm:�p' 1`,' Q �' L Ya Lahrl Y Y' Z Orient TJI Hila LL! V Z v y e 1 A 395] J 19 Z 30 130 0 n. - �- G .I on 9a a oo (n r Q - 11 '�r _ 'ip n nn n, u� no _ 6 "_638 �01s] zo 130 �o PROPOSED SAVA 1 S J b n.. _ r _ .e�� ,x �, n, .�o ;, a Boz ,n ao zls o Z U 71, a A inH0.0 iJ 86 �.rip -D �0 -� I ,S� � '-4].6 96 130 es toI� a �6 �A '_112 3i.1 Izo 1235 0 �/ \. .' �. '.� ,_9 '201] 311, 20 0 �y _z _�--J' n� 1- \4 u 1 vl w m o� z � on nn o1 ] B_ 0 .� O U o ai +� on o1 'os . _. %r,� n , +vr1 0. ria r, 0.1 a oa >, on o0 on S 1'A 1663LL __ 20 343 10 n p n� ,� ,, i o, n, a, Q �r .a 11 nv ��..a ups 'I n9 LU LL 20 0 0 d -..I LU �� , >, 1, :, nn � hn � — 6 w 9 2 uj —� \ > IL F to A uzs 20 a o 1JO 'vit, r � 11 A I429 IIRi '_n 0 0 it i 13 B '_Oi 2211 � 20 n, 1, 1 '3 1 ,. �.� F % o ,� u1 n � ❑ �A 3Sfi 135 i20 �90 �0 U 4 o , 'D ,o :.� �, . IJ a 103 i 139 1 ?0 :0 0 PraiaC,%- , _ �1 _ 11 is '' .{ ,Sri 1,3- zo 90 to 0901325 , I -- Date �, �, �, ___.S 1ae3 1341 _ 90 ° 7/15/2009 — _ _ v 1 _ — --�—.� a „ it, r v „ 1�, n I' c ,89 1J 1 ! 10 _ „ :� �.� :. � �., � .. „ scala I to I"=30 ,, ,. : :, , ., i, .. .. ., n ,. .. �, , „ =';9 z v0 I0 Orau n9. j ,. -.L ,. „ ., ,� „ 1, ,. ,D 'c JR vi n i. .. of ,�� i. :� A '_] 3J i J 1 C oper Llghnog CFC 22 1 - .n u -_ a - sa : II_'5 1 I .- _ -5 1U0 1H ' o - sf/ �✓ cB's p � q SII _ CBS � (� I DAM OE� 2 / I j mune gsu®wRRE2w FOR O rnn sem+ 7mm I, muu issuED wasMPwi� ASPER W5MCDM.EWM I/ II V nFu cwN65 I� pRopoSED BANK �5'� a,Zoo S.G. 98.20 P �LLvmOr�: L-2 � � -.� m• � � �� I � REV. DALE DE79CAPIIDN 1 I I IIT I aarwmunve '3-► � l I ' JPMorganChase htli /li laoo�.rlon � � wmluacmlle � ' q' Il �// lv�xa amnn v>eaw �I i�/I J(� II� JRS ARCHITECT. P.C. I� � � �fsYLAMoiumptiv,Mbbb NYS�1W1�]IXtt rormc.nma I Pm�W,w aesmux_ �I � � I 1.Ez awwlmwz wria�res�aawa it Nyp�uEl�pMeGxrrssuwlscvn 11RIIiN1�bIB11t41K1FA/�110Nmmw3w i / / , . I WW11Y 1111E DRIVE-UP IX EUING PL - pUYMR YPA W2 YLtlm O®®R Ei !WE NMI® _ O"R0 05 �i it DU-1 a � .F j• 1 «r r � Fif r-, ;; b 7 �� In In III IN ( � J Y � • • • Y �� 41 y V f ✓ �. �S�I f RF` k� ;k t �, � _ VH 3 _ _�_f..e___. .. - = „ ■■■� mossmoms NEES ul ■■mo moss k=1 _y MIR i t � Blow -_ - Ills! mq m� =- �Il�� 6 �~ �_}} �_ r•" s ^.ry �; ,_` r � � � urt ?�� Em lips It _ NIXON R�sR NONE ��o ■/as■ ■■/s ■�■e r■■■ /�■ ■■ EWVIP • DESCRIPTION I N V U E energy The classic lines and sophisticated construction of the Vision Site luminaire makes it an ideal complement to site design.The combination of smooth contours and sharp rear reveals allow the fixture to change character from different viewing angles while providing excellent low-glare photometrics. Chase Mattltuck U.L.listed and CSA certified for wet locations. ac - SPECIFICATION FEATURES A...Housing C...Door F...Arm One-piece,die-cast aluminum One-piece aluminum die-cast door One-piece extruded rectangular 5" housing maintains a nominal frame.Door frame opens via arm.Internal bolt guides allow 0.125"wall thickness.Integral release of one flush mount toolless easy positioning of fixture during Age-- reveal channels along top surface latch.Tempered 1/8"thick clear installation to pole or wall surface. of housing promote heat extraction glass lens seals to door with a and prolonged electrical weather-tight continuous gasket. G...Structural Mount component life.Solid cast wall Optical chamber is sealed against Die-cast aluminum cleat factory separates optical chamber from entry of dirt and moisture by a mounted to luminaire and finished electrical area. continuous door mounted gasket in luminaire color.Stainless steel which firmly compresses against structural rod measures 1/2"in B...Electrical Tray optical enclosure walls. diameter and is provided in Ballast and related electrical luminaire finish color or optional componentry are mounted to a D...Lens natural finish.Product works in reinforced one piece galvanized Impact resistant 118"thick conjunction with accessory VXS 5" VXS steel tray with integral handle.For tempered clear flat glass. arms.INVUE poles provided Optical SystemVISION SITE ease of maintenance,tray hinges E... pre-drilled for suspension mount open via toolless release of one s option.See INVUE pole brochure spring loaded latch.Electrical quick Choice of five 151 efficiency for a complete selection of SMALL disconnects allow tray to be segmented optical systems matching poles. completely removed from housing constructed of premium 95% providing ample hand and tool reflective anodized aluminum H...Finish 42- 175W room for attachment of fixture sheet.Optical segments are rigidly Housing and arm finished in a 5 Pulse Start Metal Halide during installation,and a safer mounted inside a thick gauge stage premium TGIC polyester Metal Halide servicing environment.Optional aluminum housing for superior powder coat paint,2.5 mil nominal High Pressure Sodium tray mounted fuse connections protection.All segment faces are thickness for superior protection Compact Fluorescent offer a distinct and easy to clean of rivet heads,tabs,or other against fade and wear.Standard maintain alternative to common means of attachment which may colors include black,bronze,grey, cause streaking in the light white,dark I ARCHITECTURAL inline fuse connections. platinum,cu and graphite AREA LUMINAIRE distribution.All reflector modules metallic.RAL and custom color feature toolless removal,quick matches available.Consult your disconnect wiring plugs,and are INVUE Lighting Systems toolless field rotatable in 90 degree Representative for more increments.HID lamp sources in information. small housing(VXS)optics feature medium-base lampholders. DIMENSIONS I s• [152m,1 r COMPLIANT FCO 13112'I343 mmlJ 23'1580 mml 5'1127 mml STRUCTURAL MOUNT Wattage Table ............................................._VXS.................. Pulse Start Metal Halide 70,100,150W Metal Halide 175W1213/16" High Pressure Sodium 70,100,150W 1325mml Compact Flu ore scent 42.57W I_ EPA: Single:1.27 Cenihraticns Single Structural'.1.29 IP6o Rated UL.)598 Listed 3G vibration Tested Fro ,_26'p03mml SHIPPING DATA (appro..) CSAListed 25-CAnrac,t1509C01 %wl,moX Net Weightllbx):35 Volume(cu.M1):3.00 COOPPEERI Lighting Specifications and Dimensions subject to change without notice. AVU0924 9 wvov.ocperligbtingmm Comair your............a for anditioml opnoni ene heahii 03@3/2009 9'.32'.50 AM VXS VISION SITE SMALL ORDERING INFORMATION Sample Number:VXS-175-MH-M1`-35.8K-PRCPS-L VXS 175 MP 120 3S AP F MA1071—XX Product Family I Lamp Type Optical System Structural Options 112 Accessories no V%S Vision Site Small MP`Pulse Stan Metal 2S Type 11 Pale Mnunr MA1071-XX=5"Arm for Syu..P. Halide 3S7 Type If PROPSStrut Rod and Clovis Set forta MA1074XX=5"Ann I.Round Pole Lamp Wattage MH;Metal Halide us Type IV Square Poles(Painted to matchMAIOJ}XX=amid Mount 1p Square Pole me HP$'High Pressure Sodiumfixture,does not include arm) MAId76LXX:Dire.Mourn l«Round Pole 55=Type V PRCSB'Stainless Steel SIN/Rod and 70 70W CF:Compact Fluorescents la MA1CA-%X=Wall Stan.,wM 5r Armed SL;FOrv+a(l Throw wl eo Sea for Square Poles 100;103W SpillLight Elrnlndl0r (Cleve Cl(Clevis'pdintetl 10 match fixture, MA1200-%X=Oire.Wall Morescon 150:150W Voltages does not include arm) MAI 101.XX:Single-arm ranm Meant for 2318" 175=175W 120.120V Color" PRCPR•Stmt Rad and Cleve Set for4 o D.raced mH a 208'208V RK:Black Round Poles(Paintedtomatch MA1102-XX: non Plotter W2 Tom- 175r 175W 2";240V AP'Cray fixture.doesSs not include arm) MAI lea- PRCSR•Stainless Steel Strut Rol and I4 %X=3@120 pagesTrado Tenon adapter 1«2 70: 277 34N aY Bronze Chads Sea for Round Pules 319'0.0.Ten. 70:7M 347 34N Mil While (Clevis'Painted bmatch fixture, MA1104-%X•38'O.0 Tom- loo: a menon Adapter M2 10o`100W "0:480V DP`Dark Platinum does not include arm) MAI Jo}XM 2@90 C"ree Trans,Adapter b2 150'1sow DT Dual-Tap wiretl 277'va GM:Graphite Metallic 'Wall Mount 318'00 renin MT Multi-Ta wired 2]N+ WRCP°Strut Rod and Clovis Set(Painted's MATIo}XX�3@g0O"r-TcPm Adapterbr2 P t0 match 6xlure,does not include Sth00!anon 42:42W TT.Triple-Tap wiretl 34N10 arm) Mm107-Xx:2@120 D.grom inn.adapter 1«z 57:5TNa UNi 120-27]V Universal WRCS•Stainless Steel Strut Rod and Is Mi D.ren. Nater.! Arm car included.3esthrough-lecVOnic Ballast Clovis Set(Clove painted to MA1108-XX=SSuffeantrorTen.Atlapen for 3 p2" match fixture,does not include 2 All HID Temps are mormum hese. arm) MAI 10912@180 Degree ren.Map.,f«3 3 MH propharsheileble for non U.S.merkenmly. Ion O.D.ren. 4 Aveileblsln Type 35.4S.and 55 distributions only. Options if MAttlo-XX:3812.0 r20 eramren.AdaplerM3 5 Pommel M.0Llamp length of STN CFL netts e+ceed]'. 6 CF bansm ere 120 through 27N Specify with UNV voltage designationVoltag. FFuse(120.277 or 347V)Specify Mon 14�Xx=4@m Degree To.Adapter f«3 voltage 1rz-o.D.ren. ] PrWomeabs availableirenusnation voltages and so9e ror mtermnoael marten.coaeun factory �,Double Fuse(MS,240 or 48OV)Specify All12-XX.2@90 Cegrem Teron Adapter fora far a more IM27 ..,ad mmmLtian. IQ-o D.Tom- G:out more was vrv. voltage 9 Multi tap is 120@057pr IN wiroe 27N G=OuadZ Restrike'. MA111}X% IQ O 0 romp hen.Adapter fq3 to Tripletapis 120277all wine 347V. EM'Quartz Restrike wl Time 0013y(Also's fal14XX+2@ In Degree Tenern adapter fora 11 Custom and PAL color matching available upon rpue+t Consult your INVUE Lighting systema Strikes at Cold Start) 112'0.D,Tenon Representative for further information, El Quartz Emergency Separate's 12 add sa suffix in In+order mown. Circuit 13 Compeobls with 5"MA1071 arm only. 42CFMM=Emergency Battery Backup" 14 Compatible with 5-MA1074 arm only. 15 Wall mount Mructual options do not oulade arm assembly(See Misnomer Compe06bwnh PC Buffer Type PholoconVol!Specify voltage) 5'MAIo]I arm ansa. to Quartz options not available with sL optic. HS House Side Shield's 17 CF lamps only.0etnry backup provides 90 minutes of supplemental light,minimum scanting VS`POIyCarbonate Vandal Shield temperature of 3YF and.AM me+imum. L'lamp Inclutletl Is Hoas..ideavoid not manage on ss and SL aPtm.. 19 order separately,replace XX with color suffix. zg For-mm down lighmp applications only DRILLING PATTERNS VXS VXS Structural Mount TYPE"E") (TYPE"F"1 2 13/16" 5/16"Ifimml the.hole 172mm1 371"120mm1 or.hole 2314' 170mml 7/8"123m m1 37M" 199mm1 i290mml (2)3/8'110mml 3/4"ROmml did.holes tlia.hales 37i8'I99on 3' p7mm7 12)3,8"110mm1 tlia,holes MOUNTING VARIATIONS Wall Mount Arm Mount Single Arm Mount 2®180" Arm Mount 2 @ 90' Arm Mount 3 @ 120' Arm Mount 3®90' Arm Mount 4®SW EYA EYA EYA E.PA E.PA EPA V%$1,27 VXS 2.54 VX$2.S4 VXS 3A WS 3E VXS 413 L32 1p��+ �J 1J� /III IIII III III � O � OT t9 / \ IIII 00 COOPER Lighting Specifications and Dimensions subject to change without notice. AVU082439 wwwcbaperI ghdhg cm Inoue•Customer First Center•1121 Highway 74 South•Peachtree City,GA 30269 s TEL 770.486.4800 s FA%770.466.4801 03/23/2009 9.32',50 AM t.:<l Sign StarT""S a ; The Sign Star'" Style 'E' provides a 450 =c.. ALM reflector for excellent performance y4sal. , with the 'A' lamp. For installations that call y` for an angle reflector-style fixture in the ;;r9 design, the Sign Star Style 'E' is the fixture of choice. This 120 volt fixture is construct- ed of the highest quality machined and precision spun aluminum, polyester pow- der coated in any of eight standard finishes and uses stainless steel hardware for years of trouble-free performance. Sign Star Style `E' is ideal for lighting signs or canopy covers, can be specified in lengths up SII to 48" and utilizes a strong 5" diameter . aluminum mounting canopy. 1 Features " Tamper proof design. • 45'FLM reflector with white reflective interior. • 1"diameter machined aluminum stem with • a 8 Q. Listed with A type lamps to 150 watts. stainless steel hardware. • For use with 120V,no transformer required. • Aluminum canopy. (Box gasket by others.) CATALOG NUMBER LOGIC Example: S} - 0 -BLP - 36' - E Series Lamp Type � 48'Maximum(Specify Inches) ya 0-By others / r Cie.Machined Finish Aluminum Stem Powder Cost �Aluminum Canopy A I w 2 Incandescent Lamp 201/2' w w/Porcelaln Socket (tamp by others, ID.Verde I — VIER maximum 15OW)Projection from Wall 18',24',30',36',48- 31/2'Ds. _46RLM style (2)110-24 x 5/a'Black Oxide1/2' ia. Reflector HexSocket Head Stainless Steel o ) E-90°radius with 45 a angle FILM Reflector �.J For Al 9/A21 Medium Base tamps(Maximum tsi CANOPY DETAIL For photometrics,see page 109. B–K LIGHTING 41 YI 47�sa a : 4 'v a � '�:' ,Mt:.F.,vl.�tt r°IF ..< y +r:. �� ,.+`,d • i a•r'�k�a'•,d� ..,� i 16 6, � Ar• f 1'� ail,n:'q ,If'EN 3. tir�f` ��Mi M I:w ,rryy f. .f • h 4 { v• J tva.^ 110 fC��,{y9 it V - u-Lim Ike 1 i < a• r F�' o- 1 e �? � fit,.' � � 25'� �,i�r •' • 1 t '� k f'N'n 1'I AII�., �'�", }'��i ',l. !i. _-/1' rY+'a D •. � t. i�0 �.y! J rye � r J[�+.T�f Y- rAft. ,c iA r•r a^, F ww *fit- • r"t '3,. I +i" � ��i,,' ° � , — ' � y ! t e�J— .ter •�k,+ � �" `—' ,�<,�we rr�w - nr . ger, rF ` f N F T � t ,, _ — — CHHASE :tea rn�r� p'� rrr ft 11 1■ rrrr r�nrllf Trr rrr tf _ a r. rII( ■ ■ ■ fA flf I� — TTT rrr — rrr — �` `� ....r �'err:..' �f -. �l• .j - i 4 r J4 - rr- 111 Y� • j�� tet.N y P 5 ..e Ir M MONSSEEN y: NONE SEE■ soon SEEM ;=1 I®1 CONii "OR c u� _semWIN _ - _=bra•'e'-r�.y_��_'=��.a.=ter= lions �lNB 1N\I BEEN .Mow song rpsur ■■a ■■■■■ sass NINE ■ss■ imsmitiiii ■NAA ■A�/ 6 y 120 t s _ Kit r } x a x Sign StarTMStYl t, The Sign StarTa' Style 'E' provides a 45° 41 FLM reflector for excellent performance e.; with the 'A' lamp. For installations that call M for an angle reflector-style fixture in the ' design, the Sign Star Style 'E' is the fixture of choice. This 120 volt fixture is construct- ed of the highest quality machined and precision spun aluminum, polyester pow- der coated in any of eight standard finishes and uses stainless steel hardware for years of trouble-free performance. Sign Star Style 'E' is ideal for lighting signs or canopy covers, can be specified in lengths up to 48" and utilizes a strong 5" diameter aluminum mounting canopy. �$ Features • Tamper proof design. • 45°RLM reflector with white reflective interior. • 1"diameter machined aluminum stem with • 0 g Q. Listed with A type lamps to 150 watts. stainless steel hardware. • For use with 120V,no transformer required. • Aluminum canopy. (Box gasket by others.) CATALOG NUMBER LOGIC Example: StN - 0 -BLP - 36' - E Series I Lamp Type 8'Maximum(Specify lreM1es)--- -- 0-By others -! Ye P Dia.Machined Finish Aluminum Stem Powder Coal Color I Satin-FW—1 ron7a `Aluminum Campy A19/Ml Incandescent tamp 20112' w/Porcelain Socket n — (Lamp by others, / r V maximum 150w) < Projection from Wall '4— Projection 18',24',30',36',48- Style1024 r31Z Dia. �Reeector Hex ea Black Oxide Hex Smkel Head Stainless Steel—� E-90°radius with 45°angle RLM Reflector M°"mi"°screws For Al 9/A21 Medium Base Lamps(Maximum 150W). CANOPY DETAIL For photometrics,see page 109. x . E3-K LIGHTING H '- - 41 ti • • INVUEIDAp-� DESCRIPTION The classic lines and sophisticated construction of the Vision Site luminaire makes it an ideal complement to site design.The combination of smooth contours and sharp rear reveals allow the fixture to change character from different viewing angles while providing excellent low-glare photometrics. Chase Mattltuck U.L.listed and CSA certified for wet locations. 77 SPECIFICATION FEATURES A...Housing C... Door F...Arm One-piece,die-cast aluminum One-piece aluminum die-cast door One-piece extruded rectangular 5" housing maintains a nominal frame.Door frame opens via arm.Internal bolt guides allow 0.125'wall thickness.Integral release of one flush mount toolless easy positioning of fixture during reveal channels along top surface latch.Tempered 1/8"thick clear installation to pole or wall surface. of housing promote heat extraction glass lens seals to door with a and prolonged electrical weather-tight continuous gasket. G...Structural Mount component life.Solid cast wall Optical chamber is sealed against Die-cast aluminum cleat factory separates optical chamber from entry of dirt and moisture by a mounted to luminaire and finished 1 electrical area. continuous door mounted gasket in luminaire color.Stainless steel which firmly compresses against structural rod measures 1/2"in B... Electrical Tray optical enclosure walls, diameter and is provided in Ballast and related electrical luminaire finish color or optional componentry are mounted to a D... Lens natural finish.Product works in reinforced one piece galvanized Impact resistant 1/8"thick conjunction with accessory VXS 5" VXS steel tray with integral handle.For tempered clear flat glass. arms.INVUE poles provided VISION SITE ease of maintenance,tray hinges pre-drilled for suspension mount open via toolless release of one E...Optical Systems option.See INVUE pole brochure spring loaded latch.Electrical quick Choice of five(5)efficiency fora complete selection r SMALL disconnects allow tray to be segmented optical systems matching poles. completely removed from housing constructed of premium 95% providing ample hand and tool reflective anodized aluminum H...Finish 42- 175W room for attachment of fixture sheet.Optical segments are rigidly Housing and arm finished in a 5 Pulse Start Metal Halide during installation,and a safer mounted inside a thick gauge stage premium TGIC polyester Metal Halide servicing environment.Optional aluminum housing for superior powder coat paint,2.5 mil nominal High Pressure Sodium tray mounted fuse connections protection.All segment faces are thickness for superior protection Compact Fluorescent offer a distinct and easy to clean of rivet heads,tabs,or other against fade and wear.Standard maintain alternative to common means of attachment which may colors include black,bronze,grey, ARCHITECTURAL inline fuse connections. cause streaking in the light white,dark platinum,and graphite distribution.All reflector modules metallic.RAL and custom color AREA LUMINAIRE feature toolless removal,quick matches available.Consult your disconnect wiring plugs,and are INVUE Lighting Systems toolless field rotatable in 90 degree Representative for more increments.HID lamp sources in information, small housing(VXS)optics feature medium-base lampholders. DIMENSIONS fu 6" [152 mml 1 a COMPLIANT FCO `131/2"1343 mml� I 23"158a mml 5•[127 mml Wattage Table STRUCTURAL MOUNT ............................................._VxS.................. Pulse Start Metal Halide 70,100,15OW F_ Metal Halide 175W 1213/16" High Pressure Sodium 70,100,15OW 1325 Compact Fluorescent 42,57W EPA: Cemneamn, single:1.n IP66 flared JL,693 Listed 3G Vlbra(ion Tested single Structural:1.29 FCO `-26'1703mm1 SHIPPING DATA (aPPfO%.) CSAGared 25'CAmblent 1509001 "T", Net Weight(lbs.):35 Volume(cu.hp 300 COOPER Lighting Specifications and Dimensions subject to change without notice. AVU082QS ww 000perlighnng Com Consult yourrep,esemnive for additional options and finichev. 03/23/20099:32:50 AM ORDERING INFORMATION VXS VISION SITE SMALL Sample Number.VXS475-MH-W 3S-BK PRCPS L VXS 175 MP 120 3S AP F MA1071-XX Protlutt Family ` Lamp Type Optical System Structural Options ' " Aecees0ries 19 VXS`Vlslan Site Small MP°Pulse Stan Metal 2S'Type II vol•Muum MA1071.%%:5"Alm ce square Pw Halide 3S°Type If PROPS:Sti Rod and Cleves Set for 'a MA10)4%%:5"Nm fa RwM Pole Lamp Wanaga ' MH;Metal Halide 4S:Type IV Square Poles(Painted to match MA1073PXX:Direct Mountke square Pde WE HPSHigh Pressure Sodium 59 Type fixture.does not include ant) MAIOybXX=Drour MouniN Round Pals 70:70W PRCSS:Stainless Steel Strut Rod and to CP Compact Fluorescents SL:Forward Throw wlMAI(dh X:Wall Sharon me 5"Am" 100'100W Clevis Set for Square Poles Spill Light Eliminator (Clevis'pam[ed to match fixture. MA1200.XX:Direr Wall group xip, 1S0`150W Voltage' does not Induce arm) MAI lot-XX:single-arm Tenon Adaear for 2 out 173:175W 120'120V Cola," PRCPR'Shut Rad and Cleve;Set for1e O.D.Teem fau 208`208V BK Black Round Poles(Painted to match MAI DegmatTanoo Adapter fore fixture,does not Include arm) 3R'0 D.boot 175'175W 240.240V AP!Grey MA1101%X:301M Degree Tench Me mer M 2 it= 2]]:277/ it Bcd,e PRCSS:Stainless Steel Strut Rad and '• Me'0 0.1anm 70-7DW C nevi Set for Soured matPolch fixture MAl IIM%XX 1@90 Desse Tench MaosI 34]'3801 illOP:While does note painted match flxtwe, Is-o.D.Aran 100:100W 480'480V OP:Dank Platinum does not include arm) MA1106%% 2@90 0 TurTenn term Me,.,for 1502150W DT Dual-Tap vdred 27M GM'Graphne Metallic Wen D.Mwum LB'O. or Cost...<Pme.eecens • NIT:Multi-Tap wired 277Va WRCP:Strut Rod and Clevis Set(Painted Is MAI makXX:3@90 Degree Tenm Mature lm2 42:42Wto match fixture,does not Include are'O.D.Temp T]:Tnple-Tap wired 3vi arm) MA1107.XX:2@1M Degree Tenon AAaper for 2 57;5PNs UNI 120-27N Universal WRCS`Stainless Steel SVUI Rod and 'e L9'OD.Tmm Notu;I Arm nanlncludeo. Sea•n...r,Electronic Ballast Clones Set(Clays painted t0 MAI IWXX:9imlearm Tenm Member ler 312" match fixture,does not include O.D.Tenm 2 All HID lamp.are medium.... ari MAI 10T%X:2@1W Currie Tenon supper Her 3 3 MH products available ler non-U.S.markets only. IQ'0 D.Tenon a Available In Type 3S,4S.end 55 distributions only Op tions 1t MA1110.%%:3@ln Degree Tmm Am,m kx3 9 Nominal M.O.L lamp length of 57W CFL not s rued 2'. 1R'O.D.Tmm a CFb•II•.nenl20Ihm.,h277V. 5perty-VIUMVedem,.d••iOnNan. F`Single Fuse(120 277 or 34N)Specify MAI i II.X%:4@90 Degree Tenon Active to 7 Products see moul•de in non US voltages end 50Hz for international make's.Consult mcWry Voltage 12'100.T. for arsd.aliq.nd omen oglofnm.non. FF:Double Fuse(208,240 or 48OV)Specify MAT 112.XX:2@90 Degree Tenn Adapter l«3 A Duabup is 12047N exist 277V. Voltage IQ'0.0.T•mn 9 Multi-mph 120,20824M277V...it 27N. D'Guaris Restrike le MAIIIsi:3@99Drgree Tenm AdmpmrM3 12'0.0.1— I, Tnplete,xI20n77d47Vwlred347V EM:Ouartz Restrike col Time Delay(Also's MA1110.XX:2@12C Degree Tenon Adal3 11 Cunam and HAL color m•rching.velebie upon refuse Consult your INVUE Lighting Synems Sinless at Cold Start) 12'00 Tmm Raprea mmlve for kerns informetia. EMi Ouarl2 Emergency Separatets 12 Add is..Main predictions— Circuit 13 Compatible with 5'MA1071 arm only. Ia Compatible with S'MA1074srm only. 42CFEM'Emergency Battery lT peofy 15 wan movestrueuel option•do not include nm as.embly IS..Accee.ane•L camp•tiblewith PC Sutton Type Photaconv0l(Spe<iM17 5'MA1071 nm only. Voltage) 18 Cosh options not available with SL optic. NS'House Side Shield's 17 CFlempsonly.ar ,Wckup provides 90 minutes of uppl•mmml light,minimum consisting VS:Polycarbonate Vaccal Shield temp•nWrest 32•F Pi QA'maximum L:Lamp Included I, Houmeduhisld net available on 55 and 5L optic•. to ONer.•pahn•ly,replace XX with polar suffix 20 For weir dawn lighting implications only DRILLING PATTERNS VXS VXS Structural Mount ITVPE"E") (TYPE"F") 213/16" Si Shei die.hole 112mml W4"s0mm1 did.hole 2314' [70mml 70'[23mml 3 715" [99mm] [280mm1 (2)3/9'110mm1 314"[20mml Cie.holes dia.holes [15�3)l8'[99mm1 3' 7mm] 12)3R"110mm1 dia.holes MOUNTING VARIATIONS Wall Mount Arm Mount Single Arm Mount 2 @ ISO' Arm Mount 2 @ 90' Arm Mount 3 @ 12W Arm Mount 3 @ 90' Arm Mount 4 @ 90° EPA EYA EPA E.PA EYA EYA V%S LD VXS 2.54 VXS 2.54 VXS 3.6 VXS 3.S VXS 4.13 IIII — IIII — IIII — III 00 III COOPER Lighting Specifications and Dimensions subject to change without notice. AVU082439 www....e fghnini mass•Customer First Center•1121 Highway 74 South a Peachtree Coy,GA 30289 a TEL 770.4904800 a FAX 770.488.4801 ON2312009 932:50 AM ■ CHASE ! BUILDNEW ry October 29, 2009 Drawing has correct PID Number&Address ■ Correct drawing number or revision number is displayed ■ MAIN ROAD and BAY AVE Signs that are(morphed)onto photographs are propedy scaled based on provided ■ MATTITUCK, NY 11952 survey information Drawing has been spell checked ■ PID #6259 ' • 1 1 • Sign Schedule and description notes match what is being proposed ■ ,.acts I..•kvatims am as ' Site schedule matches site plan&drawing pages ■ Chase New Build - Mattituck - 6259 �oda,ada g9 rnsa/aN • a.uoda,ed au.g.e iWanJV • Family of Signs was utilized for proper referencing and general material callout references ■ Most current drawing date is displayed ■ r Proper orientations for all signs are called out(side a-side b-etc...) ■ __ ----I Custom Signs are identified as a"-CUST"in the sign schedule ■ Drawing pages are in the correct order and the correct overall page count is correct ■ All letter&logo sizes are called out for replacement faces ■ • ��` I ' Branding matches engineering(if applicable) Engineering specifications are all current to latest manufacturing release doc ■ Confirm disconnect switches are called out for all illuminated signs ■ Y r--7CHASE Designer JLF � - Project Manager i. CORPORATE OFFICE: 360 CRIDER AVENUE MOORESTOWN,NJ 080S7 P - 8S6.802.1 677 F - 856.802.0412 www.nwsignindustries.com FLORIDA 2416SANDILAXEROAD ORI-ANDOR-3130%-TEXAS SERVICE CENTER 460 SOUTH BELTUNE ROAD SUITE 422 IRVING.TX75060 NCRTHZAROHNA tZOCAS�ADEDRIVE CONCORDNC28027 TEXAS 7303 BURLESON ROAD SUITE 706 ALSTINTX 78744 NW SIGN INDUSTRIE.91 IDENTIFY WITH QU SIGN LEGEND & LOCATION PLAN NW M INDUSTRIES IDENTIFY WITH QUALITY DRC Approved Plan for Reference SIGN SCHEDULE ... Sign Inventory Sign CodaPropose• Daacal tion YArc „pati y„M 1' _ / E .m rx•'� 6259 1 P-25 P ion 8259 2 LIF�eLK-24 Chennal LetteEa _ Na 6259 3 D-5.I.jrz,la,uirau Directional 6259 4 b5 -.Drente re ulretl Directional 6259 5 M.inancerequired 13r 10n01 5'Nth hone� . m p0pyty Sm. sW i-aE 6259 8 DS uanancere uiretl Directional n o� aMYFP 1 6259 T Dt9s Lane Designator r 6259 6 TC-1W Lane Desi ata 3a-tR 91 DU Clearance 6259 10 TCF-0 Regulatory 1 6259 111 ITC-P-C Pal Ulat • 7+-1x I 6259 12 TC-P-M lRaCid.tory qr 9m F l•3 Pitco • , 1 F 1.! CC MIIR BMX 1 MIM I V I 1 mal 1 SITE PLAN SCALE NITS CHASE Main�N 6 inrM 1(NV'fi y1.E II'AIi�:• Linn YI Ave 6259 14 House Fa — CORPORATE OFFICE:3M CRIDERAVENUE MOORESTOWN.NJ 08057 P.856.802.1677 F-856.8020412 FLORIDA 2416 SAND LIKE WAD ORLINDO,FL 32809 -7 S SERVICE CENTER 460 SOUTH BELTUNE WAD SUITE 422 IRVING.TX75060- NORTH CAROLINA 130 CASCADE DRIVE CONCORD.NC38027 TEXAS 7303 BURLESON ROAD SUITE 706 AUSTIN.TX OB]M TM I1MON9XYYI1NF1➢NFOOXgWIXE[MnFYAXYiNXIXWXIIEX,M[.RnPROYWWrM,NEERLWIR.111.1 ISCI LF.C.IM,NFMWEC[Man..TMlI11FXWRnS...L[XEMOXOfO,OMYO[XF11lIMYMUfr[NHflMInMFMMINXFAIg01FL1 WINON INEYW[nXI.I.SMMInr,NIXWITAIN Mt'NSICAYINL ISMINSTNMFNI A fFANSUAND SALLSICANMF M[WSASNS MTYOFNWIIM IXDUCTSIl INC ©N.114M1IX0YSM S., -- SIGN LEGEND & LOCATION PLAN NW OM INDUSTRIES IDENTIFY WITH QUALITY ❑ ❑ SR^ II � ° ® ° �h LlLJ r/ ❑®(LR^ SCCR Ef 9CCR• i (ARdt C+Yi I I I O I I I $ e I I I I ` u • ��. a 9.11 1111 11017111 T FLM SCALE RTS snN+re s:L ace ¢aa. oar e' Clal R CHASE Main Rd. 6259 House1• '8 I I CORFORATEOFFICE 3WCRIDERAVENUE MOORESfOWN.NJ08057 P-856.802161] F-856.802012 FLORIDA 24I6 SAND LAKE ROAD ORLANDO,R 12909-TEXAS SERVICE CENTER 460 SOIrtH BELTLINE ROAD SUITE 422 IRVIN4TX 75060-NORTH CAROLINA 130 CASCADE DRIVE CONCORD.NC U027-TEXAS 7303 BURLESON ROAD.SUITE 106 AUSFIN,TX 787" MIIRMRPoRR4URWRL19NFYOMW1y4MFIiFppYMW fI6I111WfINF9,IX[.IFR PRYREFOEERiXEFFfW91YF YFFtYMEfY910FRMEiERMFVXOIEfTXM®IX1RtliIRF AtOtY.lidNW XOtpFYREYWMi0Mi0MER 11W YMMX[NRRVPViEEfMMY0MMM0lfRMXWRMENRTMPFPYIddIOX Vi XW91MIXEV1iMi Y[MtVXXWIX616XXIMFMIRE1R fi dfPVIEERXEdX4E R[MINMFYEI1191ttPR0FfRiYVE XW tIW11X0VfiRIFF WE ©xW NEX IXEVFMIFdmf FWd ELEVATIONS / MAIN ID / CHANNEL LETTERS NW ® INDUSTRIES IDENTIFY WITH QUALITY q 7s HASE� _ i � 4 • NORTH ELEVATION-(BLACK LETTERS/BLUE OCTAGON)OF-BLK 24 EAST ELEVATION N T.S. 4 0 j ILLUMINATED PYLON-P-25 -i SCALE:1/4'a 1'-0' 4 VARIANCE REQUIRED SOUTH ELEVATION WEST ELEVATION NTS N.T.S. • 14'-0112' 10'-0 3/4' 8 114 71 N CHASE ' 'O CHANNEL LETTER-LIF-BLK-24-ELEVATION SCALE:Y4"=V-D" :RIANCE REWIRED vllb NAY Rd. F L_va;CHASF bin . 08-414-2 CORPORATE OFFICE:360 CRIDER AVENUE HOORMOWN.NJ 08057 P-856.802.16]7 F-856.802.0412 FLORIDA 2416 SAND V EP D 0 130.113]809-TEXAS SERVICE UWER 46050U BELMNE ROAD SUITE 422 IRVING.T%]5060-NORM CAROUNA 120 CASCADE DIUVE CONCORD NC 2802]-TE%AS ]303 BURLBON ROAD.SUITE 706 AUSTIN.T%]B]14 MXIt RXONRIXNYNWp113XEpµRWIX4tRRRO XY NWtIOX;XUUpTUFp.Iµ.IIIAPROYIOFUIWMEG[LUSItlFU3ERYMFLNiUNERRXYiMMFYROfF[EXWMIX;NISSIEIf pIIXR USXYf XOi RFMUYl0FY I0µFOMFRSIUNXRRYfRfIWRU11UtEYipgµY U;XGPppIfCEWIMOUtTIFXMRR PFRMSSMNOi XWLENINWi;RHi R[MSYMWN619µ1x]IxUX[PTWI6131gµ0txRLLRIIRIX EMFAfWNYFµ0PR11YUFXW 916NIXW9Egf3.IX[ (E�NW.SYXMRUSMU3.AI iNV - OTHER SIGNS - -- -- NW ®INDUSTRIES IDENTIFY WITH QUALITY x15i' O 131 5 " �O '+ C} io• Do Not Enter �n DRIVE UP LANE DESIGNATOR-DU-0 • ?` Tole:114" SIDEA SIDE SIDE SIDEB !� DIRECTIONAL-D-5 ® DIRECTIONAL-D-5 3 �".�• SC¢I¢:%: 1'-0" VARIANCE REQUIRED Scale: /:" 1'-0" VARIANCE REQUIRED A CLEARANCE SIGN-TC-3-W t DrN�-Up 7T ATM 1• Scale:3/," = 1'-O" 3%' � 3+/.• �O .. • m . m X � SIDE SUN SIDE SEE dATM,DRIVE UP1ANEDESIGNATOR-DU-C /R DIRECTIONAL-D-5 A DIRECTIONAL-D-5 C Scale:%"=1'-0" VARIANCE REQUIRED F..., Scale: 1'-0" VARIANCE REQUIRED 6 CORPORATE OFFICE:360 CRIDER AVENUE MOORESTOWN.NJ 08057 P-856.802.1677 F-856.802.0412 FLORIDA 2416 SAND LAKE ROAD ORLANDO,H-32809-TEXAS SERVICE CENTER X605021 BKTUNE ROAD SURE 42 IRVING.TX75060- NORTH CAWUNA 120 CASCADE DRIVE CONCORD.INC 28021-TEXAS 7303 BURLESON ROAD,SURE 706 AUSTINTX 7871 MIf 159XOPI:.IXN JXPVBusx FOpMWIXO LAERRO t1 XW lIpXIXWfiPIM,IX[.131{PROti0F0lAMEF1tWWYEV3FMMF[YSipNFP5X0iXR1NFMpkI1MNNIXMId E1FIERLRX IT9MLLX0i RFMO NOMiOMipMERtIOXYMVFA[NRERORUim ECRMiOENFRMWFE3WIEMOVi MFWM3[X PERMSSIOXOS XWFIBX IXWS,RE.NE lM3pMWIX013MIX,IPVMEYf OFSFMYI[E9MOtNWREMXIXIXF FYLLV3INPRWFMY0PM1W31.XIXYV51WFi NI (cJnW YlOX M0U5RJFy W[iW OTHER SIGNS NWOM INDUSTRIES IDENTIFY WITH QUALITY 14 718" 2 h' —2%, �f-�-2 h' • AND) Am SAO 6i AND • POLE REGULATORY SIGN-TC-P-D +� POLE REGULATORY SIGN-TC-P-C Scale:'/,°= 1'-0" Scale:a/,"= 1'-O° POLE MOUNTED REGULATORY SIGN-TC-P-H Scale:Y'-V-0' CHASE Main Rd. � • /, . I CORPORATE OFFICE:360 CRIDER AVENUE MOORESTOWN,M 08057 P-856.803.16]] F-856.8020111 FLORIDA 2416 SAND LAKE ROAD ORLANDO.R 32609-TEXAS SERVICE CENTER 460 SOUTH 9ELRINE ROAD SUITE 422 IWill 7500- NORTH CAROLINA 120 CASCADE DRIVE CONCORD.NC 28027 .TEXAS 7303 SURLESON ROAD.SUITE 706 AUSTIN.TX 78743 IRIS IS Al NARCRRL YRNBYMEO YRRM'III,:11AIE4 RY ON SIM MESTANDIR[R9 wYYlOMMIN ME EttWLYE 11.1 ME TINDMRRO EMM IOIJECTORM 1.NOR ME,A M1 11 MINCE.MY REMOYIRN TO MY YEMEN SIGN WR YiR•IW NORMF AMY OMAN PROJECT ATTRACT ME MOVER 1ERYIRR.OF OF YW EIG O.E.ME3M,MS Nl RANY I"NODAMT M SERVI[EMO 1 X41 NORM IRE EYINIYE MOIGYY OF RW STOP DAMN,.1 tMIN)KRNOCITMS,Mt EmE DUE DILIGENCE SHEET NW ®INDUSTRIES CHASE O IDENTIFY WITH QUALITY Signage Due Diligence Worksheet P�oiecl rvame: NanaunX Isourstandafde'x4'Comhp Soon ground sign allowed]Doea it ossa to aubmil Dman to Zoning ror evProval es stsntlard onminp Boon is P�olacl Slla NomEer ll 5m Cnaw MORE: Tnemaa Mal0000 reques it'll oven permit? _ not anaw.a P•r M.Yes nrequlres ltsawn permit. AEEress/Fetid.O05c�lpllon llnle�seclion: 10 500 Mein RE Mnl111ucP,NY Cnese RE PM: Vletor^eluu - IB mare a XTll to the number sm can PF.an a SIle] 1 953 City/5lalel Zip'. asuruck NY 11952.1527 Sign Ventlor HW n in.Inpoelrlas Howsecuwon can they be Installed?(ex:as 0000858110 perm if M1e6 been Ong•permit l•reglwad. Turn Orerlo Retail'. 0]/2012010 S......00 Ln.I.e: 06124120.]6y JareE Tn amp son prime crowd Opening Dale: .1110112.1. Sgnage OO Revnec: 02109120.9 aY Ron P all arson primary Sign .tilde allow our Standard Ion or man orcin NYYssa wh.oh one NWNOP25wIIIrequIrea.0an..Byw eweneonlyallow BU Daalgper/Landlord Restrictions-completed by MDRE/PM lure as%ra')smorMe-benufptlmsrehrenro pWde Mr ell agMground sign. � ry9ruund sign allowed] Denloper/L I11uminaliaovreeMictlanelownll allovreblerglcurtum dmipn mu112isIpM1t1'SRfmmp Ue Noiri,amel lliumh^etlonleelll Soon, oWetl brNa Developer/Landlord Name Unexcelled LLC 330 Examad Rd Cutchogto NY 11935 David requirements) aIle.Muslb•Wrnnly Illuminated.Minimumsetbackis owed Schoenthal 917-028-2580 yroys Ilne.Wewlll S-from Coming Soon Ground Sign faots0e end i=xI1tionuiM a variance Nor being over an square List the sal beck requlremenM. 1aft from for Shat from prope Will LLIDevelopershow our standard S'x 4'Coming Soon ground yin paveman Ny line.whit^ever la greater) Signs allowed] Sulkifin Sign • Is mere a limit to me number we can piece on a site? no _ prototypical FS branch-Wl 11 code allow our Standard Illuminated bldg. NO 0190 vee Spec below Internal illumination is prohibited.Meet m an IStheW Developer providing uS calm mefrava vegan ofd Coming ria aianm,eckage130'hdered an front.30-Iet,mets on remaining mlemally Illuminated aign. „tin eeU net.what are me vadabbelM¢mctions(include Illuminance and at Max IS afaign5 allowed is l wag Ngn and l ground sign.Dam not Primary Ground Sign py aWxdc1an•,as am[[as custom N,measurements)? 9xce•a one..M In WWI arae for each horlasntal linen bot W such W Ii Develo((Peear/P 1o0.P-)SrM-501M-25�reHr to releroncMal9�le`aor w011wall1mrate pMeNa eipna SRell vct prom bottom aeed38m Halk,:namulmum'i calm all stand.rd oplIonsl.le mora Ihen 1 primary ground Blgn allowed] andiam an 1.12•. If not,whatare the pylon/monument restrictions?(include In-Ilne/Urban branch-whet are the exteriorwell sign miticnons Illumination restrictlonskestrall allowable sf/custom design (sign type,Including max.$lend illumination). no mqulrom•nl•. 1werta Wlndow Stan.-List all aWflorwimlow dine ra•mMlon¢, yin mina.la be mon men lOMalwintlow Citywlll notallow NLdB Is there Multl-tenantpround sign(pylon ar monument)available to no,she are m•only tanenf Including atorelronbetbach requirements. will have baa to a NL-30 and cannot be Internally Illuminated.permit .] la required or Inlaeor mounted signage and Sell count es.wall sign X over 10%ad M•window area.A variation wltl be required far Me NL 30 BYllding Sign ea me logo Ie larger man 30'and far illumination. in ny.ptIInal FS ensure-Will Deveto er/LL.11.our Standard yea ATM T.Wer-dem role count agelted int,..It a0owabi5 d.?IS yin..w�ll count agNmt allowable art.No Internet llluminanon Illumhalad bldg.sign package(36-Pefteraeton front.30•lettersets illumination allowed? allowed. an mNmng read] Dlrecnoned I Reguletary Signs If not,whet are the variaMWre ictions(Include Illumination and of la gunlantleM elrealonelend aisle gee mtria0om,a•IS bell as ona.sign requlrenswill reg rysign Pecks IIawM? no In-line l Urban branch-what are the Salvador well sign restrictions n/a IfnopwM1eterem..riable.Imsm.bOns] PermXle Mqulretlilm•yhm Chase cOpy.No permit le requirad'R)ust (sign type,Including max.Nand Illuminahon) direalonal/Inbrmecanal and under 3 aq/fl. InlmiarwhdowSigns-List all lnbnw orrendasigns restitutions, none Awnings adin ing stnafrent at beak requirements. Are indeed umina awnings Showed?.Omno ATMTation dues rola count against our overall elloweble M?la no:ym Are illuminated ewnln eallovnda --'-'— -- uhmmalonenowea? e Directional/Regulatory Signs Omer Governing Agencies Is our standard directional and regulatory sign Dackegealrowee] yin Identify Wharldnessaire agendas met could.,due was(ARE,HRS, planning/toning antl ARB PUD,etc)and Ila1 the known restdctians. Ileo[, hat am Ne veeableslreatrlcXana4 Marlena Prosem Awnings Wal is the application Drooeer antl tlminp he veteran approval 4-8 monlh9 . Will Developer/LL allow our branded ewnIn,.? yin Met are the Yemen.applicelian r= W it Onval...r/LL.11.Illuminated sworn a Mat is the llkmood of being - - ---- 9S Ym nicipelity] 0rentade varianu with role mustpravableakI Other Re smkX ng Factors: IS there a Main met will.Rett Me madense a bai Additional Comments .Wad.M ke Mgrented our pa tie once vM apply far permlXiny? Please list any additionalmmmenM TM1ie tlly will npMattraly ri'maaealamelr wtla lar any Uel MSin MstrkXone: verlsnw.Madanons w 50%approval cM1mon. IS More a condo boast or any pmera..oc.roletatl to me LandloN's Ina promrry metwouM Drombit ue from reonivla.our standard geclatiI List anyomer variable/restrictions m•tmry apply. town onties Aided]...I Comments Plus.list any w olinenal camm•nts Coda Allswemss-mmplmdbY 8lpnWndor . . Omani Info Zoning cerebellum B-BPNnesa Vicki-631-765-1002 Coming Soon Ground Slgn JL Lo CHASE Main Rd. t W 'IVEf J14NX$In.N 08-414-2 CORPORATEOFFICE 360CRIDERAVENUE MOORESTOWN.NJ08057 P-856.802.16]] F-856.8020112 R-ORIDA 2416 LANDLAKE ROAD ORLANDO.EL 32809-Tl% SERVICE CENTER 460 SOLIDI BELTLINE ROAD SURE 422 IRVING.TX]5060.NORTH CAROUNA 120 CASCADE DRIVE CONCORD NC 28022-TEXA52303 BURLESON ROAD.SUITE 706 AUSTIN.TX]8)0 MIS ISRX gX61PLLVNM6N51.0MWXB[RMm$IM.XInOVSTXIES IM n159PpmwrOPMFFII[IJsm.SMYnIFCV5I0MMM.iORnFMOkI2XMNMMIE VRF Pt.G,n$XNLRm.EaROwtt.IO MI.IXFP.IOPtlMVERCaMRMMM{OR MY OMERMWEfiMnMOVf MFWNYIFXpERM55WR 0i RM516X IX0V62RIE5.nLM.MWReI5MIX5mVMERTWSFPYIrt MpSXMI PEMnP MFfXILVNw XRgMrl0i Pw516M1 IXW51MdIX[ QXwaenve...race,Ices SURROUNDING PHOTOS NW ®INDUSTRIES IDENTIFY WITH QUALITY 06 I � � � I �PF.T41PI-q I K Ic ! CHASE Main Rd. &Bay Ave 6259 CORPORATE OFFICE 360 CRIDER AVENUE MOORESTOWN,Nf OB057 P-856.802.1677 F-856.8020411 08-414-2 RORIDA 2416 SAND LAKE ROAD ORI.ANDO.R 3NO .TEXAS SERVICE CENTER 460 50UD4 BELTIINE ROAD SURE 422 IRVING.TX 7SD60-NORTH CAROLINA 130 CASCADE DRIVE CONCORD.INC 18027-TEXAS 7301 BORLESON ROAR SUITE 706 AUSTIN,TX 78744 MM1911XOXIMMUNNNIXN pMWIX6LNMEp Ef ITM 916NIXdIf1NESp4 R11 PF0[gF0{MIME7EWLRYR tlFMFEU31pNMXMipXiXFPFmEEIXEMFDINMETl1FItOEF Il3XNLtlUItlEMOYgFG IOMIpINM316XYNU3ECRNXMWfd{PIM1 pIXFRIRpN[iW11NpUl1XElTNFEX IF9YSSIM p{XN916XIFWSIMS.RMMIOMWIX61f MIX311UIMMIpESFPN[FEtlplxW 18.1XIXIXEFYEWAYEIp6IfA13[{XWf10XIxpU3iNE3.N[ QXW 316X mpU9RIE3,�M1[ime 1 1_EBQiYT ELEVATION i/ -� , REAR ELEVATION � eruct KTa � „••. Kra a iSIDE ELEVA 1 �� 5112E ELEVATION aCNa. KTa ..�:_ T vu• KTa PROPOSED ELEVATIONS JRS ARCHITECT, P. C. '�JPMorganChase 10300 MAIN ROAD 181 East lerkho Tumplke,Mlaeola,Nr—11-24034 LM 616]181a66 fvi 51v�19iU j 1 30 West 44th Street,3rd Fbw,New YA NY 18010 n.:iD9]9�9063 ]1 t_ M ATT I T U C K, NY 9 6 T07pState Road,Pdncebe,NJ 0984a143a s,6 9060 _ . _ __ I 1 FRONT ELEVATION BAR ELEVATION � rxe. xra �� er.Wm xra / � 1_SIDE ELEVATION / ,� ` SIDE £L£yATION � seao xra "'r rxa xra ix Vihll i,Ek J - PROPOSED ELEVATIONS JRS ARCHITECT, P. C. 1 ^n 10300 MAIN ROAD 981666 1erlcho Tumplke MUreda,NYFl,50292/66 T.31619J1fi66 i ]2M2 J P Mo rga nChase 30 Weal24th StraN.3rd Fbor,NawYak NYlOQ1A 'N'.2129240093 .212-6456721 MATTITUCK, NY 07 State Road,PdmxtmNJW540-14316889066 E'J CHASE �� PRGNT ELEVATION 1 REAR ELEVATION � s^•,-- Kra < stun Kra �- ... rfi , ,es. . ., ;..�ta�, xv T�F�:jrss.... x•- '�'F">+��+av`-',' F,�A*'� •� u�T�.3'PP.�.�'. - :-�" x 'F '^ �^, a µ 1 SIDE ELEVATION r 1 SIDE ELEVATION scua Kra 'T srxm Kra PROPOSED ELEVATIONS IIS JRS ARCHITECT, P. C. 1 10300 MAIN ROAD 181Emt1aldaYem°Ike Ml"�� `"- Le,.5163961666 Fa�5163961869 JPMorganChase 30 west zam S"K gra Rm,New York,NY 10010 TM.1 113 0083 _136�s6131 MATTITUCK, NY o 707%*Road,Prl ,NJOMO- au eB6060 r_ FRONT ELEVATIONREAR ELEVATION ecxa rarw v,• ttrw SIDE ELEVATION r 1 SIDE ELEVATION scar r<rw ! � rxr krw U C5 7 PROPOSED ELEVATIONS JRS ARCHITECT, P. C. ' 181 Fast Jericho Tumpike,Mineola,NY 115012M2g .1 121 ILL 10300 MAIN ROAD ,L - JPnll01'Qa11Cha5@ �� aoWest umso-eet3rd Flow,Now Yoncrioow M ATT I T U C K, NY 707 Stale RW,Pdnceton,NJ 085401434.4 d 6098849100 N•5• RRoao j ��, � I I i I V i 4 Y I I I \ PROPOSED BANK / 6200 S.F. G.C. EL 90.20 I Jot Ank f �}� � PROPOSED 1 ` LAN25C4PE -LAN I ec.ue: ruo.m• ARCHITECTURAL SITE PLAN M JRS ARCHITECT, P.C. rye 1�Jwxho Tlmpik&k9neol%NY IMI-203 'IJPMorganChase 10300 MAIN ROAD n�24MVj*3rd ROW,Now YGZ MATTITUCK, NY K707 Stae ROA P ,NJ 3 I .c. - � , v i 2� FES.' y�,�� '�• r L J}� c , .. . . •`t � -mss.,._ �, _'s�.A .{� � }�.... � F.. 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DATE DESCRIPTION ' / t/ \ �t�i 'i J � I Ll1 E4r IYEORMPi,OR- —4- IPJ PMorganChase 11 I I � RYl3RiRLR3PRx I� ,JRS ARCHITECT, P.C. 181stlencha Tumpke Mineola YY1%120332 Wen 24M Stmet.U Roar,V Yam,W10010 70T Stele PaaE,p..tan Y108S4414U — AS SYC E 11A.11 11 IRs R r,EClI. }N I..-RING-MEN-3 OR AL'Ea RASBY OTHERS p — ARE?ROHEFEED ARCHITECTURAL SITE PLAN I O \ � 3 31GC1 3 .7 nz -FF--a IRA, 4 /V \ r4 1 L — 4 I DATE DESCRIPTION �1 �1 III 0]-24-08 ISSUED FOR REVIEW 10-09-0B FILED FOR SUBDIVISION I ISI ^ I 7I1I09 ISSUEDFOR SITE NREVIEW COMM AS PER 5/15109 COMMENTS �T x�uP III PROPOSED BANK \ DD 1 20 S.F. li Iswvs / 99.20 1 ice/ t�+14 aREV. DATE DESCRIPTION II 6 p 1) CLIENrINFONMAMN 1 WJPMorganChase IwmmnNiano e TFTUC,c N. nssz � rowN o<soum�c i � I R II� JRS ACHITECT P.C- �N m8iwastledcnoiumYike.IN'naala XX 1li01nR032 30 West 34t5 Ar.t 3.R.l.N.Rx.x 100W / T. N w YOi Slate R=.P6nnetan.X10654614]4 / -HISE DRAWINGS ARE'NS-RCMENrS OF SERVICE ANO nS Ell AAE?.E 11OPci1 Cl IFS aiLFRECr.?.0 A9NY INFiINGENErS OF ACrEiP'ION53Y]rFciS A qc�90••IBI�cO_ WING TIT_EI Ili _ DRIVEUPQUEUING CLAN I cNEcsEc 3.. F?i scicE. sr,a-=_o o F�jI,. I , � I IN - - - _ r -- = rSHRUB PLANTING DETAIL S +v _ ,v L _. WILLIAM BUDDTJOHNSON _c;-L-1"� _ LJ,MC\DOIV ITECCT HL N IT I =OLIHOLD SEh 10R6 !I9_. '/� ;;yy - vy-y �— TAN 7' U�/"} ' 29 PLANTING DETAIL y R °" `1L SAVIK&MURRAY, LLP y \ 1 4 " BAR, CONSULTING ENGINEERS r SCD 1 \ ]41L } IN 1,—SERI ui sA.". / �/ ✓ .. —�- A ER I 7011/3 OF �.;R.nP AV A - NIR_ ANS N',,- � couNCNTs. TOPSC 9 C L v 'OJm 0 - 507 CF SOL -A'-' TROR rCL r DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW SOL--_ ` 1008-08 FILED FOR SUBDIVISION p� V J-.0 2 -LOc a 711109 ISSUED FOR SITE PLAN REVIEW i8-H- AS I I AS PER SR SI09 COMMENTS _ PPP PROPOSED BANK EVERGREEN TREE PLANTING DETAIL 4,200 S.F. ' T \ F.F. EL. 9810 DDT 3-4S vwsla;is_ OI �y A A v.. -_ 5 8 3 AF 5 0' L VO s Q R Vev 31_nF55 FTpV�'Vy/ 1 41� A-11TS= - ' REV. DATE DESCRIPTION Q A JRA'M. 5 FANS V, x vA oN R'pC IEC�AN D L _s A , - S F �Ic av o •ns R -T FOR c., D .. LJ FJ it .c F1 _ 'P-- -'S Rl e 3 s 'm T- OE ER RE -_cam R 0Q[ LCI .. —► 2-Tc S TR -0 BE LA _3 AN, STAKE- P'R ._a,L 'y E. A AN- VA'eA S Tp 9c GUARAur v3-OR A ACTIO,OF CA ,EAR AGTci DUMNT NI.I.Tgw. E v '_ =A IS , <-_ - A _ I �JPMorganChase T, M A E A V T Z. A.� 'ro 414 Y'NA EA , _A A n�PNC-. VLW aRRAO,IIIN, C R..t NL 2 a_—�/ —T�— 1 3 W G A A c RR A 'u S P PP A' � 5 3 N L L 'G ! '0.All ROAD 5 SIAL_ . 0 S h RA' C _ u�• TO l0; -. TOvm O D TTOID SZ T -. .,: . -Lv _ - ><_.-- Ili JRS ARCHITECT, P.C. W. ,C - =ET 10YYm 2alt Mrnoml,SiMe Mineole.NY 11501]03 � ^ PLANT LIST 30 West]4111 SnreL 3N"Tool Mew Yak NY 1AEARA— .N {{ TO]SI Ie NaaO Pnncemn.�W OB5C6113/ z_ F A A 4,0 Z V - I _ M1r T - lED G s u.E OFSE AND �� /�• �� J/ ec : N 1 TI7 n- s c E 8D a D s G, TD. I -` \ L K 2 2 E .,NOR PI T 0.V59Y OL'��5 A A __ LANDSCAPE PLAN v - --�A ..] 2 2-T iRORA71 _� OISW-1 S'TYG A-1- _ f � I I f_ f i _ Y _ _ _ - - _ -c'V ---------------------- I __ ______ ____ _ �- �— -EC'Jx.•..al 9�'JCS:I LJ' J]3 �C\c�G JnSu/'iViS: 5.. � >/ I - n ® I � r a n'-81 —,� I �I m � P i JemeiTs. - r _-03/a' /- I DATE DESCRIPTION 1 - I 01-26-0B ISSUED FOR REVIEW im"a FILED FOR SUBDIVISION _ ,., _ I= : 711/09 ISSUED FOR SITE PLAN REVIEW �' AS PER 5/15109 COMMENTS 3.l z pi— _ _2'' i AN Y 011e s 4 d rvREV. DATE DESCRIPTION E ae AFI /1 GCF I � I I � � : cE mT mFoaenrrorv. ,-T- I � JPMorganChase l - _ �/ 'x� NEW 3Y. CXBAVN >a m� 2mJ mao,w NaG.o I- A e o- —R a e. l :z' i-G�, e J'- i - 3., NGwn Jv,Gurnou Ill 9 ;I c." � �m d F I Y g� 9 — —\ ' �J _ II� JRS ARCHITECT P.C. 1.91.E.eri JIE,Rh.b.,,ke MmFW NY11501200J2 30West21 Ar3L0Fm NIN Yok W 10010> ¢1 101 SWIG RODE RIinLGMn NI OBSAPI<N® yIc _ n I E S.A E S OFSERVICE N'J AS al.AANIT11 I101i OF .! n G E E 5 �I PLATFCRMOCONSDTRI, t. , �. ` v iEU O ARE INOIRIED C PLAN TION t I e < a OlRE M9ER. �a3CG - FIRST FLOOR U J CONSTRUCTION PLAN En= ,.�MAEA Ah c 0 9a (-B I I i I I I i I i i �lOrv.i:l 3lOGx:] -O it u � I�c� _ li Li GR I f = � C� � � � COMMEYr3 23 GATE DESCRIPTION 07-2448 ISSUED FOR REVIEW 10)"a FILED FOR SUBDIVISION C, / ( �_ e j 7/1/09 ISSUED FOR SITE PIAN REVIEW /,. .� -3 AS PER 5115109 COMMENTS �. — 2] �illll REV. DATE DESCRIPTION / d Y\ -099 = ..� I o 1 JPMorganChase 3w.NCN earvrc i t 1 i m _ ', owN of sou*No c n'CK NY 1ss2 i �II JRS ARCHITECT, P.C. 181 EestlenF.ho T=pxe.Meeda.xrlssOlX32 YG - i — — — — — — g West 2atM1 stnet 3k iloa Nex YOM.mtl001n ]Oi Stale Pond NnMon,W085G61496 vv F i 3B �`c �.T ENPP EOE. EO 5 O n50FC GE. C P 6EME 30 I ON53V O'w.E95 ARE G9M_riFJ. I - -N-7- rt' FIRSTFLOOR URNITvnrvG PLAN 1 . ' FIRST FLOOR -' FURNITURE PLAN ,a31121. 6 J O oil- o O A1.03 Adak 111M MEV PtM TROY[R ELEV. $ ®1I oII OfI EAI D/ROLf BLSFIT LME ri INKF PRBM1811D I'ET4 cd�Ioir ro eE 03 O] 03 EA3 nlllY'E DCYO[D !II RtlTILLID OT CiNOrT DJ TTMP'ET ��reill�laC'ATO SECl10N:113 9LOCR:3 LOi:3]3 r MIdT WT1 AICHITECT LON$ULTPNT$: [DAt .mT�ZLIF$ H� qY 0FT700= Q en eD e E E4 U 3] TIW3OTIO CAa� I I DIf4NaIW I%1'1 rM15N '.A• GRGDE BLIV.TO OTCHE DOTTLT'I L!DRIY2-IT TRAAD ELEV. _ 0t CybFT ppOTFL'a-•.SEE i', CML d�E06 COMMENTSDATE DESCRIPTION _ — — — gl _ — — — — — — — — — _ ji, 3 — : I I I —I— 07-24-08 ISSUED FOR REVIEW ISION KED NOTES E"�`"aTDKETNOtE 7/1109 8 FILED OR SITEPLOR AII REVIEW �t� SIDE ELEVATION (UEST) 09 SSPEDF15109C COMMENTS 112.EL YMIALT ROOT ewmcLee.CBRAMT®66liillmDVCe aNAwLc AS PER5115/09 COMMEN}5 W WTKIdCLD. [f.1}L wA.r�• Q. RED eWJxT BRICK Bm lLco-[KIefAR Caq[TO et wtwAL No i case room. �. 0. FlRMVAC 611T11Rn v .a 3Ir DLYNe!'LVTe,a•W •] /4'DEEP, R Da.1 PgIP C0.0TO BE deETB10 '. M}CLLICi WL F4. edVINIYI erL!!TRn tEXTU6.ertooTM Revlsorvs 4 T 39 29 CotAR LINE6rCNE ee. n.A6•IING TO CwYCT CAMOFT TO BUILDING,KE vNi3 REV. DATE DESCRIPTION !i. MOLLOW I'ET.OL CKR 1 TREll aE!1- I /LY1 KR PAMi ITTEA I n. 1•rALL WTM 10•rw«aTRCKE VMTL ADDIEa9 q]•O!!R ruNITlz TRCYER[u V. U EEC RICAL QlT blT DRMIN FRJVIDE CPO11FYa Y0 EN Ci [LeeouaeD DT ac.!EE rADe u wAcrwANce uxrw rwL uFro� elm.COC161!Ogee 1 IEE MT T.ABA I EII. •IM WT16COR[PATT[RI CCLpe To ILT BU 6083 REODpim�1 I !D EARRI[MT[GRdL caole} MIQY OIL11C9 En. EFa. dNT 1FE,PA I I OLgaa WN LCLd!YW t00'-MrILLICtIYL deAY. !K 6GN DT BN3N nmvloela ELECTRICAL FOYER 1 PI1UL CONNECTON E3 DT BC(11ATILL®W BACK IWL1.IIbIDE LF TCYEIU. CD, all 16LAea CIRTABWALL UIENT INFORMATION BI : �,•"'"'�• I • I En. B«REVEdL-RED MUNI Ell DO BLDG. FlCVIDE D@LECTIW EN. aKIN-N7lLE�C BFNIR REOD. TRACK AT YMbpU Kb S 31 0] 036 !n LmiMT rMTds TAR.FE JPMorganChase m — / _ _ _ ER QL EAVMNYI CCla ela.u•L.v M.s•rwICK TIXIIIRI.ICCIPAC! G0.01E•LMBTO[i' NEw BgANCH eawc 0 I V4- TO B!wTURAL ly!COLq!ADDED. IMI. V4-Y61WVE. ' Bill.CLMICL DONT-FlVVIDC VERTICAL JOINT N Gia CLNTMION MATTITUCK NY VSSE vDenCAL CWTIIOL JOINT. 0!FLIBM plOz B -MBIA-L TIW OM OF souiNOLo 1.UIMDpU I•LLLYJI Q8.LDNT BOLLm a!C!L!G allETn Q6.I W'DIA n OH CdNOFY CETYIA. I'0'-a' � �� !"� �� Qt•INTO DCP1C1eE1E M SD DMIL�AIMID>.V16 OIBLL 1 IiOM G,ICTIT Qn uIO READR JRS ARCHITECT, P.C. !Y 0E RELI@ 80lFBR[rAMT TO 1'LTCM dDJKENT W6LLA "lr '"[ '' e3m.�¢aersolRd F�LLTBeAL BIaWIlD xu+.rR1Iy reln•Irt ,,.N.�KeR>NID[�� 1 .,.6 � � � � a de«ccvleEs Ent LGYlR PmcIA FAIiL RBTNOBRD KCNn BLu[RNBM rnrin �.:ov. P4 I BlnE"81 BRI«RCVE.Y.a, 611'1:!6R!Ie AFFRTO BE 70TlD3mn4hYEDIL MIEl/F3Nl M. TO CQVNTOm!FANTmT OBBRAL CLNTRACTq! r.l..wee•u�m Fnwu•esw Ee4 TTr Cq•CR TO!'IATCII0Y.T4S EETALU'l EV GeAr. T/O Gai aTG!$• II Q3'L� Nla N a1�TbNT a1BrgLU'1 BOX W!R DC1011n aTID THESE DRAWINGS ME M$TRVMEMSCF$ERVICE AND 6Y.LF[OP-LITE NyyRV1 ZCW AGK BLUE'.ITIN` M!D RETIRI A$SUCH ASE THE PROPERTY OF JIM MCHITECT,P,L. QI _ MaT1LLATQJaTETEn.CONTACTab CCIpCR6TIGN Lf ILL3CIa, ANV INFRINGEMENTS ORKISITED NSBV OMEPS T.vL40 ELEV AHE PROHIRITEO. FNaev3m-ea-mate. rom•-m' Tr I11 1 11ene.aaaA.-un ALJnNn FANlLa'elawr aILYeR•.RDur A}m RltWN NBTALLATCN aTBTD'1.CON T ab CL'T.'RATICN OF ILLRCD, DMWING nTLE FH.TE•630-s}I-metm. ut nET�4 G 1.1-A�AJIy�o EXTERIOR ELEVATIONS HATC 'N Ao • 1 Ea 01 Ed E4 0 ED Qa Et 06 @]e Ea 01 EA [y.RIL pRlr•EDGE iR!-RNIBIID TO ILTCII ADJACENT lin — _ _ _ _ _ _ _ _ _ _ [N!ie T ftd L � T (CS DEL oMWN 9v ohre Ivmm EM. ALII•INfI CLLtlIaS TO 1•IATCu CNRAM WLLL D*CNeINN WY.1. MBTALLER a! DlTAIL 2/M01A LHEdEO BY: SCALE: P$NOLEO !tl.RlKAL CS 1a131 ReQ'11F1LGI!WNDpY Yp BINK E4NM1'Tmin IE`III.Yae EE DlT41L UA]OU E41. B X- O7• BRACNS BITOlQ7. FE aTRUCTRAL CUId AD R!R FILE N9ME: ADDrtILNN.NCR'2 NONCO!4A AIIDE�'TW«EWOBIE I PLTUCCD bCATwRY N uEu Ci OBA [CJLL MP.r-I EH. C`1FlroLQleU91tN npNlMWi 44RERDRYDLa [MIMilM . JR$NIpAGER oiNA TIYBB IDEIITFICdTICN NGNiGC(SEE p[T61L aIA30]J SHEETNIIMBER'. A2.01 KEY PVN: EAI TrtOUER¢EV.A OIII oIII oIII ^III.J1 Imo' g qs• I I I � I D sV Vn A EI E3 navMld/lD rsTx ED NBTALLEDCADST TrCaNOPT IVS7 LBE MICuaNICaL a bRCO'IMIT A MYY/AC111QR SIC TO EIYLIIp nl=t T SECTION:113 BLOCK:J LOT', 33,8 Cq•T6pyTE peeKll CAL�ID GII EM E]] !n Ds WENT WTN NCJNTECT •(V TTARA'ET ELEV. �]' m•-m• CONSULTANTS'. r- T Y I ` — tAOANLTf¢EV. �NCNICIT ELEV. il% -°.° ,• j G tµ E] � � EB \ \ \ \ \ ET 01HIEMAMTAM!'-m' T/CIDT eTCNE A OIMEWILN R6T1RMId1 E9 tlT WIDE ELEV.TO I .. pOTTQ1 GF Awl- r/Ym¢Ev. CA40R.roTRGB-KG Gb Imm'-m• CIVIL axeETe I �{ Ele N Eq tl] ESI !D ! tl8 COMMENTS: _ _ _ _ I U DATE DESCRIPTION — — — — — — — — — — — — — — — — — — — — — 07-24-08 ISSUED FOR REVIEW - - KEYNOT J 2 ❑—M 10-08-08 FILED FOR SUBDIVISION 1V T T) El. IxMILT ft'd MYEl,¢R AIMGEv d��;L 111 Q9 ISSUED FOR SITE PLAN REVIEW KIL6 W'R'•I YEATIERYGCO. AS PER 511E/09 COMMENTS E2. RED dlLCT d. N LLDD-MORTAR C0.a M Y NAIIISAL NO CO N'I•DDLD. e? mI V4-dllD KTLLD M 4 F!-W a{]/{-TO BEST IGVM,1'W a 3 M{'dAff,-ft 10 6ilTlbN D0.!RA9CIA COLA TO BE N1p1EONAL 04 SAV�SCONS TRI TEW ORE'�- M REVISIONS'. l 1 7 ul . 2.7 3 3R C A&M%1 T.rCm C 7 es rtMNNb TO COKC CUCIr TO du ONG eLL VAjm] REV DATE DESCRIPTION TrtCYCR ELIV. 4. MOLLM MULL DCCR A I!Y'BL 6011 IRI16M ILAI M1'R PAW CLLgR 0T. {'TILL WTM N-TMIIX ITRME VMTL ADORN W'e1EB ewmT [0. DAK EOI - DT CWIR N TO IR'NID!OTlNAL NO LM!CI.CL'FICMANICAL !I] ¢GCTRICAL R141111I"!NT!N PCLL1mANCG W T1 ENY.IIIRirED WIT LETOND DAl]C EOIr+dI SNOT aAY.Uy.il. g{ I E6 OOLLAp DY m lEI.DtlAL6lNT.ATOI EM CRICRIi!Dm r 1TLNA8. CI ER EFe WTM MMM PATTERN COLOR i0I'LTCM 6W 60!] R®DE.�ED OAI IN(1 l t1LAL CALdV. E] Eq. :".PAI Ac,aLm To) f6. !Po.IMII CA[T!'tlY TOK'-MTELLECiWL 6116T. G16KI BO ST EIA eKN GT 6014 IIK)VIDO!ELECTRICAL MY. iR L FNCL CLMICIIW In•-]• !e. LAL�]Y1r��AM68L-. NdDE Q tQICR). CS6 06 03 Eh De'. Ill"M REVOIL-R®6W6tl dNCK GD OLmID. cuFNT INRORMAnoN'. T.T�, AR,aIOT 11LGy. EM 61014-ILOC.ICB[IB I'll 4 In•-m lM 6qN-NO LLGG IWIR REOD. Gn 00.`LOTTl Mu-eEelROT.6NQro. OJPMorganChase TK,IW:TT IL V vl eA(L0Zx 6KlC,ea:u•L..6•Mt.v TMIOC TDRYU!:ROCIVAC! LII — Ir — �J r _ ry{•-m•V C0.Q41R•EITCTE• NEW BMNCH 6LW( COLA TO ee N.,UB.L ND cola.DDED. 'i , ii M.]/{-v 6ImOVe. E]].CWTIR1 JONT-PIOImE VERTICAL.GMT M Eft CGMINYUe 10300 MAIN ROAD dLiN'JPT ELEV.A Y$RIICAL CGNIR•"L JON. MATPTVCI(.NV 11958 tlA RIbN IDIOx pOx-vIRIT LOCATIRL rowN or saulMaD vs.ANIrt LDUAIm.Bel.I.r dlaEra tl6.OVlR¢OLL sn CANDY vnuLs. E]T.I V!'DIA 6ALVANISD IWIL rIAINRDA CLK PULL r EIOXT fYWi / EN MIO CONCRET!MM Y DLRM tltl-JL.RELIEF 6NIILR TAM TO MATCH ADJACORT OS.LU. J R S ARCHITECT, P.C. E6 EMSy IA IA IASL NATURAL ILltl.nMldl r81$Mrt IUEWJRILSTwN^Mb R141M�31,Dam-]yDyffiw 61F8`LE!M.!APIIYIVALA E]t L6YLIe IAecII IAN¢RETNCLOD KD14w lut lNleM r6mnrt uw�wBll'MO$Bel:]IIbR,RwrLMLNf100W tl TLT CbT!TQ( lAMRl6 r01! TOM •`as v e.'menwv. C]z 6TL m TO C0.VN IO Ll IANiID eY 6GRAIL fQ1iRPCTa iW iYie;Pl►sMIU0E16--8 _ tttill Ip]'.{y COLA T01'LTCN UO-l01!NRLLlCTg4L.GRAY. []].IIUNIDI IILI.TMER T161II e1lET ALM LOX OVER CQDUn lTUL THEE DEA rE VICE AND 1/6Lm ELEV. LTOIfK IT RLILD. TNESE DRAWING$ARE INSTRUMENTS OF SEMET AND E34"ITALL TIC IIY'IWI IA TOLIE•.N mID IND6. ASSUCHARETHEPROPERTYOFJRS PRCXITECTRC. IN6T1LL1TKN BTITQt CGNTALT Be6H CGl.CRITIP!Q ILLMOb. ANV NFNNGEMENTS OR ALTER4TON$BV DINERS IIK1S'630-131-DWO. ARE PROHIBITED. Cb RBEMTLIT!ALtMINM IAELS VMbSHT bt-L .DOME AO RETURN G GN EI6 3{ !6 0]T hNTPLLATIGN OysT .CLTITACT 6b C[.1PPVATIW p ILLINOIS. LYA G{ EN N E6 I E] 3 E9 E6E'tl IMpffa 630-0]I-A10. DRAWING TIRE: 036.OOICRETL Iq].paTIM DEE 6TROCIORK 8 ENTINE —_ ESE.I'ei4 feaLL ICU!-FNId81D To TO A AlOJACT uual EXTERIOR ELEVATIONS Lrl !]w nTL DINT tpr�IRE-RN16!®To natCM AD.IACen ere. tlT ��II , EAO. Eft ACCSIT BAND C0.a TO MATCH ftl 0 ACCEYICLE MM — �� (M1EKaRAL OGLdeR. E{L MLVINM (ME TOI 1" GRi1M YYYL OT CTeRIM YPLL DMVm BV: OPTS lyt]/0] 2 T METALLED 51` MAL LA{O A L{].IQVIAL TO ITOI{'FlILTT 1LLLLR WrIDOY AND OAK EOIIR•ENi CMECNED BY SCALE'. AS NOTED r.BBL .'rION MTEL LTOINY DRA DEIAL Ayp1A FILE NM1E: EN.ANE MU W LRACMG CETLND. BEE 6TI0lC11RBAL dra IDR ADDRILNA- !!a'IATKH LM.IR'T'Ip!p 1MIOC EWOdd6 I ILT'OILW IIEATMMG M LI111!Q DW 6LAB6ICR BGN rYWTMG. !K.R0.-I M TRUOO 014M DQOtl t lle.6E! E FETA 3 ORIOR JR5 NUMBER GK.IRONpO TRLb IDINIIMCATIW dfllAf>&.(6Q PETAL 1Y301) 0]rl0 SXEET NLR9Eli A2.02 44 1391 p3 :� ► s r 'l t .� RRI -lp 00 d•,� ! ! * ✓ �� ice , tl. 4f 44 * _ •� � 4 �_ lAiL `♦tis � '�i''" .,� # � :, ,a 'q.� �',�`�, s,. ,�� ' ��' t h 1 P\ 4p t Via„ r IT 1` s d x a t +i n It s• ' y- . ! ! _ - .T`1. r, t ! r r y Scale) 1' = 100' Chase, Mattltuck y . > JL t # d ` Plaza ��• ! s , -• � •.� ti 1 •f� p 1 07 404 Y �Sr�EE CHASE i ELI March 24, 2008 A r � Main Road and Bay Avenue Mattituck, NY 71. Mattituck REVISION NOTES MAR 2 8 2008 I LL CORPORATE OFFICE: 360 CRIDER AVENUE MOORESTOWN,NJ 08057 P-856.802.1677 F-856.802.0412 w .nwsigninduswiesxom l ��®INDUSTRIES FLORIDA L516SANDUXE RWD ORLANDOK32849.T% MMU CENER%O.WUIX SELnIRNEDSUM4U SSUNGi 75YW-NORT1C4WlNA I GCADEOKNE CONOMWM27.U3KAS 7301&IUBCPN D.SURF 706"nNYXmM IDENTIFY WITH QUALITY SIGNAGE DUE DILIGENCE WORKSHEET WW INDUSTRIES I IDENTIFY WITH QUALITY Signage Due Diligence Worksheet CHASE CIA Project Nome, Malfllu Ck _ __ Prow Site Number: 6259 Grass MORE: Tlld 1latanp Addr.I Legal Description I koatersdi 10300 Main Rd Ilalttttt09,NY 11951- Chirae RE PM: VkW Oahu City I St w I Zip: Mall)tuck NY Sign VeendoiC inv ids d, Tum Over to Retail: 1211512008 Signage DD Craaled: 0911M2007 by las 01 TNORIgegl Opening Data 12120120M Signage DO Revised: 91/20102007 Dy 7R09w Mahn i eveloper I Landlord Restrictions-completed by MORE General Into - Dayslom,I Landlord Name celled LLC 330 Eastwood Rd Cutchogue.NY 11935 David Schoenthal 917-626.7580 Coming Soon Ground Sign Will LL I Developer allow our standard 8 x 4'Coming Soon ground sgna allowed' <. Is Mere a limit to ted numWr we can pace on a Gita? - Is the LL'Developer providing us wile their own version of a Coming Soon sign' no Primary Ground Sign Will Devil LL allow our standard pylon or monument7 if yea.which one lex.Pa W.P-75.M-50, yes M25.ruler t rehnence guts iw al1 atMeN optdnaL If not.,hal era the pylon 1 monument re.m noes?(inclede iOumlmtlon raaVktionslov hell allowable of 1 custom design requirement Is there a Muni-tnant ground sign(pyen or monument)avetlable to ua' no,wa an the only tenant Building Sign PrototypKai PS branch-Will Develeperf LL allow our standard illuminated bldg ugh package 130- yes ttterset on front 24'ximemeb on remaining sides)? If notwhat am the varlabtslrestnNons(include illumination and of rosin clot/e,as will as custom sign • roqubsmantal. In-line 1 Urban branch-whet are the extanor well sign roshKtiona(sign type.including maxof and Na numeradonl Interior Window Signe.List all interior wkidow sgna rospitteona.including•toralrord wt bac4 nom rpuiremil ATM Topper-does Mt count against our overall allowsbt if Is illummalon allowed' m;yea Directional I Regulatory Signs Is our standard directional and migutlory sign package aiiowed' yes O not whet are Owe variabeslles/lcllom? -- Awnings W01 Developer I LL allow our branded awnings' as CHASE Main e.e r I' l i r I CORPORATEOEEICE.360 CRIDER AVENUE II01CPiDRESTCYAN.N108051 P-856.802.1177 f-85683 I8 FLORIDA 2416 SAND LAKE ROAD ORIANDO,EL 3280-TE%AIS$MACE CENTER 160 SOefIM RELTLINE ROAD SITTE 112 IWINGTx 75060-NORTH CAROLINA 120 CASCADE DRIVE CONCOR0.NC 2b27-ICEAS IND aURLESON ROAD,SUITE 706 AUSTIN Tx 78114 exlenrlionminr-I—Arse.ift—'1—ere.uenww[Ivrti I.,I'. nnlwrt Hen ervensm, nRrrarweUrra ewlnneuxeT... ...soowNuwPxPrKreuW[rvrunwmrpiuroerven rrvort[i mIrLlaxe wenn iss-1.6.....—.[isInjeisur[issmnertWINAN[eo-Usin.en nnu[mrnoran oenewe nounmee.n[ Qnuewriwne[.w.nee SIGNAGE DUE DILIGENCE WORKSHEET NW®INDUSTRIES IDENTIFY WITH QUALITY Will DevoloperLL ellov.Illunnated awnings? Yea Other Restricting Factors: la Ms.a MSP that will sltacl the outcome of us WIIg granted our suaodard package h.we apply for no pYmit ng? Lis!MSP restrictions It thane a condo boand or any oder assoc.ralabd to the Landbrd'a property deet would prohib4 n from m receiving our standard package? List any older variable r mrstricbons that may applytown codes Additional Comments Pease l5t any additional commenis • Code Allowances-completed by Sign Vendor General Info Zoning Designation Coming Soon Ground Sign Is our standard 8'x 4'Coming Soon ground sign ellowed?Does 8 require We own pe nal no la Men•tame W the number we can plow on a adN How soon can they 091netellad?lex a!fOOn a4 site parmn hew been NCVredI Primary Ground Sign IYBI code alio-om nandard pylon or monument?d yn,which ow tax'.P-100,P45,M-50,M-25,rental no M-12 compilers with cotlen to reference guide for all standard co onq. K not•Mar are me pylon I monumarlL mspnopone!(mch den Muminetion reWict Wowreil allowable al I no.24 a",one per each froa nge allowed from a PUMk street,and max height 15 h from grade custom ties,.mortmmenbl Lal In.set Iv,I renunements 1"front Pir arum Building Sign Prototypical FS Manch-Will coo allow our standard hum1nated bldg,spin package IW-latlarset on yn but see Well below • front.24"Ietternb on mmmnmg akeel? If notwhat are the varablW rntrictionrs(include illumination and at restrictions,as war n cusrom sign does nor exceed one lit"in Weal area for arch harzpWl linear bot of wen wall,min height horn requimm�ap bodom of sign to gratia a 15 It In-IWe t Urban brarch-what are the exndpr wall sign mWrwt=s(spin typeincluding max sf and no illuminadonl Inventor Window Signs-Lip all condor window signs restrictions,including store"set back yens Im not W be mon than 10%of wmtlow regmnmama. ATM Topper-doss WIa count against our overall allowable.17 Is Illumination allowed? rro Directional I Regulatory Signs Is our standard directional and regulatory sign package allowed' no It MIwhat ala the varmblevnaNCOons? mel 3 sqM Awnings CHASE Main and Bay Avenue Maddock,NY 6259 3 08-41L CORPOMTEOFHCE:3WCRIDERAVEN1-1E MOOWTOWN.NJW057 P-M6802.16P F-856WZM12 ELOPIpA 1e16lLND TAKE RWD ORIANDO,FL TEIN�TEXAS SERVICE CENTER 1W SOpTX EELTLIW RMD SVITE 113 IWING.TX 75109�NORTH CAROLINA 120 CASCADE DRIVE CONCORD NC 2eh3]-TEXAS 7303 BURLESON ROMSNTE M NUSTIN,TX 7870 �malrrxoYlnuuyruunxwnrveuturmwxx 11-1-1s..nuMmnYrMrvY[uuYuuer ...r[rnw¢evrouxmlRxxx YxYxnu¢RexummlmorxenrwenwnY1111 e1rumnORI—xierfatu[rxxwee6lYY�lenmuuvrtrxnrluunwuxn[[¢teM�nwmrornaxlYuemn,lx[ ®rveY-aniexa[Y� - SIGNAGE DUE DILIGENCE WORKSHEET NW®INDUSTRIES IDENTIFY WITH QUALITY Are branded awnings allowed? no Are illuminated awnings allowed? no Other Governing Agencies Identify other governing agencies that could override code(ARB,HIRE.PUD,etc)and list the knavn planninglzoning restrictions. Variance Process What is the application process and timing for variance approval?What are the variance application fees? 4-6 months What is the likihood of being granted a variance with this municipality? must prove hardship dditional Comments ase list any additional comments CHASE Main Road and Bay Avenue Mattiluck,NY 6259 4 084" CORPORATEOEEKB 3WCRIDEKAVENUE MOORESTOWN.NJ M57 V-856.8021617 f-856.84EIN12 HONDA U16SANOLAKEROAD OREANUOFEUB9 TEXASSERNCECENTER BWSOUTHBELTLINEROAOSUITEYll IRVING.TX75060-NORTHCgAOUNA I NCASCADEORIVE CONCORDNC1W27-TF Tru BURLESON ROAD SUITE Nc NISTIN.TX78119 Iwvnuon:o:euumlFuwlowwxBteert6 W x'Ruwa[WmRe 1u IFgxgpBEnlM orient uunlx1a11oe1m Yn U-1 wwv n wl[nnluttvWuxu weuLLw.ua¢ImYwlr oe e.cwnnounn:¢F n[ Qw'exn�wewsww OVERALL SITE PLAN - - NW ,, _ .E INDUSTRIES ` '• " IDENTIFY WITH QUALITY �R a ■ ��. lel 1.1 A r � _ I • "Ilkr� - al • � f . r � f i ♦ " a E r f , 04 dOk ` ,- A J6 Ar 6 J+ 4 . ! fi �L� CHASE Main 9.F I .:,0 .L4, , CORPORATEOFFICE:360CRIDERAVENUE MOOREAOWN,Nf08057 P-856.8021671 f-856.802.0912 FLORIFA34I65ANDLAKEROADORIANDOFL3$809-T ASSERVICECENTER1E050U1H"TLINEROPO NrtFR3 IRVING.T%75C -NORIKEAROLINA tN CASCADE DRIVE CONCORGNC 1W1T-TE S]M)8URLELONROADSHITE)%AUSTIN,T%RT0 Ixlaleyoel[IxuuFuriµeowwx[utmxxxeaxwavunix[nuupYKKV Fq.rnfuwfmuuum[vuwetxo Wnlxfmu[clxLxeoxuanvfln[f n[wlxorumomutewemunexwYlNlurtxpeuorwxnomnmmnnllmnlwxunfexmyµipunfWx�ywMlx[uaoiuwx[nuleryllmwtutx[twueuxyxnrlefveuuyw[xn[Fy[wnmunnlrtx[ ®nxwxwnel.xeyx SIGN LEGEND & LOCATION PLAN - NW INDUSTRIES IDENTIFY WITH QUALITY LEGENDSIGN WI Proposed Sign Inventory r-- • Site# # Sign Code Description 6259 1 P-25 Pylon r � 6259 2 LIF-08036 Channel Letters > 6259 3 LIF-WBO-24 Channel Letters I>� 6259 4 LIF-WBO-24 Channel Letters A� 1 6259 5 LIF-WBO-24 Channel Letters ♦ E 6259 1 6 0.5 Directional I� 6259 7 D-5 Directional 6259 8 D-5 Directional / 6259 9 D5 Directional Aw`� 6259 10 DU-13 Lane Designator II '4� 6259 11 DU-C Lane Designator 6259 12 TC-3-W Clearance Sign 6259 13 TC-P-D Handicapped sign whan ♦ _' 6259 14 TCP-C Handicapped sign n 6259 15 TC-PJ Regulatory Sign era " 6259 16 TC-PJ Regulatory Sign 6259 17 TC-P-H Regulatory Sign c� i MAW. • 1 CHASE Main Road and Bay Avenue Mattituck,NY 6259 6 08-4111 CORPORATE OFFICE:360 CRIDERAVENUE MOORESTOWN.NJ 080SJ P-85611 F-8568010113 FLORIW 3116 SAND LARE ROAD ORIANDO R I1RL9-TEXAS SERVICE CENTER 40 SOUTH 9EETUNE ROAD SUITE 433 IRVINGTX 1500-NOR1H CAROLINA 130 CASCADE DRIVE CONCORD NC 2031-TFXAS OM RLIRIESON ROMSUIIE]M AUSTINT%IBiM R.IS—I.onwRI l...T.enewtteeexllrz.,-.I..N--OR'.R—uwe In..v..n.-1—eetxorloto:o—...LaRv4xm TIR11-1.--IR 1.11 ma1 6 RV FW RI,EDRE.'..,RI6uvemJv[n ee wmvL ew—a[uvme DGURI nwmr.I.R.. oua4nrte.R, Q.—.—v[.A4 - FLOOR PLAN NW®INDUSTRIES IDENTIFY WITH QUALITY R' ,� j lob I,La•Ay� G(R SJ —O iI O Cwt 4 S as i 0 $ 04 .131 \\\ D / I/ - - III SII II,I! �I,' ,III rr IL " I 'rnen ❑`❑ eews❑ ❑ i BLCI[9 [QR' R ❑❑ eeaen El[71 CHASE Main Road and Bay Avenue Mattituck,NY 6259 7 08-4111 CORPORATEOFFICE 360CRIDERAVENUE MOORFSTOWN.Nf 0805] P-65681116]] F-8568020111 FLORIDA11165ANDlKEROADORLANDOfL)1849-iEXA55E0.NfE CENTER 1605OUTIfiELTIWE ROAOWfR1111RVING.TX 15060 NORTH GROLINA INC3 EUNI LONCORO.NCIW1]-TEi103RURUSONROADSURE]WAIISHN.TXIR111 mnnuoasYYuweuwoWwlY4wernYPuuue[Iet rt lxuvrw[_...__._.Neanuex u_r NNF<�uYuumamuelrca rtuwurrtNovwmrouvmxm M�uxNCrM[euNueMuvO�xexmva[rw[w�mevxrrterteunweveeY'wx Yewwe Y[.rwevMwOYUMrtawnuuunuvuu�Ieaen[umavurtnwanmeYwllelwmmYlY. 0wn4—e.-1 - PYLON NW®INDUSTRIES IDENTIFY WITH QUALITY • 0 N NOTE5: D/F internally iiluminated Pylon. Routed aluminum face finished MP-19891 It nickel w/fabricated letters w/ white acrylic faces and blue returns to match PM5 300 blue. Formed ACKY5TEEL 6046 Blue acrylic logo. Illuminated f vlon - P-25 Angled side light panels formed using RTM process made Scale:3/8"=P-0" from 3/16"translucent fiberglass to match blue 6046 blue acrylic.Base painted MP-18248 Dk nickel. CHASE Main Road and Bay Avenue Mattituck NY 6259 8 08-414 6E R�Rd1„ nmvDl CORPORATE0119CE30CRIDERAWNUE MO0RESTOVVN.Nf08057 P-B56801.167I F-8568050113 FLORIDA 19165PND LAKE ROAD ORLANDO FL 53809,TE SERVICE CENTER 4605OUTH KJDNE ROAD WITF,I2 IRVING.T V 75060 NORTH CAROLINA I N CASCADE DRIVE CONCORD.NC)SID7-TE 7303 BURLESON ROAq SUITE 706 AUSTIN,TX 18744 �nrerswou6mn MNeOweo Wwno[wrt6nvuww[wwRSM ter[—Ill sx[-1-1 u.I,,lw M.Ov.wo 106.1 RRE-1 wunu T—.1 TI-R61 AIRIlDari..uMwMW[nu,wMubeo[MMvom6nOxnmxasnuw6mnrtnnur6xuxverevlwufirtun n[.11R.mvwrmruRmueem[Mw[xuMMRvsxe[vanme--u 6w[gxmATIM a[ ®e Mvvqu�MtR[ty - ELEVATIONS NW®INDUSTRIES All Bilding udlmen5ion5 to be verified prior to fabrication I IDENTIFY WITN QUALITY 10 • 1 NORTH ELEVATION-NT5 8 7/ " 1/2" 5" 5"�1" 21'-03/4" 33/ " 1/2" THERMO-FORMED 1/8" ".fa`-1/2" -1/8"ARI5TECH#6046 BLUE `a 16'-1" 1'-01/ " 3'-111/4" AK15TECH#6046 BLUE �� TRANS.ACRYLIC RETURNS R3 TRANS.ACRYLIC FACES. CHEMICALLY BONDED TO FACE THERMO-FORMED 1/8" .090"ALUM.RETURN5 W/2ND SURFACE 3635-70 ARISTECH#6046 BLUE EXTERIORS FINISHED WHITE DIFFUSER FILM. TRANS.ACRYLIC FACES. W/INTERIORS NICKEL GLO5SHED FIN15 ALUM.LETTER BACK W/INTERIORS FINISHED WHITE. FINISHED TO MATCH PM5 300 W/5EMI-61-055 FINISH. 1/2"STAND-OFF 116"AR15TECH#7325 (A5 REO'D) 1/2"STAND-OFF WHITE TRANS.ACRYLIC WEEP HOLES(AS REO'D) WEEP HOLES(AS REQ'D) (A5 REQ-0) FACES W/MATTE FIN15H WEEP HOLES(AS REO'D) 0 CHANNEL LETTERS- LIF-WBO-36-s - ELEVATION OCTAGON-SIDE VIEW LETTER- SIDE VIEW SCALE:3116"= 1'0" SCALE:3116"= 1'0" SCALE:3116"= 1'0" CHASE Main•E.E and Bay Avenue Mattituck,NY 6259 908-4191 CORIO ATEOFFICE 360 CRIDERAVENUE MOOMTMN,Nj08057 P-856801.1677 F-066802091 KORIDA]•165AND IAKER DORL ..K32M-TE%AS SERVICE CENTER 10$dltNB UNE ROADSUITE 632 IWIINGT%75060-Nd HCAROIINP 120CASCADE DRIVE CONCORO.NC 2WZ7-TE 57105& USOH ROAD,SMITE706 M15TINTX 787H rxiw[upxioimiunmeuweeounmeernnrvuulwmme lx[nnrrmuormu[u[wrmuRn[ueMWuorwn[rwu<Tlumumamurlu RwrumrHrrmi6eo Rrnonwnmxxmux[nnnonoe[o ronwnowmrmtt.......wn<xrwa[[wxaxuwrlw[ria[s[rxlrwaxuauitl[rvnnyrnvx+rwruureu[u Neertwen[rxmmnuxu[wxlmwrun.u[ ®.........1. - ELEVATIONS NW®INDUSTRIES All Building dimensions to be verified prior to fabrication IDENTIFY WITH QUALITY CHASE 1 EAST ELEVATION-NTS 14'-01/2" 7.3/4. 5"\ r3/4" 1/8"AR15TECH#6046 BLUE 1/2" 5" THERMO-FORMED 1/8" 1�}E,1/2" TRANS.ACRYLIC RETURNS 10'-8 3/4" 8 1/4"I 2'-7 1/2" 2 1/4 1/2" AK15TECH#6046 BLUE 1 '� CHEMICALLY BONDED 70 FACE TRANS.ACRYLIC FACES. W/2ND SURFACE 3635-70 O WHITE DIFFUSER FILM. nun .090"ALUM.RETURNS N I EXTERIORS FINISHED .090"ALUM.LETTER BACK • MP-19891 NICKEL GL055 FINISHED TO MATCH PM5 1/8"ARISTECH#7328— THERMO-FORMED 1/8"— W/INTERIORS FINISHED WHITE. 300 W/5EMI-GLO55 FINISH. WHITE TRANS.ACRYLIC AR15TECH#6046 BLUE WEEP HOLES 3,�^STAND-OFF(A5 REQ'D) "STAND-OFF(AS REQ'D) FACES W/MATTE FIN15H TRANS.ACRYLIC FACES. (A5 REQ'D) WEEP HOLES(AS REQ-0) WEEP HOLES(AS REQ'D) ®CHANNEL LETTERS OF-WBO-24-3 IF ELEVATION OCTAGON- SIDE VIEW LETTER- SIDE VIEW SCALE:114"= 1'0" SCALE:114"= i'O" SCALE:114"= 1'0" CHASE Main Road and Bay Avenue Matftck,NY 6259 08-414 CORPORATEOFHCE 360CRIDERAVENUE HOORESTOWN.NI08057 P BS6.BWAiin 1856.BW.N11 FL00.1W][I65PND11E0.WD ORIAN00.FL1]809.11.1ER1I1E1EMEBI.MTXREDLINE 101.Slllll III IRVING1%15868-NOR]HCPAOLINA I20CASCADEDRIVE CONCOR4NC]BO]7 TFXPS]l0]BURIESONRF3Ika 1F]06AUSIIN,T%181H Mianwoucw..weMww.w[w.mwxF"wwu6[uI6-[n"xo.Iwe FOR FIR EmLa"6uMM 6w[enw6xwu FOR]RE"o"n Fxw"lxnne 0-1 6[m•.6[w1u11 1.1—1-1-M x[r.6noutlFiN.1 01-Fxx T.— — ELEVATIONS NW®INDUSTRIES All Building dimensions to be verified prior to fabrication IDENTIFY WITH QUALITY CHASE 12 WEST ELEVATION-NT5 1/8"ARI5TECH#6046 BLUE 14'-01/2" 7,3/0. THERMO-FORMED 1/8" 5" 3/4" TRANS.ACRYLIC RETURNS < 8114" 1/2 5-" ARISTECH#6046 BLUE 7y.112" CHEMICALLY BONDED TO FACE 10'-8 3/4" 7 2'-71/2" 2 V4 "'ill 111 W/21,10 SURFACE 3635-70 TRANS.ACRYLIC FACES. WHITE DIFFUSER FILM. o .090"ALUM.RETURNS � EXTERIORS FINISHED .090"ALUM.LETTER BACK MP-19891 NICKEL GLO55 FIN15HED TO MATCH PM5 1/8"ARISTECH#732 THERMO-FORMED 1/8" W/INTERIORS FINISHED WHITE. 300 W/SEMI-GLOSS FINISH. WHITE TRANS.ACRYLIC ARI5TECH#6046 BLUE WEEP HOLE5 %"STAND-OFF(AS REO'D) 'k"STAND-OFF(A5 REO'D) FACES W/MATTE FIN15H TRANS.ACRYLIC FACES. (A5 RE(XV) WEEP HOLES(AS REQ-1)) WEEP HOLES(A5 REQ'D) 0 CHANNEL LETTERS UF-WOO.24-s-ELEVATION OCTAGON-SIDE VIEW LETTER-SIDE VIEW SCALE:3/18'=/'0' SCALE:3/16'=1'0' SCALE'3176'=1'0' 31" q 1114" ki1ZLn • e3 t I •• m 1 9 N $4 f � N 47/g•• 47/8" Clearance Sian -TC-3-W /� Drive U� Lane DeSianator-DU-B ATM Drive Un Lane Deoianator-DU-C Scale:'h" P-o" = 1'-0" NOTES: NOTES: NOTE5: .125 aluminum face finished 19891 Nickel 680-10 white Routed aluminum face finished MP 19891 Nickel Routed aluminum face finished MP 19891 Nickel vinyl copy. Access band finished FMS 300 blue backed up with white plex. Slanted aluminum backed up with white plex. Slanted aluminum Font:Dli55 Bold cladding finished FM5 300 blue with attached cladding fini6hed PM5 300 blue with attached 'Chase to provide clearance height" LED unit.Font:Bliss Bold LED unit.Font:1555a Bold ai s u 11 •1.0. . 1 3 CORPORATEORFICE:3a)CRIDERAWNUE MOORESTOWN.NJ 08057 P-856801.16]1 F-856,W2N12 FLORIDA 2416 SAND LAKE ROAD ORIANOO.FL'S..-TEXASSERVICE CENTER 460 SOUTH RELTLINEROPESOITE1111WINGTX75060 NORTH CAROLINA I M CASCADE DRIVE CONCORD,NC 1802-TE 1M5WRI£SONROPD.SOITE106A TIN,TX70M mrnxnow¢IA4YAN[11[XI¢ounx¢<wrtenonpnmw[mer ik111-- -........urnm.eu--.....E ntnaE[......—Rfnxa ...... 'RL...v[uul6 ®nWINAAl Y.TII ELEVATIONS -- - NW®INDUSTRIES IDENTIFY WITH QUALITY All Building dimensions to be verified prior to fabrication CHASE ME EAST ELEVATION-NT5 14`-0 1/2" 7314 1 S" 3/4" • 1/8"ARI5TECH#6046 BLUE \ TRANS.ACRYLIC RETUPN5 81/4" 1/2" 5" THERMO-FORMED 1/8" 1 1/2" 10'-8 3/4" 1 2'-71/2" 2 1/441/2• AF15TECH#6046 BLUE —CHEMICALLY BONDED TO FACE TRAN5,ACRYLIC FACES. W/2ND 5UKFACE 3635-70 WHITE 9IFFU5ER FILM. • Q u .090"ALUM.INISHEDS EXfER10R5 FINISHED .090"ALUM.LETTER BACK MP-19891 NICKEL GLO55 FINISHED TO MATCH PM5 1/8"ARI5TECH#7328 THEKMO-FORMED 1/8" W/INTERIORS FINISHED WHITE, 300 W/5EMI-GLO55 FINISH. WHITE TRAN5.ACRYLIC AP15TECH#6046 BLUE WEEP HOLES FACES W/MA17E FINISH TRANS.ACRYLIC FACES. (A5 REQ'D) 3k"57AND-OFF(A5 kEQ'D) l STAND-OFF(AS REQ'D) WEEP HOLES(A5 kEQ'D) WEEP HOLES(AS REQ'D) ®CHANNEL LETTERS LIF-WBO-24-s- ELEVATION OCTAGON- SIDE VIEW LETTER- SIDE VIEW SCALE:114"= 1'0" SCALE:114"= 1'0" SCALE:114"= 1'0" CHASE Main Road and Bay h�NY 6259 12 CORPORATEOFFI 360CRIDERAVENUE MQORESTOWN.NIOROS) P-8560.01.1671 F-RSM20612 FLORIDA 31165ANDUKEROAD ORLANDOFL3L -iE%ASSERVICECENRR 4605001NNCFLNEROADRUBE1]3 IRVIN4TX75060-NORiXCAROLINA I NC AOEDRIVE CONCORD.NC2W27�T M7303 EDRUSONROADSURE706AVSTIN.TX19?N IT"Iu N—Lu -IFIF 011"I11 twIO n..nzneowrvn 1.n.—..000 . I.—U)M91M IPLH1..I.q mq FTV xLLV'.qMA NOOK xwvno TO ANF ommR6xuNtH.Awex 00 NOITO.1—Moq[T gw—I.IX11MUVW gWw.u twnwxMu—FOOOF rtrwemu A.—..nxY.I. ®q'.'...TO.. OF wn DIRECTIONALS NW®INDUSTRIES IDENTIFY WITH QUALITY 21" 21" 21" 8 314" lb 518" 514" 5'b" 131 13/ 3CHASE CHASE CHASE CHASE -4 CHASE ' CHASE < Drive-Up Drive-Up Drive-Up 1S Exit t Drive-Up � E,;t s Banking Banking Banking Banking Ctistomer 4- Drive-Up • • • _ m mEATM � ATM • N e <- Customer Custorn,,L Customer Customer N [ l^1Parking ParkingrParkingInParking SIDE A SIDE 5 51DE A 51DE 5 SIDE A 51DE 5 Directional -D-5o Directional -D-5e:l/i'=1' ® Directional -D-5 5cale:lh"=1'-0" 5cal -0" 5cale:W=1'-0" e3 21" 13/ " x CHASE CHASE . Drive-Up � Customer NOTES: Parking4- Drive-Up Top Portion:Aluminum face finished 19891 Nickel with L°n3 m ATM applied 3M 680-10 white reflective and 3M 580-76 N • I Lt blue reflective vinyl graphics. Bottom portion finished 4- Customer �3Parking 18248 dk nickel with applied 3M 680-10 white reflective vinyl graphite.beveled return finished FM5 300. Font:bliss bold 51DE A SIDE 5 0 Directional -D-5 5cale:%z"=1r-0" CHASE Main Road and Bay Avenue Mattituck,NY 6259 13 08-414 CORPORATE OFFICE.360 CRIDER AVENUE MOORESTOWN.NJ 08057 P-8568021677 F�856802061i FLORIDA 30.16 SAND Ill.DRLANDO,FL11B09�TEXASSERVIQQNTEA I.SWTMRELTLINE ROAD SUITE 11110.VINGT.11 NORTHrAROLINA 1V IASCAOEORIVELON[ORU,NC111(11 XAS]10]BURLESON ROPO SUITE 106 AUSlINTX 1RlH 1RUARlw61x[ ....uu[ouuv'1xv["neonx"sl6....D,"nu[numovlxoFonn[x[wmuxNm[onRemXxMML&ixlunMT[(tlxa rtvm[tl[xrMERrenrO..A...n[[W[r6xue[oruurornnrna[e[[wnw[n[wrnnnnwLLwxw•x uurlowrlee[ix rxnwxnoo[•nrmuxmoi[xn[rno[rwnevu•w[n[[uvnrrwnnwv"[uniwue[nnL n[ 0^•'"�"wrxs."[m REGULATORY SIGNS ------------ NW®INDUSTRIES IDENTIFY WITH QUALITY 147 2IV 14 147/8"2W 2W 14 2'h" N N m N 1[3 m Io m m p m Pole Reaulatory Sian rc-P-o Pole Reaulatory Sian -Tc-P-C ®®Pole Reoulatory Sian - TC-P-u Ry Pole Mounted Reaulatory Sian- TC P-H Scale: 'Fz"=1'-0" Scale:'/z"=1'-0" rr Scale: 'h"=P-0" NOTES: NOTES: 44 Bottom portion:Aluminum face finished MP 18248 dk nickel with Bottom portion:Aluminum face finl6hed MP 18248 dk nickel applied and 3M 680-10 white reflective vinyl copy.3M 680-75 blue with applied and 3M 680-10 white reflective vinyl copy. reflective vinyl square with 3M 680-10 white reflective vinyl glyph. Top portion finished Nickel MP 19891 with applied 3M 7725-10 NOTES: Top portion finished Nickel MP 19891 with applied 3M 7725-10 white and 3632-127 blue vinyl logo over 3M 7725-10 white. white and 3632-127 blue vinyl logo over 3M 7725-10 white. Triangle support finished PM5 300 blue. Bottom portion:Aluminum face finished MP 18248 dk nickel with Triangle support finished PM5 300 blue. applied and 3M 680-10 white reflective vinyl copy.3M 680-72 red reflective vinyl circle with 3M 680-10 white reflective vinyl bar. Top portion finished Nickel MP 19891 with applied 3M 7725-10 white and 3632-127 blue vinyl logo over 3M 7725-10 white. Triangle support finished PMS 300 blue. CHASE Main Road and Bay Avenue Mattiduck,NY 6259 14 08-4 CORP IUI OWICE 360CRIDERAWNUE MOORESTOWN.N108057 P 856.801167/ F-8 5 68 02 0111 FLORIW1416SAND1AKEROMORIANOQFL130.09-TE SERVICECENTERYp$OIRXWF IWROADSUITE131IRVING,TX75060-NORTH CAROLINA IM CASCADEDRIVE CONCORQNC2M7-TEXAS7M3WRLESONROAD.Sl11TEA6AIKTIN,TXIRNH Www.•xon,nnxwrvniwmenwnv[w.eow.www ww.-.iw 1.-1—1—..-R.mut[rvm[utrvwnueruMrneYetx.noa1u111u 11H.1.ux[e[wuenuaxnnoFn[oxlnonxx•n[ ®xwvw,wR.— - SURROUNDING BUSINESS PHOTOS NW®INDUSTRIES IDENTIFY WITH QUALITY THE REW BEST 6N7. _ M POUR - -. ATMUP �•�� f .� .-..� s. '"�iET��•� - 3y6 vv ffiS":pSi�3?W "E •.v. M CHASE Maln'I.E and: a':N. I CORPORATEOFPICE 360CRIDERAWNUE MOORESTOWN.NJWGSJ P-856801.16" F-8568010111 FLORIDA E1165AND W(E FIORD ORUNOOFL 3]809-TEXAS EEENCE CENTER 1605011TH BELTFINE ROAD SURE 523 IRJING T%]5CM-NORTH C kR0LINA IM CASCADE DM•E CONCOR ENC 31KlT"TEL AS 7303 WFULSON RO LESDTE]C6 M15TN.TX TiH sniHeuoniuxuwwuiwfoouvnp[u9rtonrvupximwmq.u[rtue[mmfmnnn[elumuunne[Inmeauorprvlrv[eueneuc6uegmuuW.numtnsuunneofogfomquuuxuq[eu[nonVsmfWurpwgnouaTwsxweelevnmxminuxaxvmmnmee v[neuxwwsexemaw[nornnmemew[[fun[nn[xMFWOTttw[wnw[rtealu. ®xwnnasmavew[ TTE PLAN STATUS REPORT SITE PLAN'TYPE: AMENDED NEW WITHDRAWN IMCOMPLETE A ` ZONEI: ZONE2: V /()ONE3: LOCATION: HAMLET: SCTM# 1000 -jj�_-__ > OWNER NAME: TEL#(_) APPLICANT NAME: TEL#(_) AGENT NAME: of TEL#(_) PROJECT DESCRIPTION: in G - ✓74 ) EXISTING USE: PROPOSED USE: yj , DATE BUILDING DEPARTMENT NOTICE:S/P RE UIRE Y R N ZBA APPEAL REQUIRED Y O N PRE-SUBMISSION CONFERENCE(WITHIN 30 DAYS OF WRITTEN REQUEST) NOTES: -- INFORMAL REQUEST FOR REVISIONS: APPLICATION RECEIVED DATE: / / APPLICATION PROCESS DATE: PAYMENT RECEIVED: AMOUNT RECEIVED:$ /y,�,C) —/—/— NEW SP:$500JACRE&.10/SF, AMENDED SP:$250.+,10/SF, AGRIC SP:FLAT$500 FEE AMOUNT:($ .00 X =$ )+($.10 X SF=$ )_$ ( NEW APPLICATION WORK SESSION(WITHIN 10 DAYS OF RECEIPT),PB ACCEPTE R N APPLICANT ADVISED OF NECESSARY REVISIONS (WITHIN 30 DAYS OF REVIEW) BUILDING DEPARTMENT MEEETING 100-254113 WITHIN 30 DAYS) MJ 1 ITS NOTES: REVISED SUBMISSI RECEIVED: NOTES: REFERRED A ENCIES:(WITH MAPS=W/P) STZBA_.STBDS�STC/[$�Jy_�STBT —/_/— _$TE_ SCDHSXNYSDEC_USACORPS ,NYSDOT�<,SCWA ,SCPD SCDPW ,LWRP RESPONSES NOTES — LEAD AGENCY: TosPB: _REVIEW;PART'_,PART 2_,P, T 3—SHORT EAF ,LONG BAF NOTES, — — ACTION TYPE:COORDINATED: UNCOORDINATED: REFERRED TO:SR _,STBD_,yTCj{g_ JH_ STBT �$TE (TMPE1'—NPE2'—UNLISTED: ) _�SCDHSNYBDEC_,USACO_ , UUI CWA_,SCPD_,SCDPW_ SEQRA DETERMINATION:NEG DE Y R N, APPROVALS REQUIRED: REFERRED DATE NOTES APPROVAL DATE t NOTES ARCHITECTURAL REVIEW COMMITTEE: / /Q / /__O_ LWRP COORDINATOR: no , D` /O — BUILDING DEPARTMENT CERTIFICATION: FIRE COMMISSIONERS: U TOWN ENGINEER APPROVAL: DEROF TRANSPORTATION:DOT ,DPW_, TOS_ '�p-L IN,y )�, / SUFFOLK COUNTY DEPARTMENT OF PLANNING: V, SUFFOLK COUNTY DEPT OF HEALTH;PERMR#: ff �� OPTIONAL APPROVALS: ZONING BOARD OF APPEALS:APPEAL#: BOARD OF TRUSTEE'S: NYS DEC WETLANDS/iIDAUSFOES —/—/— PLANNING BOARD DECISIONS: DENIED: APPROVED: CONDITIONAL FINAL: —/—/— ENDORSEMENT OF SITE PLAN: _-/_/_ NOTES FIELD INSPECTION FOR C/O: DISTRIBUTE APPROVED SITE PLANS TO: BUILDING DEPT—/—/_ TOWN ENG GENERAL NOTES: �aanooe r7 y I t TOWOF SOUTHOLD PLANNIOWARD SITE PLAN APPLICATION SECTION A: Site Plan Name and Location_,_ Application Date: _ Site Plan Name: JP Morgan Chase Suffolk County Tax Map #1000- 143 - 03 - 33.2 1 Other SCTM#s: NA Street Address: 10300 Main Road (Rte. 25) Hamlet: Mattxuek— Distance to nearest intersection: 133' +/- East of Marlene Lane-., Type of Site Plan: x New Amended Residential If Amended, last approval date: SECTION B: Owners/A¢ent Contact Information Please list name, mailing address, and hone number or the people below: Property Owner Unexcelled, LLC Street 330 Eastwood Road City Cutchogue State NY Zip 11935 Home Telephone 917-626-7580 Other Applicant JRs Architect, P.C. Street 181 East Jericho Turnpike City Mineola State NY Zip 11501 Home Telephone 516-294-1666 Other FAX: 516-294-1669 C Applicant's Agent or Representative: v 01 hhon5� ContactPerson(s)* Kenneth Garvin, AIA fPOrtfl "jgiFj�C✓15/QIe�.Cpry� Street 181 East Jericho Turnpike A ( )C/ / City Mineola State NY Zip 11501 Office Telephone 516-294-1666 OtherFAX: 516-294-1669 *Unless otherwise requested, correspondence will be sent only to the contact person noted here. Page 1 of 2 10/05/05 SON C: Site Data I s" Proposed construction type: 1P New Modification of Existinftructure Agricultural Change of use Property total acreage or square footage: 112,647 =/sq. ft. Site Plan build-out acreage or square footage: 31,461 a«/sq. ft. Is there an existing or proposed Sale of Development Rights on the property? Yes_No X If yes, explain: Property Zoning District(s): B - General Business & R-40 Residential Low Density Building Department Notice of Disapproval Date: 03 / 13 / 08 Is an application to the Southold Town Zoning Board of Appeals required? Yes No x If yes, have you submitted an application to the ZBA? Yes No If yes, attach a copy of the application packet. Show all uses proposed and existing. Indicate which building will have which use. If more then one use is proposed per building, indicate square footage of floor area per use. List all existing property uses: One story single family dwelling List all proposed property uses: Bank Other accessory uses: Drive-through services Existing lot coverage: % Proposed lot coverage: 28 % (Building & Pavement) Gross floor area of existing structure(s): sq. ft. Gross floor area of proposed structure(s): 4,200 sq. f t. Parking Space Data: # of existing spaces: NA # of proposed spaces: 43 Loading Berth: Yes_No_x Landscaping Details: Existing landscape coverage: NA % Proposed landscape coverage: 72. 1 % Waterfront Data: Is this property within 500" of a wetland area? Yes No If yes explain: I, the undersigned, certify that all the above information is true. Signature of Preparers Date: Page 2 of 2 io/os/os APPLK;ANT'S AFFIDAVIT i t. STATE OF NEW YORK _J COUNTY OF SUFFOLK JRS Architect, P.C. John R. Sorrenti, FAIA(Pres. eing duly Sworn, deposes andsays thathe resldes at 181 East Jericho Turnpike, Mineola In the State of New York, and that he is the owner of the above property, or that he is the President of the Corporation lSpeclfy whether Partnership or Corp (Title) ) which is hereby making application; that there are no existing structures or Improvements on the land which are not shown on the Site Plan; that the title to the entire parcel, including all rights-of-way, has been clearly established and is shown on said Plan; that no part of the Plan Infringes upon any duly filed plan which has not been abandoned both as to lots and as to roads; that he has examined all rules and regulations adopted by the Planning Board for the filing of Site Pians and will comply with same; that the J plans submitted, as approved, will not be altered or changed in any manner without the approval of the Planning Board; and that the actual physical improvements will be Installed In strict accordance with the plans submitted. Signed (Owner) ISA Signed (Pa. ner or Corpo to Officer and Itle) Sworno me this ''day of Goo�v Wotary Public) - KENNETH R.GARVIN Ik"Public,State of New Yak No.01:T7 7689 Cu11111N'ied in Nassau County CaMnlaslon Expires Nov.19,20L OWNER'S AUTHORIZATION LETTER l E CSI U H;54 Ct LL.0 fj L LG owner of the property at (name and title) (Corporation) SCTM # 1000-143-3-33.02, also known as 10300 Main Road, Mattituck, New York 11952, hereby authorize JRS Architect. PC to act as my agent and handle all necessary work involved in the building, permit and site plan review processes with the Southold Building Department and-the Southold Planning- Board. lanningBoard. C 11114� 4 Signature: Sworn before me this 1 y of 2008 Notary St p or Seat MICHELLE SEVERANCE NoMry Public,State of Now yo* No.O1SES17W44 MelNled In Suftk Courft Commission Expires 10/29/2011 glwordlchasel07200107200.let.doc JMB FORM NO. 3 NOTICE OF DISAPPROVAL DATE: March 13, 2008 TO: JRS Architect (Unexcelled LLC/Chase) 181 E. Jericho Tpke. Mineola, NY 11501 Please take notice that your application dated February 26, 2008 For permit to construct a bank building at Location of property 10300 Route 25, Mattituck,NY County Tax Map No. 1000 - Section 143 Block 3 Lot 33.2 Is returned herewith and disapproved on the following grounds: The proposed constructioajqqujKeE§Ae nlan approval from the Southold Town Planning Board. Au zed Signa e CC: file, Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. 1l MAR 1 4 2008 _ i . FORM NO. 3 �G NOTICE OF DISAPPROVAL DATE: March 13, 2008 TO: JRS Architect(Unexcelled LLC/Chase) 181 E. Jericho Tpke. Mineola,NY 11501 3 Please take notice that your application dated February 26, 2008 For permit to construct a bank building at Location of property 10300 Route 25,Mattituck,NY County Tax Map No. 1000 - Section 143 Block 3 Lot 33.2 Is returned herewith and disapproved on the following grounds: The ro osedction re uires site lana roval from the Southold Town Planning Board. k6 ignature ~- CC: file, Planning Note to Applicant: Any change or deviation to the above referenced application may require additional review from the Southold Town Building Department. • FOR INTERNAL USE ONLY• SITE PLAN USE DETERMINATION Initial Determination Date:-'3 /IO / 7, Qi. Date Sent: Project Name: L/Y'PCI�C�� c�C CJ � it d4 9 Project Address: /o 3L)c:> ziax )`"te Suffolk County Tax Map No.:1000- 10? ?3.27oning Distri Request: (Note: Copy of Building Permit Application and supporting documentation as to proposed use or uses should be submitted.) Initial Determination as to whether use is permitted: L Initial Determination as to whether site plan i uired: tQ ✓ �✓ Sig 71/specti Planning Department (P.D.) Referral: P.D. Date Received:-?) Gf Date of Comment: Comments: /t o1z 4 5, le 4 I�A v of C�.�< ?—$d-/Z 7 /e� su 6�Yc7—JJ(//1 �UI�1 . a+1,:� C^o c-r •u -¢8' �4- 743 / _a ` — s s� a+is sc o , iF 3— je .ra �xfsT // �` "`� %li�°/" 3 r ignature a i ept. ev ewer / f i� UscBrc osr�/is Fi al Determination orf/lfr ,.f� 14i-op e.5 ell Date: / x/11 74 � /7Ai Decision: Signature of Building Inspector :� File Edkt Vkew Toolbar Window Help ,. � :4µµ ..."S" ,ti �lv Ka { i+v3q .. E •. � *v NOR, to � a vu SC £x ttt` AM '°s. VL "Woo, of, mS N a.i c•av as' "3�` ,�, "`,�1 ^'"e�'�'',yt�� ta�' 4 s k s" „iSx 2 ` tus1 ilai a Lf 1 d , tN" Ga�v�a �. rpt '3,' a ��`"ta �.9' +t �.y 3' w x y a~r s to - ,n,� ta.at i lli ...` � � e �' e s i 4��ss�xz� Sya"xa r✓. �� L x4..�'k"'"5p�'m'� m � ..._. ._._.� -— _.._. __ _ ._..... Prinks the screen. �� _" Sesskpn f [24 x 8Uj Inbox Microsoft tout SeOrch Res ---- e Site Plan Aerial from the 2004 GIS System for Unexcelled, LLC Chase Manhattan Bank 10300 NYS Route 25, Mattituck SCTM 1000-143-3-33.2 7 T. Nw 101 .;I s ♦ /* i)y riC#' may.' ` •i A^ 'i. / tel, �. • s � Ilk Prepared by Bruno Semon for Southold Town Planning Board on 03/11/08 Site Plan Aerial from the 2004 GIS System for Unexcelled, LLC Chase Manhattan Bank 10300 NYS Route 25, Mattituck SCTM 1000-143-3-33.2 ./. '0� 10AV % • - 011 49F -// ♦ / ! r rl s Af ,per` v.�l : r .,� B IV I S � 1 Prepared by Bruno Semon for Southold Town Planning Board on 03/11/08 TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631)765-1802 Planning Board approval FAX: (631)765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined 120 Storm-Water Assessment Form Contact: Approved 20_ Mail to: Disapproved a/c Phone: Expiration ,20 Building Inspector APPLICATION FOR BUILDING PERMIT Date February 26 2008 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing, the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws,Ordinances or Regulations,for the construction of buildings,additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. JRS Architect, P.C. (Signature of applicant or name,if a corporation) 181 E. Jericho Tpke, Mineola, NY 11501 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Applicant is the Architect. Name of owner of premises Unexcelled, LLC 330 Eastwood Road, Cutchogue, NY 11935 (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer John R. Sorrenti, FAIA, President (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: 10300 Main Road (Rte. 25) Mattituck, NY House Number Street Hamlet County Tax Map No. 1000 Section 143 Block 3 . Lot 33.2 Subdivision :-Filed Map No. tt 9 Lot b 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Single family dwelling b. Intended use and occupancy Bank - Financial Institution - JP Morgan Chase 3. Nature of work(check which applicable):New Building Xxx Addition Alteration Repair Removal Demolition XXX Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use.Bank with drive-thru 7. Dimensions of existing structures, if any: Front 47'-0" +/- Rear 47'-0" +/- Depth 32'-6" +/- Height 21'0" +/- Number of Stories 1 Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front-60'-8" Rear 60'-8" Depth 751-81' Height 25'-10" Number of Stories 1 9. Size of lot: Front 197.06 +/- Rear 266.30' Depth 606.22' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated B-General Business & R-40-Residential 12. Does proposed construction violate any zoning law, ordinance or regulation?YES X NO 13. Will lot be re-graded? YES X NO—Will excess fill be removed from premises?YES X NO Unexcelled, LLC 330 Eastwood Road 917-626-7580 14.Names of Owner of premises AddressCutchogue,NY 11935Phone No. Name of Architect John R. Sorrenti, FAIA Addressl8lE.JerichoTpke PhoneNo516-294-1666 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO X * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: JRS Architect, P.C. COUNTY OF Nassau ) John R. Sorrenti, FAIA, President being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)Heisthe Architect/Agent (Contractor,Agent,Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swo to',-fore me this day of F200`2 Notary Public KENNETH R.GARVIN Signature of Applicant Notary Public,State of New Yo No.01GA6177689 ualified in Nassau County ission Expires Nov. 19,20 1 REQUEST FOR INFORMATION OR ASSISTANCE Date: 212010$ Name: :� �fc�t�cc.�tt'•L. Telephone: Mailing Address: 1�1 5a lencj-v �0k-c . 1'ltnt� JX V50t SCTM# of site you are inquiring about: Query: 3 (Please be specific about the information you need. Provide supporting documentation - surveys, maps, sketches - where possible.) Planning Staff will attempt to respond as quickly as the workload permits. But, depending on the questions, and the research involved to answer them, please understand that it may be several days before we can get back to you. For Office Use Only- � Routed to: HI � YV p F C".JU Tgwvn of Southold • , U�VRP CONSISTENCY ASSESSMEIIIFO __ A. INSTRUCTIONS 1. All applicants for permits* including Town of Southold agencies, shall complete this C"CAF for proposed actions that are subject to the Town of Southold Water ont consistency Review Law. his assessment is intended to supplement other information used y a Town of Southold-.agency in making a determination of consistency. *Except minor exempt Including Building"Permits and other ministerial permits not located within the Coastal Erb szon 5 . 2. Before answering the questions in Section C, the preparer of this form should review the exempt minor action list, policies and explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town) 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail listing both supporting and non supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the LWRP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net),the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# 143 _ 3 _ 33.2 PROJECT NAME JP Morgan Chase The Application has been submitted to (check appropriate response): Town Board 0 Planning Board® Building Dept. 0 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): (a) Action undertaken directly by Town agency(e.g. capital construction,planning activity, agency regulation, land transaction) (b) Financial assistance(e.g. grant, loan, subsidy) (c) Permit, approval, license,certification: Nature and extent of action: Construct new commercial building 4,200 sq. ft. for JP Morgan Chase with accessory drive—through services. �/S Location of action: •300 Main Road, Mattituck, Nerk 11952 Lf Site acreage: 2.586 acres Present land use: one story single family dwelling. Present zoning classification: B - Business & R-40 - Residential low density 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: JRs Architect, P.C. (b) Mailing address: 181 East Jericho Turnpike Mineola, New York 11501 (c) Telephone number: Area Code ( ) (516)-294-1666 (d) Application number, if any: Will the action be directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No Fx] If yes, which state or federal agency? C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III—Policies; Page 2 for evaluation criteria. R Yes [:] No n Not Applicable Jp Morgan Chase's development plan will minimize adverse effects of development by preserving open space by, maintaining a clear sense of separation between the hamlet centers and the country side as well as minimize the impact on the surrounding residential properties. Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria 0 Yes E No xx Not Applicable ��i • . . Lr In Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III —Policies Pages 6 through 7 for evaluation criteria ® Yes E No R Not Applicable JP Morgan Chase will minimize structural design components which would be discordant with existing natural scenic components and character and screen components which would detract from visual quality. They will preserve as much of the existing vegetation as possible and introduce new vegetation to enhance scenic quality. The structure will be oriented to preserve open space and provide visual organization. Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for evaluation criteria 11 Yes El No ® Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria ® Yes E No E Not Applicable The development plan will control stormwater runoff to minimize the transportation of pollutants and retain vegetation to maintain soil stabilization. In addition to using organic fertilizer to prevent any additional contamination to the existing site. Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III — Policies; Pages 22 through 32 for evaluation criteria. F Yes [1] NOR Not Applicable 3� Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. Yes E No® Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. H Yes 1:1 NoEl Not Applicable JP Morgan Chase will reduce the amount of soild waste and increase recycling of materials to the greatest extent possible. They will prevent the discharge of solid wastes into the environment by maintaining a clean site and by carting it to a proper solid waste transfer facility. PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III —Policies; Pages 38 through 46 for evaluation criteria. E Yes❑ No® Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES L/ Policy 10. Protect Southold' water-dependent uses andpromoteng of new water-dependent uses in suitable locations. See LWIWection III—Policies; Pages 47 thro 56 for evaluation criteria. ❑ Yes ❑ No R Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III—Policies; Pages 57 through 62 for evaluation criteria. 0 Yes ❑ No F Not Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III —Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No® Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No ® Not Applicable PREPARED BY Cmc TITLE�d DATE 3 S Amended on 8/1/05 s/` • 617.20 Appendix A State Environmental Quality Review FULL ENVIRONMENTAL ASSESSMENT FORM Purpose: The full EAF is designed to help applicants and agencies determine, in an orderly manner, whether a project or action may be significant. The question of whether an action may be significant is not always easy to answer. Frequently,there are aspects of a project that are subjective or unmeasurable. It is also understood that those who determine significance may have little or no formal knowledge of the environment or may not be technically expert in environmental analysis. In addition, many who have knowledge in one particular area may not be aware of the broader concerns affecting the question of significance. The full EAF is intended to provide a method whereby applicants and agencies can be assured that the determination process has been orderly, comprehensive in nature, yet Flexible enough to allow introduction of information to fit a project or action. Full EAF Components: The full EAF is comprised of three parts: Part 1: Provides objective data and information about a given project and its site. By identifying basic project data,,it assists, a reviewer in the analysis that takes place in Parts 2 and 3. Part 2: Focuses on identifying the range of possible impacts that may occur from'a project or action. It provides guidance . as to whether an impact is likely to be considered small to moderate or whether it,is apotentially-large impact. The form also identifies whether an impact can be mitigated or reduced. - Part 3: If any impact in Part 2 is identified as potentially-large, then Part 3 is used to evaluate whether or not the impact is actually important. i THIS AREA FOR LEAD AGENCY USE ONLY DETERMINATION OF SIGNIFICANCE -- Type 1 and UnlisdAetionsw ' Identify the Portions of EAF completed for this project: Part 1Part'7` MPart 3 Upon review of the information recorded on this EAF(Parts 1 and 2 and 3 if appropriate),and any other supporting information, and considering both the magnitude and importance of each impact, it is reasonably determined by the lead agency that: MA. The project will not result in any large and important impact(s) and, therefore, is one which will not have a significant impact on the environment, therefore a negative declaration will be prepared. ©B. Although the project could have a significant effect on the environment, there will not be a significant effect for this Unlisted Action because the mitigation measures described in PART 3 have been required, therefore a CONDITIONED negative declaration will be prepared.* ©C. The project may result in one or more large and important impacts that may have a significant impact on the environment, therefore a positive declaration will be prepared. *A Conditioned Negative Declaration is only valid for Unlisted Actions Name of Action Name of Lead Agency Print or Type Name of Responsible Officer in Lead Agency Title of Responsible Officer Signature of Responsible Officer in Lead Agency Signature of Preparer(If different from responsible officer) website Date Page 1 of 21 Lf PART 1--PROJECT INFORMATION Prepared by Project Sponsor NOTICE: This document is designed to assist in determining whether the action proposed may have a significant effect on the environment. Please complete the entire form, Parts A through E. Answers to these questions will be considered as part of the application for approval and may be subject to further verification and public review. Provide any additional information you believe will be needed to complete Parts 2 and 3. It is expected that completion of the full EAF will be dependent on information currently available and will not involve new studies, research or investigation. If information requiring such additional work is unavailable,so indicate and specify each instance. Name of Action JP Morgan Chase Location of Action(include Street Address,Municipality and County) 10300 Main Road(Rte.25),Mattituck,New York 11952 Town of Southold/Suffolk County Name of Applicant/Sponsor JRS Architect,P.C. Address 181 East Jericho Turnpike City/PO Mineola State New York Zip Code 11501 Business Telephone 516-294-1666 Name of Owner(if different) Unexcelled,LLC Address 330 Eastwood Road City/PO Cutchogue State New York Zip Code 11935 Business Telephone 917-626-7580 Description of Action: Construct new commercial building 4,200 sq.ft.with drive-through services for JP Morgan Chase Bank. Page 2 of 21 Please Complete Each Question--Indicate N.A. if not applicable A. SITE DESCRIPTION Physical setting of overall project, both developed and undeveloped areas. 1. Present Land Use:❑Urban ❑Industrial ❑Commercial ❑✓ Residential (suburban) ❑Rural (non-farm) ❑Forest ❑Agriculture ❑Other 2. Total acreage of project area: 2.586 acres. APPROXIMATE ACREAGE PRESENTLY AFTER COMPLETION Meadow or Brushland (Non-agricultural) acres acres Forested acres acres Agricultural (Includes orchards, cropland, pasture, etc.) acres acres Wetland (Freshwater or tidal as per Articles 24,25 of ECL) acres acres Water Surface Area acres acres Unvegetated (Rock, earth or fill) acres acres Roads, buildings and other paved surfaces acres acres Other (Indicate type) acres acres 3. What is predominant soil type(s) on project site? a. Soil drainage: ❑✓ Well drained 100%of site ❑Moderately well drained_%of site. ❑Poorly drained _% of site b. If any agricultural land is involved, how many acres of soil are classified within soil group 1 through 4 of the NYS Land Classification System? acres (see 1 NYCRR 370). 4. Are there bedrock outcroppings on project site? ❑ Yes F1 No a. What is depth to bedrock (in feet) 5. Approximate percentage of proposed project site with slopes: ❑0-10% 100% ❑10- 15%_% ❑ 15% or greater_% 6. Is project substantialiv contiguous to, or contain a building, site, or district, listed on the State or National Registers of Historic Places? Yes ❑E No 7. Is project substantially contiguous to a site listed on the Register of National Natural Landmarks? ❑Yes FINo B. What is the depth of the water table? 13 (in feet) g. Is site located over a primary, principal, or sole source aquifer? [71 Yes ❑N No 10. Do hunting, fishing or shell fishing opportunities presently exist in the project area? ❑Yes El No Page 3 of 21 11. Does project site contain any species of plant or animal life that is identified as threatened or endangered? ❑Yes ❑� No According to: Identify each species: 12. Are there any unique or unusual land forms on the project site?(i.e., cliffs, dunes, other geological formations? QYes F!]No Describe: 13. Is the project site presently used by the community or neighborhood as an open space or recreation area? rl Yes FEW If es, explain: 14. Does the present site include scenic views known to be important to the community? 1:1Yes EINo 15. Streams within or contiguous to project area: NA a. Name of Stream and name of River to which it is tributary NA 16. Lakes, ponds, wetland areas within or contiguous to project area: NA b. Size (in acres): NA Page 4 of 21 0 17. Is the site served by existing public utilities? R Yes r No a. If YES, does sufficient capacity exist to allow connection? Yes O No b. If YES, will improvements be necessary to allow connection? rolYes RNo 18. Is the site located inan agricultural district certified pursuant to Agriculture and Markets Law, Article 25-AA, Section 303 and 304? ff es 17. No 19. Is the site located in or substantial) contiguous to a Critical Environmental Area designated pursuant to Article 8 of the ECL, and 6 NYCRR 617? ❑Yes Li No 20. Has the site ever been used for the disposal of solid or hazardous wastes? Yes ©i No B. Project Description 1. Physical dimensions and scale of project (fill in dimensions as appropriate). a. Total contiguous acreage owned or controlled by project sponsor: 2.586 acres. b. Project acreage to be developed: 1.08 acres initially; 1.08 acres ultimately. c. Project acreage to remain undeveloped: 1.506 acres. d. Length of project, in miles: NA (if appropriate) e. If the project is an expansion, indicate percent of expansion proposed. NA % f. Number of off-street parking spaces existing proposed 43 g. Maximum vehicular trips generated per hour: 10 (upon completion of project)? In. If residential: Number and type of housing units: One Family Two Family Multiple Family Condominium Initially Ultimately i. Dimensions (in feet) of largest proposed structure: 25'-10" height; 60'-8" width; 75'-8" length. j. Linear feet of frontage along a public thoroughfare project will occupy is? 197.06 ft. 2. How much natural material (i.e. rock, earth, etc.)will be removed from the site? 0 tons/cubic yards. 3. Will disturbed areas be reclaimed nYes rNo ❑� N/A a. If yes, for what intended purpose is the site being reclaimed? b. Will topsoil be stockpiled for reclamation? RYes ❑ No c. Will upper subsoil be stockpiled for reclamation? ❑Yes ❑ No 4, How many acres of vegetation (trees, shrubs, ground covers)will be removed from site? 0.3 acres. Page 5 of 21 • 5. Will any mature forest (over 100 years old) or other locally-important vegetation be removed by this project? ❑Yes ❑ No 6. If single phase project: Anticipated period of construction: 6 months, (including demolition) 7. If multi-phased: a. Total number of phases anticipated (number) b. Anticipated date of commencement phase 1: month year, (including demolition) c. Approximate completion date of final phase: month year. d. Is phase 1 functionally dependent on subsequent phases? ❑ Yes ❑ No 8. Will blasting occur during construction? ❑Yes ❑. No 9. Number of jobs generated: during construction 35 ; after project is complete 10 10. Number of jobs eliminated by this project 5 11, Will project require relocation of any projects or facilities? ❑Yes ❑No If yes, explain: 12. Is surface liquid waste disposal involved? ❑Yes ❑. No a. If yes, indicate type of waste (sewage, industrial, etc) and amount b. Name of water body into which effluent will be discharged 13. Is subsurface liquid waste disposal involved? ❑Yes ❑No Type Sanitary 14. Will surface area of an existing water body increase or decrease by proposal? ❑Yes❑No If yes, explain: 15. Is project or any portion of project located in a 100 year flood plain? ❑Yes ❑' No 16. Will the project generate solid waste? ❑' Yes ❑No a. If yes, what is the amount per month? 1.5 tons b. If yes, will an existing solid waste facility be used? ❑Yes ❑No c. If yes, give name Local Carter a ; location d. Will any wastes not go into a sewage disposal system or into a sanitary landfill? ❑Yes ❑� No Page 6 of 21 40 LAI e. If yes, explain: 17. Will the project involve the disposal of solid waste? ❑Yes ❑� No a. If yes, what is the anticipated rate of disposal? tons/month. b. If yes, what is the anticipated site life? years. 18. Will project use herbicides or pesticides? ❑Yes ❑. No 19. Will project routinely produce odors (more than one hour per day)? ❑Yes F]No 20. Will project produce operating noise exceeding the local ambient noise levels? ❑Yes RNo 21. Will project result in an increase in energy use? ❑Yes O No If yes, indicate type(s) 22. If water supply is from wells, indicate pumping capacity gallons/minute. 23. Total anticipated water usage per day 250 gallons/day. 24. Does project involve Local, State or Federal funding? ❑Yes ❑M No If yes, explain: Page 7 of 21 25. Approvals Required: Type Submittal Date City, Town, Village Board ❑Yes ❑No Site Plan Approval City, Town, Village Planning Board ❑Yes ❑ No Planning Board Approval City, Town Zoning Board ❑Yes ❑ No Suffolk County Department City, County Health Department ❑Yes ❑ No of Health Approval Architectural Review Other Local Agencies ❑� Yes ❑ No Committee Approval Other Regional Agencies ❑Yes ❑ No New York State State Agencies El 17No Department of Transportation DEC Spdes Permit Federal Agencies ❑� Yes ❑No C. Zoning and Planning Information 1. Does proposed action involve a planning or zoning decision? r7MYes ❑ No If Yes, indicate decision required: ❑ Zoning amendment ❑ Zoning variance ❑ New/revision of master plan ❑ Subdivision MSite plan ❑ Special use permit ❑Resource management plan ❑ Other Page 8 of 21 2. What is the zoning classification(s) of the site? B-General Business&R-40 Residential low density 3. What is the maximum potential development of the site if developed as permitted by the present zoning? 30% 4. What is the proposed zoning of the site? Same as#2 5. What is the maximum potential development of the site if developed as permitted by the proposed zoning? Same as#3 6. Is the proposed action consistent with the recommended uses in adopted local land use plans? Yes ©No 7. What are the predominant land use(s) and zoning classifications within a ''/4 mile radius of proposed action? B-General Business&R-40 Residential low density Retail Office Shopping center assembly 8. Is the proposed action compatible with adjoining/surrounding land uses with a Y4 mile? rMlYes ❑No 9. If the proposed action is the subdivision of land, how many lots are proposed? NA a. What is the minimum lot size proposed? Page 9 of 21 10. Will proposed action require any authorization(s) for the formation of sewer or water districts? ❑ Yes E No 11. Will the proposed action create a demand for any community provided services (recreation, education, police, fire protection? El Yes ❑M No a. If yes, is existing capacity sufficient to handle projected demand? ❑Yes ❑No 12. Will the proposed action result in the generation of traffic significantly above present levels? ❑Yes El No a. If yes, is the existing road network adequate to handle the additional traffic. ❑Yes ❑No D. Informational Details Attach any additional information as may be needed to clarify your project. If there are or may be any adverse impacts associated with your proposal, please discuss such impacts and the measures which you propose to mitigate or avoid them. E. Verification I certify that the information provided above is true to the best of my knowledge. Applicant/Sponsor Name JRS Architect,P.(C. Date 3/14/08 Signature L=�c.C, Title z v�,.�ew� If the action is in the Coastal Area, and you are a state agency, complete the Coastal Assessment Form before proceeding with this assessment. Page 10 of 21 0 0 ' G y PART 2 -PROJECT IMPACTS AND THEIR MAGNITUDE Responsibility of Lead Agency General Information(Read Carefully) I In completing the form the reviewer should be guided by the question: Have my responses and determinations been reasonable? The reviewer is not expected to be an expert environmental analyst. ! The Examples provided are to assist the reviewer by showing types of impacts and wherever possible the threshold of magnitude that would trigger a response in column 2. The examples are generally applicable throughout the State and for most situations. But, for any specific project or site other examples and/or lower thresholds may be appropriate for a Potential Large Impact response,thus requiring evaluation in Part 3. The impacts of each project,on each site, in each locality,will vary. Therefore,the examples are illustrative and have been offered as guidance. They do not constitute an exhaustive list of impacts and thresholds to answer each question. ! The number of examples per question does not indicate the importance of each question. ! In identifying impacts,consider long term,short term and cumulative effects. Instructions (Read carefully) a. Answer each of the 20 questions in PART 2. Answer Yes if there will be any impact. b. Maybe answers should be considered as Yes answers. C. If answering Yes to a question then check the appropriate box(column 1 or 2)to indicate the potential size of the impact. If impact threshold equals or exceeds any example provided, check column 2. If impact will occur but threshold is lower than example,check column 1. d. Identifying that an Impactwill be potentially large(column 2)does not mean that it is also necessarily significant. Any large impact must be evaluated in PART 3 to determine significance. Identifying an impact in column 2 simply asks that it be looked at further. e. If reviewer has doubt about size of the impact then consider the impact as potentially large and proceed to PART 3. f. If a potentially large impact checked in column 2 can be mitigated by change(s)in the project to a small to moderate impact,also check the Yes box in column 3. A No response indicates that such a reduction is not possible. This must be explained in Part 3. 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change Impact on Land 1. Will the Proposed Action result in a physical change to the project site? NO YES ❑ Examples that would apply to column 2 • Any construction on slopes of 15%or greater, (15 foot 17 Yes E]No rise per 100 foot of length), or where the general slopes in the project area exceed 10%. • Construction on land where the depth to the water table © M Yes [7 No is less than 3 feet. • Construction of paved parking area for 1,000 or more E] ❑ Yes QNo vehicles. Construction on land where bedrock is exposed or M Yes [:]No generally within 3 feet of existing ground surface. • Construction that will continue for more than 1 year or ❑ Yes QNo involve more than one phase or stage. • Excavation for mining purposes that would remove M 11 ❑ Yes [--]No more than 1,000 tons of natural material(i.e., rock or soil)per year. Page 11 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Construction or expansion of a santary landfill. ❑ ❑ [7]Yes [:]No Construction in a designated floodway. ❑ ❑ ❑Yes ❑No Other impacts: ❑ ❑ ❑Yes ❑No 2. Will there be an effect to any unique or unusual land forms found on the site?(i.e.,cliffs,dunes,geological formations,etc.) 1:1 NO ❑YES Specific land forms: ❑ ❑ ❑Yes [:]No Impact on Water 3. Will Proposed Action affect any water body designated as protected? (Under Articles 15,24,25 of the Environmental Conservation Law, ECL) ❑NO ❑YES Examples that would apply to column 2 • Developable area of site contains a protected water body. ❑ ❑ ❑Yes ❑No • Dredging more than 100 cubic yards of material from channel of ❑ ❑ ❑Yes ❑No a protected stream. • Extension of utility distribution facilities through a protected water ❑ ❑ ❑Yes ❑No body. • Construction in a designated freshwater or tidal wetland. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ ❑Yes ❑No 4. Will Proposed Action affect any non-protected existing or new body of water? ❑NO ❑YES Examples that would apply to column 2 • A 10%increase or decrease in the surface area of any body of ❑ ❑ ❑Yes ❑No water or more than a 10 acre increase or decrease. • Construction of a body of water that exceeds 10 acres of surface ❑ ❑ ❑Yes ❑No area. • Other impacts: ❑ ❑ ❑Yes ❑No Page 12 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 5. Will Proposed Action affect surface or groundwater quality or quantity? 1:1 NO YES Examples that would apply to column 2 • Proposed Action will require a discharge permit. ❑ ❑ ❑Yes ❑No • Proposed Action requires use of a source of water that does not ❑ ❑ El Yes ❑No have approval to serve proposed(project)action. • Proposed Action requires water supply from wells with greater ❑ ❑ ❑Yes ❑No than 45 gallons per minute pumping capacity. • Construction or operation causing any contamination of a water ❑ © ❑Yes ❑No supply system. • Proposed Action will adversely affect groundwater. ❑ ❑ ❑Yes ❑No • Liquid effluent will be conveyed off the site to facilities which ❑ ❑ ❑Yes ❑No presently do not exist or have inadequate capacity. • Proposed Action would use water in excess of 20,000 gallons ❑ ❑ ❑Yes ❑No per day. • Proposed Action will likely cause siltation or other discharge into ❑ ❑ ❑Yes ❑No an existing body of water to the extent that there will be an obvious visual contrast to natural conditions. • Proposed Action will require the storage of petroleum or ❑ ❑ ❑Yes ❑No chemical products greater than 1,100 gallons. • Proposed Action will allow residential uses in areas without ❑ ❑ ❑Yes ❑No water and/or sewer services. • Proposed Action locates commercial and/or industrial uses ❑ ❑ ❑Yes ❑No which may require new or expansion of existing waste treatment and/or storage facilities. • Other impacts: ❑ ❑ []Yes ❑No Page 13 of 21 t� 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change 6. Will Proposed Action alter drainage flow or patterns, or surface water runoff? ❑NO r7 YES Examples that would apply to column 2 • Proposed Action would change flood water flows ❑ ❑ —]Yes ❑No • Proposed Action may cause substantial erosion. ❑ ❑ ❑Yes [:]No • Proposed Action is incompatible with existing drainage patterns. ❑ ❑ ❑Yes ❑No • Proposed Action will allow development in a designated ❑ ❑ ❑Yes [7]No floodway. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AIR 7. Will Proposed Action affect air quality? [:]NO r7 YES Examples that would apply to column 2 • Proposed Action will induce 1,000 or more vehicle trips in any ❑ ❑ ❑Yes []No given hour. • Proposed Action will result in the incineration of more than 1 ton ❑ ❑ El Yes ❑No of refuse per hour. • Emission rate of total contaminants will exceed 5lbs. per hour ❑ ❑ [--]Yes ❑No or a heat source producing more than 10 million BTU's per hour. • Proposed Action will allow an increase in the amount of land ❑ ❑ ❑Yes ❑No committed to industrial use. • Proposed Action will allow an increase in the density of ❑ ❑ ❑Yes ❑No industrial development within existing industrial areas. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON PLANTS AND ANIMALS 8. Will Proposed Action affect any threatened or endangered species? ❑NO ❑YES Examples that would apply to column 2 • Reduction of one or more species listed on the New York or ❑ ❑ []Yes ❑No Federal list, using the site, over or near the site, or found on the site. Page 14 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Removal of any portion of a critical or significant wildlife habitat. ❑ ❑ ❑Yes ❑No • Application of pesticide or herbicide more than twice a year, ❑ ❑ ❑Yes ❑No other than for agricultural purposes. • Other impacts: © ❑ ❑Yes ❑No g. Will Proposed Action substantially affect non-threatened or non- endangered species? ❑NO ❑YES Examples that would apply to column 2 • Proposed Action would substantially interfere with any resident ❑ ❑ ❑Yes []No or migratory fish, shellfish or wildlife species. • Proposed Action requires the removal of more than 10 acres of ❑ © ❑Yes [:]No mature forest(over 100 years of age)or other locally important vegetation. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AGRICULTURAL LAND RESOURCES 10. Will Proposed Action affect agricultural land resources? ❑NO ❑YES Examples that would apply to column 2 • The Proposed Action would sever,cross or limit access to ❑ ❑ ❑Yes ❑No agricultural land(includes cropland, hayfields, pasture,vineyard, orchard,etc.) • Construction activity would excavate or compact the soil profile of ❑ ❑ ❑Yes []No agricultural land. • The Proposed Action would irreversibly convert more than 10 ❑ ❑ ❑Yes ❑No acres of agricultural land or,if located in an Agricultural District, more than 2.5 acres of agricultural land. Page 15 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • The Proposed Action would disrupt or prevent installation of ❑ © ❑Yes ❑No agricultural land management systems(e.g., subsurface drain lines,outlet ditches,strip cropping);or create a need for such measures(e.g.cause a farm field to drain poorly due to increased runoff). • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON AESTHETIC RESOURCES 11. Will Proposed Action affect aesthetic resources?(If necessary,use the Visual EAF Addendum in Section 617.20,Appendix B.) ❑NO ❑YES Examples that would apply to column 2 • Proposed land uses,or project components obviously different ❑ ❑ []Yes []No from or in sharp contrast to current surrounding land use patterns,whether man-made or natural. • Proposed land uses,or project components visible to users of ❑ ❑ ❑Yes ❑No aesthetic resources which will eliminate or significantly reduce their enjoyment of the aesthetic qualities of that resource. • Project components that will result in the elimination or ❑ ❑ ❑Yes []No significant screening of scenic views known to be important to the area. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON HISTORIC AND ARCHAEOLOGICAL RESOURCES 12, Wil Proposed Action impact any site or structure of historic, prehistoric or paleontological importance? ❑NO r7 YES Examples that would apply to column 2 • Proposed Action occurring wholly or partially within or ❑ ❑ ❑Yes ❑ No substantially contiguous to any facility or site listed on the State or National Register of historic places. • Any impact to an archaeological site or fossil bed located within ❑ ❑ ❑Yes []No the project site. • Proposed Action will occur in an area designated as sensitive ❑ ❑ ❑Yes ❑ No for archaeological sites on the NYS Site Inventory. Page 16 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON OPEN SPACE AND RECREATION 13. Will proposed Action affect the quantity or quality of existing or future open spaces or recreational opportunities? ❑ NO F1YES Examples that would apply to column 2 • The permanent foreclosure of a future recreational opportunity. ❑ ❑ [—]Yes [—]No A major reduction of an open space important to the community. ❑ ❑ []Yes ❑No Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON CRITICAL ENVIRONMENTAL AREAS 14. Will Proposed Action impact the exceptional or unique characteristics of a critical environmental area(CEA)established pursuant to subdivision 6NYCRR 617.14(g)? 1:1 NO F1 YES List the environmental characteristics that caused the designation of the CEA. Examples that would apply to column 2 • Proposed Action to locate within the CEA? ❑ ❑ ❑Yes [:]No • Proposed Action will result in a reduction in the quantity of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will result in a reduction in the quality of the ❑ ❑ ❑Yes ❑No resource? • Proposed Action will impact the use,function or enjoyment of the ❑ ❑ ❑Yes ❑No resource? • Other impacts: ❑ ❑ ❑Yes [:]No Page 17 of 21 _ lP • 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON TRANSPORTATION 15. Will there be an effect to existing transportation systems? ❑NO rl YES Examples that would apply to column 2 • Alteration of present patterns of movement of people and/or ❑ ❑ ❑Yes []No goods. • Proposed Action will result in major traffic problems. ❑ ❑ ❑Yes []No • Other impacts: ❑ ❑ []Yes ❑No IMPACT ON ENERGY 16. Will Proposed Action affect the community's sources of fuel or energy supply? []NO DYES Examples that would apply to column 2 • Proposed Action will cause a greater than 5%increase in the ❑ ❑ []Yes []No use of any form of energy in the municipality. • Proposed Action will require the creation or extension of an ❑ ❑ []Yes ❑No energy transmission or supply system to serve more than 50 single or two family residences or to serve a major commercial or industrial use. • Other impacts: ❑ ❑ []Yes [:]No NOISE AND ODOR IMPACT 17. Will there be objectionable odors, noise, or vibration as a result of the Proposed Action? ❑NO []YES Examples that would apply to column 2 • Blasting within 1,500 feet of a hospital, school or other sensitive ❑ ❑ ❑Yes ❑No facility. • Odors will occur routinely(more than one hour per day). ❑ ❑ ❑Yes ❑No • Proposed Action will produce operating noise exceeding the ❑ ❑ ❑Yes ❑No local ambient noise levels for noise outside of structures. • Proposed Action will remove natural barriers that would act as a ❑ ❑ ❑Yes ❑No noise screen. • Other impacts: ❑ ❑ []Yes ❑No Page 18 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change IMPACT ON PUBLIC HEALTH 18. Will Proposed Action affect public health and safety? ❑NO ❑YES • Proposed Action may cause a risk of explosion or release of ❑ ❑ ❑Yes ❑No hazardous substances(i.e. oil, pesticides, chemicals, radiation, etc.)in the event of accident or upset conditions,or there may be a chronic low level discharge or emission. • Proposed Action may result in the burial of"hazardous wastes" ❑ ❑ ❑Yes ❑No in any form(i.e.toxic,poisonous, highly reactive, radioactive, irritating, infectious,etc.) • Storage facilities for one million or more gallons of liquefied ❑ ❑ ❑Yes ❑No natural gas or other flammable liquids. • Proposed Action may result in the excavation or other ❑ ❑ ❑Yes ❑No disturbance within 2,000 feet of a site used for the disposal of solid or hazardous waste. • Other impacts: ❑ ❑ ❑Yes ❑No IMPACT ON GROIAITH AND CHARACTER OF COMMUNITY OR NEIGHBORHOOD 19. Will Proposed Action affect the character of the existing community? NO ❑YES Examples that would apply to column 2 • The permanent population of the city,town or village in which the ❑ ❑ ❑Yes ❑No project is located is likely to grow by more than 5%. • The municipal budget for capital expenditures or operating ❑ ❑ ❑Yes ❑No services will increase by more than 5%per year as a result of this project. • Proposed Action will conflict with officially adopted plans or ❑ ❑ ❑Yes [:]No goals. • Proposed Action will cause a change in the density of land use. ❑ ❑ ❑Yes ❑No Proposed Action will replace or eliminate existing facilities, ❑ ❑ ❑Yes ❑No structures or areas of historic importance to the community. • Development will create a demand for additional community ❑ ❑ ❑Yes 1:1 No services(e.g. schools,police and fire,etc.) Page 19 of 21 1 2 3 Small to Potential Can Impact Be Moderate Large Mitigated by Impact Impact Project Change • Proposed Action will set an important precedent for future ❑ ❑ ❑Yes ❑No projects. • Proposed Action will create or eliminate employment. ❑ ❑ ❑Yes ❑No • Other impacts: ❑ ❑ Dyes ❑No 20. Is there,or is there likely to be, public controversy related to potential adverse environment impacts? ❑NO ©YES If Any Action in Part 2 Is Identified as a Potential Large Impact or If you Cannot Determine the Magnitude of Impact, Proceed to Part 3 Page 20 of 21 0 Lf Part 3 - EVALUATION OF THE IMPORTANCE OF IMPACTS Responsibility of Lead Agency Part 3 must be prepared if one or more impact(s)is considered to be potentially large,even if the impact(s)may be mitigated. Instructions (If you need more space, attach additional sheets) Discuss the following for each impact identified in Column 2 of Part 2: 1. Briefly describe the impact. 2. Describe(if applicable)how the impact could be mitigated or reduced to a small to moderate impact by project change(s). 3. Based on the information available, decide if it is reasonable to conclude that this impact is important. To answer the question of importance, consider: I The probability of the impact occurring 1 The duration of the impact 1 Its irreversibility, including permanently lost resources of value I Whether the impact can or will be controlled 1 The regional consequence of the impact 1 Its potential divergence from local needs and goals 1 Whether known objections to the project relate to this impact. Page 21 of 21 • MAILING ADDRESS: PLANNING BOARD MEMBERSO f SOG P.O. Box 1179 JERILYN B.WOODHOUSE �0�� TiyO� Southold, NY 11971 Chair y OFFICE LOCATION: KENNETH L.EDWARDS '! Town Hall Annex MARTIN H.SIDOR H 54375 State Route 25 GEORGE D.SOLOMON �O (cor. Main Rd. &Youngs Ave.) JOSEPH L. TOWNSEND _O� Southold, NY n 1, Telephone: 631 765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Accounting From: Planning Department Date: March 31, 2008 Re: Checks Enclosed herewith are the checks listed. Please return a receipt to us. Thank you. Applicant/Project Tax Map # Amount Check Name & Type Date/No. JPM Chase Bank-S-hold 61-4-1 $1,878 3/25/08 -24860 JPM Chase Bank-M-tuck 143-3-33.2 $1,920 3/25/08 -24859 LR Enc(s). 200_1 Op iIIc, 191'nc 'Vo III Ronkonkoma NlII?79 ATLANTICTRAFFIC h W 7_,II &DESIGN ENGINEERS,INC. lrari i<.<I,n, TRAFFIC IMPACT ANALYSIS FOR JP MORGAN CHASE BANK , N . A . ----------------- PROPOSED CHASE BANK WITH DRIVE-THRU SERVICE SECTION 143, BLOCK 3, LOT 33.2 • 10300 MAIN ROAD (NYS RT. 25) MATTITUCK, TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK 11952 LIP `7CHARLES D. OL VO, P.E., PTOE NY ense No. 087356 - O�C - 8 FRANk A. F OT , . . •. PROJECT-LPNGINEER Revised December 4, 2009 _ November 5, 2009 AIDE Project No. AN09026 N:\2009\AN0%26\Repose\AN09026TIA,,v 12-04-09.doc\FF/em Other Office Location: 35 TFCIINOLOGY I WARREN, NEW JERSEY 07059 908.769.5588 i'u:vrlc 11:,vNsrOr,l,.u1>� I r.ING, Slrl_ PLANNING & ROAt)WAN DESIGN COvSUE I:AyFS ._,::.danlu IE.111 iI .1om . INTRODUCTION Atlantic Traffic & Design Engineers, Inc. (ATDE) has prepared this analysis to examine the future traffic impact of the proposed Chase Bank with drive-thru service. This document is intended to address the typical traffic analysis requirements of the New York State Department of Transportation (NYSDOT) and Town of Southold. The subject site is located along Main Road (NYS Rt. 25), approximately 300 feet east of Marlene Lane in Mattituck, Town of Southold, Suffolk County,New York, as shown in appended Figure 1. The property is currently a vacant lot. The proposed development involves the construction of a new 4,200 square foot Chase Bank with drive-thru service. The future access configuration proposes a full-movement driveway along Main Road (NYS Rt. 25) aligned with the existing shopping center driveway. In addition, a westbound left-turn lane is proposed to accommodate the westbound ingress movement to the Chase Bank. The New York State Department of Transportation (NYSDOT) issued its approval of the application and site access plan on August 4, 2008, and based on recent discussions with the . NYSDOT Permit Engineer, this approval remains valid to date. This study identifies the nature of site traffic increases, which could potentially occur as a result of the construction of the proposed Chase Bank. Additionally, this study addresses the ability of the site to safely and efficiently accommodate the anticipated traffic demand. This analysis therefore includes the following elements: • A review of the existing roadway conditions and traffic volumes in the vicinity of the site; • Projection of the traffic volumes expected to be generated by the Chase Bank with drive-thru service, including an identification of the traffic drawn from the adjacent traffic stream and identification of"new" traffic to the area; • An analysis of existing and future roadway and site driveway operations; • A review of the Site Plan focusing on the proposed site access, parking layout, and circulation patterns; and • Recommendations and conclusions. ATLANTIC TRAFFIC PAGE 1 &DESIGN ENGINEERS,INC • 2009 EXISTING CONDITIONS The subject site is located along Main Road (NYS Rt. 25), approximately 300 feet east of Marlene Lane in Mattituck, Town of Southold, Suffolk County, New York, as shown in appended Figure 1. The property is currently a vacant lot. The subject property is designated as Section 143, Block 3, Lot 33.2 and has approximately 150 feet of frontage along Main Road (NYS Rt. 25). The subject property is located in the `B" Zoning District and is surrounded by various commercial uses, in addition to the Mattituck Plaza Shopping Center located across from the subject site on the north side of Main Road (NYS Rt. 25). EXISTING ROADWAY CONDITIONS Main Road (NYS Rt. 25) is under the ownership and jurisdiction of the NYSDOT. In the vicinity of the subject property, Main Road (NYS Rt. 25) has a general east/west orientation and provides one (1) travel lane in each direction and separate turn lanes at key intersections. Shoulders • are provided along both sides of the roadway, sidewalks are provided along the west side of the roadway to accommodate pedestrian travel, and the pavement and striping appear to be in good condition. The posted speed limit in the vicinity of the site is 30 miles per hour. It should be noted that Main Road (NYS Rt. 25) changes to a 40 mile per hour roadway west of the subject site. Main Road (NYS Rt. 25) provides westbound access to the Long Island Expressway (LIE) (I-495) and eastbound access to Orient Point, which is at the end of the North Fork, as well as various residential communities and commercial uses. Factory Avenue/Sigsbee Road is under the jurisdiction of the Town of Southold and has a north/south orientation in the vicinity of the site with a posted speed limit of 30 miles per hour. The roadway provides (1) travel lane in each direction, with turn lanes at key intersections. On Factory Avenue (north of Main Road [NYS Rt. 25]), sidewalk is provided on the east side of the roadway and parking is not provided along both sides of the roadway. On Sigsbee Road (south of Main Road [NYS Rt. 25]), sidewalks are provided along both sides of the roadway and parking stalls are provided along the west side of the roadway. On both roadways, shoulders are not provided and the pavement and striping appear to be in fair condition. Factory Avenue/Sigsbee Road provides ATLANTIC TRAFFIC PAGE 2 &DESIGN ENGINEERS,INC • access to residential and commercial uses, as well as a beach club at its southerly terminus at the Long Island Sound (approximately 0.6 miles south of the subject intersection). Marlene Lane is under the jurisdiction of the Town of Southold and has a general north/south orientation with a posted speed limit of 30 miles per hour. In the vicinity of the site, the roadway provides one (1) travel lane in each direction, and on-street parking is not provided in the vicinity of the subject site. Shoulders and sidewalks are provided on both sides of the roadway to accommodate pedestrian travel and the pavement and striping appear to be in fair condition. Marlene Lane provides access to primarily commercial and residential uses and reaches its northerly terminus at Main Road (NYS Rt. 25) opposite the westerly shopping center driveway. The easterly shopping center driveway, located across Main Road (NYS Rt. 25) from the proposed Chase Bank driveway, provides fallaccessto the shopping center to supplement the ingress and egress left-turn restrictions at the westerly shopping center driveway. Main Road (NYS Rt. 25) meets Factory Avenue/Sigsbee Road to form a four-legged signalized intersection approximately 400 feet west of the subject site and operates with four (4) phases under the jurisdiction of the NYSDOT. All approaches to the intersection provide one (1) exclusive left- turn lane and one (1) shared through/right-turn lane. Crosswalks are provided at the Factory Avenue southbound approach, as well as the Main Road (NYS Rt. 25) westbound approach, to accommodate pedestrian mobility. Main Road (NYS Rt. 25) and Marlene Lane/westerly shopping center driveway meet approximately 90 feet west of the subject site forming a four-legged unsignalized intersection with two-way STOP control at the northbound and southbound approaches. The westbound approach provides one (1) exclusive left-tarn lane and one (1) shared through/right-turn lane and the eastbound approach provides a shared through/right-tum lane. The southbound approach provides a shared through/right-turn lane and the northbound approach provides a shared left- turn/through/right-turn lane. ATLANTIC TRAFMC PAGE 3 &DESIGN ENGINEERS,ING • EXISTING TRAFFIC VOLUMES To examine the existing traffic conditions in the vicinity of the subject property, manual turning movement counts were conducted during the weekday midday, weekday evening, and Saturday midday peak periods at the following locations: • Main Road (NYS Rt. 25) and Factory Avenue/Sigsbee Road • Main Road (NYS Rt 25) and Marlene Lane/westerly Mattituck Plaza Shopping Center driveway • Main Road (NYS Rt. 25) and easterly Mattituck Plaza Shopping Center driveway Specifically, manual turning movement counts were conducted on Tuesday, August 18, 2009 from 11:00 a.m. to 2:00 p.m. and from 4:00 p.m. to 7:00 p.m.; and on Saturday, August 22, 2009 from 11:00 p.m. to 2:00 p.m. The results of the traffic counts indicate that there are distinct hours during the periods of study when traffic experiences its highest level. Based on the traffic count information, the weekday midday peak hour occurred from 1:00 p.m. to 2:00 p.m., the weekday evening peak hour occurred from 4:00 p.m. to 5:00 p.m., and the Saturday midday peak hour occurred from 12:00 p.m. to 1:00 p.m. The existing peak hour volumes are summarized on appended Figures 2 through 4, respectively. Traffic volumes at other times of the day are generally lower than during the study peak hours. This is primarily influenced by the commuting trips made during the weekday midday and weekday evening period and shopping trips made during the Saturday midday peak period. The higher traffic volumes on the roadway system during peak traffic hours result in available excess capacity being at a minimum. As a result, these time periods are typically the focus of a Traffic Impact Analysis. ANALYSIS OF EXISTING TRAFFIC VOLUMES A Level of Service and Volume/Capacity Analysis was conducted for the study intersections and shopping center driveways using HCS+ Software (Vernon 5.2),which is based on methodologies contained • ATLANTICTRAFFIC PAGE 4 &DESIGN ENGINEERS,INC • in the Highway Capacity Manual (2000), published by the Transportation Research Board.' This type of analysis is performed to gauge the operational state of traffic activity and to iden#,any areas of excessive delay or congestion. The HCS+ summary printouts are included in the Technical Appendix. Several factors are used in the Highway Capacity Analysis to model the actual conditions found in the field. The peak hour factors are calculated based on the turning movement counts and are applied to the hourly volume on each approach to generate the peak fifteen-minute volume within the peak hour. The input volumes are then adjusted to reflect the critical fifteen-minute demand over the course of the peak hour, otherwise known as the peak flow rate. The percentage of heavy vehicles on the adjacent roadways was incorporated into the Highway Capacity Analysis based on field counts and observations. A conservative 2% heavy vehicle rate was applied at the shopping center and site driveways as minimal truck traffic to and from the site was observed during the field studies. The traffic signal was field-timed on several occasions during the peak hours and the prevailing timing parameters were utilized in the analysis. The signalized intersection of Main Road (NYS Rt. 25) and Factory Avenue/Sigsbee Road is • calculated to operate at overall Level of Service D during the weekday midday and overall Level of Service C during the weekday evening and Saturday midday peak hours. The unsignalized intersection of Main Road (NYS Rt. 25) and Marlene Lane/westerly shopping center driveway is calculated to operate at acceptable Level of Service C or better during all the study peak hours. The existing easterly shopping center driveway is calculated to operate at acceptable Level of Service D or better during all peak periods. • 1 See Technical Appendix for Volume/Capacity and Level of Service description. ATLANTIC TRAFFIC PAGE 5 &DESIGN ENGwEEEs,ING . PROPOSED DEVELOPMENT TRAFFIC CHARACTERISTICS The next step in the analysis procedure is to project the volume of future traffic that would be generated as a result of the proposed Chase Bank with drive-thru service. For the purpose of this analysis, complete project approval, construction, and occupancy are assumed to occur within two (2) years. TRIP GENERATION Trip generation projections for the proposed development were prepared on the basis of research data published by the Institute of Transportation Engineers (ITE) in the 81h Edition of Trip Generation, 2008. Using this publication as a reference source, the trip generation was calculated in accordance with Land Use Code 912: "Drive-In Bank." Table I presents the projected trip generation for the proposed Chase Bank during the weekday midday,weekday evening, and Saturday midday peak hours based on ITE calculations. • TABLE I ITE TRIP GENERATION PROPOSED 4,200 SF DRIVE-IN BANK Peak Hour Enter Exit Total Midday 57 55 112 Evening 54 54 108 Saturday 58 53 111 A significant portion of the site-generated traffic is projected to be "pass-by" in nature, as diverted movements into the site from adjacent flows of traffic (i.e., one stop made in a series of linked "errand-type" trips to multiple retail locations, or made by a commuter on the way to work or home). The average peak hour pass-by trip percentage for drive-in banks is 47% during the evening peak hour, as found in ITE's Trip Generation Handbook, 2nd Edition,June 2004. ITE data indicates that pass-by rates as high as 64% occur during peak hours of bank operation. To provide a conservative analysis, a 40% rate was used for weekday midday and evening time periods, and a 25% rate has been utilized for the Saturday peak hour. ATLANTIC TRAFFIC PAGE 6 &DESIGN ENGwEERs,INC • Table Il shows the site-generated traffic for the proposed bank in terms of newly generated traffic and pass-by traffic. TABLE II ITE TRIP GENERATION WITH CONSIDERATION OF PASS-BY TRIPS MIDDAY PEAK HOUR EVENING PEAK HOUR SATURDAY PEAK HOUR ENTER EXIT I TOTAL ENTER EXIT TOTAL ENTER EXIT TOTAL NEW 34 32 66 32 32 64 44 39 83 PASS-BY 23 23 46 22 22 44 14 14 28 TOTAL 57 1 55 112 54 54 108 58 53 111 TRIP DISTRIBUTION The site-generated traffic attributed to the proposed Chase Bank has been assigned to the adjacent roadways based on the existing travel patterns identified from the traffic counts collected at the intersections of Main Road (NYS Rt. 25) and Factory Avenue/Sigsbee Road, Main Road.(NYS Rt. 25) and Marlene Lane/westerly shopping center driveway, and Main Road (NYS Rt. 25) and • easterly shopping center driveway, as well as the uses in the vicinity of the site. The distributions of "new" and "pass-by" traffic are shown in Figures 5 and 6, respectively. The corresponding site- generated traffic volumes are illustrated in Figure 7 through 9 ("new") and 10 through 12 ("pass- by") for the weekday midday, weekday evening, and Saturday midday peak hours, respectively. The "new" traffic volumes were surcharged onto the "pass-by" traffic volumes to show the total site- generated traffic volumes, which are illustrated in Figures 13 through 15, respectively for each peak hour studied. Please note that negative values indicate "pass-by" traffic. • ATLANTIC TRAFFIC PAGE 7 &DESIGN ENGINEERS,ING - 2011 FUTURE TRAFFIC CONDITIONS BACKGROUND GROWTH It is recognized that traffic routinely fluctuates along various State and County roadways, as well as local streets, and varies not only day-to-day, but also on a monthly and yearly basis. It is expected that as development continues in the vicinity of the site, traffic may be expected to increase (though nominally) on a regular basis. It is anticipated that complete project approval, construction, and occupancy would occur within two (2) years. As a result, minimal (if any) additional "background" traffic growth can be anticipated with such a short build-out. However, in order to perform a conservative analysis, and to account for future traffic growth in the general vicinity of the subject site, the existing traffic volumes on the study roadway system were increased by a 1.8% annual growth rate compounded annually for two (2) years to develop the 2011 future "base" traffic volumes. This rate was provided by the New York State Department of Transportation (NYSDOT) for areas located on the North Fork of eastern Long Island. . OTHER AREA DEVELOPMENTS The NYSDOT and the Town of Southold were contacted to determine if there were any recent development approvals which would contribute to traffic growth along the subject roadway system. According to the respective Departments, there is an application for a Hudson City Savings Bank Plaza located 0.25 miles east of the subject site. To accurately determine the additional traffic associated with the roadway network, we have obtained the Traffic Impact Study, conducted by Eschbacher VHB, from the Town of Southold and have incorporated it into our analysis. The analysis indicates that most of the traffic associated with the bank would be drawn from Main Road (NYS Rt. 25), which would add volume to the study intersections included within this Traffic Impact Analysis. Please note, the Traffic Impact Study for the proposed Hudson City Savings Bank Plaza does not provide site-generated traffic volumes for the Saturday midday peak hour. To provide a conservative analysis, our office used the 8t' Edition of ITE's Trip Generation to obtain trip generation volumes for the Saturday midday peak hour for a 3,244 square foot "Drive-In Bank," Land Use Code 912, and a 9,982 square foot "General Office Building," Land Use Code 710. Using i ATLANTIC TRAFFIC PAGE 8 &DESIGN ENGINEERS,INc the trip distribution provided by Eschbacher VHB, we were able to establish the site-generated volumes added to our subject intersections associated with the Hudson City Savings Bank Plaza. Based on consultations with Ms. Misty Wisner of the Town of Southold, a 7-Eleven convenience store is proposed at the northwest corner of Main Road (NYS Rt. 25) and Factory Avenue/Sigsbee Road. The proposed convenience store traffic has been added to this Traffic Impact Analysis as part of the No-Build analysis. The traffic projections were calculated utilizing ITE Land Use 851 "Convenience Market (Open 24 Hours)" in Trip Generation. The convenience store would generate 147 total weekday midday peak hour trips, 145 total weekday evening peak hour trips, and 212 total Saturday midday trips. Please note, ITE recommends a 50% pass-by credit for a convenience store use. ROADWAY IMPROVEMENTS Based on our research with the Town of Southold and the NYSDOT, there are no future roadway improvements planned in the vicinity of the subject site that would influence traffic conditions along Main Road (NYS Rt. 25). FUTURE NO-BUILD TRAFFIC VOLUMES The 2011 future No-Build traffic volumes were calculated by adding the 2011 future "base" traffic volumes to the potential trip generation volumes associated with the Hudson City Savings Bank Plaza and 7-Eleven convenience store. These volumes are shown in appended Figures 16 through 18 for the respective peak hours. ANALYSIS OF FUTURE NO-BUILD TRAFFIC VOLUMES A Level of Service and Volume/Capacity analysis was also conducted for the 2011 future No- Build weekday midday, weekday evening, and Saturday midday peak hour traffic volumes at the subject intersection and driveways. The signalized intersection of Main Road (NYS Rt. 25) and Factory Avenue/Sigsbee Road is calculated to continue to operate at existing Levels of Service during the study peak hours in the No-Build condition with the exception of the westbound through/right-turn movement. This ATLANTIC TRAFFIC PAGE 9 &DESIGN ENGINEERS,INC. • movement is calculated to increase from Level of Service E to F during the weekday midday peak hour and increase from Level of Service C to D during the weekday evening peak hour. These increases are primarily attributed to the additional traffic generated by the proposed Hudson City Savings Bank, 7-Eleven, and the background traffic growth. The unsignalized intersection of Main Road (NYS Rt. 25) and Marlene Lane/westerly shopping center driveway is calculated to continue to operate at existing Levels of Service during the study peak hours with the following exceptions: during the weekday midday peak hour, the southbound approach is calculated to increase to Level of Service C and the northbound approach is calculated to increase to Level of Service D. During the Saturday midday peak hour, the westbound approach is calculated to increase to Level of Service B and the southbound approach is calculated to increase to Level of Service C. A 95th percentile queue length of less than two (2) vehicles would be anticipated,which can be accommodated on-site. The easterly shopping center driveway is calculated to operate at existing Levels of Service with the following exceptions: during the weekday midday and Saturday midday peak hours, the . southbound approach is calculated to increase to Level of Service D. During the weekday evening peak hour, the southbound approach is calculated to increase to Level of Service E. The 95th percentile queue length would be less than three (3) vehicles which can be accommodated within the driveway throat depth without impeding on-site circulation. FUTURE BUILD TRAFFIC VOLUMES The 2011 future Build traffic volumes were established by surcharging the total additional site- generated traffic volumes onto the 2011 future No-Build traffic volumes. The resulting 2011 future Build volumes are shown on Figures 19 through 21 for the weekday midday,weekday evening, and Saturday midday peak hours,respectively. ANALYSIS OF FUTURE BUILD TRAFFIC VOLUMES Volume/Capacity and Level of Service analyses were conducted for the future Build peak hour traffic volumes at the study intersection and driveways along Main Road (NYS Rt. 25). Tables II through X provide a comprehensive Level of Service and delay comparison under the Existing, No ATLANTIC TRAFFIC PAGE 10 &DESIGN ENGINEERS,INC. . Build, and Build conditions at the signalized intersection and driveways during the weekday midday, weekday evening, and Saturday midday peak hours. TABLE II COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & FACTORY AVENUE/SIGSBEE ROAD WEEKDAY MIDDAY PEAK HOUR Lane Group Existing No-Build Build EB Left B18.0 B19.5 B19.5 EB Through/Right C 21.2 C(24.6) C(25.7) WB Left C(25.4) C(26.6) C(27.0 WB Through/Right E(57.0) F(91.4) F(99.9) SB Left C(32.8) C(32.9) __C(32.9) SB Throu h/Ri ht C 34.3 C(34.5) C(34.5) NB Left D(45.4) D 45.5) D 45.5 NB Throu h/Ri ht E(65.9) E(73.6) E(74.7) Overall L D(38.2) I D(51.1) D(54.8) -EB(Eastbound)and WB(Westbound)lane groups=Main Road(NYS Rt.25) -NB(Northbound)lane group=Sigsbee Road -SB(Southbound)lane group=Factory Avenue - -Delays are specified in seconds and are shown in parentheses. • TABLE III COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & FACTORY AVENUE/SIGSBEE ROAD WEEKDAY EVENING PEAK HOUR Lane Group Existing No-Build Build EB Left B13.5 B17.0 B17.6 EB Through/-Right A(8.8) A(9.71) A 9.9 WB Left B(15.0) B(15.1) B(15.2) WB Throu h/Ri ht C 32.9 D(44.9) D(49.3) SB Left D 46.9 D(47.2) D(472) SB Through/Right E(56.9) E(60.3) E(60.3) NB Left D(46.0) D(46.0) D 46.0 NB Through/Right D(48.1) D(48.5) D(48.6) Overall C 25.3) C 30.9 C 32.9 -EB(Eastbound)and WB(Westbound)lane groups=Main Road(NYS Rt.25) -NB(Northbound)lane group=Sigsbee Road -SB(Southbound)lane group=Factory Avenue -Delays are specified in seconds and are shown in parentheses. • ATLANTIC TRAFFIC PAGE 11 &DESIGN ENGINEERS,ING • TABLE IV COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & FACTORY AVENUE/SIGSBEE ROAD SATURDAY MIDDAY PEAK HOUR Lane Group Existing L No-Build Build EB Left B16.4 B18.2 B18.8 EB Throu h/Ri ht C(22.8) C(25.4) C(26.8) WB Left C 22.6 C(23.2) C(23.5) WB Through/Right D 37.9 D 46.3 D(50.7) SB Left D(37.2) D 37.3 D 37.4 SB Throu h/Ri ht D(37.6) D 37.7 D 37.7 NB Left D(40.7) D 40.7 D(40.7) NB Through/Right D(43.0) D 43.3 D 43.4 Overall C 30.6 C 34.5 D 36.7 -EB(Eastbound)and WB(Westbound)lane groups=Main Road(NYS Rt.25) -NB(Northbound)lane group=Sigsbee Road -SB(Southbound)lane group=Factory Avenue -Delays are specified in seconds and are shown in parentheses. TABLE V COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & MARLENE LANE/WESTERLY SHOPPING • CENTER DRIVEWAY WEEKDAY MIDDAY PEAK HOUR Approach Existing No-Build Build Westbound A 9.4 A(9.7) A(9.8) Northbound C(22.7) D(28.7) D(30.4) Southbound B(14.5) C 16.5 C(16.9) -WB(Westbound)lane group=Main Road(NYS Rt.25) -NB(Northbound)lane group=Marlene Lane -SB(Southbound)lane group=Westerly shopping center driveway -Delays are specified in seconds and are shown in parentheses. TABLE VI COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & MARLENE LANE/WESTERLY SHOPPING CENTER DRIVEWAY WEEKDAY EVENING PEAK HOUR Approach Existing No-Build Build Westbound A(9.3) A(9.6) A(9.7) Northbound C 17.0 C(19.3 C(20.0) Southbound C 16.1 C 18.2 C(18.8) -WB(Westbound)lane group=Main Road(NYS Rt.25) -NB(Northbound)lane group=Marlene Lane -SB(Southbound)lane group=Westerly shopping center driveway -Delays are specified in seconds and are shown in parentheses. ATLANTIC TRAFFIC PAGE 12 &DESIGN FNGiNEERS,INC • TABLE VII COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & MARLENE LANE/WESTERLY SHOPPING CENTER DRIVEWAY SATURDAY MIDDAY PEAK HOUR Approach Existing No-Build Build Westbound A 9.8 B(10.0) B(10.2) Northbound C 20.4 C 22.9 C(24.1) Southbound B 13.8 C(151) C(15.6) - WE(Westbound)lane group=Main Road(NYS Rt.25) -NB(Northbound)lane group=Marlene Lane -SB(Southbound)lane group=Westerly shopping center driveway -Delays are specified in seconds and are shown in parentheses. TABLE VIII COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & EASTERLY SHOPPING CENTER DRIVEWAY WEEKDAY MIDDAY PEAK HOUR Approach Existing No-Build Build Eastbound A(9.5) A 10.0 A(9.9) Westbound A(9.6) Northbound C(23.4) . Southbound C 23.1 D 33.3 E(40.8) -EB(Eastbound)and WE(Westbound)lane groups=Main Road(NYS Rt.25) -NB(Northbound)lane group=Marlene Road -SB(Southbound)lane group=Easterly shopping center driveway -Delays are specified in seconds and are shown in parentheses. TABLE IX COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & EASTERLY SHOPPING CENTER DRIVEWAY WEEKDAY EVENING PEAK HOUR Approach Existing No-Build Build Eastbound B(10.1) B(10.7) B(10.6) Westbound A(9.5) Northbound D(27.4) Southbound D(25.9) E(36.1) E(44.0) -EB(Eastbound)and WE (Westbound)lane groups=Main Road(NYS Rt.25) -NB(Northbound)lane group=Marlene Lane -SB(Southbound)lane group=Easterly shopping center driveway -Delays are specked in seconds and are shown in parentheses. Anm,-mcTRAFFIC PAGE 13 &DESIGN ENGINEERS,ING . TABLE X COMPARATIVE LEVEL OF SERVICE (DELAY) TABLE MAIN ROAD (NYS RT. 25) & EASTERLY SHOPPING CENTER DRIVEWAY SATURDAY MIDDAY PEAK HOUR Approach Existing No-Build Build Eastbound A 9.4 A(9.8) A(9.8) Westbound - - - A(9.7) Northbound - - - - - - C(24.8) Southbound C(24.0) D(31.6) E(38.7) -EB(Eastbound)and WB(Westbound)lane groups=Main Road(NYS Ra 25) -NB(Northbound)lane group=Marlene Lane -SB(Southbound)lane group=Easterly shopping center driveway -Delays are specified in seconds and are shown in parentheses. As shown, there would be no degradation in Level of Service at the signalized intersection of Main Road (NYS Rt. 25) and Factory Avenue/Sigsbee Road from the No-Build to Build Condition with the exception of the overall Level of Service during the Saturday midday peak hour, which is calculated to degrade to Level of Service D. As this degradation would be approximately two (2) seconds of delay, the increase in Level of Service would be acceptable. The unsignalized intersection of Main Road (NYS Rt. 25) and Marlene Lane/westerly shopping center driveway would continue to operate at No-Build Levels of Service during the study peak hours. The easterly shopping center driveway is calculated to continue to operate at No-Build Levels of Service with the exception of the southbound approach, which would experience a minor degradation to Level of Service E during the weekday midday and Saturday midday peak hours. Please note, this 95th percentile queue during both peak hours is consistent with the three (3) vehicle queue in the No-Build condition. The northbound site driveway approach is calculated to operate at Level of Service C during the weekday midday and Saturday midday peak hours, and Level of Service D during the weekday evening peak hour. As the Level of Service D translates to a 95th percentile queue length of approximately one (1) vehicle, the queue can be accommodated at the proposed site driveway without impeding on-site circulation. The additional site-generated traffic associated with the proposed Chase Bank is projected to comprise only 2.3% of the total future Build approach volumes at the signalized intersection during Is ATLANTICTIkAFFIC PAGE 14 &DESIGN ENGINEERS,INc . the respective study peak hours based on "new" traffic. Therefore, the proposed Chase Bank is expected to have minimal resulting traffic impact on the surrounding roadway network and study intersection. ATLANITC TRAFFIC PAGE 15 &DESIGN FNGINEERs,ING • SITE ACCESS AND CIRCULATION A review has been made of the Site Alignment and Striping Plan (C3.01) for the proposed development, prepared by Savik & Murray,LLP, last revised July 1, 2009. In particular, a review has been made focusing on site access, on-site circulation, and parking supply. The following items address on-site design characteristics: • The access configuration to the Chase Bank proposes a full-movement driveway along Main Road (NYS Rt. 25) across from the easterly shopping center driveway, forming a four-legged unsignalized intersection. • The New York State Department of Transportation (NYSDOT) issued its approval of the application and site access plan on August 4, 2008, and based on recent discussions with the NYSDOT Permit Engineer, this approval remains valid to date. • A westbound left-tum lane is proposed to accommodate the westbound ingress movement. • This roadway capacity improvement would allow for the stacking of approximately four (4) vehicles within an exclusive turn bay so as not to impede through traffic. DRIVE-THRU • Drive-thru banks are typically offered as time saving convenience since bank patrons do not need to park their vehicles and walk into a banking facility. The three (3) proposed drive-thru lanes,likewise,will offer to the local customer base the convenience of drive-up banking. • ITE recognizes in Transportation and Land Development that "customers will not use the facility if the wait is too long and will exercise the option of using the lobby, making the transaction at another time of the day, or moving their account to a less congested institution." • The Town of Southold's Zoning Code requires five (5) queuing spaces per drive-thru teller lane, which Chase has provided to comply with this requirement. ATLANTIC TkAFFIC PAGE 16 &DESIGN ENGINEERS,ING • • Based on drive-thru studies conducted by our office at banks throughout Long Island, the maximum queuing observed during peak hour periods would be expected to be five (5) vehicles (total, all lanes). • The proposed drive-thru windows and drive-up Automated Teller Machine will provide a substantial benefit to on-site circulation and also improve customer service, particularly for less ambulatory customers. Drive-thru windows offer expedient and convenient service (particularly during inclement weather) and are especially beneficial for parents with small children and elderly or disabled persons who may find it easier to remain in their vehicles while awaiting bank service. PARKING • Based on the Town of Southold's Zoning Ordinance, a drive-in bank requires one (1) space per 100 square feet of gross floor area or 42 stalls for a drive-in bank of the subject size. • The Site Alignment and Striping Plan prepared by Savik & Murray, LLP provides 42 on-site . parking stalls,including 2 ADA stalls, thus satisfying the Town's parking requirement. • ATLANTICTVAFFIC PAGE 17 &DESIGN ENGINEEIts,INC • CONCLUSIONS The analysis has shown that the traffic impact of the proposed Chase Bank with drive-thru service on the overall roadway system during the typical peak hours would be minimal. The Main Road (NYS Rt. 25) and Factory Avenue/Sigsbee Road signalized intersection would continue to operate at the acceptable overall Level of Service D or better during the study peak hours. The "new" trips associated with the Chase Bank with drive-thru service would account for approximately only 2.3% of the future Build total intersection volumes during the critical peak periods. As such, the additional site-generated traffic associated with this Chase Bank with drive-thru service would have minimal traffic impact along the adjacent roadway network. The unsignalized intersections with Main Road (NYS Rt. 25) are calculated to operate at acceptable Levels of Service during the weekday midday, weekday evening peak hour, Saturday midday peak hours in the Build condition with minor degradations in Level of Service as a result of the change in volume generated by the proposed Hudson City Savings Bank, 7-Eleven, and • background growth. As these minor degradations are calculated to operate with future 951h percentile queue lengths that will not impede on-site circulation, the results are acceptable by current Traffic Engineering standards. The New York State Department of Transportation (NYSDOT) issued its approval of the application and site access plan on August 4, 2008, and based on recent discussions with the NYSDOT Permit Engineer, this approval remains valid to date. The Site Plan has been designed to provide adequate on-site parking and queuing accommodations based on the Town of Southold's Zoning Ordinance. ATLANTIC TRAFFIC PAGE 18 &DESIGN ENGmEm,INC TECHNICAL APPENDIX ATlA.? TC TVtAMC &DESIGN ENGINEERS,INC • TECHNICAL APPENDIX ATLATSMC TRAFFIC &DESIGN ENGINEERS,INC. FIGURES i ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. SITE LOCATION MAP Figure 1 Proposed Chase Bank Mattituck,Town of Southold Suffolk County, New York Mattituck A Plaza KI James Vee !a is IN I J N VWMNDBP16TFDMTgMMOW26 F.—RNl 12d4B tls 12/4/2009 • 1 ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. 2009 EXISTING TRAFFIC VOLUMES-WEEKDAY MIDDAY PEAK HOUR Figure 2 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 236 } ut UJ Q MATTITUCK PI._AZA O C) U Q u_ L °2 t— s 93 sv 65 —472 39 ° ' �--•sae MAIN ROAD 39 71 J1 °1 J 1 1—02 (NYS RT 25) J L: -517 «—sae r 6,9 ~ t r f—. ._.._. �.. —• 658. 493— 36 55 36 6 3 51 S61 53 I I LU Z I I U.1 Uj LU on Z I VACANT SITE r7 J a I I I I 1 139 6t .—.. _..— . . J LEGEND =EXISTING ROADWAY ......•'•""=EXISTING DRIVEWAY --WEEKDAY MIDDAY PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION • x vxswxwumnm.o+.wWwxmon rp.eu,aew 12l4I2W9 0 ,.� ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC 2009 EXISTING TRAFFIC VOLUMES-WEEKDAY EVENING PEAK HOUR Figure 3 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 162 } 1121 W Q MATTITUCK PLAZA O 6— U LL 29 ' L9 75 27 60 X606 35 z 020 MAIN ROAD ale 51 22 °T �I-•� (NYS RT 25) .J Li t 642 «—Taa . 60 � ♦I l 1 r 641 r 1 r .._.._. . _66� . . _.._.. � 679— STT 19 32 19 2 1 95 I 626 46 I I LU 3 I I W LU ULI CO U-1 I VACANT SITE C7 J of I I I I 1 t 551 i_.. _. . _.._.._ . . _.._..� 70 ae LEGEND =EXISTING ROADWAY .............=EXISTING DRIVEWAY —=WEEKDAY EVENING PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION • xwwuxmwzv�.m.omrgw..wxwmaFyu..s•z,mn. 12/012009 ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. 2009 EXISTING TRAFFIC VOLUMES-SATURDAY MIDDAY PEAK HOUR Figure 4 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 191 1 1 121 W Q >- MATTITUCK PLAZA O U LL L 14 t t- 14 6139 91 x--491 48 8 ~°TB MAIN ROAD 41 6IT ' 1 20 J 1 68 (NYS RT 25) J L: L.. 96 649 • 65 —� 1 r 7 31—~ 1 r )— . . _.._..-80� . ._..— 812- 682 26 42 23 2 9 81 28 �I 0 z ) I ILL! g DO w VACANT SITE co Q 1 1 1 t l_ . . -.._. ._..-.._.._..� g1 90 LEGEND =EXISTING ROADWAY .............=EXISTING DRIVEWAY �=SATURDAY MIDDAY PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION • z uooewwevm*ramp oa.kq.nwxmon fquix st�mm 12I4I2DO9 ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. "NEW"SITE-GENERATED TRAFFIC DISTRIBUTION Figure 5 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 3% 1 13% UJ MATTITUCK PLAZA 0 U `0% ` 0% ` 0% 0% 0% a% «—"% 0% 0% i �—49% MAIN ROAD 0% ox 0% 0% zx J �x (NYS RT 25) .� 1 i a% 0% 0% z% 0% 0% d% MYA%—� SJx ]x 60x 0%_1 I 50%� I o I I LU I I Lu g CO w I CHASE!i a I I I I i 41 i i_. . _.._.._.._. LEGEND =EXISTING ROADWAY ....••......=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY �—="NEW'PEAK HOUR DISTRIBUTION • =SIGNALIZED INTERSECTION x wmuxom'mv�ms 0ravp+".wxoeax rq...rnwm 121413009 ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. "PASS-BY"SITE-GENERATED TRAFFIC DISTRIBUTION Figure 6 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 0% 1 1 0% UU Q MATTITUCK PLAZA O U a LL L 0% L ox L 0x 0% ox 0% .0x 0x 0% i •—ox MAIN ROAD on ox 0% 45% I �--ox I j—ox (NYS RT 25) 0% 0%. 0% 0% 0% 0% 0% 0% 0% 45% 0% 55% 0x-1 I osx� o I I I & 5LU LU I I LU co U) LU CHASE,i co a I I I I i1 °i 1 i _ . . _... . ... . . .... ._.. _j 0% 0% LEGEND =EXISTING ROADWAY .............=EXISTING DRIVEWAY ----- PROPOSED DRIVEWAY •—="PASS-BY"PEAK HOUR DISTRIBUTION • =SIGNALIZED INTERSECTION Xw Nwnmlft oc.rq...w,rmwry...o-zimn. 121412009 JL J IqW ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. "NEW"SITE-GENERATED TRAFFIC VOLUMES-WEEKDAY MIDDAY PEAK HOUR Figure 7 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York , w MATTITUCK PLAZA O Q LL L , L0 ': to 0 0 1 14 o o "'—19 MAIN ROAD 0 1 0 E 0 1 ' .J 1 �' (NYS RT 25) 1 L,€ f—19 17 33 15 0 0 1 0 0 1 19 17 1 14 0 I ,e .. I I o I I & g I I W LU LU on w I CHASE 0 0 J Of On Q I ENTER EXIT 04 32 I I LEGEND =EXISTING ROADWAY """"""'=EXISTING DRIVEWAY --------PROPOSED DRIVEWAY �=WEEKDAY MIDDAY PEAK HOUR VOLUMES • =SIGNALIZED INTERSECTION r wwwxosoz4lnsm.ox.vgw..wxomx rb"��%i�mm 121412009 .. .s. ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. "NEW"SITE-GENERATED TRAFFIC VOLUMES-WEEKDAY EVENING PEAK HOUR Figure 8 Proposed Chase Bank Maltituck,Town of Southold Suffolk County,New York } 1 , w MATTITUCK PLAZA O C) Q LL o t—a o 0 1 14 o o ` +° MAIN ROAD o , a o . j 1 ; �' (NYS RT 25) .� 1 L. '° 14 16 14 0 o i o , 1> 1 o ¢ w of Q w J W CHASE0 U LU U) Q _ XII ENTER EXIT ! 1 1 t I_.. _.._.. - .._.._.._.. _j LEGEND =EXISTING ROADWAY """"""'=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY —=WEEKDAY EVENING PEAK HOUR VOLUMES • -SIGNALIZED INTERSECTION x vmawxomxa.xK o+.rq=..uxawx vw•.e.n.m a. 121412009 ATLANTTC TRAFFIC &DESIGN ENGINEERS,INC. "NEW"SITE-GENERATED TRAFFIC VOLUMES-SATURDAY MIDDAY PEAK HOUR Figure 9 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York ! t LU MATTITUCK PLAZA O H U L , L9 € to 0 0 1 '— n o o 19 - MAIN ROAD o , 0 1: o .J 1 1 1 j—x (NYS RT 25) 1 L F 18 ,—.19 20—E 0 0 , 0 0 x 14 i 21 , ,] o —3 24 I x O ¢ LU of 27 LU W W J m w CHASE F QI ENTER EXIT M 99 l i 1 I_..-.._.._.. - . . -.._..J z LEGEND =EXISTING ROADWAY """"""'=EXISTING DRIVEWAY ----- PROPOSED DRIVEWAY �=SATURDAY MIDDAY PEAK HOUR VOLUMES • =SIGNALIZED INTERSECTION xuowwxreozen.mk opev9+=uuomx4rq+,�%xiw9a 12/412009 ATLANTic TRAFFIC &DESIGN ENGINEERS,INC "PASS-BY"SITE-GENERATED TRAFFIC VOLUMES-WEEKDAY MIDDAY PEAK HOUR Figure 10 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York ! t 0 W Q of MATTITUCK PLAZA O F- Q LL L._ 0 L ° 0 0 0 0 0 0 0 MAIN ROAD o IL. 0 I0 1 -lo (NYS RT 25) �--� 10 �—o o r r o� t r 1_. _.._.._o . T..1 10 0 r� ,» 0 0 0 0 o I 13 1 LU 1 D I i Q gW W CHASE0 co < I ENTER EXIT 22 2° j t 1 t I_ . . _.. _ .._.._. . _.. -..J ° o LEGEND =EXISTING ROADWAY """"""'=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY F—=WEEKDAY MIDDAY PEAK HOUR VOLUMES • =SIGNALIZED INTERSECTION %rxowwumma\rr.,rc Owv'yenNraon F'qun s:rmus 121412009 iL ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. "PASS-BY"SITE-GENERATED TRAFFIC VOLUMES-WEEKDAY EVENING PEAK HOUR Figure 11 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York ia w or MATTITUCK PLAZA O U 11 0 ' I_ ° L ° o 0 0 0 a o �—o MAIN ROAD o 0 o -ta J 1— ° .J 1 ° (NYS RT 25) .J 1 L E 10 } �o ° 1r 0 0 0 0— 10 0 12 0 � 12 I K LU g U-1 LU U-1 N W ( CHASE 00 1n Q I ENTER EXIT 22 33 1 0 I_..-.._. . _.._.. -..-..J ° ° LEGEND =EXISTING ROADWAY """""'=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY —=WEEKDAY EVENING PEAK HOUR VOLUMES . =SIGNALIZED INTERSECTION x�mawxomn,n.nr on.vv+�.wnowx rq.„sx�ma. 121412009 ATLANTIC TRAMC &DESIGN ENGINEERS,INC. 'PASS-BY"SITE-GENERATED TRAFFIC VOLUMES-SATURDAY MIDDAY PEAK HOUR Figure 12 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York o } 1 0 W Q MATTITUCK PLAZA O U Lo t- 0 Lo 0 0 0 «— a o o �—° MAIN ROAD 0 ° 0 -9 ,J 1 0 J ! `: 0 (NYS RT 25) 1 L.i I-° o 7 t r ,-.. - ------oma T '1 rl D —+ 0 0 0 0 —1 I D I ! ! Q W W Q I I W J LIJ LU DO w CHASE_F QI ENTER EXIT 14 16 I I I_ . . -.. -.._ .. _ .. -.._..J 0 0 LEGEND =EXISTING ROADWAY """"""'=EXISTING DRIVEWAY ----- PROPOSED DRIVEWAY =SATURDAY MIDDAY PEAK HOUR VOLUMES • =SIGNALIZED INTERSECTION s.wocnwwtsn.rrc puvq...u"aon rb".+sxm.n 12/0/2009 • J11'.... weATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. TOTAL SITE-GENERATED TRAFFIC VOLUMES-WEEKDAY MIDDAY PEAK HOUR Figure 13 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 11 1 w > Q MATTITUCK PLAZA O U 0 0 1 «-66 o o X19 MAIN ROAD o , 0 -,o .J 1 .J 1 (NYS RT 25) .J j U :J 1 x-11 ♦I 11-� F'7_1 f�15 • 0 I r 10� 1 1 I I . .� .. �..�0.^.i�..� � O6 —y 19�� 0 0 1 0 0 1 19 27 1 27 0 ♦ I LU Q � 3LLI LU UJ CO z I I LU CHASE,i ,nQ I ENTER EXIT 6] XI I I I_ . . _ . . _.._.._.....- .. J LEGEND =EXISTING ROADWAY •"..........=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY —=WEEKDAY MIDDAY PEAK HOUR VOLUMES • =SIGNALIZED INTERSECTION xwopwrperm n.m.o.urgw.. ....y...a12/412009 ATLANTic TxAmc &DESIGN ENGINEERS,INC. TOTAL SITE-GENERATED TRAFFIC VOLUMES-WEEKDAY EVENING PEAK HOUR Figure 14 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 1 } , LU a MATTITUCK PLAZA O f- Q L� L , i L0 Lo o 0 4 - 14 0 0 10 MAIN ROAD o , o i '.,o 1 ' ' (NYS RT 25) .-� 1 L! 2d —14 0 J 1 r 160 `I 1 I-' _..—,] 'l •�27 1 Zr� 0 0 , 0 - I 39 i I 1 LU 5 I I LU w LU CO N W CHASE,i 0 J QI ENTE0. EXIT '4 '4 I I I_. . - .._.._.._ .. _. .-..J LEGEND -EXISTING ROADWAY ....... =EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY =WEEKDAY EVENING PEAK HOUR VOLUMES • =SIGNALIZED INTERSECTION x wosunwomrnmo owv'q..uxmon rqw..s,�mm 12/412009 ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. TOTAL SITE-GENERATED TRAFFIC VOLUMES-SATURDAY MIDDAY PEAK HOUR Figure 15 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York I w MATTITUCK PLAZA O F_ tL } u 0 1 n 0 0 +9 MAIN ROAD 0 1 I0 i E �2 (NYS RT 25) . � 1 L► �:5 �—,9 °i � tr �- 9XTtr� .9� 20 0 0 1 0 0 2 24 27 1 25 9 32 i ) • 1 . UL! Q w -1 ULI U-1 CO w CHASE F U) Q I ENTER EXIT 59 XI ! t i t I_ . . - . . - . . -.._ .._..-..J LEGEND =EXISTING ROADWAY '•""""•"=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY —=SATURDAY MIDDAY PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION r waswxaomn.m.o.nviewxw9oveavgwx sr.wm 12Al2W9 AnAvTIC nAFFIC &DESIGN ENGINEERS,INC. 2011 "NO-BUILD"TRAFFIC VOLUMES-WEEKDAY MIDDAY PEAK HOUR Figure 16 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 314 t 163 UJ ...35 T I"�+ 7-ELEVEN MATTITUCK PLAZA O 1 1 ENTER E%IT U166 19 ]8 N LL 97 59 91 —541 39 86 d �r�691 MAIN ROAD d6 ]e L + ^° 57 ♦ a 136 (NYS RT 25) 593 .1 1 Q f—611 ]n t ♦ 16--� 16-•� 6J J I t 1 666 t 1 r . ._.._. 6]� .. _ �l ]36 -6 SS5— 38 59 39 8 3 53 I 653 1 55 —1 I I I I of I I w Uj CO w I VACANT SITE I U LU of I I I I 1 t 1 i i_ . ._.._.. _.. _. J 13 63 _.._.. LEGEND =EXISTING ROADWAY .............=EXISTING DRIVEWAY �--=WEEKDAY MIDDAY PEAK HOUR VOLUMES SIGNALIZED INTERSECTION x4weurweomr,mc owrw=awnmvn Flpw".6rv,tx�CB.M. 13/0/3999 • 10 A ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC. 2011 "NO-BUILD"TRAFFIC VOLUMES-WEEKDAY EVENING PEAK HOUR Figure 17 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York lie r 1151 Ud a L „ - 7-ELEVEN MATTITUCK PLAZA O r ENTER EXIT UH6 19 6 Q D_ L 10 L 9 ]e 26 62 �6T1 36 L36 2 708 MAIN ROAD 35 3 3 ~JL95 - I I zs I (NYS RT 25� .J 1 ,9 1--. �—J i ]21 ezfi ,--1 ]+5 �� t r ]19—7� t-111 t r -6E .•._.. 745— 10 639. 20 35 20 ♦ 2 1 46 692_y 48 0 I a LU g I I W ULI U) LU VACANT SITE c7 w 1n Of I I I I 1� 51 1 I t— . .—. . —.._ ..— .._.._. .J ]4 49 LEGEND •EXISTING ROADWAY ........""'=EXISTING DRIVEWAY �•=WEEKDAY EVENING PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION r,mmwxoeoxsnamc Omvq.«wxowx r,.x..l ia.aaa121412009 ATLANTIC TRAFFIC &DESIGN ENGINEERS,INC 2011 "NO-BUILD"TRAFFIC VOLUMES-SATURDAY MIDDAY PEAK HOUR Figure 18 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 99 1 1166 LU > L•'•]••••• 7-ELEVEN Of MATTITUCK PLAZA ENTER E%IT H 113 37 106 106 U Q 1 - 15 Lis 64 40 94 —"1 53 i L 50 aI � �556 MAIN ROAD az 619 «� 30 ? 'L I I � 3] i sza { fi0 (NYS RT 25) J L.L i ._say �--ns t5 ._.. 361 -� 737� 27 46 24 3 5 5]3 ]93 29 �r ♦ I I 0 Q or 3ULI LU LU I I CO Z I VACANT SITE CJ J c I 1 I I 19 7 60 LEGEND =EXISTING ROADWAY ............•=EXISTING DRNE WAY �=SATURDAY MIDDAY PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION xvxawxoeoxei.nK ox.vaw..wxoao�e iv+."xn,z-aaem 111412009 ATtIADMC TRAMC &DESIGN ENGINEERS,INC. 2011 'BUILD"TRAFFIC VOLUMES-WEEKDAY MIDDAY PEAK HOUR Figure 19 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 248t 1 181 UU L 35•••• 7-ELEVEN MATTITUCK PLAZA I 1 ENTER EXIT ~ 147 18 Q D_ Ldd fi ` 136 97 59 92 t—Sm pII6 i Z 40 Id 616 MAIN ROAD 001 - )9 ��601 .-1 + u.--I fi6e j 1 i as (NYS RT 25) J 1 U zs —762 688—t ._.. T( .1y . 68 � 1 t9 1 i r I 67 r 1 l I I � ]41 5750 08 58 40 5 T 54 I 840 ; 27 1 t) 1 o � I a UU � I I LU GO LU LU ULI I CHASE,i C7 J U) Q I ENTE0. EXIT 5] 55 I I 16 i68i I_ .._.._.._.. _ . 1 107 64 LEGEND -EXISTING ROADWAY •••......••••=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY =WEEKDAY MIDDAY PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION xuo®wxmmsnnm�0w¢4w«yrvosvet fqu..x«i izamm 121012 0 0 9 IL �. ATLANTIC TQC &DESIGN ENGINEERS,INC. 2011 "BUILD"TRAFFIC VOLUMES-WEEKDAY EVENING PEAK HOUR Figure 20 Proposed Chase Bank Matliluck,Town of Southold Suffolk County,New York 169 1 152 W aL ,� � • - MATTITUCK PLAZA 1 0 I r ENTER E%IT H 117 19 78 T1 U Q U_ t-95 15 28 63 x--685 OB ` 336 I2 •—738 MAIN ROAD 35 1 5I3 : -721 ♦ 26 I �` Tofi j ♦ 50 (NYS RT 25) L-.i 3� J �7 —341 9-1 1 r' 29� `1 r r ,—. . _. ._.. —66� ' 759 • 653' 20 35 21 3 1 87 680—a 1 37 1 26 68—1 I 28 1 Q W LU Q I I LU —3 LU UJ cf)m w I CHASE 0 U' J 6n Q I ENTER EXIT 50 56 � I 1' 1 611 i I_ . . _.._.._.. _ . 1 76 30 —•._. .J LEGEND =EXISTING ROADWAY """""'•'=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY —=WEEKDAY EVENING PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION %OWFANf�mlo��k od.v¢vnwwiOR fyvr6w�12-.m 1214/2009 • `I ANTIC TRAFFIC &DESIGN ENGINEERS,INC. 2011 'BUILD"TRAFFIC VOLUMES-SATURDAY MIDDAY PEAK HOUR Figure 21 Proposed Chase Bank Mattituck,Town of Southold Suffolk County,New York 200 1 1 1166 W of 1 7-ELEVEN MATTITUCK PLAZA 1 ENTER EXIT U 113 27 106 106 Q L IS ,5 ` 149 64 40 06 r�559 13L 50 I3 r�—�573 MAIN ROAD 43 I1 69 1 —579 80 { i 2♦I4 sas i + 631 (NYS R +T 25) J L i 35 —752 633—• 1 1 r� 679 7 27 46 25 x s Ss I ID632 i 37 t 35 29 1 LU gLU I I LU CHASE!i ENTER E%IT 58 5J I I 1 1 801 t I_ .._.._ .._.. 96 63 •—• LEGEND =EXISTING ROADWAY """"'=EXISTING DRIVEWAY -------=PROPOSED DRIVEWAY -SATURDAY MIDDAY PEAK HOUR VOLUMES =SIGNALIZED INTERSECTION r wopw,pmmn.rrc o=.rpoawxwom rq+..xm,lsmm tYUx009 TECHNICAL APPENDIX ATLANTIC T'RAMC &DESIGN ENGINEERS,INC • LEVEL OF SERVICE DESCRIPTIONS LEVEL OF SERVICE ANALYSIS While traffic volumes provide a measure of activity on the area roadway system, it is also important to evaluate how well that system can accommodate those volumes — i.e., a comparison of peak traffic volumes with available roadway capacity. By definition, capacity represents the maximum number of vehicles which can be accommodated given the constraints of roadway geometry, environment, traffic characteristics, and controls. Intersections are usually the critical point in any road network since it is at such points that conflicts exist between through,crossing,and turning traffic,and where congestion is most likely to occur. UNSIGNALIZED INTERSECTIONS An unsignalized (i.e., "YIELD" or "STOP" sign controlled) driveway or side street along a through route is seldom critical from an overall capacity standpoint, however, it may be of great significance to the capacity of the minor cross-route, and it may influence the quality of traffic flow on both. In analyzing unsignalized intersections,it is assumed that both the through movements and right turn movements on the major street approaches are unimpeded and have the right-of-way over the minor street approaches and left turns from the major street. All other turning movements in the intersection cross,merge with, or are otherwise impeded by the major street movements. The concept in determining traffic delays at an unsignalized intersection is to process these impeded movements in a sequential manner. For each impeded movement, all conflicting flows are summed, and an initial critical `gap' in traffic is determined with a "follow-up" gap determined for subsequent vehicles waiting in a queue. Based upon the number of available gaps in the passing traffic stream,the potential capacity of that movement can be calculated. However, since operation at capacity is usually unsatisfactory to most drivers, a descriptive mechanism (Level of Service) has been developed which describes traffic operations as a function of average total delay. Unsignalized Levels of Service range from`A' (delays less than 10 seconds) to `F' (delays greater than 50 seconds). Table I summarizes the relationship between capacity and Level of Service for unsignalized intersections as defined by the Transportation Research Board Highway Capacity Manual 2000. LEVEL OF SERVICE AND EXPECTED DELAY FOR UNSIGNALIZED INTERSECTIONS LEVEL OF SERVICE AVERAGE TOTAL DELAY(SEC./VEH.) A <10 B >10and< 15 C >15 and<25 D >25and<35 E >35 and<50 F >50 Transportation Research Board,Highway Capacity Manual,HCM20001 2000,by the Transportation Research Board,Washington,D.C. • • SIGNALIZED INTERSECTIONS At signalized intersections, numerous other factors regulate the various approach capacities, including width of approach, number of lanes, signal "green time", turning percentages, truck volumes, etc. As with unsignalized intersections, operation at capacity is far from satisfactory since substantial delays or reduced operating speeds are likely. Therefore, a similar description mechanism has been developed (also called Level of Service) which indicates, on the basis of average delay per vehicle, the relative smoothness of intersection operation on a scale of`A' (indicating average delays of 10 seconds or less) to `F' (indicating average delays greater than 80 seconds). The various levels of signalized intersections are summarized in Table II. Again, the acceptable limit of delay for most motorists is Level of Service U. Delays cannot be related to overall roadway capacity in a simple one-to-one fashion. It is possible to have delays in the Level of Service `F range, without exceeding the physical roadway capacity. Such delays can exist if one or more of the following conditions exist: • ➢ long signal cycle lengths (the time of complete a full sequence of signal phases); ➢ the particular traffic movement experiences a long red tune;or, ➢ a progressive movement for a particular lane group is poor. LEVEL OF SERVICE FOR SIGNALIZED INTERSECTIONS LEVEL OF DESCRIPTION - AVERAGE SERVICE TOTAL DELAY A Progression is very favorable; many vehicles do not stop at all; <10 short cycle length contributes to low delay values. B Generally occurs with good progression and/or short cycle >10 and<20 length;more vehicles stop than with Level of Service A,causing higher levels of delay. C Fair progression and/or longer cycle length; the number of >20 and<35 vehicles stopping is significant at this level, though many vehicles still pass through the intersection without stopping. D Longer delays may result from unfavorable progression, long >35 and<55 cycle length,or high volume/capacity ratios;many vehicles stop and the proportion of vehicles not stopping declines;individual cycle failures are noticeable E These high delay values generally indicate poor progression, >55 and<80 long cycle length, and high volume/capacity ratios; individual cycle failures are frequent. F Considered unacceptable to most drivers; often occurs with >80 oversaturation (i.e. arrival flow rates exceed capacity), high volume/capacity ratios, and many individual cycle failures. Capacity is not necessarily exceeded under this Level of Service. Transportation Research Board, Hiehway Capacity Manual, HCM2000, 2000, published by the Transportation Research Board,Washington,D.C. • TECHNICAL APPENDIX Anm,mc TRAFFIC &DESIGN ENGINEERS,INC. HIGHWAY CAPACITY ANALYSIS Main Road & Factory Avenue/Sigsbee Place • Detailed Report Page 1 of 1 HCS+-DETAILED REPORT General Information. Site finformadon' Analyst BMZ Intersection Main Rd&Factory/Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed W512009 Jurisdiction Town of Southold Time Period Weekday Midday Analysis Year Existing Project ID AN09026 Volume and TIMIng Input' EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 54 493 53 41 472 42 36 55 38 88 57 93 %Heavy Vehicles,%HV 15 4 0 5 5 0 0 0 0 1 2 0 Peak-Hour Factor,PHF 0.83 0.83 0.83 0.91 0.91 0.91 0.73 0.73 0.73 0.85 0.85 0.85 Prelimed(P)or Actuated(A) A A A A A A A A A A A A Start-up Lost Time,11 2.0 2.0 1 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,Qn 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 1 4 0 0 3 0 0 1 7 0 0 17 Lane Width 12.011.5 12.0 12.0 10.0 9.0 10.5 11.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N • Parking Maneuvers, Nm Buses Stopping,Na 0 0 0 0 0 0 0 0 Min.Time for Pedestrians,GP 13.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SB Only NB Only 07 08 Timing G= 15.0 G= 35.0 G= G= G= 25.0 G= 10.0 G= G= Y= 5 IY= 5 Y= IY= IY= 5 Y= 5 1Y= IY= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 0C6i,"' il0ela ;3nd'fOSpetefrit!H86otuy.�Ix';.1111'1_iTr, '^$'.I 1,�6btig-rwf -?A, Aa l_,�„:�";y EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 65 653 45 562 49 117 104 156 Lane Group Capacity,c 293 931 226 598 160 154 404 396 v/c Ratio,X 0.22 0.70 0.20 0.94 0.31 0.76 0.26 0.39 Total Green Ratio,g/C 0.52 0.52 0.33 0.33 0.10 0.10 0.24 0.24 Uniform Delay,d1 17.7 18.8 25.0 34.0 44.3 46.3 32.5 33.6 Progression Factor,PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration,k 0.11 0.27 0.11 0.45 0.11 0.31 0.11 0.11 Incremental Delay,d2 0.4 2.4 0.4 23.0 1.1 19.6 0.3 0.6 Initial Queue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 18.0 21.2 25.4 57.0 45.4 65.9 32.8 34.3 Lane Group LOS B C C E D E C C Approach Delay 20.9 54.7 59.8 33.7 Approach LOS C D E C • I Intersection Delay 38.2 X,=0.62 Intersection LOS D Copyright 02005 University of Florida,All Rights Reserved HCS *w Version 5.21 Generated. 12142009 5'.54 PM file://C:\Documents and Settings\bAmolka\Local Settings\Temp\s2k2405.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT General Information '. Site Information • Analyst BMZ Intersection Main Rd&Factory/Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed 12/4/2009 Jurisdiction Town of Southold Time Period Weekday Midday Analysis Year No-Build Project ID AN09026 Volume and riming 1nout - EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 63 555 55 44 541 44 38 59 39 91 59 97 %Heavy Vehicles,%HV 15 4 0 5 5 0 0 0 0 1 2 0 Peak-Hour Factor,PHF 0.83 0.83 0.83 0.91 0.91 0.91 0.73 0.73 0.73 0.85 0.85 0.85 Pretimed(P)or Actuated(A) A A A A A A A A A A A A Start-up Lost Time,11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering,1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,Qn 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 4 0 0 3 0 0 7 1 0 0 17 Lane Width 12.0 1 11.5 12.0 12.0 1 10.0 9.0 10.5 11.0 Parking/Grade/Parking I N 0 N N 0 N N 0 N N 0 N • Parking Maneuvers,Nm Buses Stopping,Na 10 0 0 0 0 0 0 0 Min.Time for Pedestrians,Ga 1 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SS Only NB Only 07 08 Timing G= 15.0 JG= 35.0 G= G= G= 25.0 G= 10.0 G= G= Y= 5 Y= 5 Y= Y= Y= 5 IY= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 Utf`WGrD'u Ca &oy, bond i beta ''arid.LOSiOeternilaation EB WB,,. NB. ,. . SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 76 730 48 640 52 125 107 163 Lane Group Capacity,c 293 932 173 599 160 154 404 396 v/c Ratio,X 0.26 0.78 0.28 1.07 0.32 0.81 0.26 0.41 Total Green Ratio,g/C 0.52 0.52 0.33 0.33 0.10 0.10 0.24 0.24 Uniform Delay,d1 19.0 20.2 25.7 35.0 44.3 46.6 32.5 33.8 Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration,k 0.11 0.33 0.11 0.50 0.11 0.35 0.11 0.11 Incremental Delay,d2 0.5 4.4 0.9 56.4 1.2 27.0 0.4 0.7 Initial Oueue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 19.5 24.6 26.6 91.4 45.5 73.6 32.9 34.5 Lane Group LOS B C C F D E C C Approach Delay 24.1 86.9 65.3 33.8 Approach LOS C F E C Intersection Delay 51.5 X�=0.68 Intersection LOS D Copyright 02005 Universty of Florida,All flights Reserved HCS-- Version 521 Genamled. 12/42009 2'5]PM fileWCADocuments and Settings\bzimolka\Local Settings\Temp\s2k1FIA.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT General Information Sitelnformation'= • Analyst BMZ Intersection Main Rd&Factory/Sigshee Agency or Co. ATDE Area Type All other areas Date Performed 121412009 Jurisdiction Town of Southold Time Period Weekday Midday Analysis Year Build Project ID AN09026 Uolume'and TimingInput - EB WB NB SB LT TH RT LT TH d44 LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 1 1 0 1 1 0 Lane Group L TR L TRL TR L TR Volume,V(vph) 63 570 55 45 555 38 59 40 92 59 97 Heavy Vehicles,%HV 15 4 0 5 5 0 0 0 1 2 0 Peak-Hour Factor,PHF 0.83 0.83 0.83 0.91 0.91 0.73 0.73 0.73 0.85 0.85 0.85 Pretimed(P)or Actuated(A) A A A A A A A A A A A Start-up Lost Time,11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 j12.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 4 0 3 0 0 7 0 0 17 Lane Width 12.0 11.5 12.0 10.0 9.0 10.5 11.0Parking/Grade/Parking N 0 N 0 N N 0 N N 0 N Parking Maneuvers,Nor Buses Stopping, Ne 0 0 0 0 0 0 0 Min.Time for Pedestrians,Go 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SB Only NB Only 07 08 Timing G= 15.0 G= 35.0 G= G= G= 25.0 G= 10.0 G= G= Y= 5 IY= 5 Y= IY= IY= 5 Y= 5 1Y=: Y= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 .,� . LOS ,w, LaBa ,Lo ,Cofi 'is `andtrolltleterm�natlon . ,. EB WB NB SB LT TH RT LT I TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 76 748 49 655 52 126 108 163 Lane Group Capacity,c 293 932 161 599 160 154 404 396 v/c Ratio,X 0.26 0.80 0.30 1.09 0.32 0.82 0.27 0.41 Total Green Ratio,g/C 0.52 0.52 0.33 0.33 0.10 0.10 0.24 0.24 Uniform Delay,d1 19.0 20.5 26.0 35.0 44.3 46.6 32.5 33.8 Progression Factor,PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration, k 0.11 0.35 10.11 0.50 0.11 0.36 0.11 0.11 Incremental Delay,d2 0.5 5.1 1.1 64.9 1.2 28.1 0.4 0.7 Initial Queue Delay,d, 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 19.5 25.7 27.0 99.9 45.5 74.7 32.9 34.5 Lane Group LOS B C C F D E C C Approach Delay 25.194.8 66.2 33.9 Approach LOS C F E C • Intersection Delay 54.8 X,=0.70 Intersection LOS D Copyright®2005 University of Florida,All Rights Reserved HCS+T+ version 531 Generated: 12/42009 2'.50 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\s2klF64.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT Genenif'Intbrtnation ;` - Site Information` • Analyst BMZ Intersection Main Rd&Factory/Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed 825/2009 Jurisdiction Town of Southold Time Period Weekday Evening Analysis Year Existing Project ID AN09026 Volume and Tlrriin g input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 60 577 46 22 606 29 19 32 19 60 27 75 °%Heavy Vehicles,%HV 0 3 0 0 3 7 0 0 0 0 0 0 Peak-Hour Factor,PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.92 0.92 0.92 0.81 0.81 0.81 Pretimed(P)or Actuated(A) A A I A I A A A A A A I A A A Start-up Lost Time,11 2.0 2.0 2.0 2.0 1 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 3 3 3 3 3 3 Unit Extension, UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering,1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,Qb 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 1 8 1 0 0 0 0 0 7 0 0 16 Lane Width 12.0 11.5 12.0 12.0 1 10.b 9.0 110.5 11.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N • Parking Maneuvers,Nm Buses Stopping,Ne 0 0 0 0 0 0 0 0 Min.Time for Pedestrians,Gp 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SB Only NB Only 07 08 Timing G= 17.0 G= 50.0 G= G= G= 10.0 'G= 8.0 G= G= Y= 5 IY= 5 Y= Y= Y= 5 Y= 5 Y= IY= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 tane`Ciou"Ca"ac'I ControPPela';and LOS DeWfirki8tfon, .•r, ;ti' EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 66 676 26 747 21 48 74 106 Lane Group Capacity,c 403 1234 369 871 128 125 163 157 v/c Ratio,X 0.16 0.55 0.07 0.86 0.16 0.38 0.45 0.68 Total Green Ratio,g/C 0.69 0.69 0.48 0.48 0.08 0.08 0.10 0.10 Uniform Delay,d1 13.4 8.3 14.9 24.3 45.4 46.2 44.9 45.9 Progression Factor,PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration, k 0.11 0.15 0.11 0.39 0.11 0.11 0.11 0.25 Incremental Delay,d2 0.2 0.5 0.1 8.5 0.6 2.0 2.0 10.9 Initial Queue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 13.5 8.8 15.0 32.9 46.0 48.1 46.9 56.9 Lane Group LOS B A B C D D D E Approach Delay 9.2 32.3 47.5 52.8 Approach LOS A C 0 D • Intersection Delay 25.3 X°is 0.67 Intersection LOS C Copyright 02005 University of Florida,All Rights Reserved HCS**v Version 5.21 Generated'. 12/4/2009 554 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\s2k24D2.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT GeneraClnPonnatlon ' Site/eformation`; • Analyst BMZ Intersection Main Rd 8 Factory/Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed 1214/2009 Jurisdiction Town of Southold Time Period Weekday Evening Analysis Year No-Build Project ID AN09026 Volume.and Tinting Input EB NB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 70 639 48 25 671 30 20 35 20 62 28 78 %Heavy Vehicles,%HV 0 3 0 0 3 7 0 0 0 0 0 0 Peak-Hour Factor,PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.92 0.92 0.92 0.81 0.81 0.81 Pretimed(P)or Actuated(A) A A A A A A A A A A A A Start-up Lost Time,11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 1 2.0 2.0 Arrival Type,AT 3 3 1 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering,1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,On 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 8 0 1 0 1 0 0 0 7 0 0 1 16 Lane Width 12.0 11.5 12.0 12.0 10.0 9.0 10.5 11.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0N Parking Maneuvers,Nm Buses Stopping,Ne 0 0 0 0 0 0 0 0 Min.Time for Pedestrians,Gp 3.2 3.2 3.2 3.2 Phasing I EB Only EW Perm 03 04 SB Only NB Only 07 08 Timing G= 17.0 G= 50.0 G= G= G=- 10.0 G= 8.0 G= G= Y= 5 Y= 5 Y= IY= IY= 5 Y= 5 Y= Y= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 •LatiWWOu °Ca achWcontrolDelay,` d WS:Deterth 11lon : `; 1<`r �...,,°aM , 'par, EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 77 746 29 824 22 52 77 112 Lane Group Capacity,c 364 1235 346 871 128 125 163 157 v/c Ratio,X 0.21 0.60 0.08 0.95 0.17 0.42 0.47 0.71 Total Green Ratio,g/C 0.69 0.69 0.48 0.48 0.08 0.08 0.10 0.10 Uniform Delay,d1 16.7 8.9 15.0 26.2 45.4 46.3 45.0 46.1 Progression Factor,PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration,If 0.11 0.19 1 0.11 0.46 0.11 1 0.11 1 0.11 0.28 Incremental Delay,d2 0.3 0.8 0.1 18.7 0.6 2.2 2.2 14.2 Initial Queue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 17.0 9.7 15.1 44.9 46.0 48.5 47.2 60.3 Lane Group LOS B A B D D D D E Approach Delay 10.4 43.9 47.8 55.0 Approach LOS B D D D • I Intersection Delay 30.9 X,=0.73 Intersection LOS C copyright®2005 University of Florida,All Rights Reserved HCSar• Version 5.21 Generated, 12/4/2009 2,57 PM fileWCADocuments and Settings\bzimolka\Local Settings\Temp\s2k1F2C.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT General lntormatlon Site intormadon Analyst BMZ Intersection Main Rd 8 Factory/Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed 12/4/2009 Jurisdiction Town of Southold Time Period Weekday Evening Analysis Year Build Project ID AN09026 Volume and Timin Input EB WB NB SB LT TH RT LT TH RT LT I TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 70 653 48 26 685 31 20 35 21 63 28 78 %Heavy Vehicles,%HV 0 3 0 0 3 7 0 0 0 0 0 0 Peak-Hour Factor,PHF 0.91 0.91 0.91 0.85 0.85 0.85 0.92 0.92 0.92 0.81 0.81 0.81 Pretimed(P)or Actuated(A) A A A A A A A A A A A A Stan-up Lost Time,11 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering,1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,On 0.0 0.0 0.0 0.0 0.0 0.0 1 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 1 8 0 0 0 0 0 7 0 0 16 Lane Width 12.0 11.5 12.0 12.0 10.0 9.0 10.5 11.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N • Parking Maneuvers,Nm Buses Stopping,Ne 0 0 0 0 1 0 0 0 0 Min.Time for Pedestrians,Gp 3.2 3.2 3.2 3.2 Phasing EB Only EW Perm 03 04 SS Only NB Only 07 08 Timing G= 17.0 G= 50.0 G= G= G= 10.0 G= 8.0 G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= 5 IY= Y= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 Lane;Gftid ffa Sc! Controt'Dela ,and LOS Determination EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 77 762 d340 842 22 53 78 112 Lane Group Capacity,c 364 1235 871 128 125 163 157 v/c Ratio,X 0.21 0.62 0.97 0.17 0.42 0.48 0.71 Total Green Ratio,g/C 0.69 0.69 0.48 0.08 0.08 0.10 0.10 Uniform Delay,d1 17.4 9.0 26.7 45.4 46.3 45.0 46.1 Progression Factor, PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration,k 0.11 0.20 0.47 0.11 0.11 0.11 0.28 Incremental Delay,d2 0.3 0.9 0.1 22.6 0.6 2.3 2.2 14.2 Initial Queue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 17.6 9.9 15.2 49.3 46.0 48.6 47.2 60.3 Lane Group LOS B A B D D D D E Approach Delay 10.6 48.1 479 54.9 Approach LOS B D D D • Intersection Delay 32.9 X�=0.75 Intersection LOS C Copyright 02005 university of Florida,All Rights Reserved HCS,- Version 5.21 Generated. 12/48009 2:59 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\s2k1F7A.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT General Information ' SBelnformatlon.'' . Analyst BMZ Intersection Main Rd&Factory/Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed 81252009 Jurisdiction Town of Southold Time Period Saturday Midday Analysis Year Existing Project ID AN09026 Volume and''Timin g Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 65 682 28 20 491 14 26 42 23 91 39 61 Heavy Vehicles,°/HV 0 3 0 0 3 7 0 0 0 0 0 0 Peak-Hour Factor,PHF 0.96 0.96 0.96 0.93 0.93 0.93 1 0.71 0.71 0.71 0.87 0.87 0.87 Pretimed(P)or Actuated(A) A A A I A A A A A A I A A A Start-up Lost Time,It 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering,1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,Do 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 6 0 0 3 0 0 2 0 0 3 Lane Width 12.0 11.5 1 12.0 1 12.0 10.0 9.0 10.5 11.0 Parking/Grade/Parking N 1 0 1 N N 0 N N 0 N N 0 N • Parking Maneuvers,Nrh Buses Stopping,No 00 0 0 0 0 0 0 Min.Time for Pedestrians,Gp 3.2 3.2 3.2 3.2 Phasing ES Only EW Perm 03 04 SB Only NB Only 07 08 G= 13.0 G= 38.0 G= G= G= 20.0 G= 14.0 G= G= Timing Y= 5 Y= 5 Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 Lane'Greu Ca�a&O' Cohi Delay,andLQS,Defermltraflon EB WB . NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 68 733 22 540 37 89 105 112 Lane Group Capacity,c 343 964 191 665 225 217 327 318 v/c Ratio,X 0.20 0.76 0.12 0.81 0.16 0.41 0.32 0.35 Total Green Ratio,g/C 0.53 0.53 0.36 0.36 0.13 0.13 0.19 0.19 Uniform Delay,d1 16.1 19.2 22.3 30.3 40.3 41.7 36.6 36.9 Progression Factor,PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration,k 0.11 0.31 0.11 0.35 0.11 0.11 0.11 0.11 Incremental Delay,d2 0.3 3.6 0.3 7.6 0.3 1.3 0.6 0.7 Initial Queue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 16.4 22.8 22.6 37.9 40.7 43.0 37.2 37.6 Lane Group LOS 8 C C D D D D D Approach Delay 22.3 37.3 42.3 37.4 Approach LOS C D D D • Intersection Delay 30.6 X�=0.62 Intersection LOS C Copyright D 2005 University of Florida,All Rights Reserved HCSww Version 5.21 Can era led: 12/4/2009 554 PM fileWCADocuments and Settings\bzimolka\Local Settings\Temp\s2k24E4.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT General1nPonnation Site'lnfonnadon` • Analyst BMZ Intersection Main Rd&Factory7Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed 12/4/2009 Jurisdiction Town of Southold Time Period Saturday Midday Analysis Year No-Build Project ID AN09026 Volume and 71ming Input EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 78 727 29 23 541 15 27 46 24 94 40 64 %Heavy Vehicles,%HV 0 3 0 0 3 7 0 0 0 0 0 0 Peak-Hour Factor,PHF 0.96 0.96 0.96 0.93 0.93 0.93 0.71 0.71 0.71 0.87 0.87 0.87 Pretimed(P)or Actuated(A) A A A A A I A I A A I A A A I A Start-up Lost Time,h 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering, 1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,Do 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 6 0 0 3 0 0 2 0 0 3 Lane Width 12.0 11.5 12.0 12.0 10.0 9.0 10.5 11.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N Parking Maneuvers,N. Buses Stopping,NB 0 0 0 0 0 0 0 0 Min.Time for Pedestrians,Gp 3.2 3.2 13.2 13.2 Phasing EB Only EW Perm 03 04 SB Only NB Only 07 08 Timing G= 13.0 G= 38.0 G= G= G= 20.0 G= 14.0G G= Y= 5 IY= 5 Y= Y= IY= 5 Y= 5 Y= IY= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 Lane Grou Ca ae! 'Control'Dila ,and LOS Deterinfnatibrr EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 81 781 25 595 38 96 108 116 Lane Group Capacity,c 302 964 157 665 225 217 327 318 Vic Ratio,X 0.27 0.81 0.16 0.89 0.17 0.44 0.33 0.36 Total Green Ratio,g/C 0.53 0.53 0.36 0.36 0.13 0.13 0.19 0.19 Uniform Delay,d1 17.7 20.1 22.7 31.6 40.3 41.9 36.7 37.0 Progression Factor,PF 1.000 1.000 1 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration,k 0.11 0.35 0.11 0.42 0.11 0.11 0.11 0.11 Incremental Delay,d2 0.5 5.3 0.5 14.7 0.4 1.4 0.6 0.7 Initial Queue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 18.2 25.4 23.2 46.3 40.7 43.3 37.3 37.7 Lane Group LOS B C C D D D D D Approach Delay 24.7 45.4 42.6 37.5 Approach LOS C 2D D • Intersection Delay 34.5 X,=0.65 Intersection LOS C Copynght,02005 University of Florida,All Rights Reserved MCS+TM Version 5.21 Generated 121912009 258 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\s2k1F3F.tmp 12/4/2009 Detailed Report Page 1 of 1 HCS+-DETAILED REPORT Generallnformation ':' Site Information 3 • Analyst BMZ Intersection Main Rd&Factory/Sigsbee Agency or Co. ATDE Area Type All other areas Date Performed 121412009 Jurisdiction Town of Southold Time Period Saturday Midday Analysis Year Build Project ID AN09026 Volume and Tinrl Input, EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Number of Lanes,Ni 1 1 0 1 1 0 1 1 0 1 1 0 Lane Group L TR L TR L TR L TR Volume,V(vph) 78 747 29 24 559 15 27 46 25 96 40 64 %Heavy Vehicles,%HV 0 3 0 0 3 7 0 0 0 0 0 0 Peak-Hour Factor,PHF 0.96 0.96 0.96 0.93 0.93 0.93 1 0.71 0.71 0.71 0.87 0.87 0.87 Pretimed(P)or Actuated(A) A A A A A A A A A A A A Start-up Lost Time,It 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Extension of Effective Green,a 2.0 2.0 2.0 2.0 2.0 2.0 2.0 2.0 Arrival Type,AT 3 3 1 3 3 3 3 3 3 Unit Extension,UE 3.0 3.0 3.0 3.0 3.0 3.0 3.0 3.0 Filtering/Metering,1 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Initial Unmet Demand,On 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Ped/Bike/RTOR Volumes 0 0 6 0 0 1 3 0 0 2 0 0 3 Lane Width 12.0 11.5 12.0 12.0 10.0 9.0 10.5 11.0 Parking/Grade/Parking N 0 N N 0 N N 0 N N 0 N • Parking Maneuvers,Nm Buses Stopping,Na 0 0 0 0 0 0 0 0 Min.Time for Pedestrians,Gp 3.2 3.2 1 3.2 3.2 Phasing EB Only EW Perm 03 04 SB Only NS Only 07 08 Timing G= 13.0 G= 38.0 G= G= G= 20.0 G= 14.0 G= G= Y= 5 Y= 5 Y= Y= Y= 5 Y= 5 Y= Y= Duration of Analysis,T=0.25 Cycle Length,C= 105.0 La`ne'Gr6u Cabt ci Cont- Dalai, dC4S'Determ1nAdon EB WB NB SB LT TH RT LT TH RT LT TH RT LT TH RT Adjusted Flow Rate,v 81 802 26 614 38 97 110 116 Lane Group Capacity,c 295 964 142 665 225 217 327 318 Vic Ratio,X 0.27 0.83 0.18 0.92 0.17 0.45 0.34 0.36 Total Green Ratio,g/C 0.53 0.53 0.36 0.36 0.13 0.13 0.19 0.19 Uniform Delay,d1 18.3 20.6 22.9 32.1 40.3 41.9 36.8 37.0 Progression Factor,PF 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 Delay Calibration,k 0.11 0.37 0.11 0.44 0.11 0.11 0.11 0.11 Incremental Delay,d2 0.5 6.3 0.6 18.6 0.4 1.5 0.6 0.7 Initial Queue Delay,d3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Control Delay 18.8 26.8 23.5 50.7 40.7 43.4 37.4 37.7 Lane Group LOS 8 C C D D D D D Approach Delay 26.1 49.6 42.6 37.5 Approach LOS C DD D • Intersection Delay 36.7 X,=0.67 Intersection LOS D Copyright m 2005 University of Florida,All Rights Reserved HCS+m Version 5.21 Generated: 12142009 2'.59 PM file://C:\Doeuments and Settings\bzimolka\Local Settings\Temp\s2k1F90.tmp 12/4/2009 TECHNICAL APPENDIX Aeric TRAuic &DESIGN ENGINEERS,INC. HIGHWAY CAPACITY ANALYSIS • Main Road and Marlene/Shopping Center Driveway • Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY . General Information , Site Information Analyst BMZ Intersection Main Rd&Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 8262009 Analysis Year Existing Analysis Time Period Weekday Midday Project Description AN09026 East/West Street: Main Road NYS Rt 25 North/South Street: Marlene Lane/West Driveway Intersection Orientation: East-West Stud Pedod hrs : 0.25 ye cow and Ad usttnents Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 601 18 42 508 6 Peak-Hour Factor,PHF 1.00 0.83 0.83 0.91 0.91 0.91 Hourly Flow Rate,HFR 0 724 21 46 558 6 (veh/h) Percent Heavy Vehicles 0 -- — 0 -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 - 9 10 11 12 L T R L T R Volume veh/h) 8 2 51 4 39 . Peak-Hour Factor,PHF 0.70 0.70 0.70 0.83 0.83 0.83 Hourly Flow Rate,HFR 11 2 72 0 4 46 veh/h Percent Heavy Vehicles 0 0 2 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR geYi ; 4"ehe-Lan`tH'iandeaval'ofServlce 4,r <,'u_ .a..tl. � ' " w .w, 0, , N Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 46 85 50 C(m)(veh/h) 872 287 427 v/c 0.05 0.30 0.12 95%queue length 0.17 1.20 0.39 Control Delay(s/veh) 9.4 1 22.7 14.5 LOS A C B Approach Delay(s/veh) -- -- 22.7 14.5 Approach LOS -- -- C B CWynght 02005 University of Florida,All Rights Reserved HCS+ Version 5.21 Generated'. 1214/2009 5:54 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k24E8.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site lnfonnation Analyst BMZ Intersection Main Rd&Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 12/4/2009 Analysis Year No-Build Analysis Time Period Weekday Midday Project Description AN09026 East/West Street: Main Road NYS Rt 25 North/South Street: Marlene LanehVest Driveway Intersection Orientation: East-West IStudy Period hrs : 0.25 WhI04.3 616rines and Ad ustments Major Street Eastbound Westbound Movement 1 2 3 4 5 1 6 L T R L T R Volume veh/h) 666 19 44 601 6 Peak-Hour Factor, PHF 1.00 0.83 0.83 0.91 0.91 0.91 Hourly Flow Rate,HFR 0 802 22 48 660 6 (veh/h) Percent Heavy Vehicles 0 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR Upstream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 8 2 53 4 40 . Peak-Hour Factor,PHF 0.70 0.70 0.70 0.83 0.83 0.83 Hourly Flow Rate,HFR 11 2 75 0 4 48 veh/h Percent Heavy Vehicles 0 0 2 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR Dela :aldeq ° eti`tl�'endtevel�of5ervtcex Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 48 88 52 C(m)(veh/h) 815 238 364 Vic 0.06 0.37 0.14 95%queue length 0.19 1.62 0.49 Control Delay(s/veh) 9.7 28.7 16.5 LOS A D C Approach Delay(s/veh) -- -- 28.7 16.5 Approach LOS -- -- D C Copyright 02005 University o/Florida,Ap Rights Reserved HCS.TM Version 5.21 Generated 12/40009 3:0O PM • file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1F95.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY • General-Information` Site Information Analyst BMZ Intersection Main Rd&Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 121412009 Analysis Year Build Analysis Time Period Weekday Midday Project Description AN09026 EastM/esl Street: Main Road NYS Rt 25 North/South Street: Maden LaneANest Driveway Intersection Orientation: East-West IStudy Period(Inrs : 0.25 11e11�e"volumea'arid A¢ii'stiitents �; " ' � }` ,�t.�re: :�, Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 683 19 45 616 6 Peak-Hour Factor,PHF 1.00 0.83 0.83 0.91 0.91 0.91 Hourly Flow Rate,HFR 0 822 22 49 676 6 (vehlh) Percent Heavy Vehicles 0 -- — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR U stream Si nal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 8 2 54 4 40 Peak-Hour Factor,PHF 0.70 0.70 0.70 0.83 0.83 0.83 Hourly Flow Rate,HFR 11 2 77 0 4 48 veh/h Percent Heavy Vehicles 0 0 2 0 0 0 Percent Grade(%) 0 0 Flared Approach - N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR DelaM Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11Lane Configuration L LTR v(veh/h) 49 90 C(m)(veh/h) 801 230 Vic 0.06 0.39 0.15 95%queue length 0.20 1.75 0.51 Control Delay(s/veh) 9.8 30.4 16.9 LOS A D C Approach Delay(s/veh) -- -- 30.4 16.9 Approach LOS -- -- D C Copyrighl02005 University of Florida,All Rights Reserved HCS*r• Version 5.21 Generated'. 121412009 3:01 PM • file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2klFA2.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY • GenerattlnformationSite fnformatton Analyst BMZ Intersection Main Rd 8 Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 8/262009 Analysis Year Existing Analysis Time Period Weekday Evening Project Description AN09026 East/West Street: Main Road NYS Rt 25 North/South Street: Maden LaneANest Drivewa Intersection Orientation: East-West IStudy Period hrs : 0.25 V��i�lt��Eotiimea"asd A8 uatin`ehts •, .-� ' '�1^+."; . K, Major Street Eastbound I Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 647 9 47 620 9 Peak-Hour Factor,PHF 1.00 0.91 0.91 0.85 0.85 0.85 Hourly Flow Rate,HFR 0 710 9 55 729 10 (veh/h) Percent Heavy Vehicles 0 — -- 0 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR U stream Signal 0 10 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 2 1 45 2 35 . Peak-Hour Factor,PHF 0.82 0.82 0.82 0.79 0.77 0.77 Hourly Flow Rate,HFR 2 1 54 0 2 45 veh/h Percent Heavy Vehicles 0 0 0 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR Defy )'.d'eVSa L"@n 'th" dLe`velof•Ser5lce "" y. r '` Ae ��+ 1 „4��' cw. ..+'�F'w 2d t;r;.AU". Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 55 57 47 C(m)(veh/h) 892 356 372 v/c 0.06 0.16 0.13 95%queue length 0.20 0.56 0.43 Control Delay(s/veh) 9.3 17.0 16.1 LOS A C C Approach Delay(s/veh) -- -- 17.0 16.1 Approach LOS -- -- C C Copyright 02005 University of Flonda,All Rights Reserved NCS+Ta Version 5 21 Generated: 12/42W9 5'.55 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k24EB.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY • Generalnfomtabon Sit¢�Information Analyst BMZ Intersection Main Rd&Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 12/4/2009 Analysis Year No-Build Analysis Time Period Weekday Evening Project Description AN09026 EastANest Street: Main Road NYS Rt 25 North/South Street: Marlene LanelWast Driveway Intersection Orientation: East-West IStudy Period hrs : 0.25 VehiClelfalUmes end Ad ustmetlts Major Street Eastbound Westbound Movement - 1 2 3 4 5 6 L T R L T R Volume vehlh 712 9 49 708 9 Peak-Hour Factor,PHF 1.00 0.91 0.91 0.85 0.85 0.85 Hourly Flow Rate,HFR 0 782 9 57 832 10 (veh/h) Percent Heavy Vehicles 0 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR U stream Si nal 0 0 Minor Street Northbound Southbound Movement - 7 8 9 10 11 12 L T R L T R Volume veh/h) 2 1 46 2 36 • Peak-Hour Factor,PHF 0.82 0.82 0.82 0.79 0.77 0.77 Hourty Flow Rate,HFR 2 1 56 0 2 46 veh/h Percent Heavy Vehicles 0 0 0 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR D@7a 13i 31 tle`�911ftt1 Jlld"L'9fiFe1 Cf.$aNlCe 41" �a ix Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 57 59 48 C(m)(veh/h) 838 310 320 Vic 0.07 0.19 0.15 95%queue length 0.22 0.69 0.52 Control Delay(s/veh) 9.6 19.3 18.2 LOS A C C Approach Delay(s/veh) -- — 19.3 18.2 Approach LOS -- -- C C • co,,n,int 02005 University or Flora,All Righs Reserved HCSam Version 5.21 Generated'. 12/42009 3'.01 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1F9A.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General nfonnation Site Inforiritation s= - _ Analyst BMZ Intersection Main Rd&Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 12/4/2009 Analysis Year Build Analysis Time Period Weekday Evening Pro'ed Description AN09026 EastNVest Street: Main Road NYS Rt 25 North/South Street: Marlene Lane/West Driveway Intersection Orientation: East-West IStudy Period hrs : 0.25 Major Street Eastbound Westbound Movement - 1 2 3 4 5 6 L T R L T R Volume veh/h 728 9 50 724 9 Peak-Hour Factor,PHF 1.00 0.91 0.91 0.85 0.85 0.85 Hourly Flow Rate,HFR (veh/h) 0 799 9 58 851 10 Percent Heavy Vehicles 0 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR U stream Signal 0 0 Minor Street Northbound Southbound Movement7 8 9 10 11 12 L T R L T R Volume veh/h 2 1 47 2 36 • Peak-Hour Factor,PHF 0.82 0.82 0.82 0.79 0.77 0.77 Hourly Flow Rate,HFR 2 1 57 0 2 46 veh/h Percent Heavy Vehicles 0 0 0 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR fYe"I� -:dtireue.Len tlit.aridLeirel ofi$drtrice''�:'"a .1 w'; , x`1'1 Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 58 60 48 C(m)(veh/h) 826 300 309 v/c 0.07 0.20 0.16 95%queue length 0.23 0.73 0.54 Control Delay(s/veh) 9.7 20.0 18.8 LOS A C C Approach Delay(s/veh) -- -- 20.0 18.8 Approach LOS -- — C C • Copyright®2005 university of Florida,Alt Rights Reserved HCS-- Version 5.21 Generated: 12/42009 3:02 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1FA7.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General,lnfor'mation Site[ formation • Analyst BMZ Intersection Main Rd&Marlene Ln/Dnveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 826/2009 Analysis Year Existing Analysis Time Period Saturday Midday Project Description AN09026 East/Wesl Street: Main Road NYS Rt 25 North/South Street: Marlene LaneNVest Orivewa Intersection Orientation: East-West Stud Period hrs : 0.25 Vettfcle!Valunres and Ad)Ustments Major Street Eastbound Westbound Movement 1 2 3 1 4 5 6 L T R L T R Volume(veh/h) 774 22 58 475 14 Peak-Hour Factor,PHF 1.00 0.96 0.96 0.93 0.93 0.93 Hourly Flow Rate,HFR 0 806 22 62 510 15 (veh/h) Percent Heavy Vehicles 0 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 2 5 51 3 48 Peak-Hour Factor,PHF 0.84 0.84 0.84 0.88 0.88 0.88 • Hourly Flow Rate,HFR 2 5 60 0 3 54 veh/h Percent Heavy Vehicles 0 0 0 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR Dela 'Q'WeueLen 'thi4rid L'eV'ehof'Servicer'"""': -�', •`°; . i �. ,_=�s :' .. ' „;lte I'+u�' ,.')? n �d, Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 6 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 62 67 57 C(m)(veh/h) 812 301 466 v/c 0.08 0.22 0.12 95%queue length 0.25 0.84 0.41 Control Delay(s/veh) 9.8 20.4 13.8 LOS A C B Approach Delay(s/veh) -- -- 20.4 13.8 Approach LOS -- -- C B Copyright 02005 University of Florida,All Rights Reserved HCS+TM Version 5.21 Generated: 1214/2009 5.55 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k24EE.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY . General Information Site Information Analyst BMZ Intersection Main Rd&Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 1214/2009 Analysis Year No-Build Analysis Time Period Saturday Midday Project Description AN09026 EastNVest Street: Main Road NYS Rt 25 North/South Street: Marlene LaneNVest Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehl Cfe l&idn e's and Ad'ustments " `` Major Street Eastbound Westbound Movement 1 2 3 4 1 5 6 L T R L T R Volume(vell 822 23 60 554 15 Peak-Hour Factor,PHF 1.00 0.96 0.96 0.93 0.93 0.93 Hourly Flow Rate,HFR 0 856 23 64 595 16 (veh/h) Percent Heavy Vehicles 0 -- -- 0 -- Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR Upstream Signal 0 1 0 Minor Street Northbound Southbound Movement 7 8 9 10 1 11 12 L T R L T R Volume veh/h) 2 5 53 3 50 • Peak-Hour Factor,PHF 0.84 0.84 0.84 0.88 0.88 0.88 Hourly Flow Rate,HFR 2 5 63 0 3 56 veh/h Percent Heavy Vehicles 0 0 0 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 64 70 59 C(m)(veh/h) 777 270 411 v/c 0.08 0.26 0.14 95%queue length 0.27 1.01 0.50 Control Delay(s/veh) 10.0 22.9 15.2 LOS B C C Approach Delay(s/veh) -- -- 22.9 15.2 Approach LOS -- -- C C . Copyrighl 02005 University or Florida,All Ri9hlS Reserved HCS+w Version 5.21 Generated'. 12/4/2009 3-.01 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2klF9E.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY Gene'ral'Information Site Information Analyst BMZ Intersection Main Rd&Marlene Ln/Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 8/26/2009 Analysis Year Build Analysis Time Period Saturday Midday Pro'ect Description AN09026 EastNVest Street: Main Road NYS Rt 25 North/South Street: Madene LaneAlVest Drivewa Intersection Orientation: East-West IStudy Period hrs : 0.25 VA101e'Vo(df6e9and Ad'ustmirits Major Street Eastbound I Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 845 23 62 572 15 Peak-Hour Factor,PHF 1.00 0.96 0.96 0.93 0.93 0.93 Hourly Flow Rate, HFR 0 880 23 66 615 16 (veh/h) Percent Heavy Vehicles 0 -- — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 0 1 0 1 1 0 Configuration TR L TR U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 2 5 55 3 50 • Peak-Hour Factor,PHF 0.84 0.84 0,84 0.88 0.88 0.88 Hourly Flow Rate,HFR 2 5 65 0 3 56 veh/h Percent Heavy Vehicles 0 0 0 0 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR TR Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LTR TR v(veh/h) 66 72 59 C(m)(veh/h) 761 260 397 vlc 0.09 0.28 0.15 95%queue length 0.28 1.10 0.52 Control Delay(s/veh) 10.2 24.1 15.6 LOS B C C Approach Delay(s/veh) -- -- 24.1 15.6 Approach LOS -- -- C C copyright 2005 Unsversity of Florida,All Rights Reserved HCS+T• Version 5.21 Genera led'. 12/4/2009 302 PM • file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1FAB.tmp 12/4/2009 • TECHNICAL APPENDIX Anm*mc T kmc &DESIGN ENGINEERS,INC. HIGHWAY CAPACITY ANALYSIS • Main Road & East Shopping Center Driveway Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY • General Information Site Information Analyst BMZ Intersection Main Rd 8 East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 826/2009 Analysis Year Existing Analysis Time Period Weekday Midday Project Description AN09026 East/West Street: Main Road NYS Rt 25 NorthlSouth Street: East Shopping Center Driveway Intersection Orientation: East-West IStudy Period(hus), 0.25 Ve11i'cle`Yolumes and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 65 587 517 131 Peak-Hour Factor,PHF 0.83 0.83 0.83 0.91 0.91 0.91 Hourly Flow Rate,HFR 78 707 0 0 568 143 (veh/h) Percent Heavy Vehicles 4 — — 0 — — Median Type Undivided RT Channelized 0 1 1 0 Lanes 1 1 0 0 1 0 Configuration L T TR U stream Si nal 0 0 Minor Street Northbound I Southbound Movement 7 8 9 10 1 11 12 L T R L T R Volume veh/h 71 39 • Peak-Hour Factor,PHF 1.00 0.70 0.70 0.86 0.83 0.86 Hourly Flow Rate,HFR 0 0 0 82 0 45 veh/h Percent Heavy Vehicles 0 0 2 2 0 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Dela'•".ClUeueLBriffi''and`LevekofBBNICeS '' finril n, :ff1 ,.,�„ �€st rM Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR v(veh/h) 78 127 C(m)(veh/h) 879 324 Vic 0.09 0.39 95%queue length 0.29 1.80 Control Delay(s/veh) 9.5 23.1 LOS A C Approach Delay(s/veh) -- -- 23.1 Approach LOS -- -- C Copp,,,112011 University or Florida,All Rights Reserced HCS... Version 5.21 Generated 12/42009 5:55 PM • file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k24F3.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY • General Information Site Information Analyst BMZ Intersection Main Rd 8 East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 12/4/2009 Analysis Year No-Build Analysis Time Period Weekday Midday Project Description AN09026 East/West Street: Main Road NYS Rt 25 N0 "South Street: East Shopping Center Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Vehlttle V (times and Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 1 5 6 L T R L T R Volume veh/h 67 652 611 136 Peak-Hour Factor,PHF 0.83 0.83 0.83 0.91 0.91 0.91 Hourly Flow Rate,HFR 80 785 0 0 671 149 (veh/h) Percent Heavy Vehicles 4 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 1 11 12 L T R L T R Volume(veh/h 74 40 • Peak-Hour Factor,PHF 1.00 0.70 0.70 0.86 0.83 0.86 Hourly Flow Rate,HFR 0 0 0 86 0 46 veh/h Percent Heavy Vehicles 0 0 2 2 0 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR DAPa'k(;j�ieife Letl tN"and Levehaif Service" Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR v(veh/h) 80 132 C(m)(veh/h) 800 255 v/c 0.10 0.52 95%queue length 0.33 2.73 Control Delay(slveh) 10.0 33.3 LOS A D Approach Delay(s/veh) -- -- 33.3 Approach LOS -- •• D Copyhght 02005 University of Florida,All Rights Reserved HCS Version 5.21 Generated 12/42009 3:03 PM • file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1FB6.tmp 12/4/2009 Two-Way Stop Control Page l of 1 TWO-WAY STOP CONTROL SUMMARY • General Inforinallon Site Information Analyst BMZ Intersection Main Rd B East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 12/4/2009 Analysis Year Build Analysis Time Period Weekday Midday Project Description AN09026 East/West Street: Main Road NYS Rt 25 North/South Street: East Shopping Center Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Veh(eii.,folumeiind Atl uStRfenfs ry Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h 67 640 31 25 600 136 Peak-Hour Factor,PHF 0.83 0.83 0.83 0.91 0.91 0.91 Hourly Flow Rate,HFR 80 771 37 27 659 149 (veh/h) Percent Heavy Vehicles 4 — — 5 — — Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 27 1 27 74 1 40 Peak-Hour Factor,PHF 0.90 0.90 0.90 0.86 0.86 0.86 • Hourly Flow Rate,HFR 30 1 30 86 1 46 veh/h Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade(%) 0 0 Flared Approach N - N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Maw, - Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v(veh/h) 80 27 61 133 C(m)(veh/h) 809 804 255 228 vlc 0.10 0.03 0.24 0.58 95%queue length 0.33 0.10 0.90 3.29 Control Delay(s/veh) 9.9 9.6 23.4 40.8 LOS A A C E Approach Delay(s/veh) -- -- 23.4 40.8 Approach LOS -- -- C E Copyright 02005 University of Florida,All Rights Reserved HCS+* Version 5.21 Generated'. 1214,2009 3.0a PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1FC9.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General"Information Site Information ,. Analyst BMZ Intersection Main Rd&East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 826!2009 Analysis Year Existing Analysis Time Period Weekday Evening Project Description AN09026 EastNNest Street: Main Road NYS Rt 25 North/South Street: East Shopping Center Driveway Intersection Orientation: East-West IStudy Period hrs : 0.25 VeH1411e'y6lti"nies in'd Ad uS' -ents Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 64 628 642 92 Peak-Hour Factor,PHF 0.91 0.91 0.83 0.91 0.85 0.85 Hourly Flow Rate,HFR 70 690 0 0 755 108 (veh/h) Percent Heavy Vehicles 3 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 51 34 Peak-Hour Factor,PHF 1.00 0.70 0.70 0.76 0.83 0.76 Hourly Flow Rate,HFR 0 0 0 67 0 44 veh/h Percent Heavy Vehicles 0 0 2 2 0 2 Percent Grade 1% 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR v(veh/h) 70 111 C(m)(veh/h) 775 281 v/c 0.09 0.40 95%queue length 0.30 1.81 Control Delay(s/veh) 10.1 25.9 LOS B D Approach Delay(s/veh) -- -- 25.9 Approach LOS -- -- D Copyright®2,005 university of Florida,All Rights Reserved HCS,*e version 5.21 Generated. 12/42009 5'.55 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k24F6.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY • General:l'nformation 5ite7nformation Analyst BMZ Intersection Main Rd&East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 12/4/2009 Analysis Year No-Build Analysis Time Period Weekday Evening Project Description AN09026 East/West Street: Main Road NYS Rt 25 North/South Street: East Shopping Center Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 VaKtcllidlumea°and Ail ustments Major Street Eastbound Westbound Movement 1 2 1 3 4 1 5 6 L T R L T R Volume veh/h) 66 692 731 95 Peak-Hour Factor,PHF 0.91 0.91 0.83 0.91 0.85 0.85 Hourly Flow Rate,HFR 72 760 0 0 859 111 (veh/h) Percent Heavy Vehicles 3 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L T TR Upstream Si nal 0 0 Minor Street Northbound Southbound Movement 7 & 1 9 10 11 12 L T R L T R Volume veh/h) 53 35 • Peak-Hour Factor,PHF 1.00 0.70 0.70 0.76 0.83 0.76 Hourly Flow Rate,HFR 0 0 0 69 0 46 veh/h Percent Heavy Vehicles 0 0 2 2 0 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR v(veh/h) 72 115 C(m)(veh/h) 706 227 v/c 0.10 0.51 95%queue length 0.34 2.60 Control Delay(s/veh) 10.7 36.1 LOS B E Approach Delay(s/veh) -- — 36.1 Approach LOS -- -- E Copp,M 112005 university or Flonda,All Rlgnis Reserved HCS-- Version 5.21 Generated: 12/412009 3:04 PM file://C:\Doclunents and Settings\bzimolka\Local Settings\Temp\u2k1FC0.tmp 12/4/2009 Two-Way Stop Control Page i of 1 TWO-WAY STOP CONTROL SUMMARY . Generalhifoririat on ieInformation Analyst BMZ Intersection Main Rd&East Driveway Agency/Co. ATOS Jurisdiction Town of Southold Dale Performed 12/4/2009 Analysis Year Build Analysis Time Period Weekday Evening Project Description AN09026 EastM/est Street: Main Road NYS Rt 25 North/South Street: East Shopping Center Driveway Intersection Orientation: East-West Stud Period hrs: 0.25 Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume vehlh 66 680 31 24 721 95 Peak-Hour Factor,PHF 0.91 0.91 0.91 0.85 0.85 0.85 Hourly Flow Rate,HFR 72 747 34 28 848 111 (veh/h) Percent Heavy Vehicles 3 — — 3 — -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h) 27 1 27 53 1 35 • Peak-Hour Factor,PHF 0.90 0.90 0.90 0.76 0.76 0.76 Hourly Flow Rate,HFR 30 1 30 69 1 46 veh/h Percent Heavy Vehicles 2 2 2 2 2 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR Dela QI/�Ie L911 tli' nd LBVel;ef Service ,Y,`. A . '""J IP Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v(veh/h) 72 28 61 116 C(m)(veh/h) 713 832 221 203 Vic 0.10 0.03 0.28 0.57 95%queue length 0.34 0.10 1.08 3.11 Control Delay(s/veh) 10.6 9.5 27.4 44.0 LOS B A j D I E Approach Delay(s/veh) — -- 27.4 44.0 Approach LOS -- -- D E Copyright 0 2005 University of Florida,All Rights Reserved HCSI- Version 5.21 Generated'. 12/42009 3.06 PM • file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1FCF.tmp 12/4/2009 Two-Way Stop Control Page 1 of I TWO-WAY STOP CONTROL SUMMARY • General Itifonmatiori Site anf6hi ation a " Analyst Blitz Intersection Main Rd&East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 626/2009 Analysis Year Existing Analysis Time Period Saturday Midday Project Description AN09026 EastMtesl Street: Main Road NYS Rt 25 North/South Street: East Shopping Center Drivewa Intersection Orientation: East-West IStudy Period hrs : 0.25 Ve?4leferYolumes'artcl Adjustments Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 80 745 506 143 Peak-Hour Factor,PHF 0.96 0.96 0.83 0.91 0.93 0.93 Hourly Flow Rate,HFR 83 776 0 0 544 153 (veh/h) Percent Heavy Vehicles 1 — — 0 -- — Median Type Undivided RT Channelized 0 0 Lanes - 1 1 0 0 1 0 Configuration L T TR Upstream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 9 10 11 12 L T R L T R Volume veh/h 67 41 • Peak-Hour Factor,PHF 1.00 0.70 0.70 0.87 0.83 0.87 Hourly Flow Rate,HFR 0 0 0 77 0 47 veh/h Percent Heavy Vehicles 0 0 2 2 0 2 Percent Grade(%) 0 0 Flared Approach - N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR Dila" f eeue.Leh tF'andLeivitlfof,86tx 'rt5 Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR v(veh/h) 83 124 C(m)(veh/h) 904 311 Vic 0.09 0.40 95%queue length 0.30 1.84 Control Delay(s/veh) 9.4 24.0 LOS A 9C Approach Delay(stveh) -- -- 24.0 Approach LOS -- -- C Copyright 02005 University of Florida,All Rights Reserved HCS+Tm Version 5.21 Generated: 12/4/2009 5'.55 PM file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k24F9.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY • Genaral'tnfonnationSite,lnformatidn Analyst BMZ Intersection Main Rd&East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 121412009 Analysis Year No-Build Analysis Time Period Saturday Midday Pro'ect Description AN09026 East/West Street: Main Road INYS Rt 25 North/South Street: East Shopping Center Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 83 792 587 148 Peak-Hour Factor, PHF 0.96 0.96 0.83 0.91 0.93 0.93 Hourly Flow Rale,HFR 86 825 0 0 631 159 (veh/h) Percent Heavy Vehicles 1 — — 0 — — Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 0 1 0 Configuration L T TR Upstream Signal 0 1 0 Minor Street Northbound Southbound Movement - 7 8 9 10 11 1 12 L T R L T R Volume veh/h) 69 42 . Peak-Hour Factor,PHF 1.00 0.70 0.70 0.87 0.83 0.87 Hourly Flow Rate,HFR 0 0 0 79 0 48 veh/h Percent Heavy Vehicles 0 0 2 2 0 2 Percent Grade(%) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 0 0 0 0 0 Configuration LR 01815"�"�'i�eu"�'Lbn"rh'`�nd;Ee�eLASfServiae""�_! ,`,'u,rG., #" ' ,,�n�. ,� .,!S"�. ,,,r ;.t,�"�, _7�, ,•c,r« i*, ��rer'S#R�x.,�>..�''; Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L LR v(veh/h) 86 127 C(m)(veh/h) 835 259 Vic 0.10 0.49 95%queue length 0.34 2.51 Control Delay(s/veh) 9.8 31.6 LOS A D Approach Delay(s/veh) -- -- 31.6 Approach LOS -- -- D Copyright C 2005 University of Florida,All Rights Reserved HCS+Tu Version 5.21 Generated, 12!42009 3.05 PM • file://C:\Documents and Settings\bzimolka\Local Settings\Temp\u2k1FC5.tmp 12/4/2009 Two-Way Stop Control Page 1 of 1 TWO-WAY STOP CONTROL SUMMARY General Information Site Information Analyst BMZ Intersection Main Rd 8 East Driveway Agency/Co. ATDE Jurisdiction Town of Southold Date Performed 12/4/2009 Analysis Year Build Analysis Time Period Saturday Midday Project Description AN09026 EastNVest Street: Main Road NYS Rt 25 North/South Street: East Shopping Center Driveway Intersection Orientation: East-West Stud Period hrs : 0.25 W W, OlUmes'aitd Ad-ustm'ents Major Street Eastbound Westbound Movement 1 2 3 4 5 6 L T R L T R Volume veh/h) 83 785 32 25 579 148 Peak-Hour Factor, PHF 0.96 0.96 0.96 0.93 0.93 0.93 Hourly Flow Rate,HFR 86 817 33 26 622 159 (veh/h) Percent Heavy Vehicles 1 — — 0 — -- Median Type Undivided RT Channelized 0 0 Lanes 1 1 0 1 1 0 Configuration L TR L TR U stream Signal 0 0 Minor Street Northbound Southbound Movement 7 8 10 11 12 L T L T R Volume veh/h 27 1 69 1 43 Peak-Hour Factor, PHF 0.90 0.90 !OM25 0.87 0.87 0.87 Hourly Flow Rale,HFR 30 1 79 1 49 veh/hPercent Heavy Vehicles 2 2 2 2 2 Percent Grade(°/) 0 0 Flared Approach N N Storage 0 0 RT Channelized 0 0 Lanes 0 1 0 0 1 0 Configuration LTR LTR [Sala �glYeue Leo tfi'and Level Approach Eastbound Westbound Northbound Southbound Movement 1 4 7 8 9 10 11 12 Lane Configuration L L LTR LTR v(veh/h) 86 26 58 129 C(m)(veh/h) 841 797 239 231 Vic 0.10 0.03 0.24 0.56 95%queue length 0.34 0.10 0.92 3.06 Control Delay(s/veh) 9.8 9.7 24.8 38.7 LOS A A C E Approach Delay(s/veh) -- -- 24.8 38.7 Approach LOS -- -- C E Copyright®2005 University of Florida,All Rights Reserved HCS**w Version 5.21 Generated. 12/4/2009 3'.07 PM file://C:\Documents and Settings\bzimolka\Local Settings\Ternpl 1FD4.tmp 12/4/2009 *LASER FICHE FORM Planning Board Site Plans and Amended Site Plans SPRe Tvpe: Approved Project Type: Site Plans Status: Final- Pending Inspection SUM # : 1000 143.-3-33.2 Project Name: Chase Bank - Mattituck Address: 10300 NYS Route 25, Mattituck Hamlet: Mattituck Applicant Name: Kenneth Garvin, AIA, JRS Architects, PC Owner Name: Unexcelled, LLC Zone 1: B Approval Date: 5/3/2010 OPTIONAL ADDITIONAL INFORMATION A deft Wmatea that we have remhW the related information End SP Date: 5/4/2010 Zone 2: R-40 Zone 3: Location: 133' +/- east of Marlene Lane & NYS Route 25, Mattituck SC Filing Date: Cand R's : Home Assoc: R and M Agreement: SCANNED MAY 19 2010 Records Management SCAN Date: KEY PLAN Q1 ' q5 - u I-- - _ I - \ I I � SII ,- \, PROPOSED BAN JBILOCK: K SECTION'143 J 3 LOTIs: 33.2 / I J` - CONSULTANTS: C w I SAVIK8cMURRAY, LL FIRE HYDRANTP -. - Up/0,- I CONSULTING ENGINEERS i2160 SMITHTOWN AVENUE ng - V fig-08 ] I VOICE E31-0bT4fl5 µryyµ�501TE 5, NO AN, fl SA IKANDMOftMY WM- R�49s \\ \ j /j /� ///j /j� -,'/ / N^C/\B�" �,( Z �// �- � •_' i I /'\/////// I IN49°3(0I 0"E II KOUTSOUBIS A LON S O • 1 ASSOCIATES, PE, PC G Structural Engineers O , pOY`� UTILITY POLE G 70 East Old Country Road wHI ksvllle, NY 11801 TEMPORARY (516) 931-8282 Fax: (516) 931-82 8 4 NL4 PAVEMENT w9. IOF �ASPHAWebsite: w . aee comlEmail: eng@k p .com R-95'9 - / I I HRM ENGINEERING,PC ENGINEERING CONSULTANT \w I 450 Jena.TuHSI 9u11a 208 / / \ MNeola,New York 11501 - .. NEW SIGN PROVIDED �Y �;•'' (�' U5 ,STOPS ./ \� - G GRP55 \\{� CHASE. I BUSINESS I r.l xo.fitas�fiaTfio FU Nu btazlaoFm �� CONTRACTOR TO / a2� PROVIDE POWER / II 'G - -- - i j G ASS 3=97.01 � VP I ° � '•. w ]� I I a / I t Z GRASS I I I I Z I I LL, GB \ Q R=99,38 �I �l �• — --------- �I PARKING 114) e l' 1.° ' PROPOSED pAN1G I° I � `\ •I 4,200 SF. SEE 2/AS-I FOR FF. EL. 88.20 I `1 l SITE LIGHTING t WELL CAP ® I 17ETAIL5. (TYR) I I \ , 5U51NE55 \\ = COMMENTS: -}L7 ,l I I — DATE DESCRIPTION c, OMNI ' MAmc - I i 2/22/10 ISSUED FOR BID — t1I BUSINESS I — — — — I .s Imo. AS-1 I REVISIONS&COMMENTS: I REV. DATE DESCRIPTION Ia 1 1 1 2/22/10 Reduced number of site lights by 3 J I l + I Ni1°03'00"E I 20.00' u7-- - — - — - — - - - -- — - - POSSIBLE LOCATION OF GROSS-ACCESS \ - LAND BANKED P FI SPACES / N I� / r-LAND BANKED PARKING SPACES I / PARKING e CLIENT INFORMATION: 00 'pJPMorganChase I NEW BRANCH BANK I \ I r I 10300 MAIN ROAD \ \ \ \ , ! REFER TO CIVIL. DR4IUINGCE.DI — - -� _� —\� MATTITUCK, NY 11952 \ \ I - - - - - - - - - — TOWN OF SOUTHOLD \ ! — 25' LANSGAPE BUFFER / N IM JRS ARCHITECT, P. C. J I REFER TO CIVIL DRN M G ObIDI ° — 181 East Jericho Turnpike, Mineola,NY 11501.2032 Ta1:81&2941868 Fac 5162941999 30 West 24th Street,3rd Floor,New York,NY 10010 292 Te1:2129299053 , 2128a58721 8c t;AP I 707 State Road,Princeton,NJ 085404434 TN:809985!100 FM 805988!090 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND /� p t tI p /� y- ]� AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. ARCI" 1 EC l.VfRAL SII E PL+`-'1N ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS w—w I SCALE: I"=20'-0" I ARE PROHIBITED. LL WOODED I DRAWING TITLE: ARCHITECTURAL SITE 5/:1- Z6,6ic riAN Y U DRAWN BY: KRG DATE: 2/2210 I— CHECKED BY: KRIS SCALE: AS NOTED II MAY - 4 2010 I� II FILE NAME: 07201 C_"OlnuW lamn �,1 _ Plonmm 6o2^I � , \ JRS NUMBER: 07200 n- r SHEET NUMBER: AS - 1 KEY PLAN: SEE liSCHEDULE FIRE HYDRANT UP/1 ------ R_ NOTE S L CONTRACTOR SHALL VERIFY SOIL BEARING CAPACITY ---------- PRIOR TO INSTALLATION. 1/21' DIA. CONDUIT FOUNDATION DESIGN 15 BASED ON A 2,000 PSr ��UTILITY POLE STUB_UF` SOIL IBEARING CAPACITY (PROVIDE '2' EA. A -RE GROUT SIDE WHERE�^ GT \ j `" pAVEMENI NECESSARY) SECTION: 143 BLOCK: 3 LOT: 33.2 ALT �_ASPH I 7 .4 CONSULTANTS: -------------------- T CONIC Ilk R=95.97 t V - . �j. ; % . o II :7gh.nl it LI.,I il_ Iyu Ev m� G V. _IR50LT5 Q? 3/t DIANCXHO 40 00APSPI CONCRETE ATION I . (5) (4) 02 TIES 4 -AL • 0 4 VERTIr Wm 1&0II ONE AT EACH12COFNER GRASS R=97,01 P-4" SQUARE OR 11-r," DIAMETER _G VP SITE LIQ�4TINQ DETAILS ILL �LE NTS Z GRASS CUR ON9 DO DOit - ASPHALT- 87M50L LIST ITEM DESCRIPTION LdR=99.38 INVUE, COOPER LIGHTING COMMENTS. < w SINGLE LIGHT ON 121 POLE ON 2' CONCRETE EASE DARK SKY COMPLIANT POLE: A5X4T12WAf- DATE DESCRIPTION PULSE START Metal Wailds 07-24-08 ISSUED FOR REVIEW INVUE, COOPER LIGHTING 10-08-08 FILED FOR SUBDIVISION KING DOUBLE LIGHT ON 12' POLE ON 2' CONCRETE BASE PAR n -L • VXS-115-111-1-38-AP-15TELS7/1109 ISSUED FOR SITE PLAN REVIEW DARK SKY COMPLIANT POLE: AS)<4T12WAF' AS PER 5/15/09 COMMENTS PULSE START Metal Hailde 12/7/09 REVISED AS PER 11/16/09 COMMENTS F PROP SED BANK PLED CANOPY LIGHT LSI XSL-S-LED-50-CW LED LIGHT-120-LED -50 4,200 200 S.F. A F.F. EL. 98.20 0 Q SOFFIT DOWN LIGHT' PORTFOLIO, COOPER LIGHTING REVISIONS: WELL CAP BUSINESS -ACT F1 C6-I-42-E-6161-W-I-UP COMPACT _UORESCF REV. DATE DESCRIPTION 5K LIGHTING 611 01a niffil GOOSE NECK LIGHTING LOGIC: SN-O-LUHP-36-E 36ll PROJECTION FROM WALL COLOR SHALL BE WHITE BUSINESS 13 1 ° _ °J LO CLIENT INFORMATION: ML 'PiPMorganChase NEW BRANCH BANK P09915LE LOCATION OF CROSS-ACC10300 MAIN ROAD LAND BANKED FAIRKING 81-ACES IE MATTITUCK, NY 11952 BANKED F-AsK1W. SPACES TOWN OF SOUTHOLD C'1 vII I ----------------------------\ PARKING IMJRS ARCHITECT,, P. C. 181 East Jericho Turnpike,Mineola, NY 11501-2032 Tel:51�29&iGSG Fax:5162941669 .1;51�29& 30 West 24th Street,3rd Floor,New York,NY 10010 Tel:2129290083 =£45872i 707 State Road,Princeton,NJ 085404434 Tel:60"8&9100 F.60"8&9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. 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RUBBER HOSE /T W MULCH P SHREDDED BARK / /j -- - W RV95fi UPI LEFT LOOISE RE — TWISTED AND 6" SAUCER P G ` ` / CEDAR STAKES — DRIVE AT = rf;7k - r .- REMOVE TOP 1/3 OF BURLAP N EXISIT m5VA ,tel 2 I`k Y t, J 1 ` AND ALL WIRE AND NON- RO UTILITY POLE I ANGLE AND DRAW VERTICAL arA"r — p1N ' - Y..r„ _y; ; BIODEGRADABLE MATERIALS -ZS / ;' , - TREE WRAP - ONLY WHERE REQUIRED BY LAND. ARCH. i-%'< - v;. 4: TOPSOIL BACKFILL - MIN. OF - LL CB 28-JB L ' I-1 l 50% OF SOIL TAKEN FROM HOLE 4" DEEP SHREDDED BARK R=95,97 - '/ fy� - - - _ �ASPHAL PAVEMENT �< MULCH �� III 71 _I C /' SOD �, 2 TIMES BgLL DIA. COMPACTED SOIL PEDESTAL SECTION: 143 BLOCK: 3 LOT: 33.2 aK CROWN OF BALL TO BE SAME - 12-TH eD5-SZDG WEEDS 32-JB LEVEL AS IN NURSERY 12-C BuslNEss I�i 6" SAUCER SHRUB PLANTING DETAIL CONSULTANTS: SOD 12-CM -L . 'I I""''1- L= ! REMOV E TOP 1/3 OF BURLAP GRASS R=97.01 = u ',-;: A_w_I AND ALL WIRE AND NON— WILLIAM (BUDDY) JOHNSON BIODEGRADABLE MATERIAL LANDSCAPE/ HITECT TOPSOIL BACKFILL, MIN. OF 55> MEADOW TC UNIT I 1' — ;'r k' ;;' — 50% OF SOIL TAKEN FROM SOUTHOLD, NEW YORK 11971 27 TH - - PHONE. 631-765-1793 80 HH �III�/. HOLE FAX631-765-1839 REINF. RUBBER HOSE • TC = -ID= SIT-IT- _ =TT-II- - -T- COMPACTED SOIL PEDESTAL 12 GA. WIRE TWISTED AND LEFT 2-TC 2 TIMES BALL DIA. LOOSE OOSE 3-MR 20-JB 29-TH I PLANTING DETAIL 2 CEDAR STAKES - DRIVE AT ANGLE AND DRAW VERTICAL 8-HH SAVIK & MURRAY, LLP cUR34-IG Ca4-H 4" DEEP SHREDDED BARK CONSULTING ENGINEERS ca ® I I C I R=99,38 .q 4 M1 MULCH21509MITHiOWN AVENUE,SURE 5,RONKONKOMA,NEW YORK 11779 VOICE:931-007-7)75-W W4'J.SAVIKANOMUflRAYCOM- FAX:K1111 MI0 SOD CROWN OF ROOT BALLTO BE SAME LEVEL AS IN NURSERY L. s 6" SAUCER o 2— REMOVE TOP 1/3 OF BURLAP � I O H ri AND ALL WIRE AND NON- PARKING a Q 1 EG -- -- - - - I,< ` < ,' Q� I BIODEGRADABLE MATERIAL - _ COMMENTS: TOPSOIL BACKFILL - MINIMUM OF 50% OF SOIL TAKEN FROM HOLE DATE DESCRIPTION } II - — — 07-24-08 ISSUED FOR REVIEW 1—TC 5—VR 7—IG '! II �— _—IIIDIii—I—II— —I COMPACTED SOIL PEDESTAL 20—IC — —I— — — _ — — — — — 10-08-08 FILED FOR SUBDIVISION 18—HH 1. 2 TIMES BALL DIA. 7/1/09 ISSUED FOR SITE PLAN REVIEW WELL CAP----. 6-113 AP 6-1B I II'I AS PER 5/15/09 COMMENTS PROPOSED BANK I ' EVERGREEN TREE PLANTING DETAIL 12/7/09 REVISED AS PER 11/16/09 COMMENTS 1 —TC _ I 8—HH =F. EL3.2{ mr, B Ic PLANTING NOTES REVISIONS: BUSINESS a a " ' 4 T LAND5CAPE PERCENTAGE 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. 4-HH I BUSINESSREV. DATE DESCRIPTION AREA OF PROPERTY = 4%263 S.F. 1009, 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION y e OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, z ❑ ❑ a AREA OF BLDG = 4200 S.F. _ _5.5% CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED CHANGES. 2 6 B 0-HB . tom AREA OF PAVING / GONG- = 23,a-15 4,53% 3. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 u s ❑ m ❑ I .. _ .- -_- _ _ S"F" _ FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. 0 27-MP 59-TN — - s� I AREA OF LANDSCAPING = 21,188 5_F. 435- 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4" DEEP FRESH MILLED 1 -TC �� 2-TC - -- - - " - _. - - ---- - - SHREDDED BARK MULCH. 1 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. IC16. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER CLIENT INFORMATION: PLANTING.7 . _ 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN /_ / SHALL GOVERN. rJPMorganChase / 2-AC 7"n00i!°[ __ __ 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER 1 -TC 2-AC 2n Un --- / -- -- -- PARKING REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. NEW BRANCH BANK 8-HH I / 1 -TC J 8-HH / 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 10300 MAIN ROAD DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE. ALL IRRIGATION COMPONENTS AND INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE & FEDERAL CODES. MATTITUCK, NY 11952 ' !", f,';��';n•,i,•„�•Y; \ \ \SOD\ 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE TOWN OF SOUTHOLD 11. ALL NEW SEED AREAS ARE TO RECEIVE 4” MIN. OF TOPSOIL. I�� 12. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY m J R S ARCHITECT, P. C. GRASS SEED PER 1000 SQ.FT. 181 East Jericho Turnpike Mineola NY11501-2032 / I PLANT LIST Tel:51&2941666 Fex:616-2941669 30 West 24th Street,3rd Floor,New York, NY 10010 Tel:2f2-9290663 Fax:212E45-6721 QUAN. KEY I BOTANICAL NAME COMMON NAME SIZE REMARKS rel.6096667-907 State Road, Princeton, NJ 08540-14FI 344 13 TC TILIA CORDATA LITTLE LEAF LINDEN 3-31/2" CAL. FULL HEAD, WELL BRNACHED 4 ZS ZELKOVA SERRATA JAPANESE ZELKOVA 3-31x2 CAL. FULL HEAD, WELL BRANCHED 8 AC AMELANCHIER CANADENSIS SERVICEBERRY 9-10 HT. FULL, WELL BRANCHED AS SUCH ARE THE ARE INSTRUMENTS AOF RCHITECT, AND 3 MR MALLS RED JEWEL RED JEWEL CRABAPPLE 21/-3" CAL. FULL HEAD, WELL BRANCHED AS YINFRI EE ENTS OR TTERATIY OF NS BY HE P.C. / I ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 51 CM COREOPSIS MOON BEAM MOON BEAM TICKSEED 2-GAL. CONT. FULL AND DENSE ARE PROHIBITED. 1500 EC EUONYMUS FORTUNE COLORATUS WINTER CREEPER 21/4" POTS 21/2 PER SQUARE FT. 16 EG EUONYMUS EMERALD GAIETY EMERALD GAIETY EUONYMUS 18-24" SPD. FULL AND DENSE F'Il•I 118 HH HEMEROCALLIS HAPPY RETURNS HAPPY RETURNS DAYLILY 1 GAL. POTS FULL AND DENSE DRAWING TITLE:6 6 IB ILEX BLUE GIRL BLUE GIRL HOLLY 5- ' HT. FULL AND DENSE TO GROUND s CAI ' - - - - JC`_ 20 IC ILEX CRENATA CONVEXA CONVEX LEAF JAP. HOLLY 24-30" SPD. FULL AND DENSE LANDSCAPE PLAN ! I \ 41 IG ILEX GLABRA INKBERRY 24-30" HT. FULL AND DENSE 150 JB JUNIPERUS CONFERTA BLUE PACIFIC BLUE PACIFIC JUNIPER 18-24" SPD. FULL AND DENSE --- - - - - ---_ p 27 MP MYRICA PENSYLVANICA BAYBERRY 24-30" HT. FULL, WELL BRANCHED -- -_ PROPOSED I 89 TH TAXUS MEDIA HATFIELD HATFIELD YEW 21/2-3' HT. FULL AND DENSE DRAWN BY: NW DATE: 12/17/07 59 TN THUJA NIGRA DARK AMERICAN ARBORVITAE 5-6' HT. FULL AND DENSE TO GROUND w LANDSCAPE PLAN I 7 VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 21/2-3' HT. FULL AND DENSE CHECKED BY: ER SCALE: AS NOTED U w A FILE NAME: _ 07201 Q, WOODED - , I ------ - JRS NUMBER: ---- - -- - ---- ' DEC 10 2009 �I DENOTES EXISTING TREES TO REMAIN: 07200 SHEET - - C6 . 01 TYPICAL rla+ I D I I I I , I , I � AGELATION D lIN ALL BPACEGMIN RTU-2 ' . . . . . . . . . . . . . . . / . . . . . . . . . . . . . . . . . — — — — — — — — — — — ' MET TIaIGG Y-1'• �. . .A. . . . rI MG \ I BOT/ GB 6YOM ME \ I III 1111 5YOT MM ME cu i LINE of IL m HT L — -- I CH�MIGEELEv. cu_e — — — — I_ — L_ - - - - I I ii 11 I I I GEE DETAIL 2/AGCY I 1/ GEE DETAIL A30] cONTINIIATIolN FOR C IN TION - - - - - � r - - - - - - - - - I � aru_Y II II 11 SII I 32X16 I J f I I \ F - - - - - - - - - II Gy. u'• 1t� I II II I I - - - - - JL - - - - - - - - - - - - - - - - - - -/ SECTION NICaH ROOF SECTION LOW ROOF- 1 WA!_� S'EGTIONS SCALE: NTS ROOF PLAN SCALE: NTS �T r - L ' DEC 10 Laos _ JPMor anCHASE I .., .. , .. g I JRS ARCHITECT, P. C. 10300 MAIN ROAD 181 East Jericho Turnpike, Mineola, NY 115 &294462 Tel:516-2941666 Fax:51&2941669 J P M o rg a n C h a se 30 West 24th Street, 3rd Floor, New York, NY 10010 Tel:212-929-0083 Fax:212-6456721 M ATT I T U C K NY 707 State Road, Princeton, NJ 085404434 Tel:609-68&9100 Fax:609-688-9060 I KEY PLAN. SGE W HEDULE FIRE HYDRANT i \ R=94.9 \ NOTE 1. CONTRACTOR SHALL VERIFY d6 /5 8 i0 SOIL BEARING CAPACITY (/ e. n 1/2" DIA. CONDUIT FOUNDATION DESIGN IS PRIOR TO INSTALLATION, 0 p S Q UTILITY POLE �� o -o �` G 'x, STUB-UP BASED A 2,000 PSF CIT � � y � • OP Tn O \\� R ROUT CAPACITY `—ASPHALT PAVEMENT CESSARY) y� '<, / .�= � �/ . ,j" , , , •, E Z SECTION, 143 BLOCK: 3 LOT: 33.2 \, (PROVIDE '2' EA O BEARING CB CONSULTANTS. N a C . R=95.97 /. / 6, I 0, CONCRETE CURB ds i /� , 1 ,;• I IAIIJILII�' �IL-11WIrc-11L"I:wJlk IV fn 1k 1 o os o 8HcH eY OTHERS I m 3/4" DIA X ITO Y 6j gj0G ORPSSI ,I li,j GAL V. ANCHORBOLTS 30"9 11 TYPICAL POLE FOUNDATION I 4,000 PSI CONCRETE G WM ® � I ice, I (5) 02 TIES T 12" O.C. G GRASS R=97 01 / ON ON &4 VERTICAL m.. I i.. E AT EACH CORNER V-4" SQUARE OR G / e, P-B„ DIAMETER G o (I 011 VP 0 q w Z GRASS I Q ro J I wC-- z � I w I R-99.38 SYMBOL LIST ITEM J ,;. I DESCRIPTION a : I I - - ------ SINGLE LIGHT ON 18' POLE ON 2' CONCRETE BASE NWE, COOPER LIGHTING VX5-115-MH-3F-5TELA COMMENTS. Q DARK SKY COMPLIANT POLE: ASX5TI8w5Z DATE DESCRIPTION Metal Halide 07-24-08 ISSUED FOR REVIEW III PARKING INWE, COOPER LIGHTING 10-08-08 FILED FOR SUBDIVISION d 1 I DOUBLE LIGHT ON 18' POLE ON 2' CONCRETE BASE 0 I I1 VXS-I-I5-MH-3F-BTELA 7/1/09 ISSUED FOR SITE PLAN REVIEW RK DASKY COMPLIANT POLE: ASX5TIBWBZ AS PER 5/15/09 COMMENTS � (A I I 1 Metal Halide 1 ' 2 D' 1 25 m„ �I _l B- I 1 \NELL CAP ® I B'-0" 24' 0" PROPOSED BANK 4,200 S.F. I 1 F.F. EL. 98.20 I BUSINESS REVISIONS: I SITE LIGHTING DETAILS REV. DATE DESCRIPTION I SCAILE: NTS I mull I I BUSINESS I 3MlW y I 69 5 o I^ I I I ili a ry I I!1 I -r � � CLIENT INFORMATION. I I � � I �► I 'v' "l FJPMorganChase I I II; ro_'ao"r '0 LH' NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD PARKING li o I I� JRS ARCHITECT, P. C. 181 East Jericho Turnpike,Mineola,NY 11501-2032' Tal:61E2941666 F1150 -2 3 2' a.2329306West 24th Street,3rd Floor,New YoFku NY 10010 T083707 State Road, Princeton, NJ 08540-1434 1 Tel:609S13&9100 Fav:309S80 9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. i l DRAWING TITLE: ARCHITECTURAL SITE PLAN — — DRAWN BY: KRG DATE 12/17/07 ,1G W6T� TOHECKED BY: ER SCALE. 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LOOSE 2 CEDAR STAKES — DRIVE AT 11—"" "^'`' PLANTING DETAIL 3—MR20—JB29—TH I ANGLE AND DRAW VERTICAL SAVIK 8c HURRAY, LLP 8—HH 34—IG 4” DEEP SHREDDED BARK CONSULTING ENGINEERS B _-__ , 4—HH 21W SMITHTOWN AVENUE,SUITC S,RONIIONKOW NEWYORN'1TI9 ASPHALT CUR______- I 33—TH ,.� MULCH vOlw 1{]I<li1-Tn5 -WWW snvINgNOMuflPav coM- FNC o CB® CROWN OF ROOT BALLTO BE R=99.38 SOD I SAME LEVEL AS IN NURSERY 6„ SAUCER MOVE TOP 1/3 OF BURLAP —HH RE AND ALL WIRE AND NON— ,: � �C BIODEGRADABLE MATERIAL PARKING COMMENTS: TOPSOIL BACKFILL — MINIMUM OF DATE DESCRIPTION 50% OF SOIL TAKEN FROM HOLE lIl 07-24-08 ISSUED FOR REVIEW 3—HH 16—EG I — —L -- _ --Il— COMPACTED SOIL PEDESTAL 10-08-08 FILED FOR SUBDIVISION 1—TC 5—VR �—G 2 TIMES BALL DIA. 7/1/09 ISSUED FOR SITE PLAN REVIEW 20—IC 18—HH I AS PER 5/15/09 COMMENTS WELL CAPS== 6-1B , EVERGREEN TREE PLANTING DETAIL PROPOSED BANK I 4,200 S.F. I F.F. EL. 98.20 PLANTING NOTES 3—AC REVISIONS . 1—TC 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. 4—TC REV. DATE DESCRIPTION BUSINESS BUSINESS BURL 4—HH I 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, ^ CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED CHANGES. ":'^','• 6- 8 I 3. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. zzz 27—MP 59—TN I 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4” DEEP FRESH MILLED 20—JB SHREDDED BARK MULCH. 0—H 1 —TC � �� 2—TC 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER CLIENT INFORMATION. — _ �► I ",i PLANTING. 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN J SHALL GOVERN. pMorganChase IN I 1'0 3'00'C 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER 1 -'6116 -- --- -- REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. NEW BRANCH BANK —TC 2—TC 1500—EC 1 —TC / 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 10300 MAIN ROAD PARKING - DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE. ALL IRRIGATION COMPONENTS AND 8—HH 3—AC INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE & FEDERAL CODES. MATTITUCK, NY 11952 „ - TOWN OF BOUTHOLD 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE 11. ALL NEW SEED AREAS ARE TO RECEIVE 4" MIN, OF TOPSOIL. JRS ARCHITECT, P. C. VARIETY 12. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE I GRASS SEED PER 1000 SQ.FT. 181 East Jericho Turnpike, Mineola,NY 11501.2032 669 SOD - PLANT LIST T.1:fi16230We , Fax,NY10 10 I Ta1.212930 West 24th Street 3rd Floor New YoFk =� 45 10 707 State Road,Princeton, NJ 08540.1434 QUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS T=1'609E89A300 Fax:609E889060 13 TC TILIA CORDATA LITTLE LEAF LINDEN 3-31/2" CAL. FULL HEAD, WELL BRNACHED t,r" 4 ZS ZELKOVA SERRATA JAPANESE ZELKOVA 3-31/2" CAL. FULL HEAD, WELL BRANCHED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 8 AC AMELANCHIER CANADENSIS SERVICEBERRY 9-10 HT. FULL, WELL BRANCHED AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. i lIj 3 MR MALLS RED JEWEL RED JEWEL CRABAPPLE 21/-3" CAL. FULL HEAD, WELL BRANCHED ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 51 CM COREOPSIS MOON BEAM MOON BEAM TICKSEED 2—GAL. CONT. FULL AND DENSE ARE PROHIBITED. �� 1500 EC EUONYMUS FORTUNEI COLORATUS WINTER CREEPER 21/4' POTS 21/2 PER SQUARE FT. I I I C. 16 EG EUONYMUS EMERALD GAIETY EMERALD GAIETY EUONYMUS 18-24" SPD. FULL AND DENSE 168 BH ILEXEBLLUELGIRLLIS HAPPY RETURNS HAPPY BLUE GIRLTHOLLYDAYLILY 5 6' HT OTS FULL AND DENSE FULL AND DENSE TO GROUND DRAWING TITLE: Elk ,Pc C ,I' — 20 IC ILEX CRENATA CONVEXA CONVEX LEAF JAP. HOLLY 24-30" SPD. FULL AND DENSE LANDSCAPE PLAN P 41 IG ILEX GLABRA INKBERRY 24-30" HT. FULL AND DENSE FND. li 3 ''11--ST 150 JB JUNIPERUS CONFERTA BLUE PACIFIC BLUE PACIFIC JUNIPER 18-24" SPD. FULL AND DENSE 27 MP MYRICA PENSYLVANICA BAYBERRY 24-30" HT. FULL, WELL BRANCHED DRAWN BY: NWDATE: 12/17/07 89 TH TAXUS MEDIA HATFIELDI HATFIELD YEW 21/2-3' HT. FULL AND DENSE - --- PROPOSED 59 TN THUJA NIGRA DARK AMERICAN ARBORVITAE 5-6' HT. FULL AND DENSE TO GROUND � LANDSC�P PLAN 7 VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 21/2-3' HT. FULL AND DENSE CHECKED BY ER SCALE: AS NOTED -_�._� w, $GALE: I"=20'-0" ,_- n �_ - FILENAME: `-ex.. 07200-AS-I.OWG WOODED 07200 JRS NUMBER. U _ — ---- -- ; ; �mv 10 eon. DENOTES EXISTING TREES TO REMAIN: _ __ _ - ;I 0SHEET NUMBER LC6 .01 I KEY PLAN: J FIRE HYDRANT \N UP L ------------- v R=94.96 31� N • oPUTILITY POLE \—ASPHAL1 PAVEMENT SECTION. 143 BLOCK. 3 LOT 332 CB R=g5.97 CONSULTANTS. By OTHERS C; X G R=97.01 G GRASS VP LLI z GRASS LLJ z LLI _j R=99,38 < COMMENTS DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW PARKING 10-08-08 FILED FOR SUBDIVISION Igv1k 7/1/09 ISSUED FOR SITE PLAN REVIEW 24' AS PER 5/15/09 COMMENTS _�j I I WELL CAP PROPOSED BANK 4,200 S-F- I BUSINESS REVISIONS: F.F. EL. 98.20 REV. DATE DESCRIPTION nvHJL BUSINESS 1,J r_ CLIENT INFORMATION: I FJPMorganChase 0.00, NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11962 TOWN OF SOUTHOLD PARKING JRS ARCHITECT, P. C. 181 East Jericho Turnpike,Mineola,NY 11501.2032 Tel:51&2941666 Fax,5162941669 30 West 24th Street,3rd Floor,New York,NY 10010 Tel:212-929-0063 , 2=5 721 707 State Road,Princeton,NJ 085404434 T.l:6095669100 IF..:6095969060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWINGTITLE: DRIVE-UP QUEUING PLAN DRAWN BY: KRG DATE. 12/17107 -AIIIECnD BY ER SCALE* As NOTED I I D. N FILENAME. ARCHITECTURAL SITE FLAN 072OOAS-1.DWG SCALE: P.20'-0" URS NUMBER 07200 WOODED ET NUMBER. h '7-WER ELEV. 121 -0" EI EXTERIOR FINISH SCHEDULE EI ASPHALT ROOF SHINGLES, CERTAINTEED INDEPENDENCE H SHINGLE WEATHERWOOD E2 EI E2 4" Wx 3" DOWNSPOUT COLOR TO BE GUTTERS WHITE) BY ATLAS NT. INC. EI h T/PARAPET ELEV. E3 Q 118'-3" 111 11 1 EII _ E3 ALUMINUM COPING BY ATAS INT. COLOR TO BE (COPPERTONE) 11 IT III IIITII 1ITPIT41MIIII 111 11 14-111111 11 IT .--ITII IIITII 1111wwil 11 111 ] 11 111 - � _ rI I I 1 11 1111 11 11-1111 1111J EB Jf �Ee Ee� E4 q EK 4 FYPAON MATERIAL COLORUWDH1ITEg AND BOARDS TO BE _ E2 E5 FACE BRICK TO BE - ACME BRICK CO. /WINDOW MULLION � ' 1 E4 ❑ RED SUNSET BRICK 150 BLEND LJ Iur—�IJIL �T �[�\� E4 ❑ SAVANNAH STONE CAST STONE BASE CROCK FACE) E6 COLOR: LIME —_—_ �.,_� STONE - __ El ALUM. AND GLASS STOREFRONT ENTRY W/ GRILLE'S (WHITE) �I EB EB � �❑� - E8 ALUM. AND GLASS HISTORIC WINDOWS W/ GRILLE'S (WHITE) T/0 CAST STONE HOLLOW METAL DOOR AND FRAME, PAINT COLOR SW 0001 103'-4" 1 E1 E6 E5 'DECOROUS AMBER' COLOR MATCHES BRICK /S0LA0B ELEV. EI0 ig ELECTRICALNK UMREQENTUIREMENTS SIN ACCORDANCEGC TI WITHWIITTHNFNA AND JEQ I I I I 1� [a F1APPROVED BANK EQUIPMENT SHOP DWGS. GOOSE NECK LIGHTING (B-K LIGHTING) SN-A21-WHP-36-E —� — — — — — — — — — — — — — — — — EII COLOR TO BE (WHITE) E4 E12 DRIVE UP STRUCTURE (WHITE) I t 1 NORTH ELEVATION I 6CN.E. V4•.I'-O• OW!R ELEV. I 121'-0 EI EP h T/PARA /E I PET ELEV. E4 E4 E4 E3 � 118'-3" E4 EI EB EB D Es �LNIINDOW MULLION � Dove-Up Geo� .r-Mr nTM �� 110'-8' FM EE M FE El Fm EI2 LE Hre 1I ALT/O CAST STONE r E6 � 103'-4" -7/5 A /SAB ELEV, 100'-0" E4 E4 — — — LlL- - - - - - - - - - - - - - - - - - - - - - - - --- I CL u W St LEV„4tION 1 NOV 1 o _ JPMorganCHASE AJRS ARCHITECT, P. C. ' 181 East Jericho Turnpike, Mineola, NY 11501-2032 .1 10300 MAIN ROAD Tel:516-2941666 Fax:516-2941669 J P M o rg a n C h a se 30 West 24th Street, 3rd Floor, New York, NY 10010 M ATT I T U C K N Y Tel:212-92}0083 Fax:212-645 6721 707 State Road, Princeton, NJ 08540-1434 Tel:609-686-9100 Fax:609.688-9060 ' m1111111111■III�nn11■unl■nnl■m11■I_I■n111n1m■Im!�Iu11■In11■nnwmullnl■nnl■Iu11■nnwulunnl■nnl■Iu11■m11■Iu11■In11■Iu11�'!1111■nr11■nlm ® - . - . .-, . . -. . -. . - IIIII■11111■II!1.mll■n111■IIIIf■n1I1■111II■IIIII■n1I1■nl .aul■nlnnrul■Ills■unl■m11■nnl■nnl■Intl■InII■Iml■nlllnullnullnnll■nnlnull■hII■IIIII■n1n � _, _ , ,_ - - 111■IIIIIr:'Ar11■n111■nrmnrll■n111■IIIII■IIIII■IIIII■n111■lull■n111nm1■n111■n111■Iu11■In11■m■■n111■Iu11■In11■In11■lu�l�n��l�l-r1�I��u�I�In11■Iri`.!�IIr11■tIr ® . nmllli.'imnrll■11111■11111■IIr11■IIIII■IIIII■II 11■Il:�f■11111■IIIII■Iu11■Intl■lull■11111■11111■11111■11111■11111■11111■III►.iGiiiiiiiiminm��na�iimiiu�l■Ir11.011;�: ® ml:"il■n111■nlll■IIr11■11111■nr11■n111■Illl�i�lu■■1u11■Irl■null■Irlll■n111■In11■Iu11■n111■nln■mll■nln.a111■1u11■lull■IIIII■nllulnll■In11�n111� rm ILimllmnlmlm■m11m11mmm�11mn1mnnnn■nnl■I_n11■m11■I_nllnnll■In11■1n1�nn11■nnl■nnlelilll■VIII■IIIII■mllmnl■Iu11■nnlnrin.lnl■__1.1,�1 .AI■IIIII■IIIII■lull■IIIII■IIIII■IIIIInu11■IIIII■hi- ---------- % ======== _ =______—______-_____=____=______-I.I. ---------- ---------- _ --_= ======== E00 OT (DI L / ROOM TOS U 1 1 I � W® TOS I Li U I SCCR "2 ® ® ® CCR "I AD ER CORRIDOR 12'-BY4" 7 - - - - - - - - - - - — p BCM LOUNGE PRINTER I' O Ela� EtO O 0 ° 0 O ❑ CCR "2 SCCR 03 SCCR M ® Check Desk ® O ® LlLl I VESTST®LE I I I - LOB@Y TRASH/JA 8y I I ® ° ° ZO ELECTRICAL V T o, 0 . Q / o ATF✓ 00 I. Cash .' LL / ATM / Co ® ® ® [ ® ® AB�G¢M r rt TELLERE LIN O O Q O D E LLLL—UP CCR 05 I' CCR 04 I' CCR 03 I . . . ; Ipkg rcvr �� I�Ov 10 2009 t 1 FLOOR PLAN -- _ JPMorganCHASE IM J R S ARCHITECT, P. C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 .1 10300 MAIN ROAD Tel:516-2941666 Fax:516-294-1669 J P M o rg a n C h a se 30 West 24th Street, 3rd Floor, New York, NY 10010 M ATT I T U C K N Y Tel:212-929-0083 Fax:212645 6721 707 State Road, Princeton, NJ 08540.1434 Tel:609688-9100 Fax:609688-9060 v \ / 50' MIN. STABILIZED CONSTRUCTION SPECIFICATIONS KEY PLAN: EXISTING 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. gg9T / li' MIN. STONE PAVEMENT A 5 / SEE NOTE 1 ,3.: S7 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE L T / �� ,\� ��llS A 30 FOOT MINIMUM LENGTH WOULD APPLY). oHE/ CB �� EXISTING FILTER MOUNTABLE BERM R=90.84 CLOTH GROUND PROFILE (OPTIONAL) 3. THICKNESS - NOT LESS THAN SIX (fi) INCHES. ��T / / 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 50' MIN. z POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE EXISTING ENTRANCE TO SITE. j oHE/ _ GROUND o 9326 W� - --- - - - -- _=�\� �+ 12' MIN. 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING FIRE HYDRANT j OHE// "� �� /� OF STONE. j - � � 3 OHE� 12' MIN.'. EXISTING / oHE /iW __ 8324 {� ' 91 q3 v� PAVEMENT 6. SURFACE WATER - ALL SURFACE WATER FLOWING H DIVERTED TOWARD CON- "( ggST W-- -_ _-- -- - - - SAWCUT AND MEET;EXISTING PAVEMENT \ DHE/ STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS ONE _ + tv�'" ? IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 9436 ' 1E/� PLAN VIEW 1 ONE W X03 ��/^�� 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL R-94 96 .95 % ,' �� E REMOVE CROSSHATCHING AND PREVENT TRACKING OR ROWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL '0H CENTER UNE STRIPING AS REQUIRED SEDIMENT SPILLED, DROPPED, WASHED OR TRACTEO ONTO PUBLIC RIGHTS-OF-WAY m , ,i _�i��/ E G� MUST BE REMOVED IMMEDIATELY. 7 C� 95 fit ' 9494 ' ��' 92b �� STABILIZED CONSTRUCTION ENTRANCE B. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH SECTION: 143 BLOCK: 3 LOT: 33.2 N 49'36'00"E y�a 1 992.sG. _ + G i N STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. ROA`, UTILITY POLE - e + I N.T.S. g,L »� 86.75' CONSULTANTS: oHE G '� m 9203 ' �'_ ' - -- _ I 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH + 91,19 Av , \\o ' '92- _ _- } 91.78 RAIN. °N - ' CB REMOVE EXISTING TREE ASPHALT ASPHALT SAWCUT AND MEET EXISTING PAVEMENT i' R=95.97 , ti \ WOVEN WIRE FENCE (MIN. 14 1/2 REMOVE EXISTING CURB \ 1 GAUGE W/ MAX. 6" MESH SPACING) ' / / } ASPHALT PAVEMENT 10' MAX. C. TO C. 36" MIN. LENGTH FENCE SILT FENCE OHEG646' 9a 52}\�Q.Si �, 93 '� \� I STA 4 ,,-'�+ I POSTS DRIVEN MIN. 16• s s\oP p G wEEos / I \' & MAG NAS 9320 POS DRIV N CONSTRUCTION SPECIFICATIONS Gµpss� „Lp O� a I GRAVEL PARKING AREA 1 ELEV=�2.B2 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES G oHE / ly'. 'i \9 +9282 \\ -9'�� OR STAPLES. POSTS SHALL BE STEEL EITHER "T OR "U' TYPE OR HARDWOOD. WM �, p '" / I HEIGHT OF FILTER SAVIK& MURRAY LLP 1 REMOVE E)ISTING GRAVEL \ = 1C' MIN. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES RASS R=97 D1 , , �� w ! ' , 95+30 l- , PARKING AREAAND DRIVEWAY \ / REMOVE EXISTING ASPHALT PAVEMENT SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 + sa 37 e3<6 !!!!!! `, /\ _ W �' �' '� " ,. 1/2 GAUGE, C MAXIMUM MESH OPENING. CONSULTING ENGINEERS _ 31W 9MITHTOWN AVENUE,SUITES,gONKONKOM1U,NEW YORK Nl7B g�32 �' w4�O m w m �0� N w wwW w .w mt v' "-f 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE VOICE 63f-bRT]5-WWW.9AVII(ANOMUPMY.COM-FA%fi3f�IE]-0WO MIN. OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER / / N 1 1 95.49 I } / / " 9318 � PERSPECTIVE VI PN FILTER X, MIRAFI 100X, STABIUNKA T140N, OR APPROVED EQUIVALENT. I t g7,Jy8 P 9�`'J\ / m \ -__ 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENAROFENCE, OR APPROVED EQUIVALENT. GRASS/WEEDS / �' 1 3C MIN. FENCE POST STA 1 `� 1 ' `, �"t93. 1 WOVEN WIRE FENCE (MIN. 14 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN MAG NAIL ` \ I 1 / 93.97 ELEV=100.00 9429 1/2 GAUGE W/ MAX. 6" MESH 'BULGES' DEVELOP IN THE SILT FENCE. 9s�2-� ASPHALT'PATCH } I ' SPACING) WITH FILTER CLOTH URB 1 1 / `.9 94.0§+� g4' FLOW N 1 1 9 , / 9. 3 93.84 I UNDISTURBED GROUND CBS �1 , _ , 459 - 9350 } REMOVE EXISTING FENCES COMPACTED SOIL z DEMOLITION NOTES: COMMENTS: R=99.38 ,n / P 1 2s 510 INCLUDING FOOTINGS (NP.) 1. CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO DATE DESCRIPTION t �' EMBED FILTER CLOTH A MIN. OF 6" IN GROUND. 4" 10 ANY AGENCY AS REQUIRED FOR UTILITY DISCONNECTIONS / 3`v REMOVE EXISTING ASPHALT PATCH `- _ ___ _ _ f 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON 02/28/08 BLDG DEPT SUB -If 1 f PLAN. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS 03/24/08 PLANNING BD. SUB REMOVE EXISTING TREES, SHRUBS, STUMPS AND J m 1 1 Ir4 i SECTION VIEW EXPENSE. UNDERGROWTH INCLUDING Aii ORGANIC MATTER ., STABILIZE ENTIRE PILE WITH PARKING v , 1 , ; / ` / II 84.43 I VEGEFATION OR COVER EROSION CONTROL NOTES: ,94.98 SILT FENCE 2:1 MAX. SLOPE 1. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS N.T.S. SHALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST a SUR ``9s, TREES/BRUSH ,- - - ___ } ma MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR ' 4 g MP WD FENCE CONSTRUCTION RELATED ACTIVITIES. 28 '1 °y I DISCONNECT EXISTING OVERHEAD ELECTRICAL m / �` I 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND 2'X4" WOOD FRAME MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE SERVICE AND REMOVE EXISTING UTILITY POLES. \` STAKE CONSTRUCTION ACTIVITY OR AS DIRECTED BY ARCHITECT. COORDIN/�l WITH UPA / 1 95 + REVISIONS: RREV. DATE DESCRIPTION 102.111 a \ ` ,' n �i FABRIC toz.o3 1 il ' 1 1 5-21-08 REVISED PER TOWN b+ ,0 1 + �G CONSTRUCTION SPECIFICATIONS COMMENTS DATED4-11-08 1 1 . IIIY X96 ' '9399 I , V 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED 2 7-1-09 Per Planning Dept Commentsfrom 5115109 101 1 1 1 +•P' `` 1 _ - I o 1, 9'` 1 4 1 �wI HAY BALES OR SILT FENCE U U �-�- I o`�� FOR SHORT TERM APPLICATIONS. 3 9-28-09 Revised D2lnage and Grading 1 ` I 95 7 Q 1 t 93.99 w 5 -IrL-IILL- L °a 1 , , a 9 . , __ _97- _ __ -_ ' 95 BO , / )�'= III a.. 2. CUT FABRIC FROM A CONTINUOUS ROLL TO EUMINATE JOINTS. IF ' �a67 + , MIN. SLOPE MIN. SLOPE \ - - Vw JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. EXISTING o ', 'il \` i 9745 97.91 1 `\ J DROP INLET WITH GATE BUSINESS a 1 t i _11"t 771 �, o , BURIED FABRIC 3. STAKE WITH WILL BE STANDARD 7 x 4" WOOD OR EQUIVALENT. I , I , I , WOODED I ,� z [ INSTALLATION NOTES: FRAME I I METAL WITH A MINIMUM LENGTH OF 3 FEET. 1 ` ' r�,(y�c 97 60 1 ', ' N i �- �� 11 1 4. SPACE STAKES EVENLY AROUND INLET 3 FEET' APART AND DRIVE A I , TSB .y„yi "T/%7TTj �1 I REMOVE ALL DEBIRS �`�1 -95' w 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. I MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE CLIENT INFORMATION: I , \WITHIN CLEARING LIMITS II� BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR ` y ✓ EXISTING 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1. i--- 11 m ,�699<" Bi + d \\ III l 11 SUPPORT. _ ss s7 a m Y 1 STORY WD FRAME 197.1511 964 I -II II1� �JPMor al'1_Cf'1e'�S@.,.,,. �\ Iq " 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER I ---ddd \ / ` 9 +� - _ I ' SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. r 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND 9 'D� 97.50 Y 1G 1 `.g I w' ci 99.01 �� ""'-GATHER EXCESS AT CORNERS _III BACKFILLED. R SHALL BE SECURELY FASTENED TO THE STAKES AND -- ��0. ( DIRT7dY11ONC l / \ 6. - o �� I I -_ I I FRAME. 4. SEE SILT FENCE DETAIL FOR INSTALLATION OF SILT FENCE. CO 1�G�4ALK_ 97.80 �r� yy 1 r,� �� '� V NEW BRANCH BANK - 4'p� , 9�g_ a. ^� 6. A 2• x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST �, If U h + ., \\ + 95.83' S OFTHE FABRIC FOR OVER ROW STABILITY. - SA ND�GRAVEL DRIVE- 97.+ 96.54Ito 10300 MAIN ROAD ' 100.05 �. ', I ` 98.32 REMOVE EXISTING BUILDING, SLAB, �' m MAXIMUM DRAINAGE AREA 1 ACRE ' ! \` FOOTINGS k,AFPURTENANCES N SOIL STOCKPILING FILTER FABRIC DROP INLET PROTECTION MATTITUCK, NY 11952 Nov t o 200o TOWN OF SOUTHOLD - - -' \ �\ N.T.S. N.T.S. REMOVE EXISTING TREES, SHRUBS;-1 N7,1'03'00''E `, t - _ STUMPS AND UNDERGROWTH 20.00' DEMOLITION PLAN NOTES: 9. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH I ` 33\\ + ' -- _ _ If CLUDING ALL ORGANIC MATTER , w NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS 8 R S "Q.R-G„N'L=T-E EC•Tr--P:`G." " 98.35 8 ' MUNICIPAL TESTING LABORATORY. INC. 1. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED RESULT OF REMOVAL ACTIVITIES. 181 East Jericho Turnpike,Mineola, NY 11501-2032 PARKING _ I / 4 `\ 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, Tmaas-2sa2sss F..:6162 9 416 69 [' \ 102 NEW SOUTH ROAD, IMPROVEMENTS, ETC. `, I 100.52 I } �,I 61 ,� co `, HICKSVILLE NEW YORK, 11801 2. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A TYPE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY 30 West 24th Street,3rd Floor,New York,NY 10010 \ REMOVE EXISTING TREES;SHRUBS, , c.1 STRAIGHT VERTICAL EDGE FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO T°11 z�2eaoea F..:u 6456720 ` I STUMPS AND UNDERGROWTM� ` 7 / , , N \ (516) 938-5107 EXISTING PAVEMENT. ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD 707 State Road,Princeton,NJ 08540.1434 \ ` f i N + DATE OF BORING 01 14 OB T.e 60%68 7.00 F..:sosseseaso INCLUDING ALL ORGANIC MATTER , I\ 9s.se 3. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS 1\ i p REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY. THE LIGHT BROWN, MEDIUM TO COARSE SAND, AGENCY NOTIFICATIONS AS REQUIRED. CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN ISA THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND \\ / , SII TRACE GRAVEL, FEW SILTS AND ORGANICS 4. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE MATERIAL. COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND AS SUCH ARE THE PROPERTY OF JR5 ARCHITECT, P.C. 1 STA 3 �g I , 1 \ (TOP FOOT) 5. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOOR SLABS, FOUNDATION WALLS, ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY ANY INFRINGEMENTS PR HIBITE TIONS BY OTHERS GALV NAIL ARE PROHIBITED. ELEV=99.91 �� + 98.85 � . I , X00 5' . .:,i CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY � li °�? LIGHT BROWN MEDIUM TO COARSE SAND, BE REMOVED FROM THE SITE. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. ":` ' TRACE GRAVEL THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING n GRADE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD DRAWING TITLE: + " 8 �"ie C `.. f CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. I 1 9ssz �E' + 90.53 10' IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. �� i • ' 1 :��ti 6. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK 11. EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY SITE DEMOLITION PLAN I -� LIGHT BROWN MEDIUM TO COARSE SAND, ON-SITE ENGINEER. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM ��\ / . n A� 1 ':^[,^ ACTIVITIES ADJACENT TO BUILDINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE LIMITS OF CLEARING � ' R� = qtr. TRACE GRAVEL THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF Loi&. ,:...,� APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF + 9871 + 101. MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC 1 1 °, 15' ,• ` FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND DRAWN BY: DATE: 12N 7/07 + 101.65 1 LIGHT BROWN MEDIUM TO COARSE SAND, PROVIDE A SAFE WORK AREA. MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR To 101 ae I i CLEAN FlR5F 700 OF WOODS TO REMAIN + I ":5-. TRACE GRAVEL 7. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE CHECKED BY: SCALE: AS NOTED OF ALL DEBRIS`AND DEAD MATERIAL 9918 II N ?+ " THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, I d i -� I VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAFETY \ J 1 I 20' -•,.: TRASH, DEBRIS. PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN 1 \ 185.75' ...��. PROVISIONS WITHIN R.O.W. (I.E HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, Dz- _ S 50'07'00" W _ _ :d:,, LIGHT BROWN MEDIUM TO COARSE SAND, LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. OF NE FILENAME: - - TRACE GRAVEL PAVEMENT STRIPING, ETC.) SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. W 207100 Demolition & CAP ', - - \ 1 s9 g2 185.75' " \ t;;;'• APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TO '� YO D. 0.3' WEST 95.0'07'00" E + 100.58 25' 12. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE �P Qps E. yEq p \ ' LIGHT BROWN MEDIUM TO COARSE SAND, PROTECT AND PROVIDE SAFETY TO THE PUBLIC UNTIL PERMANENT HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND + , \ t 'G»; TRACE GRAVEL COMPONENTS/REPLACEMENTS CAN BE INSTALLED. ACCESSIBLE AT ALL TIMES. JRS NUMBER: 207100 10 .zs 1 + 28' B. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS * * 07200 �' ^� 100.51 \\ g9'14 \\ EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC 13. RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, LTC. SHALL BE r 10202 I 2n 1,�277➢515 1 COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD DEPTH TO WATER: 13.5 R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH VERIFYING THEIR PRESENCE. FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND s No 2 SHEET NUMBER: SITE DEMOLITION PLAN CONSTRUCTION AT HIS OWN EXPENSEES510NP SOIL BORING NO: Ell ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND 4. THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING OP 6261 @� C 01 SCALE: 1"=20' N.T.S. PROCEDURES IN CONNECTION WITH THE WORK. . R�f � KEY PLAN: LEGEND PROPERTY INFORMATION GENERAL NOTES DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD � S / CB AVE AVENUE SECTION: 143 BLOCK: 3 LOT: 33.2 SPECIFICATIONS AND STANDARDS. �c oHE R=90.84 BC BOTTOM OF CURB ADDRESS: 10300 MAIN ROAD (N.Y.S. RT. 25) 2• TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN BW BOTTOM OF WALL ADVANCE OF ALL CONSTRUCTION. ____ _ _ ' BLVD BOULEVARD MATTITUCK, N.Y. 11952 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO CB CATCH BASIN OWNER: ROY SCHOENHAAR START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE //1 oHE9a �/ CLF CHAIN LINK FENCE 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. T oHE/ COEFF COEFFICIENT CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. 93 Za -- _____ CPP CORRUGATED POLYETHYLENE PIPE 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE S W f CONC CONCRETE APPLICANT: JOHN SORRENTI, URS ARCHITECT, P.C. STATE UNIFORM FIRE PREVENTION & BUILDING CODE. FIRE HYDRANT oHE' DEPT. DEPARTMENT 181 EAST JERICHO TURNPIKE 6. ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.I., 28-DAY STRENGTH. /S oHE W 93.24 + pry, s+A3 /� 0 OR DIA. DIAMETER MINEOLA, NY 11501-2032 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS s45i // '-_ oHE D DRAINAGE AFTER CONSTRUCTION IS COMPLETED. /1 E _W__ _--- - - - - - - DMH DRAINAGE MANHOLE MUNICIPALITY: TOWN OF SOUTHOLD /oH F 9438 8. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS. ALL UTILITIES TO PROPOSED CONCRLTCURB DC DROP CURB BUILDING USE: BANK �.-� oHE UP/LP _ BE INSTALLED/RELOCATED BELOW GRADE. R=94.96 ,9�s�E ' °j� �'' . / ET ZONING DISTRICT: B 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE 2' OFFSET FOR CURB EFF. EFFECTIVE /oHE __` EL. OR ELEV. ELEVATION LOT SIZE: 49,262.82 S.F. / 1.131 ACRES INSTALLATION OF NEW SIDEWALK. 25 FLOOR AREA: 4,200 S.F. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT Y3-f 62 ' i' .+-( , : ELEC ELECTRIC oHE J S C�1' 95 9q g4 9Z be oHE PROPOSED SIDEWALK RAMP EMH ELECTRIC MAHNOLE 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED SECTION: 143 BLOCK: 3 Loi: 33.2 J e �' ' N49'36'00'E EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W. OR / RO P'0 UTILITY POLE 9' 929693 F l ) N.Y.S.D.O.T. PRIOR TO CONSTRUCTION. F.F. FIRST FLOOR ELEVATION FRONT: 97.4' 100' REQ. � , y3 ei , � 86.75' f ) 12. ALL TRAFFIC CONTROL DEVICES, IE. SIGNALS, SIGNS, AND PAVEMENT CONSULTANTS: . _#+ __ I GA FEET 0E FOOT SIDE: 117' 25' REQ. 50' TOTAL oHE G � " �w + D --_ MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES 9 0 -- _ + GA GAUGE REAR: 11T (35' REQ.) , I I �� '-92- __ _ st 78 GV GAS VALVE DI THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS ' .•� GC GENERAL CONTRACTOR ITEM AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. oy CB / 'i' / �. x,•94 \ HP HIGHPOINT TOTAL LOT AREA 49,262.82 100% 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL LB•6 DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF - R=9597 . ,•. , y HYD HYDRANT BUILDING AREA FOOTPRINT 4,200 8.52% LB.5 '� SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF INFO. INFORMATION m ' � '• '� `" " '� �� y I ASPHALT PAVEMENT PAVEMENT AREA 27,122 55.06% BEGINNING SUCH WORK ALONG A TOWN ROAD. ' 0 �0•� � +9 95 1 .• 95 +iD 9 I � TLB (LEACHING BASIN LANDSCAPING AREA 17940.82 36.42% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE sa 57.-k LP LEACHING POOL THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE SAO? - 93.20+ L.P. LOCATION MAP r�',y ' ' � Ep F, 1 - LOW POINT NOTED ON PLAN. gU5 �' G gRP55IWE ,�1� Iv, MAX. MAXIMUM N.T.S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION + '-_ g5' MIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS. G oHE ,' )' , 96 92.82 `�1SAWCUT AND MEET EXISTING PAVEMENT M.H. MANHOLE 0 G o� S WM ® p / PROPOSED, SIDEWALK DRAINAGE TC: 96.10 N NORTH �, SAVIK£ MURRAY LLP GRASS R-97,01 , 95+yp �, , + AREA III NA NOT APPLICABLE ttc SURVEY NOTES / + , i 1 BC: 95.60 94.37 97 46 NO. NUMBER CONSULTING ENGINEERS E m , 93. 1 9 1 - 1 NTS NOT TO SCALE AVE 1. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH mfi05MITHTCWN/.VENOE,SUITE 6,RONKONKOFU,NEW TORK Vi]B a'S r7 46 SUFF VOICE'63N6T-Tr6-WWW.5/,VIKANNMIIRRNV COM-FA% "11677 16: 9650 91+ 9302 + ¢ g33v I\® NYS NEW YORK STATE µTE NE'11 OIK ENGINEERING & LAND SURVEYING, P.C.. ' BC: 96.00 + TC: 96.78 93, iNEW YORK STATE V6 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. + 1 TC: 97.00 °2 , t N NYSDOT N 1 s5.a9 1 BC: 96.28 + / DEPARTMENT OF TRANSPORTATION SONO SOUND Ate' 3. THIS SURVEY S SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT BC: 96.50 s31e 1 1 1 \ 1 + \ � OC ON CENTER TITLE REPORT MAY REVEAL. 1 97 e 1 1 1 E5 OD OUTSIDE DIAMETER xpy 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, PROPOSED CONCRETE CURB OHE OVERHEAD ELECTRIC PROJECT < . ` ` ,saes+ \ FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND TC19 .00 1 ♦`LB4 PC POINT OF CURVATURE LOCATION r LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY BC:`�96.50 ♦ 93.97 PRC POINT OF REVERSE CURVATURE 1 ' ♦ 9429 �1 p� Fy NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL ♦+ PT POINT OF TANGENT �' K^ 86112+ ♦♦ TC: 97.07 I "CALL BEFORE YOU DIG' AT (800) 272-4480 AND HAVE ALL UTILITY ASPHALT CURB , , 1 ` \ a1 1 " 4'' PVC POLY VINYL CHLORIDE ` , i BC: 96.57 9sr, "O 97 g38h + - 9 " � �Yy LOCATIONS MARKED ON THE GROUND. too 17 ' PSI POUNDS PER SQUARE INCH CB ® , 1 `1 ' i +94 59 + R RADIUS <^ 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, COMMENTS: BLOCK 3, LOT 33.2. R=9938 1 �5 20 95 n RCP REINFORCED CONCRETE PIPE ,�' DATE DESCRIPTION � I . + �♦ � 9� TC: 97.60 I 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT I RET RETAINING m ♦ , BC: 97.10 Y S PROVIDED PROPERTY PREPARED BY JOHN C. EHLERS, DATED TC: 96.50 , ,'. I` DRAINAGE ., RD. ROAD + 02/28/08 BLDG DEPT SUB 7. BC: 96.00 11�' 1 '� ♦♦ AREA II SDEWASEK�P I '" I REQ'D ROUTE ED cd ��7F 7/31/2DDDRAINAGE CALCULATIONS: 03/24/08 PLANNING BD. SUB ♦ + I m SMH SANITARY MANHOLE u� � ��Y PARKING ', 1 1 ^%1 1 + L943 9 I I I S SOUTH OR SANITARY �� J , 11 .94.98 ' _ 9 0^, SF SQUARE FEET 4 AREA I TC: 97.00 z �, ` ' _ 4% �» i� I I I ST. STREET BC: 96.50 �' ' 1 ' �•3 ' `�ss, , r,"� �� c°�c�J TMH TELEPHONE MANHOLE PAVED AREA: 7,260 S.F. x 2/12 x 1.0 = 1,210 CF r 1 1 ' i "-' �' 3 I I TSB TRAFFIC SIGNAL BOX DRAINAGE NOTES: GRASS AREA: 4,745 S.F. x 2/12 x 0.3 - 237 CF PROPOSED CONCRETE CURB (TYP.) I l / 9 36 :i,;R Y TC TOP OF CURB 1. ALL DRAINAGE PIPE TO BE 12' CPP, UNLESS NOTED OTHERWISE TOTAL AREA: 1,447 CF/68.42 CF/VF (10'0 POOL) = 21.1 VF REQ'D m TC: 97.70 + TC:`97.50 e I I I TW TOP OF WALL 2. ALL ROOF PIPE TO BE 8" C.P.P. UNLESS NOTED OTHERWISE PROVIDE: 3 - 10'0 POOLS X 8' EFF. DEPTH = 24 VF PROPOSED 17 C.P.P. (TYP.) 1 1 1 �' " BC: 97.20 BC: 9 ,00 1- TYP TYPICAL 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR LB.2 / I VOL VOLUME REVISIONS: ' 'I ' + L 95. 4 PROPOSED 8'_C.P.P. ROOF DRAT I ' Y FRAME AND GRATE AT THE FACE OF THE CURB-INLET. SET PROPOSED 10'0 LEACHING BASIN - q , / I I WM WATER METER --_ \ y2 ,�5 FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT. AREA II REV. DATE DESCRIPTION PROPOSED-CONCRETE SIDEWALK t. Ir G1 WV WATER VALVE WELL CAP t62.a3 -? 1 1 1 ` • `k LB.7 I I I W WEST PAVED AREA: 8,150 S.F. x 2/12 x 1.0 = 1,358 CF 1 5-21-08 REVISED PER TOWN ® 1 1 1 __ _ _ - - PROPOSED CONCR I ,CURB ,' CONCRETE AREA: 1,160 S.F. x 2/12 x 1.0 - 193 CF i1 �\ + 5 ''" r = COMMENTS DATED 4-11-08 Ss "' ANK 9s+ ROOF AREA: 2,150 S.F. x 2/12 x 1.0 358 CF PROPObs3. I I I GRASS AREA: 3,525 S.F. x 2 12 x 0.3 = 176 CF 1 / 2 7-1-09 Per Planning Dept Comments from 5115109 s 1 1 1 1 �wLB.1 j + , : 4, 00 S. , y I 1 ,� TOTAL AREA: 2,085 CF/68.42 CF/VF (10'0 POOL) = 30.5 VF REOT + , _ _ _ 9e.' F.F. EL. 98x20 `� ° I I 1 :W 3 9-28-09 Revised Drainage and Grading TC: 96.501 1 t ,95.74 9s s1+ _ --- 1 + y s 99 1 N ss PROVIDE: 4 - 10'0 POOLS X 8' EFF. DEPTH = 32 VF \ - 97- - - _- 1 95.80 I , Bc: ss.o01 u 1 � �a I I ), LEGEND EXISTING 1 y `� ,� +97.45 + 1 � TC: 97.70 `� ` + 91 v`' I�, SYMBOL BUSINESS 1 i BC: 97.20 I V DESCRIPTION - ' 1 ' PROPOSED BUILDING CANOPY I �' IXISTING PROPOSED AREA III 1 i' z -____ - PAVED AREA: 4,767 S.F. x 2/12 x 1.0 = 795 CF 1 m 97.60 ' TC: 98.20 l I - I N �, PROPERTY LINE X47' s + + ' h' x - - _ CONCRETE AREA: 1,185 S.F. x 2/12 x 1.0 = 198 CF CLIENT INFORMATION: 1 BC: 97.70 -9 �„ m EASEMENT LINE - GRASS AREA: 4,300 S.F. x 2/12 x 0.3 = 215 CF CONTOUR LINE - -99----- 99 TOTAL AREA: 1,208 CF/68.42 CF/VF (10'0 POOL) = 17.6 VF REQ'D '� 1 m , asps+ 7- 1 . T BUILDING , , ' , , , ti 97.751 96.4 + T "' p PROVIDE: 2 - 10'0 POOLS X 9' EFF. DEPTH = 18 VF ��JpMor anChase 9967 rhe, � \ + '�g1 g1 TC: 97.60 ` I I � � I I � BUILDING OVERHANG - - - - - 9 11 1 a .�� -- ''+ BC: 97.10 s I w' m sb.a1 RETAINING WALL ® - '�o, I +s7 s7. + m o4i CURB (ALL TYPES) AREA IV ` 9Bo f-95.98 '- 97 80 97 6B + + hh ` + T I PAVEMENT STRIPE NEW BRANCH BANK PAVED AREA: 3,700 S.F. x 2/12 x 1.0 = 617 CF TC: 97.75 - -- , b 5lgy' I '"4 EDGE OF CONCRETE ROOF AREA: 2,400 S.F. x 2 12 x 1.0 = 400 CF BC: 97.25 1 �/� �\ +s8 32 + DRNNAGE 9A ` TC: 97.40 a o,� PAVEMENT SAWCUT --------- GRASS AREA: 4,465 S.F. x 2/12 x 0.3 = 223 CF 10300 MAIN ROAD NOV 1 0 ?009 100.05 1 `� LB'11T ® j TC: 97.20 ` '�� I BG$6.90 ''ol I TREE/VEGETATION LINE ter. TOTAL AREA: 1,240 CF/68.42 CF/VF (10'0 POOL) = 18.1 VF REQ'D MATTITUCK,NY 17952 BC: 96.70 GUARDRAIL - o a TOWN OF SOUTHOLD „ ._ 11 11 � PROVIDE: 2 - 10'0 POOLS X 9.5' EFF. DEPTH = 19 VF FENCE LB.12 +�!'�\LB.10 s7ss} PROPOSED CONCRETE LB.9\J_ I �' -�_ I' N720.a0 D'E GAS MAIN LINE G PARVE� D AREA: 780 S.F. x 2 12 x 1.0 = 130 CF JRS ARCHITECT,C H I•T E C T P. J rn I DRAINAGE ............... 0 1 }.......$sSs`� I _ DUMPSTER PAD, SEE DETAILS _ 1 TELEPHONE LINE T / f C. i TC: 97.70 \_: + 98.35 B--IC: 96.85 19 I r w OVERHEAD ELEC. LINE OHE GRASS AREA: 676 S.F. x 2/12 x 0.3 = 34 CF DRAINAGE • / I r 'o TOTAL AREA: 164 CF/66.42 CF/VF (10'0 POOL) = 2.4 VF REQ'D Tee5162986fiEfiastJerichoTurnpike,Mineola,NYFEE U&2-20w32a PARKING BC: 97.20 �� IV BC:96.3� ELECTRIC LINE 9809+ ' ` WATER MAIN W W PROVIDE: 1 - 10'0 POOLS X 4' EFF. DEPTH = 4 VF 30 West 24th Street,3rd Floor, New York, NY 10010 TC: 98.00 r 100.52 I / + , ,� M Tee 2].2.9290086 F.H 21 6455721 BC: 97.50 t 1 B� .I \I I N 6 N N SANITARY LINE S 707 State Road,Princeton,NJ 085441434 `� LB.9 • L , N } TeI:fi09baa910a Fav:0096889060 PARKING STALL QUANTITY © DRAINAGE TABLE o TC: 98.00 ` BC: 97.50 �\ 1\ � • ' '�� 1 �, SPOT ELEVATION +ses6 99.50% BASIN RIM OR INLET THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 1= �- . • I , 1 x INV. I,`a DESCRIPTION AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. 1 NO. GRATE EL. w o TYPE ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 1 y '9g�- + TC: 96.50 LB.1 96.00 93.50 8' CURB 97 1 ` WATER METER ® ® ARE PROHIBITED. \ / oo - i ' i 99 98a5 98 BC: 96.00 I 1 oo WATER VALVE 0a \ \ 9g� `\ + 8 I+ 1 I LB.2 96.50 93.65 8' CURB CONNECT ROOF DRAIN - UTILITY POLE -O- 1 LB.3 96.00 93.50 8' CURB DRAWING TITLE: 9952q �i - I 98.53 FIRE HYDRANT LB.4 96.00 93.50 8' CURB SITE GRADING AND DRAINAGE PLAN DRAINAGE GRATE ® ® LB.5 94.15 91.15 9' CURB CLEARING LIMITS `� ✓ ' • „R� + 9871 _ + SIGN LB.6 93.75 91.25 9' CURB ` __I I I 101 00 i � � � _ 1 1 LB.7 96.70 4' CURB .c 1 o DRAWN BY: DATE: 12/17/07 + st 65 t6t.ae I ` LB.B 96.65 93.60 9.5' CURB CONNECT ROOF DRAIN + LB,9 96.00 93.50 9.5' �I 1 1 CURB CHECKED BY: SCALE: AS NOTED 1 �_ i • ' � ��\ s9 to I I� TREE I LB.10 96.40 93.90 8' FIELD i -742- - S 50'OT00" W ` 185.75' l I \�.� i DRAINAGE STRUCTURES ® ® ® `1 �1 LB.11 96.35 93.80 8' FIELD pF NEW FILENAME: ` \-,, �.� ' 9 x.0'07'00" E + 185.75' I I LB.12 96.65 93.70 8' FIELD �Q"N 4NS E. O1P lI1o.58 `� ` 1 0 207100 Grading SANITARY STRUCTURES O O + 10')26 ', + l `� * * JRS NUMBER: 2 072000 + 9914 1 10202 �' t'1�i271{ .15 10051 + 1 \ SITE GRADING AND DRAINAGE PLAN Fys� �. S SHEET NUMBER: lrj �= o PRgFES0Np�� C2 . 01 SCALE: 1"=20' KEY PLAN: r A / �1 PARKING CALCULATIONS SIGN LEGEND �y SOVD SNF PARKING REQUIRED: 25," '��4 WNL- BANK: 1 STALL PER 100 S.F. G.F.A. 4,200 S.F. / 100 S.F. / STALL = 42 STALLS � • • r/30' WHA Pop Up \30 TOTAL STALLS REQUIRED = 42 STALLS OA = FIRE HYDRANT OpUO� PARKING PROVIDED: O STALLS (STANDARD) = 40 STALLS 11' REQUIRED AD.A STALLS (RESERVED) = 2 STALLS TOTAL STALLS PROVIDED = 42 STALLS p° R=10' R=94`.96 16' UP/LP © _ R� 25 6.5' N S o R=12• . �� •:: SECTION: 143 BLOCK: 3 LOT: 33,2 MAIN ROA N49'36'00 E UTILITY POLE R=12' � � 5' 86.75' © _ ' • CONSULTANTS: ° y R=50' I \- O - IXJE WAY 110 / 5 I ASPHALT PAVEMENT BUS o SLOP p SS)WEEDS 06� 5 GRA To' R=70' POSSIBLE FUTURE ACCESS LOCATION RM / B g R=15' GRASS 97011 SAVIK& MURRAY, LLP /�\ WHITE LANE ARROWS (TYP.) CONSULTING ENGINEERS 26' .STOP BAR R=6' 71M SMITHTOWN AVENUE,SUITE 5.RONKONKOW,NEW YORK 11P9 \ I"S VOICE:E]t-ISi-0"R5-WWW.9AVIKANOMURMYCOM-FA%631JEid&0 R=5 \ N 8' A � \ I I R=25' 24' ACCESSIBLE 8' R=25' PARKING SYMBOL C \ 1 36" 8 C I CURB I R=3' ASPHALT I ® R=15' 9' 20' I 4"-D LETTER SIZE ONE WAY T-8" 6'-1' COMMENTS: VARIES 3'4 I DATE DESCRIPTION R=113' 1 ` M I + I 02/28/08 BLDG DEPT SUB `n R=100' I SIGNS SHALL HAVE A BLACK BACKGROUND & ,n I I I LEITERS WITH WHITE ARROW & 1/2" BORDER �i 03/24/08 PLANNING BD. SUB m R=15' I a,,,.a SOLID YELLOW i PARKING _ I I I ONE WAY SIGN LINE 5.5' 12' r "' 1 I I N.T.S. FULL BARRIER m s a i � N m SEE PLAN 3' I I I 24" Li- ~+ � I 2'-8" I 18' I 24' 18' 5.5' 22' I I � I r4" SL pLIp 4YH1TE LINE REVISIONS: 1 O�I- I� 1'-5" -�I f�-i'-5" 9. 8 7, _ REV. DATE DESCRIPTION WELL CAP ® 9' 60. TRAVELING LANE LANE ARROW 1 5-21-08 REVISED PER TOWN I 69 _ PROPOSED BANK 2 I I I `" —LETTERSHIGH COMMENTS DATED 4-11-08 4,200 S.F. PAVEMENT SYMBOL DETAILS 2 s-lo-oa REVISED PER nysdot F.F. EL. 98.20 I I I N.T.S. COMMENTS DATED 5-27-08 0 f I I 3 7-1-09 Per Planning Dept Comments from 5115109 17 EXISTING I AWl SIGN SHALL HAVE RED BACKGROUND WITH BUSINESS 3AIIIe R=3' WHITE TRAVELING LANE STRIPING I I N WHITE LEGEND, AND 3/4" BORDER WHITE DESIGNATION STRIPING I `^ STOP SIGN RESERVED PARKING SIGN NO PARKING SIGN RESERVED PARKING SIGN CLIENT INFORMATION: - w m N.T.S. WHITE ON BLUE BACKGROUND RED ON WHITE BACKGROUND WHITE ON BLUE BACKGROUND _ -m 1 R=15' R-15' I I (WITH BOLLARDS SIGN POST) (WITH BOLLARD SIGN POST) (WITH BOLLARD SIGN POST) ' : "► I I I I RESERVED NO101"JPMorgan hese D RESERVED �� I- 24" PARKING PARKING PARKING � �m� ', �' '' —r s 11 I I I o ANY NEW BRANCH BANK '1,1 ! ' D I I h \I , o LH�� . rrrrrrr 10' N 4' ER SIZE -- • • ® MME ® 10300 MAIN ROAD A I I -D LETTER BAR — d' ----- ~� MATTITUCK,NY 11952PI 1 8' I I I 4"—D LETTER SIZE --- P4-6 =1 4 1'6 TOWN OF SOUTHOLD . N71'03'00"E 4• WHITE PARKING STALL STRIPING (TYP.) 20.00' �� 1 22, R=15' I I SIGN SHALL HAVE RED BACKGROUND „ ' � '• � 5 z � , • � JRS A R C H I T E C T, P. C. w WITH WHITE LEGEND AND VARIABLE BORDER. 181 East Jericho Turnpike,Mineola,NY 11501-2032 PARKING R=3' R=3, I I _o Tee 516 42 9 416 6 6 Fox:6162 9 419 6 9 DO NOT ENTER SIGN 30 West 24th Street,3rd Floor New York NY 10010 Te1:212A29e663 Fan':2]25269721 I N N N.T.S. 707 State Road Princeton,NJ 08540-1434 1 � 20• 9' I I I V1U �� Tel:fie%ee9160 Fa:60%8B9960 /I 4" WIDE BLUE STRIPES 60' I CONC. CURB THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. . •I� / ( CONC. SIDEWALK ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I ARE PROHIBITED. (TYP.) 4" WIDE 5 DRAWING TITLE: WHITE STRIPES I B" WIDE, 45' BLUE STRIPES, 5'-0" D.C. SITE ALIGNMENT AND STRIPING PLAN ti°`'� I I I � tia �A• tiy� NO PARKING ` DRAWN BY: DATE: 12117/07 CHECKED BY: SCALE: AS NOTED 1 I S 50'07'00" W _ 185.75' I I I N BLUE INTERNATIONAL — — — _ _ _ _ _ SYMBOL FOR ACCESSIBILITY 185.75' 6'-6" 9'-D" 8'-0' B'-O' 8'-0' OF NEW r AME: FILE FILE NAME: Align N 50'07'00" E I I STANDARD STALL 24'-0" ��P,,..SyyE�� SIGN SHALL HAVE YELLOW BACKGROUND RESERVED STALL ~ � JRS NUMBER: 207100 WITH BLACK LETTERING AS SHOWN, AND LOCATE AT EDGE OF PARKING SPACE UNLESS * 1f 07200 1/2" MARGIN WITH 3/4" BORDER ACCOMPANIED BY "VAN" LETTERING SEE CIVIL NOTES, THIS SHEET n W SITE ALIGNMENT AND STRIPING PLANFy p 2 SHEET NUMBER: SCALE: 1"=zo• PEDESTRIAN CROSSWALK ACCESSIBLE PARKING SYMBOL RESERVED PARKING STALL AND RAMP DETAIL sFo �o, fi2615 �� C ,3 . 01 N.T.S. N.T.S. N.T.S. AOFESSIONll ' 11 y S �W/ BRONZE LOCKING DEVICE KEY PLAN: W/ KEY WRENCH SUPPLIED W — \ L UMoIjuvDoO000D°o1 00D° IN / n \t OUTLET s / °moo°SANIITARY s° R° IN _ oHE �-- _ 1-1/2" LETTERS 2 PENETRATING PICK HOLES \ / ARE HYDRANT 189 APART \ \ II - ADJUST CAST INTO / W - , °"E/ TOP OF FRAME OFCOVER IN UNDERSIDE °"E W RV94.96 aa' jE UP/LP PLAN ,' ,, or 2B-3/5' E/ W/ °"E ,.,.�. 27_7/2" A` ` S - I - 27-116' FINISHED GRADE HEAVY DUTY CAST IRON FRAME SECTION: 143 BLOCK: 3 LOT: 33.2 NN - 1v ' Q' 493 N49'36'W'E / AND LOCKING COVER TO GRADE A\� OA ' UTILITY POLE I 86.75' SOLID RINGS AS REQUIRED 25-3/6' TO BRING SEPTIC TANK TO z CONSULTANTS: f\ - --. rnE! 9 _ 7_1/6• GRADE AS PER S.C.D.H.S. 2O' 20 BEARING SIAB8" MINIMUM TRAFFIC PROPOSED WATER'METER ' r.. „= \\ '� 2 MIN. MIN. PROPOSED RP;4N HOT BOX ' �'' r 1 i 94 eI INLET - / / \ 9 316'1 n €o _� r g OUTLET A 1 r' \ , `' I•,.y I ASPHALT PAVEMENT 24" MIN 4" DIA CLASS 2400 n FL 'N 95 I PIPE OR EQUIVALENT 95 9S _- 25-3/4" b a < �_ MIN. e DIA. CLASS 2400 gTOP .. v"..', ,' 1 1 PITCHED 1/4'"-1' b Wo FLOW � � PIPE OR EQUIVALENT 5 p G ` •✓GRI'•SS�WEED + A 36ao BAFFLE m PITCHED 1/8'-1' GRASS �� i' SECTION A—A - , ' a 6 .. I_T SAVIK& MURRAY LLP 97 p - COVER DETAIL CONSULTING ENGINEERS N.T.S. O SECTION 21909MRHTOWNAVENUF.SUITE 6.FONNONKOMA,NEW 7m VICE E3419T.TITS-WJ✓W.9AVIKANBMUPRgYCOM- 11779 FMp%R31 691467W-0240 PROPOSED WATER SERVICE �'' /-� � � PROPOSED UNDERGROUND GAS SERVICE \\'� ? N S.C,. D.H.S. 1 .200 GALLON SEPTIC TANK I ASPHALT CURB ``� `I i I ' 97 HEAVY DUTY CAST IRON FRAME AND LOCKING COVER COMMENTS: � I t{ FINISHED GRADE DATE DESCRIPTION I_j 1 i , i INLET MIN. 4" DIA. ES I SOLID PRECAST TRAFFIC 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB PARKING v ,' II / �7\I rr 4 ` • � 91 I ^I I t.®®®®®® 11 RE11 E51 DIM!] y.L7 1 ®®®®®®® PRECAST SANITARY RINGS (TYP) PROPOSED UNDERGROUND `, _ I I I t 2®NEI) ® 6. ELECTRICAL SERVICE ' I I I d '•r M92 8'-D" ' III 1 1 / REVISIONS: COLLAR MATERIAL TO CONSIST 3' MIN. REV. DATE DESCRIPTION WELL CAP ` _ �, 1 , I I -. ®®®® COLLAR OF COARSE SAND AND GRAVEL - - --- - - ®®®® 1 5-21-08 REVISED PER TOWN PROPOSED K I I I m®® COMMENTS DATED 411-08 i 1 p '9" 2 7-1-09 Per Planning Dept Comments from 5115/09 1 ` F.F. EL. S.F.. I, i I I 3 9-28-09 Revised Drainage Gradin . EL. 98;.20 _FUTURE EXPANSION POOL , I 2' MIN. ABOVE 9 9 97- - - -- EXISTING PRI�OPOSED SANITARY SYSTEMn GROUNDWATER BUSINESS o + `, SES PROFILES FOR PIPE AND ` 93 w , BACKFILL MATERIAL TO BE STRUCTURE SIZES,\THIS SHEET. I CLEAN SAND & GRAVEL ALLOWABLE SANITARY FLOW ' PROPOSED 8'0 X 8' EFF. I ' , ' `N" 6' MIN. PENETRATION INTO VIRGIN D SEPTIC TANK , N ? I I I GROUNDWATER MANAGEMENT ZONE: IV , y ,4 STRATA OF SAND & GRAVEL CLIENT INFORMATION: ALLOWABLE FLOW FOR SITE: 600 GPD/ACRE S.C.D.H.S. SANITARY LEACHING POOL DETAIL (600 GPD/ACRE) X (1.131 ACRES) = 678.6 GPD F� O `� N.T.S. ALLOWABLE FLOW FOR PROPOSED BUILDING BUILDING USE: BANK _ JPMorganChase -I ` I w, /00, I ` g6� I I 4,200 S.F. OFFICE X 0.06 GPD/SF = 252.00 GAL n • _ '' `I_.= _ _ __ o h PROPOSED 80 X 6' EFF. I o - ___ ` `-- DEPTH TEACHING POOL b NEW BRANCH BANK O I, I SEWAGE DISPOSAL SYSTEM DESIGN 5� 10300 MAIN ROAD 1 , LP LID g� a� PROPOSED SYSTEM NOI SEPTIC TANK: MATTITUCK, NY 11952 , ISO REQUIRED: 252 GPD X 2 DAYS = 504 GPD TOWN OF SOUTHOLD _ ,''� PROVIDED: (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPD l 0 N71'03'00''E SEPTIC TANK LEACHING POOL LEACHING POOLS• 20. 0' RIM: 97.20 RIM: 96.85 REQUIRED: 252 GPD/1.5 GPD/SF = 168 SF ;� IN IN: 94.80 INV IN: 94.20 IE J R S ARCHITECT P. C. - '98 I / I w ,� INV OUT: 94.30 DIA: 8' PROVIDED: (2) 8'0 X 6' EFFECTIVE DEPTH = 300 SF PARKING I / I r cg DIA: 8' FUTURE: (1) 8'0 X 6' EFFECTIVE DEPTH = 150 SF 181 East Jericho Turnpike,Mineola,NY 11501.2032 TO:516x30 West 24th Street,3rd Floor, New York,NY 10010 \`,\ 4 Fu:51&x941669 I I al,M-929=0083707StateRoad Princeton NJ 085401434 ` I 9) �, PROPOSED BANKFaK:zlzeas6Tx1 Al i' �� FINISHED GRADE rye fio9se6s1oo ' ' Fu:60"81e906o \1 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 700 PROPOSED ARE 9g 98 9� . • II BUILDING TED. INV. 95.00 DRAWING TITLE: ✓ ti0�!R/�O SITE UTILITY PLAN \` ` '-,I I I m 10 LF 0 2.00% o 4''0 PVC SDR 35 DRAWN BY: DATE: 12/17/07 CHECKED BY: SCALE: AS NOTED S 50'07'00" W 185.75' J I o LF ® 1.00% 4"0 PVC SDR 35 FILE NAME: N 50'0700" E , 1 — — — 185.75' I I CF e w,- 207100 Utility JRS NUMBER: 207019 07200 SITE UTILITY PLAN SANITARY SYSTEM SM PROFILE Al N46261 � 5 2 SHEET NUMBER: SCALE: 1"=20' pRgFES610NP�� C4 . 01 KEY PLAN: - HAUNCH (TYPICAL ALL 4 SIDES) 5/1670 GALV NUTS & BOLTS 6X6-W2.9xW2.9 W.W.F. (TY'P.}- SIGN (TYP.), REFER TO PLANS FOR TYPE AND SIZE. a T OURED CONCRETE 8" OMPACTED GRANULAR SUBGROF SECTION o ® GALV. STEEL 10' N CHANNEL 8" CONC. SLAB 4000 LB. 3 28 DAY STRENGTH DUMPSTER PAD FENCE NOTES: ` ALL FENCE FABRIC SHALL BE BLACK PVC VINYL A ' . A COATED, CLASS 213, 6 GAUGE FINISH WITH 9 • v°°i b SECTION: 143 BLOCK: 3 LOT: 33.2 GAUGE CORE. ALL POSTS AND HARDWARE SHALL . • J BE BLACK PVC VINYL COATED TO CREATE A " • J QD COMPLETE VINYL SYSTEM - CONSULTANTS: FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (TYPICAL ENTIRE DUMPSTER ENCLOSURE) 1 5 • APPROXIMATE 6'xU' WI. S' C WIRE GROUNom MESH WITH 3" COVER \ \ DUMPSTER PAD CHAIN 'LINK FENCE SEE FENCE NOTES, THIS SHEET \ \SEE CIVIL NOTES, THIS SHEET � \ \ ; DUMPSTER PAD DETAIL M li it ~NDTEs: SAVIK o MURRAY, LLP N.T.S. II I 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL CONSULTING ENGINEERS II II SIGNS EXCEPT FOR INFORMATIONAL SIGNS. P1-oSM"HT-W -v -U-,-U'-re ,R°NKONKOW.NE Yo6RUT1B VOICE RJHB'/-]116-W SAVIMMMIIRRAY.WM-FMA314P4M0 lL JJ 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKETS SHALL CONFORM TO THE LATEST N.Y.S.D.O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. COMMENTS: #5 BAR CONTINUOUS, DATE DESCRIPTION EXCEPT AT JOINT 02/28/08 BLDG DEPT SUB TACK COAT 03/24/08 PLANNING BD. SUB 1-1/T TYPE 6F RA NYSDOT TOP COURSE FCURB BOX ROUND GRATE, 1" R 2-1/T TYPE 3 RA NYSDOT BINDER COURSE BASIN OFFSET MEASURED TO G' DENSE GRADED AGGREGATE CIVIL DETAILS THE CURBB MIDDLE THE FRONT FACE OF BASIN OFFSET MEASURED TO THE BASE COURSE 1. CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE BOX. CENTER OF THE ROUND GRATE go STRENGTH OF 4,000 P.S.I. AT 28 DAYS. REVISIONS: A A " .!').'• 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET, REV. DATE DESCRIPTION 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO 1 5-21-08 REVISED PER TOWN +.`• ROADWAY PAVING. COMMENTS DATED 4-11-08 `� ? • �'' 2 7-1-09 Per Planning Det Comments from 5115109 COMPACT EXISTING 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSITY 9 f 30' •' " PER AASHTO T-99 I R^ GRANULAR SUBBASE 5. ALL HANDICAP RAMPS SHALL BE PROVIDED WITH "STEP-SAFE' PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER 2-#5 BARS 6. ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM CLIENT INFORMATION: 2-#5 BARS PREVENTION, BUILDING CODE AND ICC/ANSI A117.1 STANDARDS. 5 BARS AT AT 3' LONG NC SEE CIVIL NOTES, THIS SHEET 'i C.-C. CONCRETE CURB/PAVEMENT SECTION Y JPMorganChase PLAN N.T.S. NEW BRANCH BANK - - - - - PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 1184A, OR EQUAL. 10300 MAIN ROAD 8" REINFORCED TRAFFIC BEARING SLAB TO MATTITUCK, NY 11952 -- � CARRY H-20 LOAD WITH AN OFFSET OPENING TOWN OF SOUTHOLD 3' MIN.-i— #5 BARS 1" COVER AT s" c.—c. `OJ I� JRS ARCHITECT, P. C. T— U � PUP181 East Jericho Turnpike,Mineola, NY 11501.2032 N r 3/4' CURB Tel:516-290.1666 Fe�:519290.1669 CURB-\ PAVEMENT r RAMP 30 West 24th Street,3rd Floor, New YOrk, NY 10010 " . , e •. T�1:212,9290093 A A � Far:zlza4ssnl 17' CPP TYP. BETWEEN BASINS) C z :: -•;�.. r►A 1/2" UP 4„ 707 State Road,Princeton NJ 08540.1434 UNLESS 0 HERWISE NOTED jEXPANSION ' 'SIDEWALK � _ ' ': ., , '�'TYPICAL 4'-D SIDEWALKSIDEWALK EXPANSION JOINT THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND NP' '' 5' MIN. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. , ROUND W/RADIUS ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS OPTIONAL CONSTRUCTION JOINT GEOTEXTILE FABRIC, CONTRACTION OJOINT d. B z B APPROX. QUAL TO ARE PROHIBITED. �' HEIGHT OF LIP 3w o0 0 0 0 0 0 0 0 00 I MRAFl 140 AROUND JOINT EVERY �' SEE DETAIL "B" •DETAIL ""A" ENTIRE CIRCUMFERENCE SEE DETAIL "A LA •1a;g; SECTION A-A DRAWING TITLE: =N o 0 0 0 0 o e o 0 0 o OF LEACHING BASIN �d � m 00 0 0 0 0 0 0 0 o JOINT SEALER CIVIL DETAILS 0 0o I DTH OF 4° POURED CONCRETE �' ~1/2" 1/4 MAX. DESIRABLE RAMP `•••�A CONCRETE CURB RAMP OFULL I PENING s l o o e o e v e o 0 0 0 SLOP I ON 2 MAX. paw 6x6 - W1.4xW1.4 W.W.F. (TYP.) 1-1�2 ON 12 . VARIABLE 5' MIN. VARIABLE ee o 0 0 0 0 0 o ee z ' � ': 00 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 INSTALL "STEP-SAFE' PRECAST POLYMER DRAWN BY: DATE: 12117/07 r3 INDUSTRIES OR APPROVED EQUAL. COLOR BY oho ee e e o 0 0 0 0 oe .'� �• . CONCRETE TILE AS MANUFACTURED BY TRANS PO - °- °- I 6" COMPACTED GRANULAR SUBGRADE "3 CHECKED BY: SCALE: AS NOTED I-4" MIN. a CONTRACTION , OWNER. (TYPICAL ALL HANDICAP RAMPS) JOINT CURB SECTION A-A L1/2°x3-3/4" LG. PLAN PAVEMENT ,NF,OF NEW y 207100 FILE A Details T PREMOULtlED SURFACE .�P fps E. Op SECTION A—A - 2' MIN. ABOVE GROUND WATER EXPANSION JOINTSECTION El- ~�0 �� JRS NUMBER: 207100 A L " * * mzoo LEACHING BASIN SEE CIVIL NOTES, THIS SHEET TOP SLAB AND FRAME & GRATE CONCRETE SIDEWALK DETAILS SIDEWALK RAMP SEE CIVIL NOTES, THIS SHEET— N.T.S. N.T.S. DETAILS �'rFOP�O- s261`' ��2 SHEETNUMBER: N.T.S. ROFESSIONP�' C5 , 0 1 KEY PLAN: 1 ,N y FIRE HYDRANT Nm r.y, REINP. RUBBER HOSE 4" DEEP SHREDDED BARK /W RV9496 llP{L� MULCH Z5 2 6A. WIRE - TWISTED AND LEFT LOOSE 6" SAUGER N ( S ' EXlsl MP,N ,/�tr<�ova ?,o iSTAKES2 CEDAR T - REMOVE TOP / F NLAP UTILITY H(./'j' ANG AND VERTICAL AND ALL WIREANDp BIODEGRADABLE MATERIALS TREE WRAP - ONLY WHERE Cu 28-J$ ;�1, REQUIRED BY LAND. ARCH. '� ',%' °''F� - �% R=95.97 3TOPSOIL BACKFILL - MIN. OF _ i � m 50% OF SOIL TAKEN FROM HOLE - " � � ASPHAL PAVEMENT 4' DEEP SHREDDED BARK m m• I IC SOD1 =L7= I— I— — ➢— — =u MULGH ID- _ SECTION: 143 BLOCK: 3 LOT: 33.2 2_J 12-TH I 2 TIMES BALL VIA. - COMPACTED SOIL PEDESTAL gU5 95p� G 1 5GROWN OF BALL TO BE SAME IWEEpS - BUSINES CONSULTANTS: _ 12_6 LEVEL AS IN NURSERY SHRUB �LNTI NG DETAIL 2—GM G SOD 0$ r: 6" SAUGER G GRASS R=97.01 ID� � ' ' -� REMOVE TOP 1/3 OF BURLAP WILLIAM (BUDDY) JOHNSON m ;,. >,.Lj AND ALL WIRE AND NON- LANDSCAPE ARCHITECT BIODEGRADABLE MATERIAL 555 MEADOW CT. UNIT11 SOUTHOLD, NEW YORK 11971 27-TH n 1,j; ., 8-HH lIll 5„S� rY,y ,1�, _ TOPSOIL BACKFILL, MIN. M PHONE:631-765-1793 .� �; +}i"' ,,..; - 50% OF SOIL TAKEN FROM FAX:631-765-1839 A� - - --WO HOLE REINF. RUBBER HOSE 2-TG I I➢�_ _ III-_-I -I➢-_- _ II _-_ _- _ I m COMPACTED SOIL PEDESTAL 12 GA. WIRE TWISTED AND LEFT 11-HH ; , I 2 TIMES BALL DIA. 3-MR2C'-J LOOSE 2Q-TH I 2 CEDAR STAKES - DRIVE AT SAVIK o HURRAY, LLP 8-HH 34-16 FLANTI NG DETAIL L ASPHnLT cuRB 33—TH 4—HH "�^ ANGLE AD DRAW VERTICAL - - CONSULTING ENGINEERS _= CBG + +'D SHREDDED BARK R-99.38 1 4 � 4' DEEP 215��6MITHT°WNAVENlIE5111TE5,R°NK°NI(OMq,NE4VVORh11]TO f, 6 , ' / SO ' m MULCH OIf.P fi31J6A]PS -WWW.SgVIKAN6MNRRPY COM- F 1-0fi]4fiJ0 GROWN OF ROOT BALLTO BE _0 0 2-A0 I SAME LEVEL AS IN NURSERY b-HH -HH 6" 5AUGER PARKING REMOVE TOP 1/3 OF BURLAP a Q -- - - _' % z _ mID- BIODE6RADABLE MATERIAL COMMENTS: -I DATE DESCRIPTION AND ALL WIRE AND NON- " TOPSOIL BACKFILL - MINIMUM OF 3-HH 50% OF SOIL TAKEN FROM HOLE 07-24-08 ISSUED FOR REVIEW I-TC 5-VR I-AG �I➢= _- - COMPACTED 501L PEDESTAL 10-08-08 FILED FOR SUBDIVISION -I — — I- — 7/1/09 ISSUED FOR SITE PLAN REVIEW WELL CAP =_® 8-HH I �, 2 TIMES BALL PIA. AS PER 5/15/09 COMMENTS PROPOSED BANK 4,200 S.F. EVERGREEN TREE PLANTING DETAIL F.F. EL. 98.20 I I-TG 3_A 4-TG I i�L�4NTNC� NOTES REVISIONS: BUSINESS 5-HH i�v 4-HH I BUSINESS REV. DATE DESCRIPTION 3A I. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. J 2. REFER TO ENGINEERIN6 DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION 1 OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, 6- B CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR 5U66ESTED CHANGES. z5cI-TN I S. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 20-J i m 27-MP I FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. ^` w O-H 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4" DEEP FRESH MILLED 2—TG y_ SHREDDED BARK MULGH. ti ti 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. CLIENT INFORMATION: 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ( PLANTING. _ .1 F 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN rJPMorganChase Ni I'-q(1"E SHALL &OVERN. 20—,J5 0 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER NEW BRANCH BANK PARKING 8-HH— 5-AO G -TG REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. 0 Z('' � HH 3-AG -1 `I10300 MAIN ROAD xi 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATICIRRIGATION SYSTEM. MATTITUCK,NY 11952 DRIP IRRIGATION 15 TO BE INSTALLED WHERE POSSIBLE. ALL IRR16ATION COMPONENTS AND INSTALLATION SHALL COMPLY TOWN OF SOUTHOLD WITH ALL LOCAL, STATE 4 FEDERAL CODES. _ 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE I 11. ALL NEW SEED AREAS ARE TO RECEIVE 4" MIN. OF TOPSOIL. J R S A R C'-H- 1 T ECT, P. C. 12. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY 181 East Jericho Turnpike,Mineola, NY 11501.2032 GRA55 SEED PER 1000 SOFT. Tel:516¢941666 Fee:516 9L1669 F L4 N T LIST 30 West 24th Street,3rd Floor,New York,2 10010 Tel:212930 We Fu:NY 10 721 JO 707 State Road,Princeton,NJ 08540.1434 Tel:6096689100 Fex:60%889060 11 p . r” QUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS - i �'��- ,1 15 TG TILIA CORDATA LITTLE LEAF LINDEN 5-51/2" GAL. FULL HEAD, WELL BRNAGHED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND j.'L�\'`' I ( , 4 Z5 ZELKOVA SERRATA JAPANESE ZELKOVA 5-51/2" GAL. FULL HEAD, WELL BRANCHED AS SUCHARETHE PROPERTY OF JRS ARCHITECT,P.C. 8 AG AMELANGHIER GANADEN515 5ERVIGEBERRY 9-10' HT. FULL, WELL BRANCHED ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 5 MR MALUS RED JEWEL RED JEWEL CRABAPPLE 21/-5" GAL. FULL HEAD, WELL BRANCHED ARE PROHIBITED. 51 GM COREOP515 MOON BEAM MOON BEAM TIGK5EE3;1 2-GAL. CONT. FULL AND DENSE 1500 EG EUONYMUS FORTUNEI COLORATU5 WINTER CREEPER 21/4" POTS 21/2 PER SQUARE FT. DRAWING TITLE: - 16 E6 EUONYMUS EMERALD GAIETY EMERALD GAIETY EUONYMU5 18-24" 5PD. FULL AND DENSE PIU: i;Al' - - - - - 118 HH HEMEROCALLI5 HAPPY RETURNS HAPPY RETURNS DAYLILY I GAL. POTS FULL AND DENSE LANDSCAPE PLAN IND 0 3WE';I -- 6 IB ILEX BLUE 61RL BLUE GIRL HOLLY 5-6' HT. FULL AND DENSE TO GROUND 20 IG ILEX GRENATA GONVEXA CONVEX LEAF JAP. HOLLY 2430" 5PD. FULL AND DENSE 41 IG ILEX &LABRA INKBERRY 24-50" HT. FULL AND DENSE ---- -- - - ISO JB JUNIPERUS GONFERTA BLUE PACIFIC BLUE PACIFIC JUNIPER 15-24" 5PD. FULL AND DENSE -- I DRAWN BY: NW DATE: 12/17/07 ----- N 27MP MYRICA PENSYLVANIGA BAYBERRY 14-50" HT. FULL, WELL BRANCHED PROPOSED 89 TH TAXES MEDIA HATFIELDI HATFIELD YEW 2/2-5' HT. FULL AND DENSE CHECKED BY: ER SCALE: AS NOTED LANpSCAP PLAN 59 TN THUJA NIGRA DARK AMERICAN ARBORVITAE 5.6' HT. FULL AND DENSE TO GROUND I VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 2`23' HT. FULL AND DENSE 5CALE: Vz20'-0" - FILENAME: U. WOODED I ��P6oO5 E o •(F. yO 07200-AS-I.DWG JRS NUMBER: o * * 07200 �GJ, SHEET NUMBER: • DENOTES EXISTING TREES TO REMAIN: ,opNOs2a15 �a" I ROFESSIONP� C6 . 01 i GROUND KEY PLAN: o D v -- -_ SURFAC� 3 '/iy z r = 0 SILICONE SEALANT UD (SEE NOTE 3) m0 no ALUMINUM CAP � (SEE NOTE 2) < m w f SILICONE SEALANT o > (SEE NOTE 3) z w N N R 16mm 0 REBAR z EPDXY COATED E N .Y. 5. RT. 25 E " - - - - - - 30' 25' 15 25-- - MAIN ROAD T- % � SECTION: 143 BLOCK: 3 LOT: 33.2 — — _ — — — _ �4" WHITE SOLID UNE \ PROPOSED CONCRETE SIDEWALK MEET EXISTING CURB WORD PAVEMENT MARKING CONSULTANTS: NYSDOT ITEM 608.0105 R=12' R=12' 16' DOUBLE YELLOW SOLID LINES 2Cu b _ WHITE LANE ARROWS (IYP.) (EXISTING) 21'f 6.5 (EXISTING) 25 INSTALLATION DETAIL IN 2 ® 41111 .:-- ` —, 0704 TIME EXISTING MATTITCK MOTEL" SIGN P TJ 1530 EARTH OR SWAMP —� . - EXISTING REG INSTALL STEEL PIN AND CAP R.O.W. MARKERS AT PROPERTY Q ROADWAY RESTORATION CORNERS ALONG NYS RTE. 25 (TYP. OF 3) MARKERS TO BE EXISTING TILITY POLE IN CONFORMANCE WITH NYSDOT STANDARD SHEET M625-IR1. 0 - 40 - 50 mm INSTALL SIDWALK RAMPS ( PICAL OF 3) SEE DETAIL, THIS SHEET. NYSDOT ITEM 608.0105 PROPOSED CONCRETE CURB - NYSDOT ITEM 609.04010510 SAVIK o HURRAY, LLP / PROPOSED CONCRETE SIDEWALK - NYSDOT ITEM 608.0105 z CONSULTING ENGINEERS r , `E 2150 9MITHTOWN AVENUE,SURE 5,RONKONKOMA NEW YORK 1179 N.Y.S. ROUTE 25A EXISTING TAPERED OR T RECESS D2WITH m i �1 o OI`E:fi]'-0E'-]"5- 5"VIUNOM RPAK`OM- FPX&' 9]dE0 M SIGNAGE AND STRIPING PLAN OR WITHOUT TAPER 1"=20' 1-5 MIN. �.IS DOT 3'-Y' MPT NOTES: • VARIES 3'-4" 1. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. P� i COMMENTS: -� ryT OF yaP DATE DESCRIPTION o 2. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. 02/28/08 BLDG DEPT SUB a SOLID YELLOW I ^i LINE 3 ANIGHTTIME LANE PPROVAL FROM CLOSINGS WILI- NOT BE INSPECTOR ED WITHOUT PRIOR STEEL PIN AND CAP 03/24/08 PLANNING BD. SUB FULL BARRIER M h I� m 4 SALL PECIFICATIONS CLOSINGS SHALL LDETAILSCONFORM TO THE NYSDOT MUTCD R.O.W. MARKER N.T.S. d �O L SEE PLAN I NEW YORK STATE DEPARTMENT OF TRANSPORTATION � GENERAL CONSTRUCTION NOTES: r4, SL pUp WHITE LINE 1. THE GENERAL CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS 1'-5" ALONG AND IMMEDIATELY ADJACENT TO NY ROUTE 25 SITE FRONTAGE REVISIONS: AT THE COMPLETION OF CONSTRUCTION. TRAVELING LANE LANE ARROW 2. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY 0 0 zwo9 S 9 REV. DATE DESCRIPTION STATE ENGINEER. Mz O � �� u7Q 1 6-10-08 COMMENTS DATED NYSDOTREVISED PER 27-08 PAVEMENT SYMBOL DETAILS 500'-*--] 500' 2 7-1-09 Per Planning Dept Comments from 5115109 N.T.S. L — N.Y.S. RT. 25 a MAIN ROAD 6, r 1" 500' Ll� 500' J - - CLIENT INFORMATION: W _ CURB NOTES: n o o y= 1. 1/2" PREMOLDED BITUMINOUS JOINT FILLER SHALL BE PLACEDAsn o n �gnomAft ' r IN JOINTS AT 20' TO 25' INTERVALS ALONG THE LENGTH OF 6 �` EMU ?P <AHEAD AD g m JPMorganChase a THE CURB; WHERE CURB ABUTS DRAINAGE CASTINGS; AND AT RK o o ALL PC'S AND PT'S; AS ORDERED BY THE ENGINEER. - 2. THE END OF THE CURB NOT ABUTTING EXISTING CURB SHALL NEW BRANCH BANK PAVEMENT BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 r,UU FEET AT LOCATIONS FACING TRAFFIC. 10300 MAIN ROAD 2 1 NY 195 CENTER TURN LANE CLOSED — ON A THREEEE LANE. TWO WAY ROAD TOWN OFMATTITUCK,K, NY 1195 UTOLD ITEM 609.0401051M N.T.S. � CONCRETE CURB TYPE VF- 150 SYMBOL LEGEND N.T.S. ARROW PANEL -10 J R S A Ft-C HJT E L T1 P. C. ••••• 181 East Jericho Turnpike, Mineola,NY 11501-2032 ARROW PANEL SUPPORT OR Tel:61fi-2941666 Fav:61&2941669 •e•• TRAILER (SHOWN FACING DOWN) y T•1.21x9300 ft,124th Street,3rd Floor,New York,NY 10010 0_ FaK:2120156721 o 707 State Road, Princeton NJ 085404434 DIRECTION OF TTRAFFICEXISTING Tel:60BBA100 F.60"E 060 3 Q 96 ROADWAY A CHANNELIZING DEVICE 0 m O �' ¢ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND MIN. 4' _ VARIES 0 FLAG TREE AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. '1 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS TACK COAT TO BE INSTALLED BETWEEN F SIGN (SHOWN FACING LEFT) 1/4 PER FOOT .: ' EACH LIFT OF ASPHALT. ITEM 407.01 m TYPE III BARRICADE \ ARE PROHIBITED. �OOOOOO� �_ _ _ _ _ _ _ N.Y.S. RT. 25 DRAWING TITLE: WORK SPACE �^ MAIN ROAD a" TOPSOIL & SEEDING N.Y.S.D.O.T PLAN, NOTES AND DETAILS v z w ITEM 613.0101, 610.0203 � - - - - - 1� '� `� '� 57 w w aCONCRETE CURB TYPE VF-150 i SEE DETAIL THIS SHEET I J DRAWN BY: DATE: 1vm07 ITEM 609.0401051M rW y z i '} CHECKED BY: SCALE: AS NOTED PROVIDE 1' OF OVERCUT 1-�" ASPHALT CONCRETE TOP COURSE ITEM 402.098301M & 402.098311M ��R o o c z $ • o FOR TOP COURSE ASPHALT 6 g e o 2-4" ASPHALT CONCRETE BINDER COURSE Tw EM 402.198901M & 402.198911M 6 ROAD c OF NE FILE NAME: FULL DEPTH SAW CUT WORK • o �F. Y 207100 NYSDOT Plan ITEM 10403.0903 5' ASPHALT CONCRETE BASE COURSE PLACED IN AHEAD m �P o�pPs E. O'P TWO LIFTS OF APPROXIMATELY 3" EACH ITEM 402.378901M & 402.378911M d �� JRSNUMBER: 207100 6" SUBBASE COURSE ITEM 304.11 * * 07200 WORK ALONG SIDE OF TWO—LANE, TWO—WAY ROADWAY WITH WIDTH ROADWAY RESTORATION DETAIL AVAILABLE FOR TWO—WAY TRAFFIC �ys1 �067615 a"2� SHEEC7 . 01 T NUMBER: N.T.S. N.T.S. PROFESSIONP�'� �/ ( , Q 1 ........................... KEY PLAN: \N ----------------- FIRE HYDRANT \N up/11 ---------- v I I R-94;96 I kin " G R6 % \A �"D POLE S ASPHA L PAVEMENT CBj ISECTION: 143 BLOCK: 3 LOT: 33.2 R-95 97 CONSULTANTS: OVEN Ery OTHERS G G .......... wm (2) GGRASS R=97 01 A** � G VP I S/ LLJ < CD GRASS _j 7— LLJCB0 II R-99.38 Ii < 1 7 L I I _ --- - COMMENTS: DATE PARKING all a I DESCRIPTION 07-24-08 — ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW - AS PER 5/15/09 COMMENTS WELL CAP PROPOSED BANK 4,200 S.F. F.F. EL. 98.20 I BUSINESS REVISIONS: REV. DATE DESCRIPTION v ............. ............ BUSINESS ')UL 21 zuug P, 6, C CLIENT INFORMAVZ�N '�V'�� m '40pJF"MorganChase r ).OIJ NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 PARKING C TOWN OF SOUTHOLD -4- IE JRS ARCHITECT P. C. W;516298115 1G East Jericho Turnpike, Mineola, NY 11561_2032 / I Fax 5162941889 JU West 24tn Street,3rd Floor, New ...... T.14 2�9 3 _Y01r!,...121 T.1:8890869108707 State Road,Princeton,NJ 08540-1434 LFae 130908"m THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED, DRAWINGTITLE: DRIVE-UP QUEUING PLAN pIII ,AP DRAWN BY: KRG DATE: 1211 I'l j IL07: N 'TED PROPOSED ri ) ARCHITECTURAL SITE FLAN I FILENAME: 0I/G JRS NUMBER: 07200 WOODED oI SHEET T NUMBER DU - 1 I C) �(' C�� Luminaire Schedule Calculation Summary Symbol Qty Label Arrangement Lumens LLF Description Label CalcType Description Units Avg Max Min Avg/Min Max/Aft PtSpcLr PtSpcTb --Fl1 13 A SINGLE 14000 0.800 VXS-150-MP-MT-SL 150W PULSE START A Illuminance AREA Fc 0.55 9.2 0.0 N.A. 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' INag9j i 6" MIN. STONE PAVEIEN M NT 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. O I SEE NOTE 1 3' 20 // / S7 2 LENGTH - NOT LESS THAN 50 FEEL (EXCEPT ON A SINGLE RESIDENCE LOT WHERE L I / CB �� ' ' A 30 FOOT MINIMUM LENGTH WOULD APPLY) ONE R=90,84 � / EXISTING // CLOTH FILTER 71L � MOUNTABLE BERM 91'I6 _ GROUND J PROFILE (OPTIONAL) 3 THICKNESS - NOT LESS THAN SIX (6) INCHES / 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT +�9Ag� 50' MIN. z POINTS WHERE INGRESS OR EGRESS OCCURS TWENTY-FOUR (24) FOOT IF SINGLE EXISTING ENTRANCE TO SITE. GROUND o oHE 93 6 - _ _ _ _ /C,//- �\\\ \�\ / 12' MIN. J 5 FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING FIRE HYDRANT I ONE/_ / S �� '::r'' OF STONE Y l oHE 2' MIK.: EXISTING PAVEMENT /I ONE _ _ 9324 }\ %i% ' gi 43 / U� L .:. 6 SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- S E 9g57 W - - - - SAWCUT AND MEET;EXISTING PAVEMENT S__ONE STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS = IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. ON `_ _ _ _ _ _ _ + 9438 ,, PLAN VIEW CAA R 9496 ,g596� �6` ��i��`� NE UP/LP o 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL �OHE/G- REMOVE CROSSHATCHING AND PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL �� CENTER LINE STRIPING AS REQUIRED SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY / MUST BE REMOVED IMMEDIATELY. SECTION: 143 BLOCK 3 LOT 33.2 / STABILIZED CONSTRUCTION ENTRANCE B WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH gp,g6 _ g G I N49.36'OOE N.T.S. STONE AND WHICH GRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. MP�N RO UTILITY POLE 938_- _ �_ I 86.75' CONSULTANTS. G q2 ',° ' - - _ _ _ 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH \ - -92- - + 91.78 RAIN ASPHALT Qy CB REMOVE EXISTING TREE \ SAWCUT AND MEET EXISTING PAVEMENT R=95.97 , ,' 'v WOVEN WIRE REMOVE EXISTING CURB \\ I GAUGE W/ MAX. 6" MESH SSPACING) ' v ASPHALT PAVEMENT 'j� \N I 1 10' MAX C TOC 36" MIN. LENGTH FENCE SILT FENCE 94.521�Q. } , STA 4 " - POSTS DRIVE 6 S g/IOP p G S WEEQS , I ',\ \� Q MAG NAIL - " 93.20+ INTO CROUNID. IN 1 �� cRNs I N I 9 GRAVEL PARKING AREA V , E Ev sz.az _ CONSTRUCTION SPECIFICATIONS .5p ti i + \ _ 9�� ` 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES _ OR STAPLES. POSTS SHALL BE STEEL EITHER "T' OR "U'• TYPE OR HARDWOOD, G ONE ,' T.F. / , . 9282 \ - _ .�.y,.:.:. �. . WM ® p / HEIGHT OF FALTER REMOVE EXISTING GRAVEL ///////' \ r 2 FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SAVIK& MURRAY LLP RASS R=97 i01 i 95" 0 + ' 340 PARKING AREA j1ND DRIVEWAY-/ --- RIVEWAY) \ / REMOVE EXISTING ASPHALT PAVEMENT " 'fTl1 '' �.'•� .X . = 16" MIN. SPACED EVERY 24° AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 O / 94,37 - I / m t - w w u;, LL I `, \ _ W ` 1/2 GAUGE, 6" MAXIMUM MESH OPENING. CONSULTING ENGINEERS / s�g� / \ -� V• W V°� W W W .y .y W 2150 SMITHTOWN AVENUE.SUITE 5,RONKONKOMA,NEWYORK 11PG '� ` °'� j7� - - _ _I 93)1 E F5° w m �, w `�' W w `� • 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE volcE.e61�eT-nvs -wwwspvlKANDMURRAYCOM-FAX 631A67-M40/ gT0 8° MIN OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER + 95,49 / 9y 18 \ PERSPECTIVE VIEW FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. t 97.9'8 36 P ` I ` GRASS/WEEDS' / a"5 , g396/ m " MIN. FENCE POST - 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT, STA 1 MAG NAIL WOVEN WIRE FENCE (MIN. 14 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 9397` ` I / / w ELEV=100.0 ` ` 1/2 GAUGE W/ MAX. 6" MESH "BULGES' DEVELOP IN THE SILT FENCE, LURB '86�2i1 ASPHALT `PATO + 9 q9 z SPACING) WITH FILTER CLOTH o I 1 9405`�9384 A" ` FLOW UNDISTURBED GROUND CB ® �I IIS 1 / , �, 94,59 9350 + IREMOVE EXISTING FENCES COMPACTED SOIL z DEMOLITION NOTES: COMMENTS: R=99.30 / -�� s w INCLUDING FOOTINGS (TYP.) DATE DESCRIPTION 9529 5' 4 �` I- 1 EMBED FILTER CLOTH 1. CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO 'i r I ANY AGENCY AS REQUIRED FOR UTILITY DISCONNECTIONS 'ice '` \- - O REMOVE EXISTING ASPHALT PATCH `- - - A MIN. OF 6" IN GROUND. � 4" 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON 02/28/08 BLDG DEPT SUB - -96; \/ REMOVE EXISTING TREES, SHRUBS, STUMPS AND // PLAN. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS Q3/24/OS PLANNING BD. SUB ��, / UNDERGROWTH INCLUDING ALL ORGANIC MATTER) SECTION VIEW EXPENSE, STABILIZE ENTIRE PILE WITH VEGETATION OR COVER SILT FENCE EROSION CONTROL NOTES: PARKING Q , 9443 y4 g8 s a '� li �, r ,m 2:1 MAX. SLOPE I. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS TREES/BRUSH UR 1 " " N.T.S. SHALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST Q � I T 5 + �. MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR I I , OVERHEAD ELECTRICAL X4" WOOD FRAME 94'8 MP WD FENCE CONSTRUCTION RELATED ACTIVITIES. 0 r DISCONNECT EXISTING / k I 2' 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND r �I I SERVICE AND REMOVE EXISTING UTILITY POLES. MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE 1 COORDINATE WRH LIPA / _ I STAKE CONSTRUCTION ACTIVITY OR AS DIRECTED BY ARCHITECT. REVISIONS: 95.24+ ' AV192,11 t- � il ; `, �` I FABRIC +� -' REV. DATE DESCRIPTION 1x203 � ' ^ 1 5-21-08 REVISED PER TOWN CONSTRUCTION SPECIFICATIONS I I *N9399 I I - �, COMMENTS DATED 4 11 08 / 9 _ _ / t p, I - FOR SHORT TERM APPLICATIONS. \ , * 9399 HAY BALES OR SILT FENCE U I IOF 40-85. BURLAP MAY BE USED ' I I TVI .1t2' J` � N 9558 ��_ III ��I 1 FILTER FABRIC SHALL HAVE AN E05 5/15109 I 9574 g 97 / w / ` - -III' -/ 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS IF \\ _ Per Planning DeptComments from �A67 MIN SLOPE MIN SLOPE IIII- - o0 ,` � 95,80 + I / III- JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEXT STAKE. BUSINESS o 'I ` ' ��77t / o `� , DROP INLET WITH GATE BURIED FABRIC 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" W000 OR EQUIVALENT. ,' ' rL `� WOODED I , FRAME METAL WITH A MINIMUM LENGTH OF 3 FEET. �' /T/7AAG� ,' INSTALLATION NOTES. I I PV 7T B1I REMOVE ALL DEBIRS _I BU° �- .�� 11 I 4, SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A ` 17.59 �� -}97 60 I 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. -r1-�-I�� G CLIENT INFORMATION '�I "gg' VIII 'I/� MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE RI 'WITHIN CLEARING LIMITS - II IILrI BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR ,19 F 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2'1. �_- -� II I SUPPORT. 'PoA-, 1 STORY WD FRAME 9967 0�h ,� ^� ` 9644 ` ,' 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER r _ I � :rl �'t'1�.. h'�, "f�*�'TM°j,L �' ` +� l ` ' SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND r ''r'' T '9 9b,41 GATHER EXCESS AT CORNERS (,7I BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND /00 'IT T DIRT �&7E17/1-Z NO / T 6` I 0 4. SEE SILT FENCE DETAIL FOR INSTALLATION OF SILT FENCE. II"I FRAME CONIC JALK_ 97.80NEW BRANCH BANK 9Bo��T97_0 47T,2$- �, F " 6. A 2" x 4" W000 FRAME SHALL BE COMPLETED AROUND THE CREST + 9654 95.83' T OF THE FABRIC FOR OVER FLOW STABILITY, SA,ND�9 RAVEL DRIVE _ + 97.95 T"` 70300 MAIN ROAD T R ''SG, i . p, a < , I - - - - REMOVE EXISTING BUILDING, MAXIMUM DRAINAGE AREA 1 ACRE ,I 100os d \ I FOOTINGS &-gPPURTENANCES SOIL STOCKPILING FILTER FABRIC DROP INLET PROTIECTION MATTITUCK, NY 11952 TOWN OF SOUTHOLD t- _ L91>1I , N T.S. ILLS I + REMOVE EXISTING TREES, SHRUBS, -I- _ _ N7,''D3'100'DE 1 ` 9709 STUMPS AND UNDERGROWTH - - 9. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH s, 20.00' DEMOLITION PLAN NOTES: � R S ARCHITECT, P. C. _ + _ _ INCLUDING ALL ORGANIC MATTER , NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A _ '�, 1 REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED RESULT OF REMOVAL ACTIVITIES. 181 East Jericho Turnpike Mineola, NY 11501.2032 PARKING - g835 - i o- \ MUNICIPAL TESTING LABORATORY, INC. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, Tel:516.29x1666 ' ' FIR,5162941669 �+ - - _ , , 102 NEW SOUTH ROAD, IMPROVEMENTS, ETC. 0 0 100 52 98,09 98, I /� �T 2. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A TYPE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY 29 West 24th Street,3rd Floor, New York, NY 10010 REMOVE EXISTING TREES,SHRUBS, + F9751 /;� T H CKS (51 NEW YORK, 11801 STRAIGHT VERTICAL EDGE FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO re1:2129zs5oe5 FaX:212-6455T21 ` I STUMPS AND UNDERGROWTH , LIMITS OF CLEARING 7� , ' N (516) 938-5107 ` -� ' �+ 99,90 DATE OF BORING 01/14/08 EXISTING PAVEMENT. ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD 707 State Road, Princeton,N108540-1434 INCLUDING ALL ORGANIC MATTER` , ' 3. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS TeU fiO%869100 Faa:6695869666 ` - 0 REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY. THE Iiljjl,1,,1�16 LIGHT BROWN, MEDIUM TO COARSE SAND, AGENCY NOTIFICATIONS AS REQUIRED. CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ' STA 3 ` '�g I i ' ' i �` Ili:'l::l4 TRACE GRAVEL, FEW SILTS AND ORGANICS 4, EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE MATERIAL. COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. ` T ,Ilii'1� (TOP FOOT) ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS GALV NAIL 7 9` ' 5. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOOR SLABS, FOUNDATION WALLS, ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY o + i ' r i T" ARE PROHIBITED. ELEV=99.91 ° 9e es I , o0 5' ;;;' CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY LIGHT BROWN MEDIUM TO COARSE SAND, BE REMOVED FROM THE SITE. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. TRACE GRAVEL GRADE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING DRAWINGTITLE: _ + " e •." • + I 10• '<' IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. '707_ _ 995z�1o�� 98. 3 I 11. EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY J ,i LIGHT BROWN MEDIUM TO COARSE SAND, 6. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ON-SITE ENGINEER. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM SITE DEMOLITION PLAN • AD _ ,$t,' ACTIVITIES ADJACENT TO BUILDINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE \AREA TO REMAIN WOODED �� ' ' " R� �I - ;x.•;^ TRACE GRAVEL THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF �E'. + .:.q.;; APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC _ ,I 98'71 rn + IDt 15 FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND DRAWN BY: DATE: 12/17107 tot 65 _ o ;RIE MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TO + ;i•;,>: LIGHT BROWN MEDIUM TO COARSE SAND, PROVIDE A SAFE WORK AREA. 101,40 I i ' CLEAN FIRST J00 OF WOODS TO REMAIN + I "' -•5•: TRACE GRAVEL 7. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE OF ALL DEBRIS`AND DEAD MATERIAL 9916 it N +r• THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, CHECKED BY: SCALE. AS NOTED -� VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAFETY ' 185.75' 20 ;:;:i. TRASH, DEBRIS, PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN PROVISIONS WITHIN R O.W. (I E HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, i ' l\102 S 50'07'00" W �T _ _ _ _ J ,:3: LIGHT BROWN MEDIUM TO COARSE SAND, LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. FILENAME. & CAP ' - 7,99 67 ,I ` 'w" TRACE GRAVEL PAVEMENT STRIPING, ETC.) SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE OF NEIN 207100 Demolition 185.75' 25 12. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE .�P M,ps E. ,Q D. 0.3' WEST I`T -500700" E `` + 10050 ` •^' APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TD "NF' y0 ` LIGHT BROWN MEDIUM TO COARSE SAND, PROTECT AND PROVIDE SAFETY TO THE PUBLIC UNTIL PERMANENT HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND d'O P'P9 + ` ` �T %!: TRACE GRAVEL COMPONENTS/REPLACEMENTS CAN BE INSTALLED. ACCESSIBLE AT ALL TIMES. ORB NUMBER: 207100 1026 , + ` 28' 8 THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS * * 07200 99,14 T 13, RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, ETC SHALL BE 102,02 o+ + 10Ost `\ EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL HE RESPONSIBLE FOR FIELD 0 217 �1 2.730 15 DEPTH TO WATER: 13.5 R.O.W.'S, ETC DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH VERIFYING THEIR PRESENCE �� a SHEET NUMBER. -I FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND 14. THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING �� ° 26 ?� 0 SITE DEMOLITION PLAN SOIL BORING NO: B 1 ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND CONSTRUCTION AT HIS OWN EXPENSE R0F SSION , SCALE: 1"=20' N LS PROCEDURES IN CONNECTION WITH THE WORK. KEY PLAN. a j "Mo 1g91 / / LEGEND PROPERTY INFORMATION GENERAL NOTES DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: S / 1. ALL WORK To CONFORM TO THE LATEST PLANNING BOARD Tn CB SECTION 143 BLOCK: 3 LOT: 33.2 AVE AVENUE SPECIFICATIONS AND STANDARDS. BC BOTTOM OF CURB ADDRESS: 10300 MAIN ROAD (N Y S. RT 25) 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN j �/ - BW BOTTOM OF WALL MATTITUCK, N.Y. 11952 ADVANCE OF ALL CONSTRUCTION. BLVD BOULEVARD 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO oNE _ 93 CB CATCH BASIN OWNER: ROY SCHOENHAAR START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE 7 oN/ - - \N �� CLF CHAIN LINK FENCE 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. 9326 V1 - ' - - - _ _ _ _ .� COEFF COEFFICIENT CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS N ACCORDANCE WITH TOWN SPECIFICATIONS. f CPP CORRUGATED POLYETHYLENE PIPE 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE FIRE HYDRANT °N _ 0 Ei CONIC CONCRETE APPLICANT: JOHN SORRENTI, JOE ARCHITECT, PC, STATE UNIFORM FIRE PREVENTION & BUILDING CODE. /j oHE - _ 9124 + ��.' 5345 /°N DEPT. DEPARTMENT 181 EAST JERICHO TURNPIKE 6. ALL CONCRETE TO BE A MINIMUM OF 4000 PS.I , 28-DAY STRENGTH. 9a 51 _ _ _ oN - A. MINED 11501-2032 ED OF ALL SILT AND DEBRIS -� �' R HOLE F SOUTHOLD LOCATIONS ALL UTILITIES � 0 OR D DIAMETER LA NY _ _ _ _ _ _ D DRAINAGE 7 ALL LEACHING BASINS SHALL BE CLEAN + 9438 /`C OMH DRAINAGE MAN MUNICIPALITY: TOWN 0 AFTER CONSTRUCTION IS COMPLETED. 8 COORDINATE AND COMPLETE ALL UTILITY RETO j oHE W V A1i�� oN UP/LP DC DROP CURB BUILDING USE: BANK R=94.96 .589E °j �� E EAST ZONING DISTRICT. B BE INSTALLED/RELOCATED BELOW GRADE. 2' OFFSET FOR CURB ' E 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE 5 oHE VR - 2� mCURB,/' oN EFF. EFFECTIVE LOT SIZE: 49,262.82 S.F. / 1.131 ACRES INSTALLATION OF NEW SIDEWALK, PROPOSED,CONC. CURB � �� EL. OR ELEV. ELEVATION �j / R�-• 95e2 , / ONE r' ' 1 CLEC ELECTRIC FLOOR AREA: 4,200 S.F. 10, OBTAIN A TOWN DPW ROAD OPENING PERMIT SECTION: 143 BLOCK: 3 LOT' 33.2 �[ S • 9494 92 . ' 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO HE VERIFIED L� + ' N49.36'00"E EMH ELECTRIC MAHNOLE Q' 'sz 964 93 I EX. EXISTING SETBACKS, WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P,W OR ROA, 'UTILI Y POLE e7 / �� 86.75' N.Y.S.D.O.T. PRIOR TO CONSTRUCTION, CONSULTANTS: _ _ F.F. EL FIRST FLOOR ELEVATION FRONT: 97.4' 100' REQ ) G r `r `��9 o - _ SAWCUT AND MEFxT EXISTING PAVEMENT Fr. FEET OR FOOT SIDE: 72.4' �25' REQ. 50' TOTAL) 12 ALL TRAFFIC CONTROL DEVICES, IE SIGNALS, SIGNS, AND PAVEMENT qi 78 ( ) MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES 9179 rn / PCO ' / ' I I -92- _ _ _ GA GAUGE REAR. 11T 35' REQ. OF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS /�� ..•'\ PROPOSED SIDEWALK RAMP GV GAS VALVE ITEM AMOUNT SF % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. ' " ' •• 94 � GC GENERAL CONTRACTOR ( ) y - , CB ,' "',. \ . PROPOSED 10'6 LEACHING BASIN (TYP.) 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL R=95.97 `v • HE HIGHPOINT TOTAL LOT AREA 49,262.82 100% HYD HYDRANT BUILDING AREA FOOTPRINT 4,200 8.52% DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF ASPHALT PAVEMENT INFO, INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF C g1 9 gb?5 �r a7PAVEMENT AREA 27,122 55.06% INV. INVERT BEGINNING SUCH WORK ALONG A TOWN ROAD 94.5zNO i +5 95 LB LEACHING BASIN LANDSCAPING AREA 17940.82 36.42% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE ' SSOP p ' WEEDS x; �, " IS��z 9320+ LP LEACHING POOL LOCATION MAP THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE BNS '" CR 551 r O ,`9 _ _ _ ,- L.P. LOW POINT NOTED ON PLAN. 3 + _ , ' MAX. MAXIMUM N.T.S. 15 STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION G °NE , '/ 92,82 - - _ 9 ' PROPOSED CONCRETE SIDEWALK MIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS. � G RM9®off 93,46 `` MN. NORTOLEj tih SAVIK o MURRAY LLP ' 95. 0 �+' + PROPOSED CONCRETE CURB NA NOT APPLICABLE (lE' SURVEY NOTES rn 94'37 ��\ l NO NUMBER CONSULTING ENGINEERS 215°SMITHTOWN AVENUE,SUITE 5,RONKONKOW,NEW YORK 11779 TC: 95.80 9ye 934� + _ I NTS NOT TO SCALE 48 SUFFOLK AVE 1. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH vOlcEt631467-7775-VIAWNSAV,KANUMURRAr cOM- Fnx.551<n-75x9 x + sa 0z- A-� NYS NEW YORK STATE R\E NEW ENGINEERING & LAND SURVEYING, P.C.. + BC: 95.30 1 rV NEW YORK STATE JF- 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. ` NYSDOT DEPARTMENT OF TRANSPORTATION N� P E. i ' 5545 ' Y + 96 93 3 � � i/ OC ON CENTER 5°� SOUND NV 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT \\ 97,46 I TO: 96.00 I 135 PROPOSED \ TITLE REPORT MAY REVEAL, BC: 95.50 \ / K , 9 ll OD OUTSIDE DIAMETER m �� SIDEWALK RAMP PROJECT r� 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, OHE OVERHEAD ELECTRIC `` � i FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE UNDERGROUND ` TC: 95.50 ` 93,97 rc: sza4 Pc POINT of cuRvnruRE LOCATION ` ` ` ` BC: 97.34 m LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY BC: 95.00 + _ PRC POINT OF REVERSE CURVATURE � , - Q9 NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL CURB , , I g429 91 I x oM` q- ' PT POINT OF TANGENT �O 'GXn ASPHALT , �gv 9384 +�. 9 PVC POLY VINYL CHLORIDE "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTILITY 100,+7 CB® , �� - '`I / SI ' + + I ` PSI POUNDS PER SQUARE INCH ? ry LOCATIONS MARKED ON THE GROUND. COMMENTS R=99 38 , J \ - "1 9 94'As R RADIUS 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, / 13 95.24 , TO 97.40 ,-6 TO: 97.60 BLOCK 3, LOT 33.2. DATE DESCRIPTION + BC: 96.90 RCP REINFORCED CONCRETE PIPE moo' ,� ` ■ , BC: 97.10 RET RETAINING m 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT 02/28/08 BLDG DEPT SUB , • � - - - - - � . . PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. EHLERS, DATED Q , I . 776 �j RD. ROAD eP 7/31/2007. 03/24/08 PLANNING BD. SUB - , .':- REQ'D REQUIRED - TU ' I ■ ' ` I RTE ROUTE `� GREAF ', ', ,I '?N , '• + 94.43 97 I SMH SANITARY MANHOLE ,� ��_ PECONIC BAY DRAINAGE CALCULATIONS: S SOUTH OR SANITARY Q PARKING BE SQUARE FEET AREA I Q1 fC: 96.16 �gS. - - _ _ ST. STREET PAVED AREA: 7.452 S.F. x 3/12 x 10 = 1,863 OF N �i ■' + I 7MH TELEPHONE MANHOLE BC: 95.66 •',•" • . . `� 3e TSB TRAFFIC SIGNAL BOX DRAINAGE NOTES: CONCRETE AREA: 1,212 S.F. x 3/12 x 1 0 = 303 OF PROPOSED CONCRETE CURB ?o I ' m ROOF AREA: 2,150 S.F. x 3/12 x 1.0 = 538 CF 97.60 + TO:98.00 I TO TOP OF CURB 1. ALL DRAINAGE PIPE TO BE 12" CPP, UNLESS NOTED OTHERWISE GRASS AREA: 3,887 S.F. x 3/12 x 0.3 = 292 CF �i I I, I11, �. _ TW TOP OF WALL 2. ALL ROOF PIPE TO BE T C.P.P. UNLESS NOTED OTHERWISE / PROPOSED 12" C.P.P. (TYP.) Jr - BC: 97.10 BC: 97150 I - TYP TYPICAL TOTAL AREA: 2.996 CF/68.42 CF/VF (10'6 POOL) = 43.8 VF REQ'D REVISIONS . 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR 1174 \ + / 9524 ,' PROPOSES" CRP. ROOF DRAM I g 5-' VOL VOLUME FRAME AND GRATE AT THE FACE OF THE CURB-INLET. SET` PROVIDE 4 - 10'6 POOLS X 9' EFF. DEPTH = 36 VF a, a WM WATER METER REV. DATE DESCRIPTION 102.11 7 1� - - pROPOSEB CONCRE'rf SIDEWALK , �� FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT. & 1 - ITU POOL X 10' EFF. DEPTH = 10 VF WV WATER VALVE WELL CAP 02 03 ■ _ TOTAL = 46 VF 1 5-21-08 REVISED PER TOWN 6 ' • _ - - - - - - PROPOSED CONIC 1CURB i , W WEST 1 , +" AREA II COMMENTS DATED 4-11-08 II 'I ,96 PROPOS° �ANK +.9395 I 9 PAVED AREA: 2,184 S.F. x 3/12 x 1.0 = 546 OF 2 7-1-09 Per Planning Dept Comments from 5115109 101 `•+1 Vt + r '�81 4, 00 S. `. I B TOTAL AREA: 546 CF/68.42 CF/VF (10'6 POOL) = 7.98 VF REDID _ ___ F.F. EL. 9820 N 9s e ,9574 96,91% - '- + PROVIDE. 1 - 10'0 POOL X 8' EFF. DEPTH = 8 VF 2`9, _ 95,80 / o ', d 9715 TO: 97.60 + AREA III BUSINESS o I , , + + BC: 97.10 `, 97 , PAVED AREA: 2,928 S.F. x 3/12 x 1.0 = 732 OF PROPOSED v3UILDING CANORY I LEGEND CONCRETE AREA: 859 S.F. x 3/12 x 1.0 = 215 OF m 97 60 ' TC: 98.07 �1 ,i SYMBOL GRASS AREA: 1,519 S.F. x 3/12 x 0.3 = 114 OF 1 , , 9 + + , I BUSINESS DESCRIPTION TOTAL AREA. 1,061 CF/68.42 CF/VF (1 TO POOL) = 155 VF REDID CLIENT INFORMATION' '167 �� BC: 97.57 `\ � 9g- E%ISTING PROPOSED _ / i TC: 97.17 , , i -__-__- PROVIDE 2 - 10'4 POOLS X 8' EFF. DEPTH = 16 VF 1 + x % TO. 97.67 / PROPERTY LINE ' :"'Si ..: BC: 96.67 +. TC: 98.07 9t,5i +- , BC: 97 ,7 , , - - - - AREA IV JPMorgan hese - 96.11 ` p EASEMENT LINE �/ 99 67 �� + m + +:_ _ BC: 97.57 ` I `, I . - - - nC - CONTOUR LINE - -99--- - - 99 97.50 �, %� "%� �' 9641 i i i i i i i i i i i i i i PAVED AREA: 3,809 S,F. x 3/12 x 1.0 = 952 OF A + 979 G, I BUILDING CONCRETE AREA: 1,439 S.F. x 3/12 x 1.0 = 360 OF _ - �G. 1` _ + + + 'I �� °' BUILDING OVERHANG - - - - - / r 11 9700 9 I ,� - ROOF AREA: 2,610 SF. x 3/12 x 1,0 = 653 OF NEW BRANCH BANK +-97 98 97.68 + ,el + ♦ . - b RETAINING WALL ® H7 J$ q r se�3' GRASS AREA: 3,463 S.F.Fx 3/12 x 0,3 = 260 OF �� + \ TO: 97.07 I \- CURB (ALL TYPES) TOTAL AREA: 2,225 CF/68.42 CF/VF (10'4 POOL) = 325 VF REST 10300 MAIN ROAD ` ` ■ +9032 �- .1 C 96.57 N PAVEMENT STRIPE toa os I �' _ N 9� `n EDGE OF CONCRETE PROVIDE 4 - 10'6 POOLS X 8.5' EFF. DEPTH = 34 VF MATTITUCK, NY 11952 `I TO.97.45 TC: 96.47 ` TOWN OF SOUTHOLD ♦ / TC: 96.50 , PAVEMENT SAWCUT --------- _ 8C: fi.95 BC: 95.97 7� I BC: 96.00 i -` 'vim TREE/VEGETATION LINE PAVED AREA: 6,493 S.F. x 3/12 x 1.0 = 1,623 OF TO 97.50 + TC: 97.00 I N7,%'03'00''E `, GUARDRAIL CONCRETE AREA: 885 S.F. x 3/12 x 1.0 = 221 OF + BC: 97.00 9789 BC: 96.50 - - - , -' 20 �0 FENCE ~ • K x x "�^--%�� GRASS AREA. 1,684 S.F. x 3/12 x 0.3 126 CF I ■ 99.33`s I JRS ARCHITECT, P. C. _ + a , DRAINAGE LINE D •••••••■■••••. TOTAL AREA 1,970 CF/68.42 CF/VF (10'4 POOL) = 28.8 VF REQ'D • - 96 35 PROPOSED CONCRETE - - _ LL 181 East Jericho Turnpike, Mineola, NY 11501-2032 PARKING I • DUMPSTER PAD, SEE DETAILS ' i `\ GAS MAIN G G PROVIDE 3 - 10'6 POOLS X 10' EEE. DEPTH = 30 VF Td:1516,2941666 Fex:516-]90.1669 ■ TELEPHONE LINE T o s 5083 z s 9e g, I ,� e1.212930�West 24th Street,3rd Floor, New YoFk,NY�10010 I 6 ,97 et ` OVERHEAD ELEC. LINE OHE I I 1 'I - + ELECTRIC LINE E 5.:6o9s6 707 State Road, Princeton, NJ 08540-143IFIVI: 4 6a�906o `, \ ,�• __ ' n 99 98 WATER MAIN W W SANITARY LINE S THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND TC: 96.07 ■..• •� y •..• ..� 1 i ' , '1 ` BC: 95.57 l` ' AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. PARKING STALL QUANTITY © ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS TC: 96.20 'oo TO: 96.80 9, -F TC: 96.20 ' ` 9885 BC: 95.70 I ' ARE PROHIBITED. BC: 95.70 BC: 96.30 �"o SPOT ELEVATION +9ss° 99.50x + „ 8 WATER METER ® ® DRAWING TITLE' 99s210NE i I 98. 3 WATER VALVE SITE GRADING AND DRAINAGE PLAN UTILITY POLE -0- `� AREA TO REMAIN WOODED �,i • ' � " R � _ ' I + ,~� + 91871 + 101.00 FIRE HYDRANT f-� 101.65 ' -I o DRAWN BY. DATE: 12/17/07 I � •`'� I DRAINAGE GRATE V® + 99 18 I it N SIGN -fl- b CHECKED BY: SCALE: AS NOTED Y;/G 185.75' 9g TREE aNEW , FILE NAME: z S 50'07'00" W - - -_- J _ - ,�� 182 _ e5 75 �0 o 207100 Grading N X0'07'00" E + P°APs e. Rpx�h + DRAINAGE STRUCTURES ® 1® \\ �1 JRS NUMBER: 207100 �� o+ + most 'x 99.14 16202 x * Ar 07200 ,fit + 'T971fl'3,15 ! ` SANITARY STRUCTURES o O SITE GRADING AND DRAINAGE PLAN 2 SHEET NUMBER: PRGFEGSI P �� C 2 . 01 SCALE: 1"=20' KEY PLAN: 77 r PARKING CALCULATIONS SIGN LEGEND SDUD U1N� PARKING REQUIRED. -< 25'��r+ WM1E BANK: 1 STALL PER 100 S.F. G.F.A. 4,200 S.F. / 100 S.F. / STALL = 42 STALLS 30'� WHOSE �ANEtEF 5 V� UNES TOTAL SPALLS REQUIRED = 42 SPALLS AO = f DU9�HE D� PARKING PROVIDED: FIRE HYDRANT- \ D STALLS (STANDARD) = 40 STALLS 71' REQUIRED A.D.A STALLS (RESERVED) = 2 STALLS Q� TOTAL STALLS PRONDED = 42 STALLS UA V16' / R-10 UP/LP _ R R=94.9G R=12' 65 y SECTION. 143 BLOCK 3 LOT, 33.2 D I N49'36'00"E � MP�N ROP UTILITY POLE R=12' � � \\ ' 5' I 86.75' © _ ' CONSULTANTS: ' 6.5' ' a ]� � R=50' k \ O ONE WAY ASPHALT PAVEMENT V� 6 s SJOp p SSIWEE05 00� 5. GRP ��5/Cts R=70' POSSIBLE FUTURE SS LOCATION wM ® p B R=15' SAVIK o MURRAY, LLP GRASS R=97 01 B / i ' r WHITE LANE ARROWS (TYP.) CONSULTING ENGINEERS / 26' STOP BAR R-6' r? 21505MITHTUWN AVENUE,SUITE NUMI ONKOMA.NEW YORK fl]]B VOICE,fi]t-09i TO6-WJJW SAVINAN9MNRRAY COM- FP%I a31�a]-0MO R=5' / N 8' A I I R=25' P4, ACCESSIBLE 81 R=25' PARKING SYMBOL C 36" I B' ASPHALT CURC� R 3 �I 3 -8 R=15'B I 7 I 4"-D LETTER SIZE 6'-7" COMMENTS. 9 ONE WAY � .:. VARIES 3' DATE DESCRIPTION o I 20 -4" R=113' ��I 02/28/08 BLDG DEPT SUB SIGNS SHALL HAVE A BLACK BACKGROUND & 4 1 03/24/08 PLANNING BD. SUB LETTERS WITH WHITE ARROW & 1/2" BORDER SOLID YELLOW R=700' R=15' �- U I ONE WAY SIGN NE O - N. rs . FULL BARRIER At] 5.5' PARKING m � m .' SEE PLAN I L—4" 3', 2 10f — 2 8 y Imo- REVISIONS: 18'--124'--I 18 5.5' 22 SOLID WHITE LINE -�I �-I _5" 1'-5° REV. DATE DESCRIPTION 8' 13' 1 5-21-08 REVISED PER TOWN WELL CAP t 6o s' s 60 '-: 7 2, N ' 1 --10"—c HIGH TRAVELING LANE LANE ARROW COMMENTS DATED 4-11-08 LETTERS I PROPOSED BANK I 2 6-10-08 REVISED PER nysdot 4,200 S.F. I PAVEMENT SYMBOL DETAILS COMMENTS DATED 5-27-08 O F.F. EL. 98.20 N.T.S. i , 3 7-1-09 Per Planning Dept Comments from 5115199 I / I 17 I i SIGN SHALL HAVE RED BACKGROUND WITH BUSINESS I anlea R=3' WHITE TRAVELING LANE STRIPING i WHITE LEGEND, AND 3/4" BORDER WHITE DESIGNATION STRIPING I i STOP SIGN I BUSINESS N.r.s. RESERVED PARKING SIGN NO PARKING SIGN RESERVED PARKING SIGN CLIENT INFORMATION' t WHITE ON BLUE BACKGROUND RED ON WHITE BACKGROUND WHITE ON BLUE BACKGROUND _ R-15' y e R=15' V i (WITH BOLLARDS SIGN POST) (WITH BOLLARD SIGN POST) (WITH BOLLARD SIGN POST) ' ' " ,a,; r, �7 P; Z,F 11 I I D RESERVED NO RESERVED � JPMgrganChaS+ ``; I w ' 24" PARKING PARKING PARKING Z, �► 11' I NEW BRANCH BANK ANY +' v,- D ® TIME ® �, -r 193a0 MAIN ROAD > x T--� 4'"-D LETTER SIZE-- � • • ' 10 A N 5" BAR H �~ t--► MATTITUCK, NY 11952 _ R=4' N P1-1 TOWN OF SOUTHOLD -- g 4' -D LETTER SIZE — P4-6 P4-6 I 1YI N71'03'00w' E I 4" WHITE PARKING STALL STRIPING (TYP.) 22 R-15' ZU00, SHALLSIGN BACKGROUND � JRS AR HI;r, C T, P. C. WITH WHITE LEGEND AND VARIABLE BORDER. 181 East Jericho Turnpike NY 11501-2032 Tel:516294-1666 Fax:616-294-1669 R=3• PARKING R=3' 30 West 24th Street,3rd Floor, New York, NY 10010 DO NOT ENTER SIGN 3'—Q" MIN. CLEARANCETel:212-929-0003 Fax:2125456]21 O FACE OF CURB 20 9 I N.T.S.NTTec6o94a 91 oState Road,Princeton, NJ 0854044 09668-9060 / i '•"".".... 4" WIDE BLUE STRIPES 11 69 Imo ' GONG, CURB THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. I i ' CONC. SIDEWALK ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I ARE PROHIBITED. I 4" WIDE DRAWINGTITLE: WHITE STRIPES �i 6" WIDE, 45' BLUE ��NE' 8 T STRIPES, 5'—Q" Q.C. SITE ALIGNMENT AND STRIPING PLAN � , . I � AREA TO REMAIN WOODED—,,, i " �. ° R��O PARKING ` DRAWN BY: DATE: 12/17/07 / / I CHECKED BY: SCALE: AS NO BLUE INTERNATIONAL TED _ _ 9•_0° 0 _0' 27 00 9'_0" ��QF N FILE NAME. SYMBOL FOR ACCESSIBILITY 185 75' W y 207100 Align S 50'07'00' W E — — N 50'07'00" E — — — -- — 85.75' 6'-G.: �Po Ps R� STANDARD STALL '� M• " 'F' SIGN SHALL HAVE YELLOW BACKGROUND RESERVED STALL * - •` * JRS NUMBER: 2007000 WITH BLACK LETTERING AS SHOWN, AND LOCATE AT EDGE OF PARKING SPACE UNLESS 1/2' MARGIN WITH 3/4" BORDER ACCOMPANIED BY "VAN" LETTERING SEE CIVIL NOTES, THIS SHEET SHEET NUMBER SITE ALIGNMENT AND STRIPING PLAN PEDESTRIAN CROSSWALK ACCESSIBLE PARKING SYMBOL RESERVED PARKING STALL AND RAMP DETAIL 6261 C3 01 SCALE: 1"=20' N.T.S N.T S. N.T.S. PROFESSI P�� o�� c t CGP`l KEY PLAN BRONZE LOCKING DEVICE 7 \ l / W/ KEY WRENCH SUPPLIED /� \ 102 A '0000001i uIT 00000000000000\, � INLET II � � OUTLET SC SANRARY SEWER 1 \ � 2 PENETRATING PICK HOLES \ / /pNE 1-1/2" LETTERS \ S W - - - - - - — - - - - - - - \� / 180' APART FIRE HYDRANT °HE, /j pHE ADJUST CAST IN CAST DATE IN UNDERSIDE J L TO ' pHE TOP OF FRAME OF COVER � °BE W wv ' _ " a' ,9y %EUP/LP PAN // _` / R=94,96 �' ,%� o��E 28-3/6' Q�E E 1 1 ,' oNE 27_1/6" FINISHED GRADE 27 HEAVY DUTY CAST IRON FRAME SECTION: 143 BLOCK 3 LOT: 332 - - �/ 5 . % -: , r AND LOCKING COVER TO GRADE N49'36'00"E 25 iW oAQ' , , 93 I R� SOLID RINGS AS REQUIRED CONSULTANTS: R uTlun PDLE \ \\ 86.7s' , TO BRING SEPTIC TANK TO25 3 z =< GRADE AS PER S.0 D.H S. 2p° 20" 8" MINIMUM TRAFFIC o`U •' ° E ,' ! - '92- - _ _ _ /B MIN. N N MIN BEARING SLAB \ PROPOSED WATER/METER ,' ,' ;. ;�,.''. /%'� �1 I - - - OtiP �� PROPOSED RPZ 4N HOT BOX ` /�N / 94 I 3/6" =", \I' INS �g' g'1 OUTLET 24" MIN 4' DIA CLASS 2400 FI - / \ - `—ASPHALT PAVEMENT U —�-II m b I'Iz MIN. 4" DIA. CLASS 2400 25-3/4 PITCHED a � , P � ,, , gg _ D 1/4°v 1 w FLOW J PIPE OR EQUIVALENT PIPE 0 LENT ' .. .e:.." \0 i 1 G'1 ,1 , I L 5_1/8„1- 3e 5_1/8,• ”' � o BAFFLE _ m PITCHED 1/8"-1' gU5 STOP p G " ..o.GRp55�WEEDSO� ,Y9 �� o 4,• / G WM ®'p SECTION A-A8 o MURRAY LLP 005 GRASS R=9T 01 /' �^' / 8' 1 ' p/mrd COVER DETAIL CONSULTING ENGINEERS ,O 21505MITHT➢WN , RONKONKOMA,NEW YORK7 -ms-AVAYsAVIKANOMaFaxmlA87-71wN.T.S. valce e -0SECTION a PROPOSED WATER SERVICE 5V' PROPOSED UNDERGROUND GAS SERVICE / S.C. D. H.S. 1 ,200 GALLON SEPTIC TANK N.T S. 1 1 CURB , `, II 1 I ' 91 ASPHA T _ 1 �9p � I - '94HEAVY DUTY CAST IRON FRAME COMMENTS: AND LOCKING COVER DATE DESCRIPTION FINISHED GRADE INLET MIN. 4" DIA, SOLID PRECAST TRAFFIC 02/28/08 BLDG DEPT SUB 'm 1 I `, , a� � . 9� BEARING TOP SLAB 97 '. I 03/24/08 PLANNING BD. SUB DO PEI ED gEt m , 1 t r _ 11 1 PARKING a a -95 PRECAST SANITARY RINGS (TYP) I III 1 ,• � � N � ® ® ®® ® ® ® • PROPOSED UNDERGROUNDI o ® ® ® ELECTRICAL SERVICE '1 I - IQ F ®® ® 6" REVISIONS: I I y U coLu,R MATERIAL To corlslsT REV. DATE DESCRIPTION s 5 z o ®® fes ® ® 3' MIN OF COARSE SAND AND GRAVEL I , ® ® ® coLLAR 1 5-21-08 REVISED PER TOWN WELL CAP `, - 1 '1 i ® ®® ® COMMENTS DATED 4-11-08 PROPOSED DANK I 9 ®® 2 7-1-09 Per Planning Dept comments from 5115109 vl 11 1, JN 4,200 S.F. , 9 I 6 F.F. EL. 95,20 _ _ _ _ _ - - ^.:� 1 " . � 2' MIN. ABOVE �� GROUNDWATER PROPOSED SANITARY SYSTEM), � 0 11 'll SEE PROFILES FppR PIPE AND ` ,) i BACKFILL MATERIAL TO BE BUSINESS o / STRUCTURE SIZE$I THIS SHEEF. 97 CLEAN SAND & GRAVEL ALLOWABLE SANITARY FLOW PROPOSED 8'0 X 6' EFF. i 6' MIN PENETRATION INTO VIRGIN DEPTH SEPTIC TAII ' � BUSINESS STRATA OF SAND & GRAVEL GROUNDWATER MANAGEMENT ZONE: IV CLIENT INFORMATION: ALLOWABLE FLOW FOR SITE. 600 GPD/ACRE o S.C. D. H.S. SANITARY LEACHING POOL DETAIL (LLD GPD/ACRE) x (1.196 ACRES) 17GPD i ALLOWABLEEFLOW FOR PROPOSED BUILDINNG:G: ,p ,o n �: r, I N.T.S. P.' ,I' . _ ST00. w BUILDING USE: BANK L ; I� mI �( � "' )�PROPOSED80 X 6' EFF. I 4,200 S.F. OFFICE X 0.06 GPD/SF = 252.00 GAL, �D� K DEPTH LEACHING POOL I " b NEW BRANCH BANK SEWAGE DISPOSAL SYSTEM DESIGN _ PROPOSED SYSTEM 10300 MAIN ROAD LP s\ I\ II 9j N SEPTIC TANK: MATTITUCK, NY 11952 20• I \I v' REQUIRED: 252 GPD X 2 DAYS = 504 GPD TOWN OF SOUTHOLD ; I` l� PROVIDED: (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPD _ . NI SEPTIC TANK LEACHING POOL LEACHING POOLS: RIM: 97.00 RIM: 97.00 REQUIRED: 252 GPD/1 5 GOBI 168 SF ,1 R S ARCHITECT, P.C. 20.00' INV IN: 94.80 INV IN: 94.20 PROVIDED: (2) 8'0 X 6' EFFECTIVE DEPTH = 300 SF w NV OUT: 94 3O DIA: 8' 181 East Jericho Turnpike,Mineola, NY 11501-2032 PARKING I FUTURE EXPANSION POOL - _ - I ' o- ' `\ DIA: 8' FUTURE: (1) 8'0 X 6' EFFECTIVE DEPTH = 150 SF P Tel:516-2 9 416 6 6 Fat:516-2 9 416 6 9 D ` e1.2>za306West 24th Street,3rd Floor, New YoFk, NY 100010083 1 I IU8 PROPOSED BANK FINISHED GRADE T.K 60956 707 State Road,Princeton, NJ 0854044 os6ee .9069 II -' r -�\ �`; ri- \ r -�� g8 -� � , . 1 i � THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. `I I I 1 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. PROPOSED . I NV.BUILDING5 00 DRAWING TITLE' / ( SITE UTILITY PLAN AREA TO TO REMAIN WOODED '✓ ' ' �n\ " R�� 10 LF 0200% DRAWN BY DATE: 12/17/07 4'0 PVC SDR 35 I � • I � I I vi CHECKED BY: SCALE: AS NOTED I d roe _ S 50'0700" W 185.75' J s9 10 LF ® 1.00% —\ — _ — — _ JJ 4"0 PVC SDR 35 OF NEW FILE NAME. —\N s0'D7'00" E ' �', qF y 207100 Utility �`?'pM`PS E. 4�P 0 185.75 JRS NUMBER 207019 07200 1 , � SANITARY SYSTEM PROFILE �� 2 SHEET NUMBER: SITE UTILITY PLAN N.T.S. E P 626 5 `�� C 4 . O RMF55 ONP�' SCALE', 1"=20' ice, Grip / KEY PLAN 5/15'0 GALV HAUNCH (TYPICAL ALL 4 SIDES) NUTS & BOLTS 6X6—W2.9xW2.9 W.W.F. (TYP.) XSIGN (TYP.), REFER TO PLANS FOR TYPE AND SIZE, r86-1 OURED CONCRETE 8„ OMPACTED GRANULAR SUBGRADE U SECTION a GALV STEEL 10' CHANNEL 8" GONG SLAB 4000 LB. 28 DAY STRENGTH 0 DUMPSTER PAD FENCE NOTES ALL FENCE FABRIC SHALL BE BLACK PVC VINYL A A z COATED, CLASS 26, 6 GAUGE FINISH WITH 9 A I - o SECTION: 143 BLOCK: 3 LOT: 33.2 GAUGE CORE. ALL POSTS AND HARDWARE SHALL BE BLACK PVC VINYL COATED TO CREATE A ' CONSULTANTS: COMPLETE VINYL SYSTEM - FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (TYPICAL ENTIRE DUMPSTER ENCLOSURE) 1 a • • APPROXIMATE 6"x6" W2.9xW2.9 WIRE GROUND MESH WITH 3" COVER -T � T �� \ \ \\ SEE DUMPFENCE STER PNOTES, THIS SHEET AD CHIN ?INK CE SEE CIVIL NOTES, THIS SHEET o DUMPSTER PAD DETAIL II II NOTES SAVIK o MURRAY, LLP N.T.S. II II 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL CONSULTING ENGINEERS SIGNS EXCEPT FOR INFORMATIONAL SIGNS. 2150 SMITHTOWN AVENUE,SUITE 5,RONKONKOMA,NEW YORK 11779 VOICE'83IA67-7775 -WWWSAVIKANCMURRAYCOM-FAX'61 LL11 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKETS SHALL CONFORM TO THE LATEST N.Y.S.D,O,T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. COMMENTS: DATE DESCRIPTION #5 BAR CONTINUOUS, EXCEPT AT JOINT 02/28/08 BLDG DEPT SUB TACK COAT 03/24/08 PLANNING BD. SUB 1-1/2" TYPE 6F RA NYSDOT TOP COURSE CURB BOX ROUND GRATE _ 7" R 2-1/2" TYPE 3 RA NYSDOT 1/4" R 6 BINDER COURSE BASIN OFFSET MEASURED TO 6" DENSE GRADED AGGREGATE CIVIL DETAILS MIDDLE OF THE FRONT FACE OF BASIN OFFSET MEASURED TO THEBASE COURSE 1. CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE THE CURB BOX. CENTER OF THE ROUND GRATE : `•i`.!••. STRENGTH OF 4,000 P,S.I AT 28 DAYS. A REVISIONS A A 2 MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. REV. DATE DESCRIPTION 1 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO 1 5-21-08 REVISED PER TOWN ROADWAY PAVING, COMMENTS DATED 4-11-08 J °+• 2 7-1-09 Per Planning Dept Comments from 5/15/09 ^' COMPACT EXISTING 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSITY 30" GRANULAR SUBBASE PER AASHTO T-99 I p I— � 5 ALL HANDICAP RAMPS SHALL BE PROVIDED WITH "STEP—SAFE" PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL COLOR BY OWNER 2—#5 BARS 6 ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM CLIENT INFORMATION: 2—#5 BARS PREVENTION, BUILDING CODE AND ICC/ANSI Al171 STANDARDS 2'-8" LONG SEE CIVIL NOTES, THIS SHEET ' ' 'T "' •- � #5 BARS AT �; --- s c.—c. AT 3" C.-C. CONCRETE CURB/PAVEMENT SECTION JPMOr se 11', PLAN N.T.S. -�- 1 ,, 11, yl1I' L Q1 NEW BRANCH BANK ' 11,'• 11V PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, 10300 MAW ROAD • .� ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 1184A, OR EQUAL. __- MATTITUCK, NY 11952 `ti:r'� a"�-• „ . 8" REINFORCED TRAFFIC BEARING SLAB TO TOWN OF SOUTHOLD CARRY H-20 LOAD WITH AN OFFSET OPENING 3" MIN. #5 BARS 1" COVER AT 6 C.—C _ 6JRS AR P. C. } .� �1! T,o = N � 181 East Jericho Turnpike,Mineola, NY 11501-2032 3/4' QDRB Te1:5162941fififi Fax:51fi-2941fifi9 CURB 1 PAVEMENT r RAMP 30 West 24th Street,3rd Floor, New York, NY 10010 1T CPP TYP. BETWEEN BASINS) A A re.21za29 A 1/2" LIP 707 State Road, Princeton,N108540-1434 a1uT21 4 UNLESS OTHERWISE NOTED N o ` .. - Tee fia9eaealao Fax:609L88-9060 2'_0" SIDEWALK JJJ �' 4'-0" a SIDEWALK z TYPICAL I > SIDEWALK EXPANSION JOINT THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND TYP, 5' MIN. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.0 w 0 0 0 0 0 0 0 0 0 0 0 a D �� ROUND W/RADIUS ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS w I y oo a o o xo a o 0 oa I B BE w EXPANSION JOINT z x HEIGHT OF TO ARE PROHIBITED. OPTIONAL CONSTRUCTION JOINT GEOTEXTILE FABRIC, CONTRACTION EVERY 20' HEIGHT LI �a c MIRAFI 140 AROUND JOINT EVERY 4' �� > 3N o 0 0 0 0 a 0 eo 0 o e SEE DETAIL "B" ENTIRE CIRCUMFERENCE SEE DETAIL 'A' DETAIL ,4 a -SECTION A—A PLAN I . DRAWING TITLE: 0 0 0 0 0 0 a 0 0 0 o JOINT SEALER zw OF LEACHING BASIN eo c o 0 o n 0 0 0� wow I �1/2„ 1/4" �q ULL WIDTH OF CIVIL DETAILS <Q< eo 0 0 0 0 0 0 0 0o w MAX. DESIRABLE RAMP / CONCRETE CURB RAMP OPENING ce 4° POURED CONCRETE L// 0 0 0 0 0 0 0 0 o e SLOP 1 ON 2 (MAX. <Ja 6x6 — W1 4xW1 4 W,W,F, (TYP.) 1-1�2 ON 12�. VARIABLE 5' MIN VARIABLE Do a o 0 0 0 0 0 0o z — — DRAWN BY DATE: 12/17/07 0 0 0 0 0 0 0 0 0 0 0 o n INSTALL "STEP-SAFE" PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO CHECKED BY. SCALE. AS NOTED ama ec o c o x� o o ra OeI 6" COMPACTED GRANULAR SUBGRADE "' INDUSTRIES OR APPROVED EQUAL COLOR BY CONTRACTION 10'-0" --1 4" MIN. a ,,+ OWNER. (TYPICAL ALL HANDICAP RAMPS) JOINT CURB FILE NAME: o SECTION A—A _ // PAVEMENT SOF NEwY 207100 Details PREMOULCSED LG SURFACE `Pro�PS E. Ak'?,��r A—A EXPANSION JOINT SECTIONE L GROUND WATER JRS NUMBER' 207100 2 MIN. ABOVE GRO SECTION B-6 7f 07200 DETAIL ��611 LEACHING BASIN SEE CIVIL NOTES, THIS SHEET SEE CIVIL NOTES, THIS SHEE !C , TOP SLAB AND FRAME & GRATE CONCRETE SIDEWALK DETAILS SIDEWALK RAMP DETAILS �s = SHEE(/TN\_UMB�ER: F P °' 26 I,�v r/ 5/ O 1 N.T.S. NLS. NTS R�FESSION = GROUND KEY PLAN: �---- D—� SURFACE a: v %rG?li SILICONE SEALANT NN Km (SEE NOTE 3) 22 > < Z r j ALUMINUM CAP (SEE NOTE 2) < m w SILICONE SEALANT o j (SEE NOTE 3) w RN\ w ¢ �' 16mm 0 REBAR EPDXY COATED z m E z ,T, N 2 N .Y. S. RT. 25 [--30' 25' 15'— 25'—j E E - - � m MAINROAD %�� SECTION: 143 BLOCK: 3 LOT. 332 - _ _ _ - it :w—I& \ \\ 4" WHITE SOLID LINE PROPOSED CONCRETE SIDEWALK MEET EXISTING CURB CONSULTANTS: NYSDOT ITEM 608.0105 1 DOUBLE YELLOW SOLID LINES WORD PAVEMENT MARKING p R=12' R=12' 16' WHITE LANE ARROWS (TYP.) QY (EXISTING) --21't (EXISTING) Y 4jj �suowc :•.. ; 65'� zs INSTALLATION DETAIL IN t;:. n, n 0704 J= -Q ANY � � `. '.', _.—�a.,.,. ' - 1sa0 EARTH OR SWAMP TIME EXISTING "MATTITCK MOTEL' SIGN 6' INSTALL STEEL PIN AND CAP R.O.W. MARKERS AT PROPERTY N.T S. EXISTING TREE ROADWAY RESTORATION CORNERS ALONG NYS RTE. 25 (TYR OF 3) MARKERS TO BE _ EXISTING UTILITY POLE IN CONFORMANCE WITH NYSDOT STANDARD SHEET M625-iRl. INSTALL SIDWALK RAMPS (TYPICAL OF 3) SEE DETAIL, THIS SHEEP. NYSDOT ITEM 608.0105 PROPOSED CONCRETE CURB - NYSDOT ITEM 609.04010510 SAVIK o MURRAY, LLP PROPOSED CONCRETE SIDEWALK - NYSDOT ITEM 608.0105 z CONSULTING ENGINEERS / 4160 SMITHTOWN AVENUE,SUITE 5,RONKONKOMA,NEW YORK 11 VO N.Y.S. ROUTE 25A EXISTING MiNEOR TNRFnTED2wIrHm 1 �( °IOE.Sa, 51.1]15 .WWW SAVI NUM6RRAY 0OM- F %55, 54-Exa SIGNAGE AND STRIPING PLAN OR WITHOUT TAPER _1 Imo- 5 MIN. OS DOT 6'-7' MPT NOTES: VARIES 3, 4" COMMENTS. IT'S i. ALL LANES MUST BE OPEN TO TRAFFIC BEFORE LOAM AND AFTER 3PM 9�0yT.DF. ,1JP� DATE DESCRIPTION � 2 NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS. 02/28/08 BLDG DEPT SUB `va "-SOLID YELLOW ;� 3. NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR LINE STEEL PIN AND CAP 03/24/08 PLANNING BD. SUB APPROVAL FROM THE STATE PERWIT INSPECTOR FULL BARRIER M R.O.W. MARKER I�- 4, ALL LANE CLOSINGS SHALL CONFORM TO THE NYSDOT MUTCD N.T.S. ti SPECIFICATIONS AND DETAILS SEE PLA NEW YORK STATE DEPARTMENT OF TRANSPORTATION -� GENERAL CONSTRUCTION NOTES: L47s-o 10'_ p _g 1, THE GENERAL CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS '-5 zL V-5" ALONG AND IMMEDIATELY ADJACENT TO NY ROUTE 25 SITE FRONTAGE AT THE COMPLETION OF CONSTRUICTION. REVISIONS : TRAVELING LANE LANE ARROW 2. REPAIR EXISTING SHOULDER, SIDEPNALK AND CURBING AS ORDERED BY o vi wwN9 o r 9 REV. DATE DESCRIPTION w �i1 6-10-08 REVISED PER NYSDOT STATE ENGINEER 0 a 500' 500' ¢ COMMENTS DATED 5-27-08 PAVEMENT SYMBOL DETAILS i z 7-1-09 Per Planning Dept Comments from 5115109 NT& i _ - N.Y.S. RT. 25 a �_ _ JS MAIN ROAD J' R=1-1/2" '• �• =W �''� 6„ 1„ L-11- 3 _ f 500' 500' =W CLIENT INFORMATION I� ML 111 IT 1. IN JOINTS AT DOD TO 25' INTERVOALS ALONG THE SHALL LENG PLACED > m o � � �� WORK o z ' FJPMorgan,Chas_e 'v NOTES: a OUS INT FILLER LENGTH OF � �` g T. IT om THE CURB; WHERE CURB ABUTS DRAINAGE CASTINGS; AND AT o ALL PC'S AND PT'S; AS ORDERED BY THE ENGINEER. AHEAD IIT 2. THE END OF THE CURB NOT ABUTTING EXISTING CURB SHALL NEW BRANCH BANK x1111 �' 2909 �` I--- PAVEMENT BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 'i FEET AT LOCATIONS FACING TRAFFIC. 10300 MAIN ROAD MATTITUCK, NY 11952 CENTER TURN LANE CLOSED - ON A THREE LANE, TWO WAY ROAD TOWN OF SOUTHOLD � rw ,_. -,_._ .. ..-.•.-^' ITEM 609.0401051 M N T.S. - " CONCRETE CURB TYPE VF- 150 SYMBOL LEGEND JRS ARCHITECT, P. C. N.T.S. {..... ARROW PANEL 181 East Jericho Turnpike,Mineola, NY 11501-2032 Tel:516-2 9 416 6 6 Fax:6162941669 ARROW PANEL SUPPORT OR 30 West 24th Street 3rd Floor, New York NY 10010 TRAILER (SHOWN FACING DOWN) 1 y. Tel:2]2-929-0093 Fax:2126456721 0 707 State Road Princeton NJ 085401434 DIRECTION OF TRAFFIC LLL ' ' Y O Tel:fi096l96300 Fex:60%88-90fi0 EXISTING O o o ROADWAY CHANNELIZING DEVICE z MIN. 4' VARIES THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND � FLAG TREE AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. TACK COAT TO BE INSTALLED BETWEEN F SIGN (SHOWN FACING LEFT) / ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED 1/4" PER FOOT ., ' EACH LIFT OF ASPHALT. ITEM 407.01 m TYPE III BARRICADE ♦�/ �OOOOOO� N.Y.S. RT. 25 4' TOPSOIL & SEEDING DRAWING TITLE WORK SPACE �% ,? MAIN ROAD ,� ,� e N.Y.S.D.O.T PLAN, NOTES AND DETAILS � � z w ITEM 613.0101, 610.0203 CONCRETE CURB TYPE VF-150 SEE DETAIL THIS SHEET 3 DRAWN BY: DATE. 12/17/07 ITEM 609 0401051 M °' m '2 r: , CHECKED BY: SCALE AS NOTED PROVIDE 1' OF OVERCUT 1-}" ASPHALT CONCRETE TOP COURSE ITEM 402.098301M & 402.098311M o o i o z Q o FOR TOP COURSE ASPHALT o ROAD FILE NAME: 2- ° ASPHALT CONCRETE BINDER COURSE ITEM 402.198901M & 402198911M m � o OF NEIq/WORK Y 207100 NYSDOT Plan FULL DEPTH SAW CUT P S E. O ITEM 10403.0903 6" ASPHALT CONCRETE BASE COURSE PLACED IN gHEgp � �� o�,nP TWO LIFTS OF APPROXIMATELY 3" EACH ITEM 402.378901M & 402.378911M � JRS NUMBER 207100 6" SUBBASE COURSE ITEM 304.11 * * 07200 WORK ALONG SIDE OF TWO-LANE, TWO-WAY ROADWAY WITH WIDTH �� _� SHEET NUMBER: ROADWAY RESTORATION DETAIL AVAILABLE FOR TWO-WAY 'TRAFFIC t62 C7 . 0111 N.T.S. N.T S. ROFE551 PY' V 7 . O KEY PLAN: 500' RADIUS MAP TAX MAP NO ADDRESS OWNER SCALE: I" - 100' 142-1-26 10095 ROUTE 25 MATTIP.0 K BOX PLAZA, LLC. MATTITUCK, NY 11952 MATTITUCK, NY 11952 9945 ROUTE 25 GAMA PROPERTIES-DEER INC. 142-1-27 MATTITUCK, NY 11952 320 FRONT POND RD, OLD BROOKVILLE, NY 11545 do / do wo 25 MARLENE LANE CELIC, ROBERT A. ` ` 143-3-1 MATTITUCK, NY 11952 P.0 BOX 1247 SECTION: 143 BLOCK 3 LOT: 332 MATTITUCK, NY 11952 \ CONSULTANTS' / / ~ 510 BAY AVE. FASZLEWSKI, JOSEPH JR. 143-3-10\ MATTITUCK, NY 11952 510 BAY AVE.MATTITUCK, NY 11952 / / \\ 580 BAY AVE, STEINHARDT, CHRISTOPHER 143-3-11 MATTITUCK, NY 11952 10 MAPLE ST. GARDEN CITY, NY 11530 MOVER, DALE D. SAVIK o MURRAY, LLP 142-1-26 143-3-12 650 BAY AVE. WAGNER-MOVER, STACY L. MATTITUCK, NY 11952 650 BAY AVE. CONSULTING ENGINEERS MATTITUCK, NY 11952 Pi505MITHTOWN AVENUE,SUITE Si RONKONKOMA NEW YORK 11779 VOICE.93H57-7775-WJJW.SgVIKANOMUHRAY COM- FXKA31-067-0590 J 730 BAY AVE. MALECKI, JENICE L 143-3-13 MATTITUCK, NY 11952 170 BROADWAY UNIT 1B. MAIN ROAD BROOKLYN, NY 11211 I 142-1-27 \ FLAMM, GERALD I 143-3-14 790 BAY AVE. FLAMM, IONA B. MATTITUCK, NY 11952 790 BAY AVE. COMMENTS: MATTITUCK, NY 11952 DATE DESCRIPTION ZAHRA RICHARD 02/28/08 BLDG DEPT SUB 445 MARLENE LANE ZAHRA MARIA 03/24/08 PLANNING BD. SUB 143-3-29 MATTITUCK, NY 11952 23 WOOD AVE. 143-3-333 ALBERTSON, NY 11507 1 , T 143-3-30 305 MARLENE LANE SKURO, ROSE MATTITUAR F MATTITUCK, NY 11952 305 LN LANE I �F 1952 143-3-10 COLLINS WILLIAM T. REVISIONS: �� 143-3-31 225 MARLENE LANE COLLINS KATHLEEN R. REV. DATE DESCRIPTION MATETUCK, NY 11952 82 NEW HIGHWAY 1 7-1-09 Per Planning Dept Comments from 5115109 COMMACK, NY 11426 I 143-3-31 143-3-332 143-3-11 � 10300 ROUTE 25 UNEXCELLED LLC 1 143-3-33.2 MATTITUCK, NY 11952 300 EASTWOOD DR, CUTCHOGUE, NY 11935 ' = 143-3-12 I 143-3-30j JODY 143-3-33.3 10470 ROUTE 25 210ILPAT LANE Z143-3-13 , MATTITUCK, NY 11952 MATTITUCK, NY 11952 CLIENT INFORMATION: rp .�� _ �PJPMorg 143-3- 143-3-14 NEW BRANCH BANK _ I, 10300 MAIN ROAD I] — MATTITUCK, NY 11952 • _m " _..e= TOWN OF SOUTHOLD — _��. JRS ARCHITECT, P. C. 181 East Jericho Turnpike,Mineola, NY 115012032 Tel:6162941666 Fax:5162941669 30 West 24th Street,3rd Floor, New York, NY 10010 ' Te1:212-929-0083 Fax:2"2 545,6721 707 State Road, Princeton, NJ 08540-1434 Tel:609E88-9100 Fax:60368&9060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND RILEY AVENUE AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. / ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 0000, ARE PROHIBITED, DRAWING TITLE: RADIUS MAP DRAWN BY: DATE: 12/17/07 CHECKED BY SCALE' AS NOTED QFNEtiJ- FILENAME' �F. 207100 Align ��Pro�p,5 E. ~ �1' JRS NUMBER, 2071 OO * * 07200 SHEET NUMBER. 46 V RWFESSIONP TNV . O1� 1 tf+ KEY PLAN: 3 Age �.- �� AI1E PJPMorganChase a � I THESE ON NULLIFY D REGULATIIOEBUILDINGCODEOlATT OFHHLDEEMED ANY PROPOSED ONE STORY PROVISIONS OF LOCAL, STATE, OR FEDERAL LAWS AND REGULATIONS. SECTION: 743 BLOCK: 3 LOT 33.2 �- - CONSULTANTS: SLAB ON GRADE BUILDING CONTRACTOR'S OBLIGATIONS AND RESPONSIBILITIES: I. GONTRACTORlSI AND THEIR RESPECTIVE SUBCONTRACTORS AND j 10300 MAIN ROAD NTS SHALL BE RESPONSIBLE FOR ARRANGING AND SCHEDULING -- - - -- SCHEDULING ALL REQUIRED VILLAGE, TOWN, CITY, COUNTY AND STATE INSPECTIONS AND OBTAINING ALL APPROVALS/ SIGN OFFS AND SUBMIT THESE DOCUMENTS TO THE ARCHITECT/ENGINEER OF --- ju'I II MATTITUCK, NY 11952 2. CONTRACTOR SHALL CONSULT AND COORDINATE WITH THE jED MUNICIPALITY'S BUILDING DEPARTMENT AS WELL A5 THE COUNTY - - -_ - ._ _❑ TOWNOF SOUTHOLD AND STATE AGENCIES FOR THE REQUIRED INSPECTIONS. -- - -_ - -- - .. ED nI � I I r3ENERAL NOTES ,488REVIATIQN6 PLOT FLAN SCALE: NOT TO SCALE I. ALL WORK SHALL BE GOVER9NED BY THE TERMS AND CONDITIONS OF THE GENERAL CONDITIONS OF THE CONTRACT A/C AIR CONDITIONING HDR HEADER 4 FOR CONSTRUCTION AND THE REQUIREMENTS OF ALL APPROPRIATE PUBLIC AUTHORITY, REGULATORY AGENCIES, AC ACOUSTICAL HDW HARDWARE I I AND/ONTRACTLANDLORD. ACC ACCESS HM HEIGHT ARCHITECTURAL DRAUJING� LIST 2. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, INDICATED IN REGULATIONS AND ORDERS ACT ACOUSTICAL TILE HP HIGH POINT OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS. ADD ADDENDUM HT HOLLOW METAL I ��OLS 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS, APPROVALS, CONTROLLED ADJ ADJACENT HTG HEATING 5 TS-1 TITLE SHEET AND GENERAL NOTES INSPECTIONS, AS WELL AS THEIR ASSOCIATED FEES, FOR ALL TRADES, EXCEPT WHERE SPECIFIED AND AGREED AS-I ARCHITECTURAL SITE PLAN UPON ELSEWHERE. AFF ABOVE FINISH FLOOR HVAC HEATING VENTILATION COMMENTS: 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ARRANGING WITH BUILDING MANAGEMENT FOR ELEVATORS OR OTHER ALT ALTERNATE 4 AIR CONDITIONING AI-01 CONSTRUCTION PLAN EXISTING A2-01 EXTERIOR ELEVATIONS DATE DESCRIPTION HOISTING FACILITIES FOR HANDLING MATERIALS AND REMOVAL OF DEMOLITION DEBRIS. ALUM ALUMINUM IG ISOLATED GROUND TO REMAIN A2-02 EXTERIOR ELEVATIONS 5. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS THEREON AND TO DETERMINE THE ARCH ARCHITECT (URAL) IN INCH C1.01 SITE DEMOLITION PLAN EXTENT OF ALL FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT ACCORDANCE WITH THE AWP ACCOUSTICAL WALL PANEL TO BE REMOVED 03.01 517E ALIGNMENT AND STRIPING PLAN 10-08-08 FILED FOR SUBDIVISION INSUL INSULATION (D) CION) - EXISTING 02.01 SITE GRADING AND DRAINAGE PLAN 07-24-08 ISSUED FOR REVIEW CONTRACT DOCUMENTS. BD BOARD N 04.01 SITE UTILITY PLAN 711/09 ISSUED FOR SITE PLAN REVIEW JANITOR'S CLOSET 6. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF THE LATEST CONTRACT DOCUMENTS INCLUDING ALL CHANGES AT THE BLDG BUILDING LAM LAMINATE !D) J0581TE FOR THE USE OF THE ARCHITECT. PROPOSED GYP. BD. 05.01 CIVIL DETAILS T. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMMISSION5 OF ALL HIS/HER BLK BLOCK LAV LAVATORY PARTITION Cil LANDSCAPE PLAN AS PER 5/15/09 COMMENTS EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, AND ALL OTHER PERSONS PERFORMING BO BOTTOM OF LL LIVELOAD 0101 RADIUS MAP ANY OF THE WORK FOR THE CONTRACTOR ERG BEARING LP LOW POINT PROPOSED LOW HEIGHT S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE BSMT BASEMENT MAX MAXIMUM GYP. BD. PARTITION PROPERTY, AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. CAB CABINET MECH MECHANICAL 9. DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY REMOVE ALL UNUScD MATERIAL, RUBBISH, CB CATCH BASIN MFR (D) MANUFACTURE (R) (D) AND DEBRIS FROM THE PROPERTY AND BROOM CLEAN DAILY, THE SITE AND PREMISES SHALL BE KEPT REASONABLY CCTV CLOSED CIRCUIT T.V. MIN MINIMUM EXISTING DOOR TO CLEAN, NEAT AND ORDERLY TO THE SATISFACTION OF THE OWNER REMAIN 10. THE CONTRACTOR SHALL CONTROL CLEANING OPERATIONS TO PREVENT DIRT OR DUST FROPi LEAVING THE JOBSITE CEM CEMENT MO MASONRY OPENING REVISIONS: AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. C CARPET MTL METAL 11. ALL SLAB DRILLING AND CUTTING SHALL BE DONE AFTER NORMAL BUSINESS HOURS OR AS DIRECTED IN WRITING BY CI CAST IRON N NORTH EXISTING DOOR REV. DATE DESCRIPTION THE OWNER CL CLOSET NIG NOT IN CONTRACT � FRAME TO BE 12. RELOCATION AND/OR INTERRUPTION OF ANY BUILDING UTILITIES INCLUDING, BUT NOT LIMITED TO STEAM, CONDENSATE CLG CEILING NO NUMBER REMOVED LINES, ELECTRICAL, PLUMBING, TELECOMMUNICATIONS, ETC., MUST BE COORDINATED WITH BUILDING MANAGEMENT AND CLR CLEAR (ANCE) NOM NOMINAL BE PERFORMED AFTER NORMAL BUSINESS HOURS, OR 45 DIRECTED BY THE OWNER ci. CONTROL JOINT NTS NOT TO SCALE 13. THE CONTRACTOR SHALL PROVIDE ALL SLAB OPENINGS TO COMPLETE THE GENERAL CONSTRUCTION, HVAC, PLUMBING, CMU CONCRETE MASONRY UNIT OA OVERALL PROPOSED DOOR 4 FRAME SPRINKLER, ELECTRICAL AND ANY OTHER WOW REQUIRED BY THE CONTRACT DOCUMENTS. 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL CNTR COUNTER OC ON CENTER REPORT ANY DISCREPANCIES AND/OR CONDITIONS WHICH WOULD INTERFERE WITH THE COMPLETION OF THE WORK TO COL COLUMN OH OVERHEAD O PARTITION TYPE THE ARCHITECT. COMMENCEMENT OF THE WORK SHALL SIGNIFY ACCEPTANCE OF ANY AND ALL JOBSITE CONDITIONS. CONC CONCRETE OPNG OPENING 15. THE CONTRACTOR SHALL SUBMIT CUTS AND SAMPLES OF FINISHES FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING, CONST CONSTRUCTION OFF OPPOSITE FABRICATION, OR COMMENCEMENT OF THE WORK CORR CORRIDORp PAINT O DOOR NUMBER 16. WHEN "APPROVED EQUAL;' "EQUAL TO", OR WHERE OTHER QUALIFYING TERMS ARE USED, SUBSTITUTIONS SHALL BE CR CHAIR RAIL PL PLASTIC LAMINATE BASED SOLELY UPON THE REVIEW AND APPROVAL OF THE ARCHITECT. THE BURDEN OF PROOF THAT A PRODUCT OR CT CERAMIC TILE SYSTEM MEETS OR EXCEEDS THAT WHICH WAS SPECIFIED LIES ENTIRELY ON THE CONTRACTOR DEMO DEMOLITION PTC PARTITION CLIENT INFORMATION: PVC POLYVINYL CHLORIDE WINDOW NUMBER IT. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO SUBMISSION TO THE ® DET DETAIL ELEVATION NUMBER ARCHITECT FOR HIS REVIEW, AND PRIOR TO THE COMMENCEMENT OF THE WORK SUBMITTAL SHALL BE IN THE FORM OF R RISER DEPT DEPARTMENT --°� " ONE (U REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP), THREE (3) 54W PRINTS OF EACH DRAWING. SUBMIT RAD RADIUS FIVE (5) COPIES OF ALL CUTS. DF DRINKING FOUNTAIN RD ROOF DRAIN DRAWING SHEET _ .1 PMor an �'fa5� Ie. ANNOTATIONS ON ANY PLAN, ELEVATION, SECTION, OR DETAIL ARE APPLICABLE TO ALL PLANS, ELEVATIONS, SECTIONS, DIA DIAMETER REF REFERENCE ElKEYNOTE AND DETAILS. PIAG DIAGONAL REFG REFRIGERATOR SECTION LETTER NEW BRANCH BANK ��..��_�_ ��' I'� t XXXXX ROOM NAME 19. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. DIM DIMENSION 20. ALL DIMEN51ONS ARE SHOWN TO FINISH SURFACES UNLESS OTHERWISE NOTED. DIV DIVISION RES REINFORCED 00 ROOM NUMBER DRAWING SHEET Il PRECEDENCE OVER SMALL SCALE DRAWINGS. DL DEAD LOAD RES RESILIENT i' f I II'I, 21. LARGE SCALE DRAWINGS (I.E. SECTIONS, DETAILS, ETC.) TAKE P Il ROOFING XXX WORKSTATION NUMBER 10300 MAIN ROAD SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS. ON DOWN DETAIL NUMBER J 22. ALL FIRE RATED AND SOUND ATTENUATING PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF THE STRUCTURE ABOVE, DP DAMPPROOFING RFM RECESSED FLOOR MAT , EXCEPT IF NOTED OTHERWISE. RM ROOM TOWN F S NY OLD 23. WHERE A NEW PARTITION ALIGNS WITH AN EXISTING INTERIOR COLUMN ENCLOSURE THE OUTER LAYER OF GYPSUM DR DOOR RO ROUGH OPENING ANGLE x DRAWING SHEET TOWN OF SOUTHOLD BOARD SHALL BY-PASS AND BE LAMINATED TO THE EXISTING FINISH. ACCESS PANELS, ELECTRICAL DEVICES, ETC., DWG DRAWING RT RUBBER TREAD LEVEL SHALL BE RESET AS REQUIRED. DWR DRAWER S SOUTH 0 DIAMETER -- - 24. ALL NEW PARTITIONS SHALL MATCH EXISTING ADJACENT PARTITIONS IN REGARD TO CONSTRUCTION, MATERIAL RATING, E EAST ELEVATIONAND FINISH, UNLESS OTHERW15E NOTED. SE STORM DRAIN ,j� 25. WHERE EXISTING WALLS, FLOORS, CEILINGS, ETC., ARE REMOVED, PATCH TO MATCH EXISTING FINISHES, TEXTURE, AND EA EACH SECT SECTION XXL POUNDS I� J R S ARCHITECT, -2 2 COLOR IN ADJACENT AREA. EJ. EXPANSION JOINT OF SQUARE FOOT X'-XAC' CEILING HEIGHT ABOVE181 26. WHERE MECHANICAL, ELECTRICAL OR PLUMBING DEVICES ARE REMOVED OR INSTALLED IN EXISTING PARTITIONS, THE ELEG ELECTRIC CAL) SIM SIMILAR • NUMBER '�"F'F" FINISHED FLOOR Tel.51�30Weestl4th St eet,3 Turnpike,Floor, Ne NY k, NY i2 0189 CONTRACTOR SHALL FRAME AND PATCH TO MATCH ALL EXISTING ADJACENT MATERIALS, FINISHES AND FIRE RATINGS. ELEV ELEVATION SPEC SPECIFICATION 30 West 24th Street,3rd Floor,New York, NY 10010 21. WHERE DUCTS, ELECTRICAL CONDUIT OR PLUMBING PIPING PASS THROUGH FLOORS, WALLS, OR CEILINGl CLOSE OFF EMERG EMEp_sENCY SPR SPRINKLER CENTER LINE START POINT Till 2129296693 Ill 2126456721 SPACE BETWEEN THE PIPE/DUCT AND THE CONSTRUCTION WITH NONCOMBUSTIBLE INSULATION AND PROVIDE SNUG FIT ENCL ENCLOSE (ENCLOSURE) 5P PLATE TeL 66969991x6 Fu:l60%989660 STARTING POINT 707 State Road,Princeton,NJ 085445 METAL ESCUTHEON GAPS ON BOTH SIDES AND CAULK EQ EQUAL 1E 0 25. ALL OUTLETS AND SWITCH PLATES ARE TO BE BUILDING STANDARD, UNLESS OTHERWISE NOTED. SQ SQUARE 29. THE CONTRACTOR SHALL PROVIDE WALL AND CEILING ACCESS PANELS AS REQUIRED BY THE MECHANICAL, EW EACH WAY g AT X COLUMN NUMBER EWC ELECTRIC WATER COOLER ST STONE ELECTRICAL AND PLUMBING WORK A5 DIRECTED BY THE ARCHITECT. STD STANDARD THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 30. THE CONTRACTOR SHALL REPAIR, CLEAN EC REPLACE AS REQUIRED ALL EXISTING ACCESS PANELS TO REMAIN WITHIN EXH EXHAUST STL STEEL SOUTHOLD, SUFFOLK COUNTY AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. THE CONTRACT LIMITS AS DIRECTED BY THE ARCHITECT. EXIST EXISTING STOR STORAGE GENERAL ZONING INORI"'f>aTION ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 31. ALL DRAWINGS AND NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED EXT EXTERIOR SLOP SUSPENDED REQUIRED B DISTRICT EXISTING PROPOSED ARE PROHIBITED. FOR BY ALL. FD FLOOR DRAIN 32. IN THE EVENT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, THE ARCHITECT OF RECORD FDN FOUNDATION T TREAD USE N/A N/A B - BANK DRAWINGTITLE: SHALL DECIDE WHICH DRAWING SHALL RULE CONSTRUCTION Al SCOPE OF WORK FE FIRE EXTINGUISHER TEL /E) TELEPHONE ZONE N/A B - GENERAL ROSINESS l R-40 R-cSIDENiIAL No CHANGE 33. SHOULD ANY OF THE PARTITIONS TO BE REMOVED BE FOUND TO BE LOAD BEARING, NOTIFY THE ARCHITECT THK THICK (NESS) CONSTRUCTION CLASSIFICATION N/A N/A IIB TITLE SHEET AND IMMEDIATELY OF THE CONDITIONS PRIOR TO PERFORMING ANY WORK PF FINISHED FLOOR TO TOP OF 34. THESE DOCUMENTS DO NOT AUTHORIZE THE REMOVAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. THE FIN FINISH (ED) TS TRANSITION STRIP GENERAL NOTES LOT AREA 30,000 OF. H- 51,350 6F. ZONE B (112�4T SF. TOTAL) NO CHANGE DETERMINATION OF THE PRESENCE, AND/OR REMOVAL OF THESE MATERIALS 16 THE RESPONSIBILITY OF OTHERS. FIXT FIXTURE U.S. UNDERSIDE LOT/STREET FRONTAGE 150.01 IS-1.061 NO CHANGE 35. PROVIDE A MINIMUM OF FOUR (4), 25 LB FIRE EXTINGUISHERS APPROVED FOR 'A', 'B' AND 'G' TYPE FIRES, TO BE FLF FLOOR FINISH VCT VINYL COMPOSITION TILE DRAWN BY: ER DATE: 12/17/07 LOCATED AT THE ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE 70 REMAIN IN WORKING ORDER ON THE FLR FLOOR (ING) BUILDING HEIGHT 35'-0" / 2 STORIES N- 21'-0" / I STORY 25'-IO" / I STORY FLOORS WHEN CONTRACT WOW IS IN PROGRESS. VDT VIDEO DISPLAY TERMINAL CHECKED BY: KG SCALE. AS NOTED 36. GENERAL CONTRACTOR TO OBTAIN A DEMOLITION PERMIT OR CONSTRUCTION PERMIT PRIOR TO THE COMMENCEMENT FP FIREPROOF FRONT AREA N/A N/A 10,31 5F. FPSC FIREPROOF SELF-CLOSING VIF VERIFY IN FIELD OF WORK A COPY OF SUCH DOCUMENTS SHALL BE FURNISHED TO THE BUILDING MANAGER, OWNER TENANT AND THE FT FEET WC WALL COVERING FRONT YARD 15'-0" MIN. 100'-0" MIN. 109'-'1" ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK FTG FOOTING W WEST FILE NAME: 07200-TS-(.DWG W/ WITH k°.Sll,:;%, GA GAGE, GAUGE WB WALL BASE SIDE YARD 25'-0" ONE SIDE N/A 63'-9 1/2" 4 39'-4" <2'Lo'�a,i G.B. GYPSUM BOARD 50'-0" ESOiH SIDES ' GC GENERAL CONTRACT (OR) WCL WATER CLOSET x �/_ .7 JR5 NUMBER: GFI GROUND FAULT INTERRUPT WD WOOD REAR YARD 35'-0" MIN. N/A 350'-2 I/2 _ E-; ti 07200 GL GLASS, GLAZING WM WIREMESH GR GROUT W/O WITHOUT PARKING 4,200 Sl OF.- 42 SPACES 4,200 SFJI00 Sl 42 SPACES 43 SPACES "�'�.- '•) SHEET NUMBER: WP WATERPROOFING ONGL. 2 H.C.) 7 GYP GYPSUM °� / T S ■ HC HOLLOW CORE WWM WELDED WIRE MESH +, �%AiE 0 0�7� >' KEY PLAN: j i^ SEE SCHEDULE . . EIRE HYDRANT–j / r .. . - ��' _ R-94.96 OTE LN CONTRACTOR SHALL VERIFY R 0 501L BEARING CAPACITY j PRIOR TO INSTALLATION. `A J UTILITY POLE gym• 1/2" DIA. CONDUIT FOUNDATION DESIGN 15 f`OypG o �� -� . rr �j •Q. STUB-UP SOIL BEARING CAPACITY ,0BASED ON A 200 PSF N R� r O - !PROVIDE '2' EA. q ILy „ i SIDE WHERE GROUT 4 / ASPHALT PAVEMENT� NECESSARY)P SECTION 143 BLOCK 3 LOT' 332 j I 0 ce = / �9 I1� – � F=95,I17 CONCR 7 B IK4� CONSULTANTS: ® a„ ETE N CURB d(73� 11"_ + II— Ihfl— ISI =iiR_ r NIL PRO805Fj00 NBN l PLOLE �5 BY OTHERS m 3/4"PDIA. X TONLY GAL V. ANCHORBOLTS TYPICAL POLE FOUNDATION I 4000 PSI CONCRETE G WM ® , (5) 02 TIES +B 12" O.C. G�RASS R=97.01 ON " 4 VERTICAL I II \ ONE AT EACH CORNER Alas• -A" SQUARE OR P I'-6" DIAMETER G.. VP e II 9s. y, II I w I Zc� GRASS I I Q II - , _ WHALT_CURg NSP Z _ � .: , W CB ® I I SYMBOL LIST ITEM DESCRIPTION ,J R=99,38 7 cy- Q II -- -- -- SINGLE LIGHT ON 15' POLE ON 2' CONCRETE BASE INVUE, COOPER LIGHTING VXS-I15-MH-3F-5TELA COMMENTS: I I. III ill I , DAK SICOMPLIANT POLE: ASx5 T1SI DATE DESCRIPTION Metal Halide 07-24-08 ISSUED FOR REVIEW iPARKING all i l -1 _0 \ INVUE, COOPER LIGHTING 10-08-08 FILED FOR SUBDIVISION Neil I I 1 DOUBLE LIGHT ON 15' POLE ON 2' CONCRETE BASE Ili I VX5-175-MH-3F-STELA I I DARK SKY COMPLIANT POLE: AI 7/1/09 1 VIEW AS PER5/115/9COMMENTS Metal Halide l m li I SII 2' WELL CAP 24'-0" PROPOSED BANK I _7 , �--_ 4,200 S.F. / I I 1 BUSINESS REVISIONS: F.F. EL. 98.20 I 2 SITE LICzHTINC� Di=TAILS REV. DATE DESCRIPTION I / I II SCALE: NTS RuN3his I BUSINESS I ae1u / 1 I t � I CLIENT INFORMATION: � -► ' 'pjPMorganChase 1 (IIII I I ,EL Do' NEW BRANCH BANK 10300 MAIN ROAD I s l.o of MATTITUCK,NY 11952 I -- II TOWN OF SOUTHOLD PARKING _7- a I� JRS ARCHITECT, P. C. — — / I 181 East Jericho Turnpike,Mineola,NY 11501.2032 — / Te1:61&2941868 Fu:616Q941fi69 I I30 West 24th Street, Fea:3rd Floor,New York,NY 10010 III / A Tel:2126299993 2126468721 I 707 State Road, Princeton,NJ 085404434 Tel:60%869169 F.,60MSM060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. IS i DRAWING TITLE: ARCHITECTURAL SITE PLAN DRAWN BY: KRG DATE: 12/17/07 CHECKED BY: ER SCALE: AS NOTED L,lI ,, ;' vv F;� — I FILE NAME: ARCHITECTURAL SITE PLAN 07200-AS-I DWG w� SCALE: I"=20'-0" �H`\=` JRSNUMBER: L -- " 07200 WOODED I � SHEET NUMBER: �F AS - 1 p G E3.1 T A KEY PLAN: T5'-2 In" 9'-10 In„ 2� 2 10'_4„ 51n" I6'-0" M.O. I 16,_0„ M.O. I I 26'-4" FOUR EQUAL LITES 1,0" FOUR EQUAL LITES 3 5 Op 4 7 3ID 3m / \ SECTION: 143 BLOCK: 3 LOT: 33.2 O O — — _ s 5 CONFERENCE CONSULTANTS: 2 ID /FILE ® I I I OM 9 O rvall Ip MEN U IOMEN - _ Imo] -10" 413/4" „ „ z O O s B 3,_01, _ _ " 8, 51, 11,_T�, 5„ LU 114A AD E 115- 16 4 61 118A =3 O r\14 . IIT- � 15 PSiRIID 1I4Ne 4.0 — m IDS--II ' -II 1/2" CORRIDOR TY g 2 4 4ID � B® R m = a 29 COMMENTS: 9'-1 Ina vz" DATE DESCRIPTION3 -10 3/4" 07-24-08 ISSUED FOR R Aai EVIEW4I ' 10 01/81, — 10-08-08 FILED FOR SUBDIVISION ns -STBU 7/1/09 ISSUED FOR SITE PLAN REVIEWLE .1 —I I Y ISA 2 3/ P' 3'-0" I'-0 � AS PER 5/15/09 COMMENTS � C IUD 6 3/4" 6 40'-1" 22 2m 8 Q II 10A m 8 9 112A B m HOLD 5m 1128 m 40 LOBBY � I 5D I� 9 � 20 REVISIONS : I REV. DATE DESCRIPTION 'TRASH/JAH v 01B Is 09 '-31/4" _ 3/4n 6'-0 3/4" Ema 3/4 I N N 3m I I 2 J m 3.0 T I ID I \ J d' " " b -0" COMFORT 4 F IL 3 Q so 0 ELECTRICAL DATA so I ZONE -1114 4 ,.Q T"� 10 \ 0 4m S rc1 CLIENT INFORMATION: m I I m m j v ' _'JPMorgranChase 3ID .- TYP. — — — J - — NEW BRANCH BANK 1'-2 5 " 4m 10300 MAIN ROAD 3ID 40'-10 3/4" — — 3•� MATTITUCK, NY 11952 ~ I 2 5/8" 4'-4" 5 15'-I 3/4" 2.101, 5' -3 I/4" TOWN OF SOUTHOLD L� I 5 I III w - -- - O I I I ",1 p O �I I ARCM t TELLER 140 r. �E'2"m/% ® = Lw e tp� _ I� J R S A R (�Ff T E CT; P.-C.— 5m 5 I III I 3m p 181 East Jericho Turnpike, Mineola,NY 11501-2032 CJ gID r 6 q W 'Q 0 Tel:51&2941866 Fex:5161941669 I 0 I 3m 0 0 30 West 24th Street,3rd Floor,New York,NY 10010 IJ I I D ELLER \ / Y ELLER I p el.x1292 7076State Road,Princeton,NJ 08540-1434 �T21 I 2 _ Tel:6898969108 Fax:6896669868 U 2 Q I THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. U — _ j — ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 0 ARE PROHIBITED. _ 1 3ID 3m FOUR EQUAL ITES FOUR EQUAL-ITES 5 2'_ I DRAWING TITLE: d CURB 5 28' 81 I zID m l #„ FIRST FLOOR AND ATM mm" 3y6° 9'-m' I sID PLATFORM CONSTRUCTION 151.811 PLAN 21'-41/1" 5'-9" Il'-91/2" IB'-l" 10'-4" DRAWN BY: ER DATE: 12/17/07 65,_41, I 10,-4„ CHECKED BY: KG SCALE: AS NOTED FILE NAME: nq�FY(C q2�y 723--1.01-FP.DWG JRS NUMBER: E p G E3 S Ei5 E3 A ? 07200 FIRST FLOOR ►� I 1 CONSTRUCTION PLT` Z q/�oiaee SHEETNUMBER: R toFltva A1.01 6CALEx V4'•I'-®• KEY PLAN: � TlTOWER ELEV, 125'-B 3/4" '4 Iz 12 E3 8.4 E3.1 ( p 1 QE =BD Qto Y I EI E3 E13 3D B/ROOF SOFFIT E41 119'-2" LINE OF ROOF PREFINISHED METAL E44 EI7 E23 E22 E36 E23 Y TO BE E43 SURFACE BEYOND EII INSTCANOALLED ED BY CANOPY IGN E35 CJ CJ T/PARAPET I MANUFACTURER GC TO SECTION: 143 BLOCK: 3 LOT: 33.2 --.- .- - 111 -0 NTT NTT WIT14 ARCHITECT 3 E5 E31 CONSULTANTS: T/CANOPY ELEV. I WN W OMULLION t n + '' • )11, Date-Up ATM 5/CANOPY ELEV. 110,_ E35 /i / / ./ . ; � / �� E2 E11 E18 EPI I EI6 li I EB E32 E9 NOTE: MAINTAIN 5' 0" h T/O CAST STONE I DIMENSION FROM FINISH 103'-4" I GRADE ELEV. TO T/SLAB ELEV. /� / '' E21 CANOPY FOOOr TINGS- SEE 100,_0„ CIVIL SHEETS " . :; .. / E10 E25 E21 E4 EI2 E36 EI6 EI2 E21 E33 LCOMMENTS: U � - - - - - - - - - - - - - - - - - - - - - - - - - - L �T� DATE DESCRIPTION I I Elm I I 1 I 07-24-08 ISSUED FOR REVIEW <E r I O T E e E RE�ERS TO KEYNOTE 7/1/0908 FILED FOR SUBDIVISION Iy I 7/1/09 ISSUED FOR SITE PLAN REVIEW (0=11ZEF�MH� VATION (WEST) EI. ASPHALT ROOF SHINGLES, CERTAINEED INDEPENDNCE SHANGLE AS PER 5/15/09 COMMENTS WEATHERWOOD.E2. RED SUNSET BRICK, 150 BLEND-MORTAR COLOR TO BE NATURAL NO COLOR ADDED. E3. PREFINISHED METAL GUTTERS, 6" W. x 4 3/4" DEEP, DOWNSPOUTS, 4" W. x 2 1/4" DEEP, GUTTER DS, M FASCIA COLOR TO BE INTELLECTUAL GREY "SW 1045" E4. SAVANNAH STONE TRIM TEXTURE: SMOOTH REVISIONS: COLOR: "LIMESTONE" 4 T 33 23 I E5. FLASHING TO CONNECT CANOPY TO BUILDING. SEE 3/A303 REV. DATE DESCRIPTION E6. HOLLOW METAL DOOR 4 FRAME. SEE FINISH PLAN FOR PAINT COLOR E-I 4" TALL WITH 1/2" THICK STROKE VINYL ADDRESS NUMBER (WHITE). 3m EB. BANK EQUIPMENT BY OWNER G.C. TO PROVIDE OPENINGS AND T/TOWER ELEV. ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH FINAL APPROVED BANK EQUIPMENT SHOP DRAWINGS. 1 1250 3/4" EI4 E9. BOLLARD BY G.G. SEE DETAILS SHT. A3.01 EIO. CONCRETE CURB 4 ISLANDS. 1 4� 2 4 1 EI5 I Ell. EEFB WITH ARTH (INTEGRAL COPATTECOLR).COLOR TO MATCH SW 6053 REDDENED E12. ALUMINUM 4 GLASS WINDOW. E13. EIPS, PAINT COLOR '6111 _1045" - INTELLECTUAL Y. SNOW GUARDS EI I E15. ALUMINUM 14. SIGN BY SIGN PROVIDER ASS CUR A NK WALL AL POWER INSIDE OF TOWER). CONNECTION L. CLIENT E3BY INFORMATION: h B/ROOF SOFFIT I - 3o I E16. BRICK REVEAL - RED SUNSET BRICK, 150 BLEND. _ 4 119'-2" ER R PROVIDE DEFLECTION OWER READ T/PARAPET ELEV. TRACK AT WINDOW HEAD j� / E22 E38ElePMo Chase / /� E35 E34 EI9. LIGHT F�TURE, P SEE Fa.IGT SHEETS. r rgan 4 111,-0., i Ell E20 ,,. E38 E21. . 24 L. x 8" H. x 4THICK -•+,mn----,-, ,..,_,, , . FOOTINGS CONCRETE - TR LRT NO COLOR A DED. NEW BRANCH BANK Iry`I it -- •,I ., SAVANNAH TONE, SIZE I/ TEXT CKFACE COLOR: "LIMESTONE" ' COLOR TO BE NATURAL D / E22. 3/4 'V GROOVE. 10300 MAIN ROAD E23. CONTROL JOINT-PROVIDE VERTICAL JOINT IN EIFS CONTINUOUS VERTICAL CONTROL JOINT. MATTITUCK, NY 11952 Ili• 4 E24. FLUSH KNOX BOX-VERIFY LOCATION. TOWN OF SOUTHOLD I ' + E25. LIGHT BOLLARD. SEE ELEC. SHEETS. L___ _ TNIINDOW MULLION v;i, ' � � � + �� . �' E26. OVERFLOW. SEE CANOPY DETAILS. E2'1. 1 1/2" DIA. GALVANIZED 10306 MAINR AD /" ,. . . • / /i EI6 E29. REOI�EF SCUPPER IN. 8" TO DE (PAINTED), CORE DRILL 4 EPDXY GROUT HPI�T^E•C.T- JRS A R Cr, MATCH ADJACENT WALLS 181 East Jericho Turnpike,Mineola, NY 11501-2032 �-% E30.UPPER FASCIA PANEL NATURAL BRUSHED ALUM. FINISH (SUBMIT P Te1:516R941666 Fe+:b162941669 SAMPLES FOR APPROVAL). 30 West 24th Street,3rd Floor New York NY 10010 5 BRICK COURSES E31. LOWER FASCIA PANEL REYNOBOND KONIG BLUE FINISH (SUBMIT Tee mz-9z9aafia ' Fe.':z1z5�bsTu SAMPLES FOR APPROVAL). BETWEEN BRICK REVEALS, E32. STEEL TUBE COLUMN TO BE PAINTED BY GENERAL CONTRACTOR T.I. 707 State Road,Princeton,N108540d43%�� TYP. COLOR TO MATCH SW-1045 INTELLECTUAL. GRAY, T/O CAST STONE E33. PROVIDE WEATHER TIGHT SHEET ALUM BOX OVER CONDUIT STUB My Eg AS DRAWINGS ARE THE PRO ERTY OF NRS ARCHITECT,PA� OPENING IN ISLAND. THESE E21 4. OMEGA-LITE ALUMINUM PANELS "REGAL BLUE". ROUT AND RETURN . \'; /" to , INSTALLA710N SYSTEM. CONTACT 649 CORPORATION OF ILLINOIS, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS T/SLAB ELEV. /' PHONE* 630-521-0910. ARE PROHIBITED. 100'-0" y ,'-:�,• 1 m 1 E35. OMEGA-LITE ALUMINUM PANELS "BRIGHT SILVER". ROUT AND RETURN INSTALLATION SYSTEM. CONTACT 545 CORPORATION OF ILLINOIS, PHONE* 630-521-0910. DRAWING TITLE: - - E36.CONCREE FOUNDATION. SEE STRUCTURAL SHEETS. EXTERIOR ELEVATIONS 4 EI2 E21 E EI6 E2 EI5 E25 E46 El E28 E25 E@ E21 E4 E31. METAL GRILL, PRE-FINISHED TO MATCH ADJACENT WALL. E38. MTL DRIP EDGE PRE-FINISHED TO MATCH ADJACENT EIFS, E40.ONT ACCENT BAND COLOR TO MATCH SW*1036 ACCESSIBLE BEIGE 1 ALUMINUM L COLOR). DRAWN BY: DATE: 12/17/07 - - - - - - - - - - - - - -` - - - - - - - E41. ALUMINUM CLOSURE TO MATCH CURTAIN WALL BY CURTAIN WALL E20 INSTALLER (SEE DETAIL 2/A4.01). CHECKED BY: SCALE: AS NOTED E42. REVEAL TO STOP 4" FROM TELLER WINDOW AND BANK EQUIPMENT OPENINGS (SEE DETAIL 4/A2DU. E43. LINE OF X-BRACING BEYOND. SEE STRUCTURAL DW35 FOR FILE NAME: ADDITIONAL INFORMATION. ,"=""��Ij'O=i"'^•- E44. PROVIDE R" THICK EXPOSURE I PLYWOOD SHEATHING IN LIEU OF F ONT ELEVATION (NORTH) DENSGLASS FOR SIGN MOUNTING. c � JRS NUMBER: SCALE. V4'•I'-®' E45. ROOF OVERFLOW DENIM DOWON SIGNTS, SEE PLUMBING DRAWINGS. I /� 1,t,l 'Irtt e\ � ^ 07200 E46.PROVIDE TRI155 IDENTIFICATION SIGNAGE. (SEE DETAIL 9/A3.02) P., p SHEET NUMBER: ; Fi „ A2.01 KEY PLAN: E41 T/TOWER ELEV12 . T QPREFINISHED METAL I CANOPY TO BE EI3 INSTALLED BY CANOPY ROOF LINE MECHANICAL 3 B/ROOF SOFFIT BEYOND EQUIPMENT - 1 MANUFACTURER GG TO 3m COORDINATE DESIGN BEYOND EII E23 E3B 4 E22 E44 EI1 DS SECTION: 143 BLOCK: 3 LOT: 33.2 INTENT WITH ARCHITECT /P F, V. CONSULTANTS: h T/CANOPY ELEV. E31 .. ;''. • ` ' -� "'� EI5 � J E34 B/CANOPY ELEV. I xl•},,, / ', i ' i„ i i.. : ,,.,'; ,e:`. t .,. : �'. °'s '.P !,i . :: .i • ., t ;'i i ' t _ :{t n ' ' c ° :� . E4 T/WINDOW MULLION r t i 110'-B�' \\ .. \ \\ . •\ \\ \ • ..\\ . \ 110'_8" E35 E2 I ES E31 NOTE: MAINTAIN 5'-0" T/ CAST STONE DIMENSION FROM FINISH E9 E21 , q E2 103'-4" GRADE ELEV. TO BOTTOM OF DRIVE-UPELEV. CANOPY FOOTINGS- SEE EI0 ., ,ti CIVIL SHEETS r I IE4 E16 E36 E43 I I EI2 E23 I E21 EI2 I E45 E25 COMMENTS: - - - - - - - - - f - - - - - - - - - - - - - - - - - - - - - I� L � � - - - - � - - - - - � - - - - - - DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW Elm _ I ®t = El REFERS To YNOTE 10-08-08 FILED FOR SUBDIVISION SIDE EL VATION (EAST) EL ASPHALT ROOF SHIINGLES, CERTAINTEED INDIFFENDENC E SPANGLE 7/1/09 ISSUED FOR SITE PLAN REVIEW OCALS. V4".I'-m" WEATHERWOOD. AS PER 5/15/09 COMMENTS E2. RED SUNSET BRICK, 150 BLEND-MORTAR COLOR TO BE NATURAL NO COLOR ADDED. E3. PREFINISWED METAL GUTTERS, 6" W. x 4 3/4" DEEP, DOWNSPOUTS, 4" W. x 2 1/4" DEEP, GUTTER, DS, 4 FASCIA COLOR TO BE INTELLECTUAL GREY "SW 1045". E4. SAVANNAH STONE TRIM( TEXTURE: SMOOTI-i I 2 2 2 COLOR: "LIMESTONE" REVISIONS: m 3m E5. FLASHING TO CONNECT CANOPY TO BUILDING, SEE 3/A3.03 REV. DATE DESCRIPTION E6, HOLLOW METAL DOOR 4 FRAME. SEE FINISH PLAN FOR PAINT COLOR T/TOWER ELEV. E1. 4" TALL WITH 1/2" THICK STROKE VINYL ADDRESS NUMBER (WHITE). 125 -8 3/4" EI3 E8, BANK EQUIPMENT BY OWNER G.C. TO PROVIDE OPENINGS AND LINE OF ROOF MECHANICAL ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH FINAL APPROVED UNIT BEYOND I IBANK EQUIPMENT SHOP DRAWINGS. 12 12 I I I 4 2 I E9. BOLLARD BY G.C. SEE DETAILS SHT. A3.01 TIO. CONCRETE CURB 4 ISLANDS. EI EI Ell. EIFS WITH SCORE PATTERN COLOR TO MATCH SW 6053 REDDENED EARTH (INTEGRAL COLOR), E3 E12. ALUMINUM 4 GLASS WINDOW. EIB. EIFS, PAINT COLOR "SW 1045" - INTELLECTUAL GRAY. h B/ROOF SOFFIT E14. SIGN BY SIGN PROVIDER ELECTRICAL POWER 4 FINAL CONNECTION 119'-2" I I BY G.C(INSTALLED ON BACK WALL INSIDE OF TOWER). E44 E3a E29 pg ''.; E23 �'.`'E29 EI5. ALUMINUM 4 GLASS CURTAINWALL. CLIENT INFORMATION: p5. E16. BRICK REVEAL - RED SUNSET BRICK, 150 BLEND. T/PARAPET ELEV. E1. SIGN- ELEC. POWER REQ'D. i -0" „ - EIB. SIGN- NO ELEC. POWER REQ'D. M I'- - .._, EI9. LIGHT FIXTURE. ' �J E21. ASIZE: 24 L. x 8 H. x 4 THICK _ 114 0 R: "LIME NE" NEW BRANCH BANK -� - rt � E20. CONG FOOTIN SEE STRUCT. SHEETS. 1 - � - - - - - - - � G= o � COLOR I' • r� 3 RAV.. NO L R ADDED ,. r T/CANOPY ELEV. TEXTURE; OCKFA I Ar %A111111111111 � � � �,, COLO STO C COLOR TO BE NATURAL E22. /4 V GROOVE. -� , � : i,. � ;, , ; ., .. , .," .t . � � : ;r E23. CONTROL JOINT-PROVIDE VERTICAL JOINT IN EIFS ONTINUOUS 70300 MAIN ROAD I�r 4 110'-8" E24. FLUSH KNOX BOX-VERIIFY LOCATION. TOWN OF SOUTHOLD `--- I E25. LIGHT BOLLARD. SEE ELEC. 5HEETS. E26. OVERFLOW. SEE CANOPY DETAILS. ._ _ E21. 1 1/2" DIA. GALVANIZED RAIL (PAINTED), CORE DRILL 4 EPDXY GROUT INTO CONCRETE MIN. 8" DEPTH. E28. CARD READER. E29. RELIEF SCUPPER (PAINT TO MATCH ADJACENT WALU. JRS ARCH E8 E30.UF'PERFASCIA PANEL rtdATURAL BRUSHED ALUM. FINISH (SUBMIT 181 East JerichoTurnplke,Mlneola, NY11501.2032 / / SAMPLES FOR APF'ROWAU, ree file-z941fififi Far:fi1GP941889 E31. LOWER FASCIA PANEL IREYNOBOND KONIG BLUE FINISH (SUBMIT 30 West 24th Street,3fd FIOOr, NOW YOfk,NY 10010 SAMPLES FOR APPROWAL). Tee zizez9aaaa Fex ziaeeswzi EZ _ TOP CAST STONES E32. STEEL TUBE COLUMN TO BE PAINTED BY GENERAL CONTRACTOR 707 StatO Road,Princeton,N108540-1434 EBB. PROVIDE WEATHER TIGHT SHEET ALUM BOX OVER CONDUIT STUB �� Te1:6096l69100 Fu:fi0969fi99fi0 T/SLAB ELEV. �' ` : OPENING IN ISLAND. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 100'-0" / E34. OMEGA-LITE ALUMINUM PANELS "REGAL BLUE". ROUT AND RETURN AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. " , ' :' ` , C . • ` INSTALLATION SYSTEM. CONTACT 645 CORPORATION OF ILLINOIS, ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS PHONE" 630-521-0910. ARE PROHIBITED. E35. OMEGA-LITE ALUMINUM PANELS "BRIGHT SILVER". ROUT AND RETURN INSTALLATION SYSTEM. CONTACT 846 CORPORATION OF ILLINOIS, E4 E36 E43 EI9 E24 E6 E46 E31 EI2 E4 EI6 E43 EB E42 E9 E33 E9 Ea EI0 PHONE* 630-521-0510. DRAWING TITLE: E36.CONCRETE FOUNDATION. SEE STRUCTURAL SHEETS. EXTERIOR ELEVATIONS EB . METAL GRILL, PRE-FINISHED MATCH ADJACENT WALL, EBB. DRIP EDGE PRE-PTO MATCH ADJACENT EIFS. E21 - - - E40.EIFS TBAND COLORCOLOR TO D COLOR TO MATCH 5111010361036 ACCESSIBLE BEIGE E20 NTERGRAL E41. ALUMINUM TO MATCH CURTAIN N WALL E42. REVELLER(STOP FROM TELLER WINDOWLANDYBANK EIQUIPMENT DRAWN BY: DATE: 12(17(07 AR ELEVATION (SOUTH) CHECKED BY: SCALE: AS NOTED OPENINGS (SEE DETAIL 4/A2PJU. 2 SCALE. 1/48•I'-0" E43. LINE OF X-BRACING BEYOND, SEE STRUCTURAL DWGS FOR FILE NAME: ADDITIONAL INFORMATION. E44. PROVIDE I" THICK EXPOSURE I PLYWOOD SHEATHING IN LIEU OF `aF'�- '1/'r�''�. DENSGLASS FOR SIGN MOUNTING. E45, ROOF OVERFLOW CRAIN,NTIFI ATION SIGNAGE. SEE PLUMBING DRAWINGS. �1�' ,,, s • JRS NUMBER: E46.PROVIDE TRUSS IDENTIFICATION SIGNAGE. (SEE DETAIL 9/A3PJ2) I ' �-1 07200 `` .r.: SHEET NUMBER: A2 . 02 KEY PLAN; T / /w� �L m FIRE HYDRANT REINF. RUBBER HOSE —4" DEEP SHREDDED BARK T WI MULCH W R-956 _ \\ / 12 GA. WIRE - TWISTED AND 1 V LEFT LOOSE UP/L5; —6" SAUCER Rj 2 _� REMOVE TOP 1/3 OF BURLAP -- / S • `'" �'`'- - AND ALL WIRE AND NON- EXISIT itbVA i� _ 2 CEDAR STAKES - DRIVE AT <",f," \v • F ANGLE AND DRAW VERTICAL U >'> - :r«r =E BIODEGRADABLE MATERIALS un POLE �� , a,r G, IE =;~ i D 2-ZS TREE WRAP ONLY WHERE 15-C T- _ - REQUIRED BY LAND. ARCH. ID p'h.,,,.+=,r r~:;;;,�• TOPSOIL BACKFILL - MIN. OF - 12-CM ` 1J 50% OF SOIL TAKEN FROM HOLE a:.?; 6 X28-JB o 4" DEEP SHREDDED BARK W W W lll ll 1 - II p W1Wlllllllll-lll-IILL =11 R-95 97 � � MULCH ASPHALT PAVEMENT--\\. COMPACTED SOIL PEDESTAL SECTION: 143 BLOCK: 3 LOT: 33.2 ® / SOD oa �, 2 TIMES BALL DIA. o� CROWN OF BALL TO BE SAME S. / 12-TH—� o� LEVEL AS IN NURSERY 32-C SHRUB PLANTING DETAIL CONSULTANTS: BDS gZOP - - " G WEEDS ,r / ''� 12-C BUSME55 'i•i ,r / ' . 6" SAUCER G -/ ^•'�'� SOD —12-CM �"' .'; 1"1 o REMOVE TOP 1/3 OF BURLAP WM ® ,- L i,+, a, 1) DIIFT AND ALL WIRE AND NON- WILLIAM (BUDDY) JOHNSON / BIODEGRADABLE MATERIAL LANDSCAPE ARCHITECT GRAS R-97 01 r' ^;- i / ^'.1 + 11111 r ry m-I C<:&. ,!;, ;r:;,=u_ 555 MEADOW CT. UNIT 11 „-.,,, TOPSOIL BACKFILL, MIN. OF �� ;5,, .K ,-�•,.,-. '." SOUTHOLD, NEW YORK 11971 .a , 50% OF SOIL TAKEN FROM 30-JB ll-" _ _ _ �- PHONE: 631-765-1793 27-TH 8-HH - -➢i -II-III- -II-III i- -I -TLE1 HOLE REINF. RUBBER HOSE FAX_- 631-765-t839 wow -r- - -I- I- -I -T- I- -I-u COMPACTED SOIL PEDESTAL 12 GA. WIRE TWISTED AND LEFT 2-TC '•°' 2 TIMES BALL DIA. LOOSE I 2 CEDAR STAKES - DRIVE AT 11 -HH R 3-MR20-JB '• ^" ANGLE AND DRAW VERTICAL 29-TH I PLANTING DETAIL SAVIK8cMURRAY, LLP ESPHaLT cuRe" 33-TH ; + .I 4-HH 34-IG 8-HH 4" DEEP SHREDDED BARK CONSULTING ENGINEERS _ GB ® - MULCH 21508 THTOWN AVENUE,SUITE 5,RONKONKOMA.NEWYORNflP9 R=99,38 -6' �� v=. V11A5Yan5 -WWWSAV�KANOWURRAY cam- rvr ES1 a5TA5aU " CROWN OF ROOT BALLTO BE SOD SAME LEVEL AS IN NURSERY " I 2-AC I 6" SAUCER SOD mill o / REMOVE TOP 1/3 OF BURLAP 8-HH AND ALL WIRE AND NON- _ BIODEGRADABLE MATERIAL PARKING <I' II-R III COMMENTS: TI— N ' 2-VR 'I T ,,,�- - - TOPSOIL BACKFILL - MINIMUM OF DATE DESCRIPTION iv 50% OF SOIL TAKEN FROM HOLE III-I E-I -IHUFUF Pl- fi 07-24-08 ISSUED FOR REVIEW 3-HH 16-EG h III =T=��T�RT1=TL-HEIII T=1Tz =lil= COMPACTED SOIL PEDESTAL 5-VR 1-TC 1 -AC T=T-11-T=11= =1 = = 10-08-08 FILED FOR SUBDIVISION 20-IC 7-IG 2 TIMES BALL DIA. 7/1/09 ISSUED FOR SITE PLAN REVIEW 18-HH I 'I AS PER 5/15/09 COMMENTS WELL AP- 6-, B EVERGREEN TREE PLANTING DETAIL PROPOSED BANK 4,200 S.F. I ' F.F. EL. 98.20 PLANTING NOTES 1 -TC 3--AC REVISIONS 4-TC I 1. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. REV. DATE DESCRIPTION 8-HH BUSINESS BUSINESS11114-HH SAI 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, i CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED CHANGES. 6- B � 3. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 i CA $ 59-TN FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. 20-JB �� 27-MP 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4" DEEP FRESH MILLED to Q—H SHREDDED BARK MULCH. 1-TCi 2-TC 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER CLIENT INFORMATION: PLANTING. 7. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLANSHALL GOVERN. �FJpMorgan "hose F 8 REQUIRED MATEALL PLANT RIALS TO MAINTAIN N AARE TO BE AINEAT AND NTAINED IHEALTHYTH LIZER D APPEARANCE. NEW BRANCH BANK l w - - 1 -TC -- 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. PARKING 20-JB 1500-EC 1 -TG 10300 MAIN ROAD 1 � 8-HH 3-AC DRIP IRRIGATION IS TO BE INSTALLED WHERE POSSIBLE. ALL IRRIGATION COMPONENTS AND - INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE & FEDERAL CODES MATTITUCK,NY 11952 �I — - - - TOWN OF SOUTHOLD r� t � * T 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE „ - —""-" -- 11. ALL NEW SEED AREAS ARE TO RECEIVE 4" MIN. OF TOPSOIL. I 12. ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY JRS ARCHITECT, P. C. GRASS SEED PER 1000 SQ.FT. 181 East Jericho Turnpike, Mineola,NY 11501-2032 Tel:516-2941588 F.638-2943669 SGD I PLANT LIST 30 West 24th Street,3rd Floor,New York,NY 10010 Te1:212A298083 Fex;2]2Ee6fi]21 QUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS Tel:80988 707 State Road, Princeton,NJ 08540 F.,60 8 07 Fu: %68AOfi0 I 13 TC TILIA CORDATA LITTLE LEAF LINDEN 3-31/2" CAL. FULL HEAD, WELL BRNACHED 4 ZS ZELKOVA SERRATA JAPANESE ZELKOVA 3-31(2 CAL. FULL HEAD, WELL BRANCHED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 8 AC AMELANCHIER CANADENSIS SERVICEBERRY 9-10 HT. FULL, WELL BRANCHED AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. 3 MR MALUS RED JEWEL RED JEWEL CRABAPPLE 21/-3" CAL. FULL HEAD, WELL BRANCHED ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I 51 CM COREOPSIS MOON BEAM MOON BEAM TICKSEED 2—GAL. CONT. FULL AND DENSE ARE PROHIBITED. 1500 EC EUONYMUS FORTUNEI COLORATUS WINTER CREEPER 21/4" POTS 21/2 PER SQUARE FT. 16 EG EUONYMUS EMERALD GAIETY EMERALD GAIETY EUONYMUS 18-24" SPD. FULL AND DENSE 118 HH HEMEROCALLIS HAPPY RETURNS HAPPY RETURNS DAYLILY 1 GAL. POTS FULL AND DENSE DRAWING TITLE: 6 IB ILEX BLUE GIRL BLUE GIRL HOLLY 5-6' HT. FULL AND DENSE TO GROUND LANDSCAPE PLAN - — — 20 IC ILEX CRENATA CONVEXA CONVEX LEAF JAP. HOLLY 24-30" SPD. FULL AND DENSE 41 IG ILEX GLABRA INKBERRY 24-30" HT. FULL AND DENSE \ I 150 JB JUNIPERUS CONFERTA BLUE PACIFIC BLUE PACIFIC JUNIPER 18-24" SPD. FULL AND DENSE _ 27 MP MYRICA PENSYLVANICA BAYBERRY 24-30" HT. FULL, WELL BRANCHED DRAWN BY: NWDATE: 12117/07 --- --- — I 89 TH TAXUS MEDIA HATFIELD HATFIELD YEW 21/2-3' HT. FULL AND DENSE LAN OS D 59 TN THUJA NIGRA DARK AMERICAN ARBORVITAE 5-6 HT. FULL AND DENSE TO GROUND CHECKED BY: ER SCALE: AS NOTED PRO w SCAPE PLAN 7 VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 21/2-3' HT. FULL AND DENSE wIN SCALE: I"=20-0" FILE NAME: 072001 w I o WOODED JRS NUMBER: o I 07200 in � ! I • DENOTES EXISTING TREES TO REMAIN: SHEET NMBER: C6 . O1 11 / KEY PLAN: o �® 1 8991 LEGEND PROPERTY INFORMATION GENERAL NOTES DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD N n 5 AVE AVENUE SECTION: 143 BLOCK 3 LOT: 33.2 c CB SPECIFICATIONS AND STANDARDS, /c OHEBC BOTTOM OF CURB 2. TOWN OF SOUTHOLD Y 91 j6 R-9084 ADDRESS 10300 MAIN ROAD NYS RT 25 PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN , i TOM OF WALL ( ) BW BOT _ / MATEITUCN, N.Y. 11952 ADVANCE OF ALL CONSTRUCTION BLVD BOULEVARD 3. CONTACT_ _ ONTNT ACTT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO 9 0/ CB CATCH BASIN OWNER: ROY SCHOENHAAR START OF ANY WORK, WORK PERFORMED WITHOUT INSPECTION SHALL BE W95 CLF CHAIN LINK FENCE 330 EASTW0DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE, W - 00 COEFF COEFFICIENT CUTCHOGUE, NY 11935 4 ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. ONE CPP CORRUGATED POLYETHYLENE PIPE 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE T / 93.26 NI - - - - - - - _ _ _ / CONIC CONCRETE APPLICANT: JOHN SORRENTI, JRS ARCHITECT, P.C. STATE UVIFORM FIRE PREVENTION & BUILDING CODE, FIRE HYDRANTONE DEPT. DEPARTMENT 181 EAST JERICHO TURNPIKE 6. ALL CONCREFE TO BE A MINIMUM OF 4000 P.SI., 28-DAY STRENGTH. !� NJ-/PROPOSED CONCRETE SIDEWALK (TYP ,' oHE� 0 OR DIA. DIAMETER MINEOLA, NY 11501-2032 D DRAINAGE 7, ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS 57 / SAWCUT AND-MEET EXISTING PAVEMENT DMH DRAINAGE MANHOLE MUNICIPALITY. TOWN OF SOUTHOLD AFTER CONSTRUCTION IS COMPLETED, S ONE 94 v - - - - - - -- - - - g S�� Oc DROP B. BECOORDINATE AND INSTALLED/RELOCATED COMPLETE ALL GRAD RELOCATIONS, ALL UTILITIES TO + a PROPOSED CONC. CURB q�J CURB BUILDING LITE. BANK - � ga3 E EAST BE INSTALLED/RELOCATED BELOW GRADE. t /�OHE W V - 1 o<' AS OHE UP/LP EFF EFFECTIVE ZONING DISTRICT: B 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE R=9496 ,9g 4a lob 2' OFFSET FOR CURB EL OR ELEV. ELEVATION LOT SIZE' 52,209.54 SF / 1.198 ACRES INSTALLATION OF NEW SIDEWALK. -- - pHE ��/ GJ I r OHE� � ELEC ELECTRIC FLOOR AREA 4,200 S.F. 10 OBTAIN P, TOWN DPW ROAD OPENING PERMIT EMH ELECTRIC MAHNOLE 11 LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, SC DP.W. OR 9454 r f 9266 QV F.F EL. FIRST FLOOR ELEVATION FRONT 100' RED. N.Y.S.D.OT PRIOR TO CONSTRUCTION SECTION: 143 BLOCK: 3 LOT: 33.2 N49'36'00 E FT, FEET OR FOOT SIDE: 25' (50' TOTAL) REQ, C 12 ALL TRAFFIC CONTROL DEVICES, IE SIGNALS, SIGNS, AND PAVEMENT _ UTILITY POLE � 86.75' iIOL. GA GAUGE REAR 35' REG, MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES T!_ - I GV GAS VALVE OF THE AY.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS CONSULTANTS: G '��/5 + ;° - _ _ _ r%\-ASPEIALT i • 2rrU1GC GENERAL CONTRACTOR ITEM AMOUNT (SF) 7 DIRECTEC BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. 91,78 FJHP HIGHPOINT TOTAL LOT AREA 52,209 54 100% 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL INSTALL SIDEWALK - _ HYD HYDRANT BUILDING AREA FOOTPRINT 4,200 8OS% DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF CB ,' : ,; �4 INFO INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF i INV. INVERTPAVEMENT AREA 27,261 52.217 BEGINNING SUCH WORK ALONG A TOWN ROAD. R=95 97 N �/ ♦ "DLANDSCAPING AREA 20 748.54 3974%PAVEMENT LB LEACHING BASIN 14, ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE LP LEACHING POOL THERMOFLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE 0 97 9646 �' 9 3 ) �'"' "A + L.P. Low POINT LOCATION MAP NOTED ON PLAN. 'JN - 3A ' I MAX. MAXIMUM N.T.S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION DP s452+,VQ., 1 , 95 I N k - + MIN, MINIMUM 1 IN ACCORDANCE WITH AASHTO REQUIREMENTS. BUS 51 .' SS�WEEDS .'Q� 93.20 M.H. MANHOLE ryg i/pN�' q3 w n "oirnPPucgBLE RcF SURVEY NOTES ,' �. CV ,' s262 NO. NUMBER WM ® 1P i ` NTS NOT TO SCALE FOEK AVE 1. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH % G OHE GRASS R=97',01 , ,�rr� 95+50 / ,' + i cL7 \ 0 NYS NEW YORK STATE 4a SUF SAVIK MURRAY LLP 1 96 d- C� (' RTE NEW ENGINEERING & LAND SURVEYING, P.C.. p �O V'x �( hd•I NEW YORK STATE JE '1 + \ `1 r NYSDOT P 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM h 94,37 DRAINAGE .� 1�(n� U f DEPARTMENT OF TRANSPORTATION UNV pVE. � - 'xN 1V I /xr s0 so 3 THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT CONSULTING ENGINEERS AREA IV I\�J`' <n I , \ GG ON COUTSIENTER DI TITLE REPORT MAY REVEAL. 2150 SMITHTOWN AVENUE,SUITE C.RONKONKOMA,NEW YORK 11779 - 930 + 1 9,)'L p. - \ (/ DD OVERHEAD DIAMETER VOICE,83116]-0775-WWWCAVIKANDMUgMY.COM-FP%.B31-0d)-061° - - ' � � Px�� OHE OVERHEAD ELECTRIC PROJECT �✓� 4 INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, ' = ` 930 + m (a. 0 ] /I/T / PC POINT OF CURVATURE •••�� v FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE UNDERGROUND �' + 9310 +Z / L \1 � �� !(� ((/I ✓ / LOCATION � � LINE LOC!QIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY I O G �--Jx PRC POINT OF REVERSE CURVATURE C' 1 DRAINAGE \ n9 NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL .r I ■ I , (-INSTALL SIDEWALK RAM ''� PT POINT IN LTANGENTCHLOR e- QN• x79'9 1 , AREA I v5 93 eb ,� -/ \ PVC POLY VINYL CHLORIDE y4' �G "CALL BEFORE YOU OIG' AT (800) 272-4480 AND HAVE ALL UTILITY ' • ` % ` + a TL( j-�rnre • PSI POUNDS PER SQUARE INCH ? +y LOCATIONS MARKED ON THE GROUND. R DESIGNATION TOWN OF SOUTHOLD-SECTION 1 • / 1 97 93s7 �. 4 CONCRETE PIPE JJ 4xj•r < <r \a6a2 I ! b �tb n"guf(De- k,c�� b� G R RADIUS 5 COUNTY TAX ASSESSOR � 43, REINFORCED BLOCK 3 LOT 33.2 _ I 'I RET RETAINING m fi PROPERTY' LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT ASPHALT CURB 19429 - k��F PERTY SURVEY PREPARED BY JOHN C. EHLERS, DATED / r, .405+` - , IAC I'1 RD ROAD y PROVIDED PRO 100 77 1 , y �� , 93S AA } t J '7" REQ'D REQUIRED eP 7/31/2007. CB ® 1 �o Jp 0 '9g, (9 1 1 {.{•� RTE ROUTE h o PECONEC 84Y COMMENTS: 9459 \ 93. 0.15 bd 1• 2 q,529 +962 ; f(°` SSH SANITARY RMSANIITTARY ' a� DRAINAGE CALCULATIONS: DATE DESCRIPTION a,o 1 , • r �.. ,.0._,.. ,. j SF SQUARE FEET Q I , • - ° ;- ; - �/ 4 �im �, ST. STREET AREA I- 02/28/08 BLDG DEPT SUB /J TMH TELEPHONE MANHOLE PAVED AREA: 5,370 S.F. x 3/12 x 1.0 = 1,343 OF �IYn L ` I TSB TRAFFIC SIGNAL BOX DRAINAGE NOTES: CONCRETE AREA: 608 S.F. x 3/12 x 10 = 152 OF 03/24/08 PLANNING BD. SUB gg1 8j GS' TO TOP OF CURB 1. ALL DRAINAGE PIPE TO BE 12" CPP, UNLESS NOTED OTHERWISE ROOF ARP,: 1,953 S.F. x 3/12 x 1.0 = 489 OF TW TOP OF WALL 2. ALL ROOF PIPE TO BE 8" CP.P. UNLESS NOTED OTHERWISE GRASS AREA: 2,362 S.F. x 3/12 x 0,( = 178 OF PARKING a -' 1 III ; , ,94 8 0, / /14 ( ! ,� / EYE TYPICAL 3. RIM ELEVATIONS ARE To THE CENTER OF THE RECTANGULAR TOTAL AREA: 2,162 CF/68.42 CF/VF (10'0 POOL) = 31.6 VF REO'D ♦ m° \ _ o � / 1 •,'"�jL r , VOL VOLUME FRAME AND GRATE AT THE FACE OF THE CURB-INLET. SET PROVIDE: 4 - 10'0 POOLS X 9' EFF. DEPTH = 36 VF it �r r + ,' �g5 �, _ - __ y ' //� ��1 WM WATER MEFER FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT. a ' e ' - ^Y' WV WATER VALVE I,! br I / i , rl /K Ya l W WEST AREA 11 T \ ---- -----_ \ > 4' I DRAINAGE V �/a , Y' of PROPO ED CCNCRETE SIDEWALK �, 1 r 7 G K? PAVED AREA: 330 F. x 12 x 0 = 2,247 OF _ PROPOSED CONCRETE CURB ' I 1 I I ,,, � , "'(�� CONCRETE AREA 330 S F. x 3/12 x 1.0 = 25 OF REVISIONS-, \ 9524+ r AREA V t 1 GRASS AREA 3,213 S.F. x 3/12 x 0.3 = 241 OF 10174 a P-'} 'fl PR I?OSED',BANK 'I ,' -9 - q`0 0/1 e�- 5!5/tS 4 �l��A�IJ TOTAL AREA,: 2,513 CF/68.42 CF/VF (10'0 POOL) = 36,8 VF RED'D Y REV. DATE DESCRIPTION 102,03 102'1' 1 _T 1 o - ' 4.2tT0 S.F., 1 , IA'�•%!fat,Tici .c / PROVIDE: 5 - ITS POOLS X 8' EFF DEPTH = 40 VF WELL GAP _ - ' mS o y n �,�S - - - F.F. EL. 98.20 �1a6/S, c/ AREA III im III +963B1 }'. PROPOSED 10'0 LEACHING BASIN '"' ',�J/ �*x�it A PROPO ED Erj+C.P.P. R60F DRAIN � x93 9 1 I B ' 9X/j / PAVED AREA 3,897 S.F. x 3/12 x 1,0 = 975 CF i� , 'p; ` + :•:: 861>4 1 1 °1^9 y �6 CONCRETE AREA: 95 S.F. x 3/12 x 10 = 24 OF /-101 'I +1 `� + e6[ PROPO ED CONCRETE CURE ` °` I ® 1 . 1oa�1 �7h5 ROOF AREA: 2,485 S.F. x 3/12 x 1.0 = 622 OF / 1 1 ,�5 q g 911 - - - - + 95 5 ' GRASS AREA 2,088 S.F. x 3/12 x 0.3 = 157 OF ,>9. - - - - - - 1 95.80 TOTAL AREA 1,778 CF/68.42 CF/VF (10'0 POOL) = 26 VF REQ'D 1 1 II ` PROPO ED 'BUILDING CANOPY 67 + {II 1' BUSINESS o 'i II \ ' +97 +9791 ' ` '\ I ,' Y + �N('( llp.tl' Cf'0 �r� / PROVIDE: 3 - 10'0 POOLS X 9' EFF. DEPTH = 27 VF 7- AREA LV m 9760 ' ' I��1� PAVED AREA: 4,702 S.F. x 3/12 x 1.0 = 1,176 OF X37,59 + T + � I I 1 � BUSINESS CONCRETE AREA 764 S F. x 3/12 x 1.0 = 191 OF S I BE CLIENT INFORMATION: DRAINAGE - / S weir, �p(' e4.C.h GRASS AREA, 4,410 SF x 3/12 x 03 = 331 OF �� AREA III t 1 LEGEND TOTAL ARES. 1,698 CF/68 42 CF/VF (10'0 POOL) = 25 VF REQ'D 151 �' �x • 'Tr• 1'« �a. .I)e!' xJ - /Q PROVIDE: 3 - 10'0 POOLS X 9' EFF. DEPTH = 27 VF ��pMorganChase 99 67 °�°� - i\ } ' 1 fi44 x �• SYMBOL ' i DESCRIPTION J 11 ' `rte 197.50 + 97.92 O °+�\ 96,�. 1 w ♦ �j 4rC Of!r I0O EXISTING PROPOSED AREA V 1. 17 OF PERTY LINE PROPOSED 12" C.P.P. (TYP.) `� I I _ ' 1 +97 � LP9700 9700 BE 68L� + �^yh �. + 6.54 x�Ay=�� 1+ 95&3 \ 96,41 0 _THI a,oO = yaL V�.er�IS EASEMENT LINE -- � � � - TOTAL AREA 1,367 CF/68421CF/VF (10'02P100L) .-, ,20 YF RE@3'D^'Rr"-1-1T � ',�,WENEW BRANCH BANK Io PROPOSED 10'0 LEACHING BASIN�T _ CONTOUR LINE - - - - -99- - - - - 99 _ + ` P 9295 ( BUILDING i i i i PROVIDE: 2 - 10'0 POOLS X 10' bEPTH = 20 VF 1 '�� ? 96 9932 ARA�INAII PROPOSED�CONCRETE l\ / 9� c� o R'tQ5 I • _- - - " 1 '10300 MAIN ROAD 10005 v 1 I v BUILDING OVERHANG - - - - - �I� DUMPSTER PAD; SEE-DETAILS cnJ ` T"'"-^ I , `I �I- -• MATTITUCK,NY 11952 0_- RETAINING WALL - - ` CURB (ALL TYPES) TOWN OF SOUTHOLD V �♦ `� -1 N7,7'03'0 ` PAVEMENT STRIPE ,('H ! H- E EDGE OF CONCRETE 97 89 20.00' . PAVEMENT $AWCUT --------- 1 �� . 31\ + - - '_ `� '- TREE/VEGETATION LINE _ JRS ARCHITECT, P. C. r / 99.3 ! ! ` DRAINAGE LINE • D PARKING os I \ •••• 96_ / a I o N MUNICIPAL TESTING LABORATORY, INC. ENCS ° :••:••:•• EzcEaTn�oiNrDD�' T ' 181 East Jericho Turnplke, Mlneola,NY11501-2032 _r \ 1 1 I• 1 GUARDRAIL _ + 669 V V V 4 4 �•O• •O• +•O� - 1 .v. 1:516230 We Fex:NY 10 10 1o0,5z ,o9 s , w 29 West 24th Street,3rd Floor,New York,NY 10010 PROPOSED C� N'GRETE CURB - (3 x.61 ` GAS MAIN G G TACK COAT Y J uzlx-9z9o9e6 Fm:zlzaa6s7u j ' `v a 102 NEW SOUTH ROAD, 1 7 - + TELEPHONE LINE r 707 State Road,Princeton, NJ 08540-1434 609 - GRADING U ITS �D - _ r HICKSVILLE NEW -510 11801 � I\ gg gg i-1/2" TYPE fiF RA NY$DOT Te1:60%6&9100 F. 60%e&9060 � (516) 938-5107 OVERHEAD ELEC LINE OHE TOP COURSE �. 9B ,ir' , DATE OF BORING 01/14/08 ELECTRIC LINE E THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND T 1 1° R 2-1/2" TYPE 3 RA NYSDOT WATER MAIN W W I ` 0 / 6 BINDER COURSE AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ;,I' I LIGHT BROWN, MEDIUM TO COARSE SAND, SANITARY LINE S Ile R ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ,nTx I ^ �pO + r 1 II• .1; TFACE GRAVEL, FEW SILTS AND ORGANICS 6" DENSE GRADED AGGREGATE zr 90,05 1 r 1 0 `I'�.I�I• TOP FOOT ARE PROHIBITED. AREA TO EMAIN W00 EDS 1 0 7•h;;}, ( ) PARKING STALL QUANTITY © BASE COURSE qX7 � I \�- AR TO REMAIN WOODED �: g" I I\ II 5' sf' `�J ''' �` ^\` LIGHT BROWN MEDIUM TO COARSE SAND, SPOT ELEVATION +995° 99.50x ` DRAWINGTITLE: I 7 9952 �\°` s + TRACE GRAVEL _ _- (, of l � . 9e.$3 WATER METER ® ® � PRELIMINARY 10' ''i' WATER VALVE YY LIGHT BROWN MEDIUM To COARSE SAND, SITE GRADING AND DRAINAGE PLAN TRACE GRAVEL UTILITY POLE 4 br I 10165 . LO\V� -1 1 a� 10100 ..:tib �.= •y' ,. 15' FIRE HYDRANT 1 0 R '� °.'•. DRAWN BY: DATE: 12/17/07 'l� + I � '�x I I ••,}(, COMPACT EXISTING �C 101.48 i ' ' 1 DRAINAGE GRATE ® l GRANULAR SUBBASE L •�a I . • + 99 18 I 1 ;r LIGHT BROWN MEDIUM TO COARSE SAND, B" CHECKED BY: SCALE: AS NOTED TRACE GRAVEL r I 9g 1 • SIGN -o- a T. 85.75' J 20' 02_ S 50'07'00" W _ _ -� LIGHT BROWN MEDIUM TO COARSE SAND, 207E 0 Gradin 1 - - '_ T-99,82 185 75' ` �5� TRACE GRAVEL TREE ��F NEJe�r 9 � � N X0'07'00" E + 100 5B 2s' �Q Ns" Op LIGHT BROWN MEDIUM TO COARSE SAND, '- JRS NUMBER: 207100 '1 r... %�I %4 tis° RPy + ' \� `` 28' . ' TRACE GRAVEL DRAINAGE STRUCTURES 4® ® T® / t 10202 o+ - 1 + 10051 �� 9914 SEE CIVIL NOTES, THIS SHEET G 1D 20 - + '12710 t5 ` '� DEPTH TO WATER 135 SANITARY STRUCTURES O O O CONCRETE CURB/PAVEMENT SECTION SHEET NUMBER: SITE GRADING AND DRAINAGE PLAN SOIL BORING NO: B1 NT.6. �0 626`5 Q /� N.T.S. PROFESSIONP\� L SCALE: 1"=20' - - - O r' KEY PLAN: FF Q3u+ N'l .��'` I"IROPO6ED 817E J OjpMorganChase a E THESE DRAWINGS ARE PREPARED TO COMPLY WITH THE RULES AND REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE. THE PROVISIONS OF THIS CODE SHALL NOT BE DEEMED TO NULLIFY ANY PROPOSED ONE STORY PROVISIONS OF LOCAL, STATE, OR FEDERAL LAWS AND REGULATIONS. - SECTION: 743 BLOCK: 3 LOT: 33.2 CONSULTANTS: SLAB ON GRADE BUIL DING CONTRACTOR'S OBLIGATIONS AND RESPONSIBILITIES: 1. CONTRACTOR(S) AND THEIR RESPECTIVE SUBCONTRACTORS AND 10300 MAN ROAD CONSULTANTS SHALL BE RESPONSIBLE FOR ARRANGING AND ISCHEDULING ALL REQUIRED VILLAGE, TOWN, CITY, COUNTY AND / STATE INSPECTIONS AND OBTAINING ALL APPROVALS/ SIGN OFFS � MATTITUCK, NY 11952 AND SUBMIT THESE DOCUMENTS TO THE ARCHITECT/ENGINEER OF RECORD. 2. CONTRACTOR SHALL CONSUL? AND COORDINATE WITH THE TOWN OF SOUTHOLD MUNICIPALITY'S BUILDING DEPARTMENT D WELL AS THE COUNTY AND STATE AGENCIES FOR THE REQUIRED INSPECTIONS. ^ / PLOT PLAN SCALE: NOT TO SCALE II A55REVIATION5 ARCHITECTURAL DRAWING LIST h GENERAL NOTES I. ALL WORK SHALL BE GOVERNED�Y THE TERMS AND CONDITIONS OF THE GENERAL CONDITIONS OF THE CONTRACT A/C AIR CONDITIONING HDR HEADER S I BOL S TS-1 TITLE SHEET AND GENERAL NOTES FOR CONSTRLOTION AND THE RE IREMENTS OF ALL APPROPRIATE PUBLIC AUTHORITY, REGULATORY AGENCIES, AC ACOUSTICAL HDW HARDWARE AS-I ARCHITECTURAL SITE PLAN AND/OR LANDLORD. ACC ACCESS HM HEIGHT CI.01 SITE DEMOLITION PLAN 2. THE CONTRACTOR SHALL GIVE AL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, REGULATIONS AND ORDERS ACT ACOUSTICAL TILE HP HIGH POINT EXISTING C2.01 SITE GRADING AND DRAINAGE PLAN OF ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS. ADD ADDENDUM HT HOLLOW METAL TO REMAIN 0301 SITE ALIGNMENT AND STRIPING PLAN I 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECE58ARY PERMITS, APPROVALS, CONTROLLED ADJ ADJACENT HTG HEATING EXISTING C4.01 SITE UTILITY PLAN ED INSPECTIONS, AS WELL AS THEIR ASSOCIATED FEES, FOR ALL TRADES, EXCEPT WHERE SPECIFIED AND AGREED A� ABOVE FINISH FLOOR HvAO HEATING VENTILATION To BE REMOVED 05.01 CIVIL DETAILS UPON ELSEWHERE. C&.01 LANDSCAPE PLAN COMMENTS: R ARRANGING WITH BUILDING MANAGEMENT FOR ELEVATORS OR OTHER ALT ALTERNATE 4 AIR CONDITIONING G7.01 FIRSTS MAP 4. THE CONTRACTOR SHALL BE RESPONSIBLE FOYDATE DESCRIPTION HOISTING FACILITIES FOR HANDLING MATERIALS AND REMOVAL OF DEMOLITION DEBRIS. ALUM ALUMINUM IG ISOLATED AROUND ' PROPOSED GP. BD. AI.07 FIRST FLOOR FURNITURE PLAN 5. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS THEREON AND TO DETERMINE THE ARCH ARCHITECT (URAL) IN INCH PARTITION A2m1 EXTERIOR ELEVATIONS EXTENT OF ALL FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT ACCORDANCE WITH THE AWP ACCOUSTICAL WALL PANEL INSUL INSULATION 0) (ION) A2.02 EXTERIOR ELEVATIONS 02/28108 BLDG DEPT SUB CONTRACT DOCUMENTS. BD BOARD JC JANITOR'S CLOSET � PROPOSED LOW HEIGHT PH-I PHOTOMETRIC SITE PLAN 03/24/08 PLANNING BD. SUB 6. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF THE LATEST CONTRACT DOCUMENTS INCLUDING ALL CHANGES AT THE BLDG BUILDING LAM LAMINATE lU1 GYP. BD. PARTITION JOBSITE FOR THE USE OF THE ARCHITECT. 7. THE CONTRACTOR SHALL BE RESPON510I TO THE OWNER FOR THE ACTS AND OMMI8 OF ALL HIS/HER EI BLOCK LAV LAVATORY EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, AND ALL OTTHERHER PERSONS PERFORMING BO BOTTOM OF LL LIVELOAS EXISTING DOOR TO ANY OF THE WORK FOR THE CONTRACTORBRG BEARING LP LOW POINT REMAIN e. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE 55MT BASEMENT MAX MAXIMUM PROPERTY, AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. CAB CABINET MECH MECHANICAL . DURING THE COURSE OF THE WDTHE CONTRACTOR SHALL REGULARLY REMOVE ALL UNUSED MATERIAL, RUBBISH, GB CATCH BASIN MFR (D) MANUFACTURE (R) (Dl WOW, DOOR < AND DEBRIS FROM THE PROPERTY AND BROOM CLEAN DAILY. THE SITE AND PREMISES SHALL BE KEPT REASONABLY CCTV CLOSED CIRCUIT T.V. MIN MINIMUM FRAME TO BE CLEAN, NEAT AND ORDERLY TO THE SATISFACTION OF THE OWNER MO MASONRY OPENING REMOVED 10. THE CONTRACTOR SHALL CONTROL CLEANING OPERATIONS TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE CEM CEMENT REVISIONS: AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. C CARPET MTL METAL II. ALL SLAB DRILLING ,SVP CUTTING SHALL BE DONE AFlER NO ,�41--^BGs�9S HOURS OR AS DIRECTED IN WRITING BY Cl CAST IRON N NORTH PROPOSED DOOR 4 FRAME REV. DATE DESCRIPTION THE OWNER ly llm" � CL CLOSET NIC NOT IN CONTRACT 12. RELOCATION AND/ORINTERRUPTJON O,.F,a'ANr^e(31L610 UTILITIES INCLUDING, BUT NOT LIMITED TO STEAM, CONDENSATE GLG CEILING NO NUMBER i, LINES, ELECTRICAL, PLUMPING, T`e 6' dMICATIONS, ETC., MUST BE COORDINATED WITH BUILDING MANAGEMENT AND CLR CLEAR LANCE) NOM NOMINAL O PARTITION TYPE BE PERFORMED AFTERNORMAL BUSINESS HOURS, OR AS DIRECTED BY THE OWNER CJ. CONTROL JOINT NTS NOT TO SCALE 13. THE CONTRACTOR SHALL PROVIDE ALL SLAB OPENINGS TO COMPLETE THE GENERAL CONSTRUGTION,HVAC, PLUMBING, CONCRETE MASONRY UNIT OA OVERALL SPRINKLER, ELECTRICAL AND ANY OTHER WORK REQUIRED BY THE CONTRACT DOCUMENTS. CMU XXk DOOR NUMBER 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL CNTR COUNTER 00 ON CENTER REPORT ANY DISCREPANCIES AND/OR CONDITIONS WHICH WOULD INTERFERE WITH THE COMPLETION OF THE WORK TO COL COLUMN OH OVERHEAD THE ARCHITECT. COMMENCEMENT OF THE WORK SHALL SIGNIFY ACCEPTANCE OF ANY AND ALL JOBSITE CONDITIONS, CONIC CONCRETE OPNG OPENING 15. THE CONTRACTOR SHALL SUBMIT GUTS AND SAMPLES OF FINISHES FOR ARCHITECT'S APPROVAL PRIOR,TO ORDERING, CONST CONSTRUCTION OFF OPPOSITE WINDOW NUMBER ELEVATION NUMBER FABRICATION, OR COMMENCEMENT OF THE WORK CORR CORRIDOR F, PAINT 16. WHEN "APPROVED EQUAL," "EQUAL TO", OR WHERE OTHER QUALIFYING TERMS ARE USED, SUBSTITUTIONS SHALL BE OR CHAIR RAIL PL PLASTIC LAMINATE x DRAWING SHEET BASED SOLELY UPON THE REVIEW AND APPROVAL OF THE ARCHITECT. THE BURDEN OF PROOF THAT A PRODUCT OR CT CERAMIC TILE PTN PARTITION SYSTEM MEETS OR EXCEEDS THAT WHICH WAS SPECIFIED LIES ENTIRELY ON THE CONTRACTOR DEMO DEMOLITION Px KEYNOTE CLIENT INFORMATION: ' 11. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS AMC) SUBMITTALS PRIOR TO SUBMISSION TO THE DET DETAIL �'G POLYVINYL CHLORIDE SECTION LETTER 1 'ARCHITECT FOR HIS REVIEW, AND PRIOR TO THE COMMENCEMENT OF THE WORK SUBMITTAL SHALL BE IN THE FORM OF DEPT DEPARTMENT R RISER XXXXX ROOM NAME .ONE (1) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP), THREE (3) BNW PRINTS OF EACH DRAWING. SUBMIT RAD RADIUS ® ROOM NUMBER x DRAWING SHEET 'FIVE (5) COPIES OF ALL CUTS. DF DRINKING FOUNTAIN RD ROOF DRAIN JPMorganChase 18. ANNOTATIONS ON ANY PLAN, ELEVATION, SECTION, OR DETAIL ARE APPLICABLE TO ALL PLANS, ELEVATICNS, SECTIONS, DIA DIAMETER REF REFERENCE XX WORKSTATION NUMBER AND DETAILS. DIAG DIAGONAL REFG REFRIGERATOR AND NUMBER 19. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. DIM DIMENSION REINF REINFORCED < ANGLE x DRAWING SHEET NEW BRANCH BANK 20, ALL DIMENSIONS ARE SHOWN TO FINISH SURFACES UNLESS OTHERWISE NOTED. DIV DIVISION RES RESILIENT 21. LARGE SCALE D WINGS (I.E. SECTIONS, DETAILS, ETC.) TAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DL DEAD LOAD RFG ROOFING LEVEL __ - - --"`-- SPECIFICATIONS �AKE PRECEDENCE OVER DRAWINGS. 4 DIAMETER - -- 1 10300 MAIN ROAD 22. ALL FIRE RATEDAND BOUND ATTENUATING PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF THE STRUCTURE ABOVE, DN DOWN RFM RECESSED FLOOR MAT ELEVATION ��~ ~ _ -, - - EMCEP7 IF NOTEA OTHERWISE. DP DAMPPROOFING RM ROOM MATTIT F S NV OLD 23. WHERE A NEW PARTITION ALIGNS WITH AN EXISTING INTERIOR COLUMN ENCLOSURE THE OUTER LAYER OF GYPSUM DR DOOR RO ROUGH OPENING XX POUNDS X'-XN(' CEILING HEIGHT ABOVE - TOWN OF SOUTHOLD BOARD SHALL 'y1b--PASS AND BE LAMINATED t0 THE EXISTING FINISH. ACCESS PANELS, ELECTRICAL DEVICES, ETC., DWR DRAWING RT RUBBER TREAD x NUMBER AFF:, FINISHED FLOOR SHALL BE RESET AS REQUIRED. DWR DRAWER 8 SOUTH %.d 24, ALL NEW PARTI NO SHALL MATCH EXISTING ADJACENT PARTITIONS IN REGARD TO CONSTRICTION, MATERIAL RATING, E EAST SD STORM DRAIN I BOOZ , '1 AND FINISH, UNLOS OTHERWISE NOTED. EA EACH Pc CENTER LINE START POINT 25. WHERE EXISTINCWALLS, FLOORS, CEILINGS, ETC., ARE REMOVED, PATCH TO MATCH EXISTING FINISHES, TEXTURE, AND OF SECTION 1 lmJR S ARCHITECT, -2 C. COLOR IN ADJ,CENT AREA, r=J. EXPANSION JOINT c SQUARE FOOT F2. PLATE 'S 26. WHERE MECHAtCAL, ELECTRICAL OR PLUMBING DEVICES ARE REMOVED OR INSTALLED IN EXISTING PARTITIONS, THE ELEC ELECTRIC CAU SIM SIMILAR II 181 East Jericho Turnpike,Mineola,NY M01-2032 CONTRACTOR ALL FRAME AND PATCH TO MATCH ALL EXISTING ADJACENT MATERIALS, FINISHES AND FIRE RATINGS, ELEV ELEVATION ff' AT O) COLUMN NUMBER L_ Tel:51&230 We Fu;NY WALLS, OR GEILINGSt CL05E OFF EMERG EMERGENCY SPEC SPECIFICATION __ 30 West 24th Street,3rd fI00r,New YOfk,NY 10010 27, WHERE DUCTSALECTRICAL CONDUIT OR PLUMBING PIPING PASS THROUGH FLOORS, SPR SPRINKLER �I _ - - -- -- Tee zax-szsooe2 Fe.;2az-wssTza SPACE BETWE}U THE PIPE/DUGT AND THE CONSTRUCTION WITH NONCOMBUSTIBLE INSULATION AND PROVIDE SNUG FIT ENGL ENCLOSE (ENCLOSURE) SP STARTING POINT 707 State Road, Princeton,NJ 08540-1434 METAL ESCUT ON CAPS ON BOTH SIDES AND CAULK EQ EQUAL SQ SQUARE Tee eosseaswo F.e:fi09fi889p80 28. ALL OUTLETS $D SWITCH PLATES ARE TO BE BUILDING STANDARD, UNLESS OTHERWISE NOTED. EW EACH WAY ST STONE '. 29. THE CONTRA�R SHALL PROVIDE WALL AND CEILING ACCESS PANELS A5 REQUIRED BY THE MECHANICAL, EUC ELECTRIC WATER COOLER ELECTRICAL ,D PLUMBING WORK AS DIRECTED BY THE ARCHITECT. EXH EXHAUST STD STANDARD THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 30. THE GONTRAmR SHALL REPAIR, CLEAN OR REPLACE AS REQUIRED ALL EXISTING ACCESS PANELS TO REMAIN WITHIN 5TL STEEL GENERAL ZONING INCs IN ORh11AT I ON SWTHOLp, SUFFOLK GOIINTY AS Y INFRINGEMENTS E THE NTS OR LTER TIONSYOTHERS ARCHITECT,P.C. THE GONTR4C�LIMITS A5 DIRECTED BY THE ARCHITECT. EXIST EXISTING 5TOR STORAGE ANY INFRINGEMENTS PR HIBITE TIONS BY OTHERS 31. ALL DRAWING AND NOTES ARE COMPLIMENTARY AND WHAT 15 CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED EXT EXTERIOR SUSP SUSPENDED REQUIRED B DISTRICT EXISTING PROPOSED ARE PROHIBITED. ` FOR BY ALL., FD FLOOR DRAIN T TREAD 32. IN THE EVENT DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, THE ARCHITECT OF RECORD FDN FOUNDATION USE N/A WA N - BANK SHALL DELI WHICH DRAWING SHALL RILE CONSTFaJCTIoN AND/OR SCOPE OF WORK FE FIRE EXTINGUISHER TEL lE) TELEPHONE ZONE N/A B-GENERAL WSINESe 4 R-40 FESIUENTIAL NO CHANGE DRAWING TITLE: yJ 33. SHOULD AN THE PARTITIONS TO BE REMOVED BE FOUND TO BE LOAD BEARING, NOTIFY THE ARCHITECT FF FINISHED FLOOR T THICK 1NE551 CONSTRICTION CLASSIFICATION N/A N/A IIB TITLE SHEET AND J IMMEDIATEL'PF THE CONDITIONS PRIOR TO PERFORMING ANY WORK FIN FINISH (ED) TO TOP OF 1! 34. THESE DOC; NTS DO NOT AUTHORIZE THE REMOVAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS.THE TO TRANSITION STRIP LOT AREA 30,000 5h N- 51�em SF. ZONE B (112,547 S.P. TOTAL) NO CHANGE GENERAL NOTES DETEPoMINA OF THE PRESENCE, AND/OR REMOVAL OF THESE MATERIALS IS THE RESPONSIBILITY OF OTHERS. FIXT FIXTURE US. UNDERSIDE LOT/STREET FRONTAGE 150.0' 197.06' NO CHANGE 35. PROVIDE A'- IMUM OF FOUR C4), 25 LB FIRE EXTINGUISHERS APPROVED FOR 'A', 'B' AND 'G' TYPE FIRES,TO BE FLF FLOOR FINISH VCT VINYL COMPOSITION TILE DRAWN BY: ER DATE: 12117/07 LOo CIE HE ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE TO REMAIN IN WORKING ORDER ON THE FLR FLOOR TING) VDT VIDEO DISPLAY TERMINAL BUILDING HEIGHT 35'-0" / 2 STORIES N- 21'-0" / 1 STORP 25'-10" / I STORY FLOORS WH CONTRACT WORK IS IN P'ROCsRE95. FP FIREPROOF VIF VERIFY IN FIELD BUILDING AREA N/A N/A 4,195 OF. CHECKED BY: KG SCALE: AS NOTED 36. GENERAL RACTOR 70 OBTAIN A DEMOLITION PERMIT OR CONSTRICTION PERMIT PRIOR TO THE GOMMENCEMEN7 FP5C FIREPROOF SELF-CLOSING WIG WALL COVERING OF WORK A PY of SUCH DOCUMENTS 6HALL BE FURNISHED TO THE BUILDING MANAGER OWNER TENANT AND THE FT FEET W WEST FRONT YARD 15'-0" MIN. 100'-0" MIN ARCHITECT'ItIOR TO THE COMMENCEMENT OF WORK FTG FOOTING W/ WITH ""eePN.ee�H•..CTo FILE NAME: GA GAGE, GAUGE ell >z 07200-TS-(.DWG GUS. GYPSUM BOARD WB WALL BASE SIDE YARD 25'-0" ONE SIDE N/A 63'-9 1/2" 4 39'-4" WGL WATER CLOSET 50'-0" BOTH SIDES r JRS NUMBER: GO GENERAL CONTRACT (OR) WE) WOOD REAR YARD 36'-0" MIN. N/A 3801-21/2 07200 A GFI GROUND FAULT INTERRUPT WIM WIREMESH L GL GLASS,GLAZING W/O WITHOUT a PARKING 4,200 5FA00 SP. 42 SPJACES 4]00 5FA00 SRF 42 SPACES 43 SPACES ^p� i SHEET NUMBER: NO. O GYRP GYPSUM WF, WATERPROOFING (INCL. 2 H.C.) r w -J HC HOLLOW CORE UAIMI WELDED WIRE MESH e�ATE,eE.�u'�'- v\ 7 AV � ,un� EY PLAN: T — C '�_ �� / —oHE — N aNV/ I j 1\ SEE 45-1 FOR =9,1 6 5" DIA. SCHEDULE BOLT CIRCLE � N_Y.S_RR p 5 ' % �_ 5ASE PLATE ASTEEL POLE o i �o _ °U "� * # - - m L� r � � G Cr E � 7`A� VERIFY BASEPLATE (h - TO SETTING � / '(�1 e ``� �+� ANCHOR BOLTS NG �=- R=)5,97 :;,E = �� ",�w �_ ® � � ' - -., SEE AS-I FOR B4SE PLATE DETAIL T� -f - 'fi iii" " _ �� G��,rRP ( ,-'~i ... ' V/G_ i L..€=r SCHEDULE SCALES B� -T O�- — 4 pJ-.t` -/.r, r Ao i NOTE: WA a II ) _ I G �� ..P, ,5'. c 1� C q 9 _ I p �s xx &' ZONE - I s �� - ° -�'�° �� • STABILIZED CONSTRUCTION SPECIFICATIONS KEY PLAN: 50' MIN. S EXISTING 1. STONE SIZE - USE 0 STONE, OR RECWMED OR RECYCLED CONCRETE EQUIVALENT. Z / 6° MIN,-� STONE SEENOTE 1-� .9• S.- PAVEMENT � 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTHWOULD APPLY). EXISTING T J MOUNTABLE BERM IleCLOTH FILTER j / GROUND PROFILE (OPTIONAL) 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. Qj 8991 / 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT EXISTING 50' MIN. POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. CB GROUND ' MIN. -I 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING HE _ O . . 12 \ B\� / +` N.: EXISTING OF STONE. 12' MI �� F y i\\ + I PAVEMENT 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS ��' J -• ? IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. j OHE __ i�� y�% PIAN VIEW g5'26 %'� �' // 0 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL FIRE HYDRANT�S OHE/// PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL MUST BE REMOVED IMMEDIATELY. T /S OHE W- _ g32q }\ T i�� ' g\� 'ONf SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY SECTION: 143 BLOCK: 3 LOT; 33.2 OHE 9A _W-------- SAWCUT AND MEET,`EXISTING PAVEMENT ,'-` ,' p1{E STABILIZED CONSTRUCTION ENTRANCE 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH + e / r / ,i W gh.3V ,9^�' �f�' HE�` UP/LP N.T.S. STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. CONSULTANTS: �OH� R-8G 6 '9B`� ja '' '�� 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH i O,iE'` r� I I ,• � ' OHE G REMOVE CROSSHATCHING AND CENTER LINE STRIPING AS REQUIRED RAIN. _ S• 11 9552 � 4 � ' ..��J OHE Gii � I 'a +928G8 ' i ' N49'36'00')PIP/ UTILITY POLE , ;,, WOVEN WIRE FENCE (MIN. 14 1/2RO 86.75' GAUGE W/ MAX. G' MESH SPACING) + 79 m �� ' \o I + g,]B 10' MAX C TOC 36" MIN. LENGTH FENCE SILT FENCE O .` , \ ASPHALT -_ , POSTS DRIVEN MIN. 1G' CB �' I ,' � REMOVE EXISTING TREE \ I � •: •••. • "?• ., . .,. .. _ INTO caaurlD. CATIONS - i R=95.9 , `7,' I 'r' , :. 1 ' • _ 1. WOVEN WIREFENCE RUCTOIBE O CONSTRUCTION TO FENCE POSTS WITH WIRE TIES REMOVE EXISTING CURB \ I A$PHACf PAVEMENT - •. ••. - OR STAPLES. POSTS SHALL BE STEEL EITHER °T' OR "U" TYPE OR HARDWOOD. �0 97. 4 g646 / / / \ II v ?. HEIGHT OF FILTER ' g OHi� i i g ' / \N II •..,, �= 16" MIN. 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SAVIK� HURRAY, LLP - , re , REMOVE EXISTING GRAVEL _/ ;r ;; •. _ o l m STA 4 SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 12 PARKING AREA AND DRIVEWAY I + ' \� I Q MAG NAIL, ''r s3zo s' W � w w. ` `u �-•' �• • 1/2 GnuGE, C' MAXIMUM MESH OPENING. CONSULTING ENGINEERS GRAVEL PARKING AREA L ELEV= 2.82 •w 2150SMIMTOWNAVENUE.SUNE°.RONKONKOM4NMYOP TIM '•w•• VOICE:01-0B)-M6-WWW.6AVINANOMUWNYCOM-FAY:e31�6/->MO G/DHE ,' J� + - \ __ I �g'�� P' w w w w 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE / 19 , g2.e2 \ _ I w 8" MIN. OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER WM ® 1P 0' 95.30 � � ,' I� \ / \ PERSPECTIVE VIEW FILTER X, MIRAFl 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. BASS R=97,01 , r ` ' \ II REMOVE EXISTING ASPHALT PAVEMENT (• ' � N-S9 R + 94.37 ' SAWCIN�AND MEET EXISTING 'PAVEMENT \ II - 36MIN. 'FENCE POST -` 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. WOVEN WIRE FENCE (MIN. 14� 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 1 2 GAUGE W MAX. MESH SPACING) WITH 6"FILTER CLOTH "BULGES" DEVELOP IN THE SILT FENCE. 95.49 / 93.18 I N FLOW N Ih F / / I UNDISTURBED GROUND 97j8 I , GRASS/WEEDS a"tpel` A ggeb/ m II COMPACTED SOIL z DEMOLITION NOTES: COMMENTS: STA 1 , , , , II EMBED FILTER CLOT 1. CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO DATE DESCRIPTION MAG NAIL i9� ` I 93.97 w I A MIN. OF G' IN GROUND. 4 ANY AGENCY AS REQUIRED FOR UTILITY DISCONNECTIONS ELEV=100.0 \, ' ` ` " I _ -I " f 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON 02/28/08 BLDG DEPT SUB URB 981)2 ASPHALT iPATCH /+ /2 z w I PLAN. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS 29 w 94.05' SECTION VIEW EXPENSE. � k, ' ' � ' � �`� m 93,84 ' +\ -gA' 03/24/08 PLANNING BD. SUB CB® , 1 ' �, _ ', 9rr, 3 + STABILIZE ENTIRE PILE WITH �' � 94.59 93,50 0. ''1 RITIIDVE EXISTING FENCES VEGETATION OR COVER SILT FENCE EROSION CONTROL NOTES: R=99.38 / a.4a w 1 INCLIUDING FOOTINGS (TYP.) 1. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS �.�\` t 2:1 MAX. SLOPE N.T.S.REMOVE EXISTING ASPHALT PATCH I SMALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR '-967 REMOVE EXISTING TREES, SHRUBS, SNMPS AND CONSTRUCTION RELATED ACTIVITIES. PI, ', ', 2q f UNDERGROWTH INCLUDING ALL ORGANIC MATTER I 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND / 94.43 I 2"%4 WOOD FRAME i It MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE PARKING I I 1 , �'� gh99 I STAKE CONSTRUCTION ACTIVITY OR AS DIRECTED BY ARCHITECT. a m I REVISIONS: �' R , -,1p `95.1 TREES/BRUSH - _ __ a� + � REV. DATE DESCRIPTION r I , /!-\ a FABRIC III I / 4. e TEMP WD FENCE DISCONNECT EXISTING OVERHEAD ELECTRICAL / 41 CONSTRUCTION SPECIFICATIONS ' III SERVICE AND REMOVE EXISTING UTILITY POLES. 18174 I , , 10211 , 1Fm COORDINATE+WTIH (JPA / II I I y�= 1. FILTER FABRIC SHALL HAVE AN EOS OF 40-85. BURLAP MAY BE USED m , , , ml , _ ILII °V: FOR SHORT TERM APPLICATIONS. a , I s5.2a , / , i '`g4. I ,vHAY BALES OR SILT FENCE U U FI_RL be MINCUT 102.03�t III \ y ----_-- m�1 I % I f SLOPE MIN, SLOPE - - -III v 2 JOINTS ARE NEEDED THEY CONTINUOUS BEROLL OVERLAPPEDELIMINATE TO THE(NEXT(STAKE. 96 3. STOKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. F m+m I 1 , DROP INLET WITH GATE m ` 1 m +,g3,gg BURIED FABRIC I I I> FRAME i� INSTALLATION NOTES; METAL WITH A MINIMUM LENGTH OF 3 FEET.I I 9 .e o I ' , >; H' , w I n+ 5 �� 4. SPACE STA 5,74 g , - s3s9 I 1. ARTA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. E KES EVENLY AROUND INLET 3 FEET APART AND DRIVE A `97______ _ , CLIENT INFORMATION: i 95.80 X467 I � _II MINIMUM 18 INCHES SEEP. SPANS GREATER THAN 3 FETE MAY BE RI ` + 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 2:1. ,--- I BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR _ BUSINESS o 'I ` �' ��7 97'91 I SUPPORT. lit `, I , �',_ \ ` / 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER �- -III I I IIIUI �rJPMorganChase /L r I On x i SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND , �-GAHER EXCESS AT CORNERS III BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND , TSB �,}� •Tr/7TTjr Bll I `` -� BUS 4. SEE SILT FENCE DETAIL FOR INSTALLATION OF SILT FENCE'. I�I FRAME. J'' �� 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND THE CREST NEW BRANCH BANK oy. 0 `, �9S- - i --moi r'�fip'`� 1 STORY WD FRAME �( g�isb1 REMOVE ALL DEBIRS I i 9967 ` �f I 96.44 ` I OF THE FABRIC FOR OVER FLOW STABILITY. _ kIV/ I, WITHIN CLEARING LIM(fS 10300 MAIN ROAD MAXIMUM DRAINAGE AREA 1 ACRE Nm Bila lL/ %F/1� s6 9fi 41 SOIL STOCKPILING FILTER FABRIC DROP INLET PROTECTION MATTITUCK,NY 11952 OO , , (DIRT �d7dY11 CONC , N.T.S. N.T.S. TOWN OF SOUTHOLD NFIL-LF 97.80 0 grn --�._ _r'G8' + o,'`/ , + 9fi.5M1 �`.\ {. tt m ` \ SAND�9 RAVEL DRI 97.95 / `. 95U3I r••'T \ 9. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH REMOVE EXISTING BUILDING, SLAB, - DEMOLITION PLAN NOTES: O. � J R S ARCHITECT, P. C. FOOTINGS k APPURTENANCES I N m NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A 1. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED RESULT OF REMOVAL ACTIVITIES. I MUNICIPAL TESTING_LABORATORY. INC. 187 East Jericho Turnpike Mineola,NY 11501.1032 `9� ,'� IMPROVEMENTS, ETC. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, reu5uzeo-299R ' Fzanuz94ass9 _ 102 NEW,S'OUTH ROAD, 2. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A TYPE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY 30 West 24th5treet --- �, HICKSVILLE.NEW YORK, 11801 ,3rd Floor,New York,NY 10010 �` N7il'03'OO''� ` STRAIGHT VERTICAL EDGE FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO i°''�a240°� Fu:z�2.esssTzi + _ (516) 938-5107 ` s7.B9 WOODED - _ EXISTING PAVEMENT. ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD 707 State Road,Princeton,N108540.1434 20,(10' DATE OF BORING 01/14/08 3. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS rel:eoasee-9wo Fe.:609cee9os0 I --- -__ + 98.35 '-- / REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY. THE PARKING ` ',` D Inl;l' LIGHT BROWN, MEDIUM TO COARSE SAND, THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND { AGENCY NOTIFICATIONS AS REQUIRED. CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A TRACE GRAVEL, FEW SILTS AND ORGANICS 4. EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE MATERIAL. COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. E; 98.09`98. EI4 TOP FOOT / + '9 , , ,I! 1. ( ) 5. REMOVAL INCLUDES, BUT IS NOT LIMITED T0, ALL FLOOR SLABS, FOUNDATION WALLS, ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY ANY INFRINGEMENTS PR HIBITE TIONS BY OTHERS 76t I \ g CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING. EXISTING FOUNDATIONS SHALL AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY ARE PROHIBITED. LIMITS OF CLEARING ?' �i, sssg ••s'- LIGHT BROWN MEDIUM TO COARSE SAND, BE REMOVED FROM THE SITE QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. , • - TRACE GRAVEL GRADE SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING DRAWING TITLE; I _ � ` 10' IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE, STA 3 T '99, 6. THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK 11- EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY SITE DEMOLITION PLAN '9 I , LIGHT BROWN MEDIUM TO COARSE SAND, ON-SITE ENGINEER. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM L , •'C� ACTIVITIES ADJACENT TO BUILDINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE o I GALV NAIL 7 9� AREA TO REMAIN WOODED •�- • ' ` _ ••,5. TRACE GRAVEL THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF Iq ELEV=99.97 Oo + sB.85 _ . _- �' � ' ' 1 � --tib' APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF ZONES •g i Oo 15' FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC u1 AREA TO REMAIN WOODED \ _ •• ;' I '�rn • ;�' LIGHT BROWN MEDIUM TO COARSE SAND, PROVIDE A SAFE WORK AREA. MATTER. STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TO DRAWN BY: DATE: 12117/07 I I T 'T'• TRACE GRAVEL 7. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE - 10 __ �9• + N ?+:• THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, CHECKED BY: SCALE: AS NOTED 20' VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAFETY - •y . `, -• TRASH, DEBRIS. PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN REMOVE DUSTING TREES;SKRUBS, STAMPS AND `M. PROVISIONS WITHIN R.O.W. (I.E HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, UNDERGROWTH INCLUDING ALL ORGANIC MATTER I t LIGHT BROWN MEDIUM 70 COARSE SAND, LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. + I •r1: TRACE GRAVEL PAVEMENT STRIPING, ETC.) SHALL C THE CONTRACTORS RESPONSIBILITY TO DETERMINE pF NE FILE NAME: 98.71 + y•s; GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. E W Yp 207700 Demoli8on Tat. _.. APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TO "` + 101.ss �\ CLEAN FIRST 100 OF WOODS TO REMAIN 25 1. LIGHT BROWN MEDIUM TO COARSE SAND, PROTECT AND PROVIDE SAFETY TO THE PUBLIC UNTIL PERMANENT 12.. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE ��P Ops E. , 'R,pzp''r 01.48 I OF ALL DEBRIS AND DEAD MATERIAE I •- HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND 28' 'r., TRACE GRAVEL COMPONENTS/REPLACEMENTS CAN BE INSTALLED. ACCESSIBLE AT ALL TIMES. -` JR5 NUMBER: 207100 II B. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS * nF 07200 I I 13.. RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, ETC. SHALL BE - EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD DEPTH TO WATER: 13.5 R.O.W.-S, ETC. DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH VERIFYING THEIR PRESENCE. SHEETNUMBER: FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND 14.. THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING O SITE DEMOLITION PLAN SOIL BORING NO: B1 ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND p SCALE: 1"=20' N.T.S. PROCEDURES IN CONNECTION WITH THE WORK, CONSTRUCTION AT HIS OWN EXPENSE. R SS p\. . I KEY PLAN: o LEGEND PROPERTY INFORMATION GENERAL NOTES DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD SECTION: 143 BLOCK: LOT: 33.2 G1 1 AVE AVENUE SPECIFICATIONS AND STANDARDS. BC BOTTOM OF CURB ADDRESS: 10300 MAIN ROAD (N.Y.S. RT. 25) BLVD BOULEVARD 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN Y '{ BW BOTTOM OF WALL ADVANCE OF ALL CONSTRUCTION. f MATTITUCK, N.Y. 11952 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO CB CATCH BASIN OWNER: ROY SCHOENHAAR START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE L CLF CHAIN LINK FENCE 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. T COEFF COEFFICIENT CB CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS.oNC R=90,84 CPP CORRUGATED POLYETHYLENE PIPE 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE 1'� 176 / CONC CONCRETE APPLICANT: JOHN SORRENTI, JRS ARCHITECT, P.C. STATE UNIFORM FIRE PREVENTION & BUILDING CODE. DEPT. DEPARTMENT 181 EAST JERICHO TURNPIKE 6. ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.I., 28-DAY STRENGTH. // 6 O2I DIA. DIAMETER MINEOLA, NY 11501-2032 DHE / + 91'93 D DRAINAGE 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS '( W DMH DRAINAGE MANHOLE MUNICIPALITY: TOWN OF SOUTHOLD AFTER CONSTRUCTION IS COMPLETED. oNE % __ OB. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS. ALL UTILITIES TO S / 93,96 W __ / DC DROP CURB BUILDING USE: BANK BE INSTALLED/RELOCATED BELOW GRADE. FIRE HYDRANT OHC ZONING DISTRICT: B & R-40 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE _ OHE EFF. EFFECTIVE T OHC -w/_ 2° + ��, y�a3 ' EL OR ELEV. ELEVATION LOT SIZE: 112,647 SF / 2.586 ACRES INSTALLATION OF NEW SIDEWALK. rI , OHC ELEC ELECTRIC FLOOR AREA: 4,200 S.F. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT SECTION: 143 BLOCK: 3 LOT: 33.2 90.51 _`-N/- EMH ELECTRIC MAHNOLE 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED + 9438 r '' UP LP EK. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W. OR �'� � 1 OHC / F.F. EL FIRST FLOOR ELEVATION FRONT: 100' REQ. ALL TRAFFIC PRIOR TO CONSTRUCTION. CONSULTANTS: R=94.96 .95 g6 9' ��' ' C FT. FEET DR FOOT SIDE: 25' (50' TOTAL) REQ. 12. ALL TRAFFIC CONTROL DEVICES, IE. SIGNALS, SIGNS, AND PAVEMENT nG ; 2' OFFSET FOR�L`URB MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES GA GAUGE REAR: 35' REG. 4:JOF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS GV GAS VALVE OAC/ - _ S 0C GENERAL CONTRACTOR ITEM AMOUNT (SF) %I DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. 1 ' ' g4 ' "''' _ 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL 9398 N49'36'QG"E HP HIGHPOINT TOTAL LOT AREA 112,647 1001% "�* - 9s C "� ' :'" r HYD HYDRANT DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF ROP, ,' UTILITY POLE 9381 �, c•- ; 2 86.75' BUILDING AREA FOOTPRINT 4,200 3.7% M p.�� ' r •�'-# +- - INFO. INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 'HOURS IN ADVANCE OF yF ,' ' PROPOSED CONC.,CURB + oHC G 9203+ - II SAWCUI' AND ME EiISRNG PAVEMENT PAVEMENT AREA 27,261 24.2% FaT, INV. INVERT BEGINNING SUCH WORK ALONG A TOWN ROAD. LB LEACHING BASIN LANDSCAPING AREA 81 186 72.9% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE INSTALL SIDEWALK RAMP I LP LEACHING POOLTHERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE (y CB LP. LOW POINT LOCATION MAP NOTED ON PLAN. r ,' LB.1 94 �' ASPHALT PAVEMENT MAX. MAXIMUM qv N.T.S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION gMIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS. 4 II MH. MANHOLE `O ' +c 09 • •" "-' 94.52+ ! 95 aO 11 N NORTH DRAINAGE I STA 4 ry SURVEY NOTES SAVIK o MURRAY, LLP ' ,'7?i"=''`=•>' ' NA NOT APPLICABLE S OP p G 5..;2,„.':••.' WE6D5 ,'� ,o '`� AREA II I Q MAG NAIL-'' �� 93.20 ND. NUMBER vwsCONSULTING ONSU N eIsNGs.ENGINEERSi �•, Riu+m ELEV=92.82 \ 95 I NTS NOT TO SCALE 01}( AVE. 1. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH VOICE:Wfip1-TIl5-W WJJ.6AVINAN9MURMV.COM-FA%:9314BI-]&0 PROPOSED,CONCRETE SIDEWALK 95 + s2 X93' NYS NEW YORK STATE {t(E- AS NEN SMS ENGINEERING & LAND SURVEYING, P.C.. WM 0 119 r u 96 NEW YORK STATE pVE• 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. G , ,, 95.30 / / S; I NYSDOT DEPARTMENT OF TRANSPORTATION OHp10 pVE. 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT �,off GRA S R=97,01 , i' , + II LC ON CENTER 5 SOUND TITLE REPORT MAY REVEAL �" �� N.Sg`1, i / 94,37 ' , II GO OUTSIDE DIAMETER �Py ;.1.. 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, ._ I I OHE OVERHEAD ELECTRIC PROJECT < a I ! 03 + ,.,1 t' FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND y6" 392 + I 32 I PC POINT OF CURVATURE LOCATION v " s ___, 95. + W LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY ' I 99i + 96 '^ ° PRC POINT OF REVERSE CURVATURE It ' ` + TC: 96.50 ' i N 'Cy NOT BE SHOWN, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL + TC: 96.24 + PT POINT OF TANGENT e' s5.a9 93.18 + o, I Q-• Q' "CALL BEFORE YOU DIG" AT 800 272-4480 AND HAVE ALL UTILITY i BC: 96.00 ( ) BC: 95.74 + PVC POLY VINYL CHLORIDE " C, .F 97. 6 � � � � `Yh jl PSI POUNDS PER SQUARE INCH " ? zy� LOCATIONS MARKED ON THE GROUND. COMMENTS: gg k / 9 . 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, 'T ': 113 1 1 ■■ ■.d 1 + TC: 96.93 TC: 96.59 LB.21 /l I R RADIUS TA 1 q ;195.64 LB a, / V ` ¢ �� 11 RCP REINFORCED CONCRETE PIPE a- - BLOCK 3, LOT 33.2. DATE DESCRIPTION AG NAIL �� 1 i� �• _i 6 �_y� 93.97 BC: 96.43 BC; 96.09 ■ 6. PROPERTY UNES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT PROPOSED CONCRETE CURB ■ I RET RETAINING m _ 02128108 BLDG DEPT SUB LEV=100.0 f I, LB.5 - LB.4 . I D. ROAD y - - PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. EHLERS, DATED 96g2i� / , F 94.29 R _ _ _ CUR 94.°5■ I 0.' REQ'D REQUIRED _ _ _ _ 7/31/2007. 03/24/08 PLANNING BD. SUB ASPHALT TC: 97.24 `. 9 TC: 97.10 s3.e : ' 9 y y ;;'�: ':��;>CREArty.?....;:%_",. + sass BC: 96.74 '9iC , + 93.50 BC: 96.60 DRAINAGE 1 "� ''I STH FTE ROUTE O TARY MANHOLE ry ��_ :. DRAINAGE CALCULATIONS: + s • . 4 , DRAINAGE •� a AREA'III I b �) S SOUTH OR SANITARY c� AREA I I L8.3` SF SQUARE FEET --- --- II ST. STREET :...:.,.: .::_.::.:.._::;: AREA 2 ' - I PAVED AREA: 7,452 S.F. x 3/12 x 1.0 = 1,863 CF i INSTALL SIDEWALK TC: 97.90 �` 1I TMH TELEPHONE MANHOLE CONCRETE AREA: 1,212 S.F. x 3/12 x 1.0 = 303 OF ' LB•7 BC: 97.40 1 1C TPFFIC OF CURB BOX GRASS ARTA: 3,887 S.F. x 3 12 x 0.3 = 292 CF ROOF AREA: 2,150 S.F. x 3/12 x 1.0 = 538 OF RAMP (IYP) ,..: gZ I 1W TOP OF WALL TOTAL AREA: 2,996 CF/68.42 CF/VF (10'0 POOL) = 43.8 VF REQ'D REVISIONS: + ;.,: 1 I 1 ,.? •_ .:,, i %,::':;.':''i+, :;`. •p1.r�,,.`,.,5.i•':', I P RKING -q4.98 .; v• e lYP TYPICAL a �i ,ern' , `.g •t,�o 01 + VOL VOLUME PROVIDE: 4 - 10'6 POOLS X 9' EFF. DEPTH = 36 VF REV. DATE DESCRIPTION SQ I\bb� , S\ . ,.- I Wed WATER METER & 1 - 10'6 POOL X 10' EFF. DEPTH = 10 VF WJ WATER VALVE PROPOSED CONCRETE CURB ~' � I ' 2 ,.lar. m 4138 V WEST TOTAL = 46 VF t IKlSTALL s1DE�Tquc AREA II 101.74 I ' I i `� CRAMP (NP.) PAVED AREA: 2,184 S.F. x 3/12 x 1.0 = 546 OF 192.11 b, I Imi m 1 + k ''- TOTAL AREA: 546 CF/68.42 CF/VF (10'6 POOL) = 7.98 VF REQ'D TC: 97.50 95'2 PROPOSEQ CONCREIE SI4EWALR"' ' 102.03 ' T I f ryBC: 97.00 TC: 97.94 - / -, a PROVIDE: 1 - 10'6 POOL X 8' EFF. DEPTH = 8 VF WELL CAP I LB.B BC_97_44, PROPOSED RPNCREFE CU}tB , PROPOSED IWO LEACHING BASIN (TYP.) 967 I -- Z+ �? AREA III _ PAVED AREA: 2,928 S.F. x 3/12 x 1.0 = 732 OF PROPOSED 17..C:P.P. MR.) CONCRETE AREA: 859 S.F. x 3/12 x 1.0 = 215 OF D _ PROPOSED BANK 9p. � LEGEND GRASS AREA: 1,519 S.F. x 9/12 x 0.3 = 114 OF a ` ,615.74 96,91 , - \`97__ _ _ ___ 4,20 .1$.F. `, b „ I � �' S SYMBOL TOTAL AREA: 1,061 CF/68.42 CF/VF (10'6 POOL) = 15.5 VF REOT CLIENT INFORMATION: 9� N F.F. EL'•98: 0 DESCRIPTION 1 9a s7 + I, OUSTING PROPOSED PROVIDE: 2 - 10'6 POOLS X 8' EFF. DEPTH = 16 VF 'ML 97.45 97. 1 ', `� ■ , TO: 96.1D BU (NESS o I , + + , ` ■ ,' BC: 95.60 CONTOUR LINE ------- JPMorganChase ` i , CONTOJR LINE - -- - -99- --- - 99- AREA IV - i r PROPOSED 8 C.P.P. `ROOF DRAIN � ` � LB.14„ PAVED AREA: 3,809 S.F. x 3/12 x 1.0 = 952 OF BUILDING 1111111 , 1111 1111 ,97.59 + + 0 PROPO�ED CONCRETE 9�DLWALK �' BUSINESS CONCRETE AREA: 1,439 S.F. x 3/12 x 1.0 = 360 OF i BUILDING OVERHANG / NEW BRANCH BANK 'IW: 98.00 ` , I I ROOF AREA: 2,610 S.F. x 3 12 x 1.0 = 653 OF PROPOSED BUILDING CANbpY 9S--r' RETAINING WALL BW:97.50 , 1r oo I GRASS AREA; 3,463 S.F. x 3/12 x 0.3 = 260 OF /9fipi/ ` - TC: 97.38 "" ' AREA IV : , PAVEMENT STRIPE PROVIDE: 4 - 10'6 POOLS X 8.5' EFF. DEPTH = 34 VF PROPOSED RETAINING WALL, ,� ■ MATTITUCK,NY 11952 f 9 m ■ w' EDGE OF CONCRETE .� 97.59 + BC: 96.88 1 I `9 I 9 ■ N 96.41 TOWN OF SOUTHOLD SEE DETAIL �p , 97.92 + �� o PAVEMENT SAWCUT --------- AREA V PROPOSED CONCRETE ` f �� LB.9 98 +- -- 9780_ h ` f TREE/VEGETATION LINE r-vWm'wv�' PAVED AREA: 6,493 S.F. x 3 12 x 1.0 = 1,623 OF a s7.se 97.99 + + LB. 3t I' / DUMPSTER PAD, SEE DETAILS `� ----�$ _ � 9ss� + � '^ �`� GUARDRAIL � � CONCRETE AREA; 685 S.F. x 3/12 x 1.0 = 221 OF - 1 ARTA VE +9032 ` + 97,95 '. � i N FENCE -^-x-^- - GRASS AREA: 1,684 S.F. x 3/12 x 0.3 = 126 OF 8 r JRS ARCHITECT, P. C. 10005 DRAINAGE LINE D ■■■■■■....... TOTAL AREA: 1,970 CF/68.42 CF/VF (10'6 POOL) = 28.8 VF REQ'D ■ i-� TC: 96.64 rn O� - L8.12 t'� GAS Maw G G 181 East Jericho Turnpike Mineola NY 115012032 11 ` L6.11 BC: 96.14 f I PROVIDE: 3 - 106 POOLS X 10' EFF. DEPTH = 30 VF ft 516299-1666 ' F8.:5162941669 --- _ �� 9� TELEPHONE LINE -T - TC: West 24th Street,3rd Floor,New York,NY 10010 TC: 96.00 �� _ _ Tae21xs29ao63 F..:x>z.e454T21 BC: 95.50 \ - N7,)'03'00�'E ` OVERHEAD ELEC. LINE OHE + 7,89 9'/'_" ELECTRIC LINE E 707 State Road,Princeton,N108540.1434 ID.�D, TBd 8996869109 Fa:6098668060 LB.10 ss. 1 - _ ___ TC: 97.30 WATER MAIN W W PARKING a m 987 `\ + 9 35 8C: 96.BD / �`` SANITARY UNE S THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND .� •P -Q. -� -Q V + V / `, DRAINAGE TABLE AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. 7W: 100.00 o �1 + 10°.52 100 89 \ 98 98'99 98 / ' PARKING STALL QUANTITY BW:97.50 98 ry7.61 ' LOCATION ANY INFRINGEMENTS P R PROHIBITED,TIONS BY OTHERS �1 I TW: 100.0 �` TC: 98.00 / , ; I t SPOT ELEVATION +x1.59 99.50x BASIN RIM OR INLET ARE PROHIBITED. BW:99.50 GRADING LIMITS INV. w DESCRIPTION TC: 97.05`. BC: 97.50 19996 NO. NORTHING FASTING GRATE EL. wo TYPE � f WATER TEl'ER ® ® DRAWING TITLE: ` BC: 96.55 �` , La.1 93.25 8' CURB WATER VALVE �' - - - - - - L6.2 96.00 93.10 8' CURB SITE GRADING AND DRAINAGE PLAN STA 3 `� '` ' , `� UTILITY POLE o I GALV NAIL g 9` AREA TO REMAIN WOODED . -+- LB.3 96.60 93.00 8' CURB "T ELEV=99,91 °4 + 98.85 • • , 'o FIRE HYDRANT f.1, LBA 96.14 92.90 9' CURB AREA TO REMAIN WOODED-0, \ �` 7.NE'-� i 'a? DRAINACE GRATE ® ® LEI 95.74 93.00 9' CURB DRAWN BY: DATE: 12117101 _ I 6 LB.6 95.64 93.00 9' CURB + NE I SIGN -o- �- CHECKED BY: SCALE: AS NOTED . .�9952� • + 98. 3 N LB.7 95.93 92.90 9' CURB =_ _ TREE LB.B 97.39 94.40 10' FIELD CONNECT ROOF DRAIN FILENAME: LB + .9 95.90 92.90 10' CURB OF NEWL� • • _ 207100 Grading + _- 96,71 + .,,, ,,,, , - LB.10 95.50 93A0 10' CURB DRAINAGE NOTES DRAINACE STRUCTURES ® ® t® % ; �1 L6.11 96.00 92.90 10' CURB �o �-� JRS NUMBER: 207100 SITE GRADING AND DRAINAGE PLAN 1, ALL DRAINAGE PIPE TO BE 12" C.P.P, UNLESS NOTED OTHERWISE LB.12 96.50 92.90 B.5' I CURB CONNECT ROOF DRAIN 1f 7f 07200 SCALE: V=20' 2. ALL ROOF PIPE TO BE B" C.P.P. UNLESS NOTED OTHERWISEc LB.13 - 96.00 93.00 8.5' CURB 3. RIM/ ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR SANITAIY STRUCTURES O O LB.14 95.60 93.10 B.5' CURB CONNECT ROOF DRAIN w SHEET NUMBER: FRAME AND GRATE AT THE FACE OF THE CURB-INLET. SET FRAME LB.15 95.95 93.00 8.5' CURB RNID GRATE AT THE SLOPE OF THE PARKING LOT. pROFE ZION �� C 2 . O 1 SO PARKING CALCULATIONS KEY PLAN: qPARKING REQUIRED: O BANK: i STALL PER 100 S.F. G.F.A. 4,200 S.F. / 100 S.F. / STALL = 42 STALLS v TOTAL STALLS REQUIRED = 42 STALLS r PARKING PROVIDED: / STALLS (STANDARD) = 29 STALLS N49'36'00"E 2• CB / REQUIRED ARA STALLS (RESERVED) = 2 STALLS RT• 25- - - �J" - � � 86.75' R-90.84 LANDBANKED STALLS = 12 STALLS N Y•5• R0 �' D•y1 9.c TOTAL STALLS PROwDED = 43 STALLS M 11 I /30" E pRPO SOUS N z FIRE HYDRANT ✓ WHA 1P 0000' zIx II Iw SECTION: 143 BLOCK: 3 LOT: 33.2 � 4 WHITE SOLID UNEJ 16' UP/LP R CONSULTANTS: =94`96 a �J PROPOSED I o S R.{ Z s•5' '%'' M I BUILDING \ • R=,12', '" I`' '• IN49'36 '00"E Rgy :_�UTILITY POLE R=12 5, I 86.75' �o I z.. N71.03'00"E 20.00' / CB / R=95.9 '' "',' �ASPHFlLT PAVEMENT �•�~/ 4 I L- — — — — - -,.,,. ,. — SAVIK o MURRAY LLP STA 4 ZONE: — . . — • • vzp . . I ! "` ••. •• 5' MAG NAIL pp' CONSULTING ENGINEERS US SSOP p WEEpS 25' ZONE: "R I Of ]t505MITNTOWN AVENUE.SURES,RONNONWM4NEWY0Wll 9 D "•'GRp55I / I ELEV=92.82WHITE LANE ARROWS (TYP.) N VOILE:fi31-0SI-T/]5-WWW fl4VIWWOMURHl1Y.LOM-FA%:NI-0W]M0 GRASS =97.011 N0p LANDBANKED PARKING (12) R=50' ��g L —1— _ f—l- -f /TI — f� — T 7 —I- -1 I— I— � I I I I I I I I I � WOODED I I I I I I(9' I N FIJNRE ACCESS LOCATION I I COMMENTS: STA 1 I r ( 11 R=3' R=3' � E `" DATE DESCRIPTION MAG NAI / ELEV=1 0.00I DO NOT O I 02/28/08 BLDG DEPT SUB ASPHALT R=3 25' 03/24108 PLANNING BD. SUB 9 CURCB® R=3' SYMBOL—IBLE PARKING 8' 8' 8' R=3' ENTER 3'-8" 6'-7" I m R=99.38 R=10' I VARIES T-4" Q I N 71'22'10" E �1 79.80' 18' 9' f / 1 „d I � of WOODED w� ■I ,� �:.J d..r SOLID YELLOW o LINE v' z 80 nib '. — m o ILII' ; 1`` i.:: .-;';"`i.;_%;=, :;:,;_;':�;�`; ,..` 9- WHITE CROSS HATCHING I `r .* I N; I— .. . '� L FULL BARRIER �, M ';' _ _ ��'I REVISIONS: PARKING i MINI 5.5' I A s 7122'10° W _ — �J REV. DATE DESCRIPTION d "� I anlNc R=S. ^5r5•, ".'I — — R=75' I ��1>i 266.36' I .' SEE PIAN 15 r4" S� OLID WHITE UNE o -� ,,_� 2'-T � V-5• OVERALL SITE PLAN SCALE: 1"=60' 18' 1-----33' 20' WHITE TRAVELING LANE STRIPING 14.3' 15' 10' WELL CAP ® WHITE DESIGNATION STRIPING I TRAVELING LANE LANE ARROW s' 6aPROPOSED BANK I PAVEMENT SYMBOL DETAILS 9' 4.200 S.F. N.T.S. CLIENT INFORMATION: ne F.F. EL, 98.20 1 I I RESERVED PARKING SIGN NO PARKING SIGN RESERVED PARKING SIG anlaM N ' BUSINESS I WHITE ON BLUE BACKGROUND RED ON WHITE BACKGROUND WHITE ON BLUE BACKGROUND JPMorganChase 0 I BUSINESS 24" z' RESERVED NQ RESERVED 5 5' I I- I 1l PARKING PARKING PARKING NEW BRANCH BANK oo EMPLOYEE ANY 10300 MAIN ROAD R=16' 4"-D LEITER SIZE—D ® a % PARKING TIME MATTITUCK,NY 11952 R=10' • s�� ► ,,. I I w 5' BAR -- N �� i TOWN OF SOUTHOLD 9. 4"-D LETTER SIZE -- " P1-1 ONLY P4-6 P4-6 1 :�� 32' m4lo 11' I T� , �- 4! WHITE PARKING R=30' I ` �1L JRS ARCHITECT P. C. STALL STRIPING TYP. un SIGN SHALL HAVE RED BACKGROUND SIGN SHALL HAVE WHITE BACKGROUND ( ) WITH RED LETTERING AS SHOWN, AND oe 181 EastJerlchoTurnpika Mineola NY 11501.2032 WITH WHITE LEGEND AND VARIABLE BORDER. Tau 6162946969 Fen:5162941699 R=3' r, R=3' 1/2" MARGIN WITH 1/2" BORDER eJ@°a? N71 03'00"E DO NOT ENTER SIGN PARKING SIGN 30 West 24th street,3rd Floor,New York,NY1o010 TeF.2626296D93 Fen:212fA56T21 9' N.T.S. N.T.S. ru9ossee.70�7 State Road,Princeton,NJ 08544443� �ao 4" WIDE BLUE STRIPES — CONC. CURB fi0' THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND PAR LNG (TYP. OF 7) CONS. SIDEWALK AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. g' WIDE, 45' BLUE ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS STRIPES, T-0" O.C. 4" WIDE AREPROHIBITED. PARKING I WHITE STRIPES ONLY I 6" (TMP) BLUE INTERNATIONAL o DRAWING TITLE: SYMBOL FOR ACCESSIBILITY °O SITE ALIGNMENT AND STRIPING PIAN STA 3 r r-o�I `ALV NAIL �-AREA TO REMAIN WOODED � , ELEV=99.91 . . — . — . . tiT tea• 6� AREA TO=RE WOODED — — — ZONE a� . . — — ' I ry _ , PARKING ` DRAWN BY: DATE: 12117/07 I � � � - CHECKED BY: SCALE: AS NOTED I — — 8'-0" 8'-0" 8' D" OF NEW FILE NAME: L— • — • — 6,_6" 9' 0" .�� Y 207100 Align STANDARD STALL F. 24'-0" SIGN SHALL HAVE YELLOW BACKGROUND RESERVED STALL JRSNUMBER: 207100 LOCATE AT EDGE OF PARKING SPACE UNLESS * * 07200 WITH BLACK LETTERING SHOWN, AND ACCOMPANIED BY "VAN" LETTERING I 1/2" MARGIN WITH 3//4" BORDER SEE CIVIL NOTES, THIS SHEEP n W SITE ALIGNMENT AND STRIPING PLAN I PEDESTRIAN CROSSWALK /ACCESSIBLE PARKING SYMBOL RESERVED PARKING STALL AND RAMP DETAIL pR �_� SHEET NUMBER: SCALE: 1"=20' N.T.S. N.T.S. N.T.S. E ION . KEY PLAN: BRONZE LOCKING DEVICE T(- QW/ KEY WRENCH SUPPLIED A ' o 00 oo°ooe\ \� N j / 09=.1111fluohoo a— \ - INLET / I I I OUTLET /mss w I o�6ueR0000000eRR I sc SANITARY s�R 1-1/2" LETTERS \ 2 PENETRATING PICK HOLES \p / cf1� OHE vd t8D' APART 9 � _ ADJUST CAST INTO �� S / - TOP OF FRAME CAST DATE IN UNDERSIDE J1 OF COVER 1 W E PLAN FIRE HYDRANT DHE27-11T FINISHED GRADE HEAVY DUTY CAST IRON FRAME SECTION: 143 BLOCK: 3 LOT: 33.2 27-1/8' AND LOCKING COVER TO GRADE OHE w/__ �\c.� 26" SOLID RINGS AS REQUIRED CONSULTANTS: W = a°' /� 25-3/G� TO BRING SEPTIC TANK TO 8" MINIMUM TRAFFIC R off R=94.96 IoHE B' GRADE AS PER S.C.D.H.S. MIN. `� a MN. BEARING SLAB 3 CIA W /6" OUTLET 8" r�i INLETi. 6" -.6 �. � E w IX � •5 ---, `� �., ,. : ;r : N49'36'00„E I-- I i i ?10 Q' A, ,' UTILITY POLE ' ,92 • I 86.75' MIN 4” DIA UIJSS 2400 M ASN , , E -_ _ -� I 24 PIPE OR EQUIVALENT `o d, z m MIN. 4" DIA. CLASS 2400 25-3/4" PITCHED 1/44'-i' a� 5-1/✓3 :� m BAFFLE POSED WAIER�MEIER off G ✓ w FLOW PIPE OR EQUIVALENT ' PR i' •;, a?�`''•4 � \ I - 36' m PITCHED 1/8"-1' hF' i PROPOSED RP;4N m , 94 `ASPHALT PAVEMENT, • � 4' HOT BOX 94I SECTION A—A SAVIK o MURRAY LLP 95 ', I 8 �� ! F , • COVER DETAIL CONSULTING ENGINEERS 21508MRHTOWN AVENUE.SUITE 5.RONKONKOM NEW Vp°K ting ,' STOP :',}j �"` ... EEDS m � �` ,- _ N.T.S. SECTION VOJOE.651{W-TIIfi-WYJWSAVIKANOMURFAY.00M-FAX WHA -1090 BHS p G .•:.':.. GRpSSIW Y 9Jl 95 --__ �3- ' p , 5 ,G 0HE ; ,,' , �9� , 96 '`, S.C.D.H.S. 1 .200 GALLON SEPTIC TANK i/ WM ® Ip ,' oHE N.T.S. GRASS R= 7',0196 HEAVY DUTY CAST IRON FRAME COMMENTS: AND LOCKING COVER FINISHED GRADE DATE DESCRIPTION 1 I "'A A6 �\_y! �' PROPOSED U!O'RGROUND GAS SERVICE �o INLET MIN. 4" DIA. 02/28/08 BLDG DEPT SOLID PRECAST TRAFFIC 03/24/08 PLANNING BID. BEARING TOP SLAB ` � 1 PSPHpI f CURB I 1 o ' PROPOSED WATER SERVICE ° 19 NEI UP_go IN I� I ®Dn PRECAST SANITARY RINGS (TYP ) O, I 1 g� J wo / ®E� m REVISIONS: ®n B—D. PARKING 6 4 ' ' ' r ,' - < -' ' rI 91 z COLLAR MATERIAL TO CONSIST REV. DATE DESCRIPTION N E®� 3' MIN. OF COARSE SAND AND GRAVEL N E3 III, 'i I i PROPOSED UNDERGRJDI - ' fLEGTRICA `. ' 2' MIN. ABOVE9a, GROUNDWATER WELL CAP � ,I I iI �� fi }- 'I ', i BACKFILL MATERIAL TO BE Or 1 I CLEAN SAND & GRAVEL ALLOWABLE SANITARY FLOW I \`JJ PROPOSD M9y i \ 6' MIN. PENETRATION IMO VIRGIN GROUNDWATER MANAGEMENT ZONE: IV 4,20 S. ` I STRATA OF SAND & GRAVEL CLIENT INFORMATION: 9 97 ` F.F. EL( 98] t\ I,' ALLOWABLE FLOW FOR SITE 600 GPD/ACRE PROPOSED SANq SYSTEM& o ! S.C.D.H.S. SANITARY LEACHING POOL DETAIL ALLOWABLE CPD/ACRE)ACRE) X (2.586 ACRES) 11NG: GPD BUSINESS ' ' SEE PROFILES`FPIPE ANDS ° ' i ALLOWABLE FLOW FOR PROPOSED BUILDING: �0iPMorganChase f�li N.T.S. BUILDING USE: BRINK STRUCTURE SIZ IS SHEET:` ,,�'� a r� 4,200 S.F. OFFICE', X 0.06 GPD/SF = 252.00 GAL. P40POSED 8'0 J EFF. 'y�� y; 11 Y' BUSINESS NEW BRANCH BANK () DEPTH SEPTIC I , 9s-,r o I I SEWAGE DISPOSAL SYSTEM DESIGN PROPOSED SYSTEM 10300 MAIN ROAD SEPTIC TANK: MATTITUCK,NY 11952 ` PROPOSED 8! X 6' EFF. •' ST �� I 96` 9s ° w REQUIRED: 252 GPD X 2 DAYS = 504 GPD TOWN OF SOUTHOLD o DEPTH LEACHING o PROVIDED: (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPD `, \ POOL o O SEPTIC TANK LEACHING POOL LEACHING POOLS: PROPOSED LEACHING -` y �o ` �`. ^o° / I F� RIM: 97.00 RIM: 96.60 REQUIRED: 252 GPO/1.5 GPD/SF = 168 SF B JRS ARCHITECT, P. C. ` o BASIN (TYP.) �� °° INV IN: 94.80 INV IN: 81 PROVIDED: (2) 8'6 X fi' EFFECTIVE DEPTH = 300 SF ` I R - ` ° I INV OUT: 94.30 DIA: 8' O� n O y' p° FUTURE: (1) 8'4 X 6' EFFECTIVE DEPTH = 150 SF 181 East Jericho Turnpike,Mineola,NY.5012032 20' MIN. m - ,'', TOL 616,2941666 Fu 5163941669 �` � � ^^^9 j \ I DIA: 8' 30 West 24th Street,3rd Floor,New York,NY 10010 __ Te1:2129290093 Fw 21269%721 LP _ PROPOSED BANK 701 State Road,Princeton,N1085401434 LP N7,fl'03'00''E FE` rFIG C0 OUR 9Z_ FINISHED GRADE T�1:6096688160 Fu 6696668660 / 97 ` � � THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ---- - ` ` ASSUCHARE THE PROPERTY OF JRS ARCHITECT,P.C. 98 as '�-_ �1 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS PA' KING I �` 99 -� a a a 98 98, / / , `& ARE PROHIBITED. 98 r I PROPOSED ` 100-� FUTURE EXPANSDOL ' ' BUILDING DRAWING TITLE: I I ,Y \\I PROPOSED CON".) — r , I � INV. 95.00 — % SITE UTILITY PLAN AREA TO REMAIN WOODED -++ • ' i `� �. . Y • M °O �� °o Rrn 10 LF 0 2.00% DRAWN BY: DATE: 12/17/07 I ��-AREA TO REMAIN WOODED-� ` _ - qp• ' 40 PVC SDR 35 CHECKED BY: SCALE: AB NOTED ' 701--_ � .v . . � • y . • 10 LF ® 1.00. FILE NAME: - I 4'0 PVC SDR 35 ��OF NEN YO 207100 Utility I ` II * * JRS NUMBER: 20701 07 009 SHEET NUMBER: SITE UTILITY PLAN SANITARY SYSTEM PROFILE C4 . 01] w N.T.S. R FESSIONPY' V 4 . O it SCALE: 1"=20' KEY PLAN: 5/16"0 GALV NUTS & BOLTS SIGN (TYP.), REFER TO PLANS FOR TYPE AND SIZE. � ? I PROPOSED GRADE AS SHOWN ON PLANS HAUNCH (TYPICAL ALL 4 SIDES) CS d 9 W.W.F.W2 .9x . NP. _ TOP OF WALL ELEVATION 6X6-W2 ( ) AS SHOWN ON PIANS ® GALV. STEEL a w CHANNEL / / / / 8" POURED CONCRETE s 8^ 6" COMPACTED GRANULAR SUBGRADE z M n 4 BARS ®18' SECTIO °v SECTION: 143 BLOCK: 3 LOT: 33.2 > z 2v ATERPROOFED WITH 8" CONC. SLAB 4000 LB. �10 CONSULTANTS: BITUMINOUS SEALER ., 28 DAY STRENGTH— SII DUMPSTER PAD FENCE NOTES: \ 1. ALL FENCE FABRIC SHALL BE BLACK PVC VINYL E. COATED, CLASS 2B, 6 GAUGE FINISH WITH 9 APPROXIMATE°:•e,` ° ' ROUNDGAUGE CO ALL POSTS AND HARDWARE BE BLACK R VC VINYL COATED TO CREATE AHALL ' i t .� ,.".. .,.• - COMPLETE VINYL SYSTEM - 4 BARS ®18" 2. FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (TYPICAL ENTIRE DUMPSTER ENCLOSURE) 1i ,� NOTES:` SAVIK o MURRAY, LLP 6"x6" W2.902.9 WIRE CONSULTING ENGINES ER (3) 4 BAR 4 MESH WITH 3" COVER 1 II 1 SIGNSNGLE EXCEPT GN POST ASSEMBLY FOR ALL FOR INFORMATIONAL SIGNS. 21MSMIMTOWN AVENUE.SURE 6,6ONxONHOMINEW VO6K I1T19 B" 11 11 VOICE:631 ... ..]5-WWWSAVIWWNMURMV.COM-FNl W1AGF).10 O DUMPSTER PAD CHAIN LINK FENCE IL 11 2. ALL HARDWARE, SIGNS, AND ALL OTHER SEE FENCE NOTES, THIS SHEET MATERIALS, INCLUDING BRACKETS SHALL CONFORM TO THE LATEST N.Y.S.D.O.T REQUIREMENTS SEE CIVIL NOTES, THIS SHEEP RETAINING WALL SECTION DUMPSTER PAD DETAIL N.T.S. N.T.S. SIGN ASSEMBLY DETAILS N.T.S. COMMENTS; DATE DESCRIPTION 02/28108 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB CE CURB BOX ROUND GRATE BASIN OFFSET MEASURED TO #5 BAR CONTINUOUS, MIDDLE OF THE FRONT FACE OF BASIN OFFSET MEASURED TO THE EXCEPT AT JOINT CURB THE CURB BOX. CENTER OF THE ROUND GRATE PAVEMENT r RAMP A A TACK COAT r-WA 1/2" LIP 4" REVISIONS: 1-1/2" TYPE 6F RA NYSDOT REV. DATE DESCRIPTION TOP COURSE SIDEWALK 1' R 2-1/2" TYPE 3 RA NYSDOT 5' MIN. SIDEWALK EXPANSION JOINT 1/4" R BINDER COURSE CIVIL DETAILS B B ROUND W�RADIUS 1. CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE z + APPROX. QUAL TO A30" 6' DENSE GRADED AGGREGATE HEIGHT OF LIP BASE COURSE STRENGTH OF 4,000 P.S.I. AT 28 DAYS. �'::el°el@:: � a SECTION A—A 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET. I ;...:,•„ y►q FULL WIDTH OF 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO MAX. DESIRABLE RAMP CONCRETE CURB RAMP OPENING v..... SLOPE 1 ON 12 IMAX. 2- 5 BARS °0 ROADWAY PAVING. 1-1/2 ON 12 . VARIABLE 5' MIN. VARIABLE 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 959, MAX. DENSITY INSTALL "STEP-SAFE" PRECAST POLYMER CLIENT INFORMATION: �,:' t 2-#5 BARS ?. PER AASHTO T-99 CONCRETE TILE AS MANUFACTURED BY TRANSPD — — — 5 RS AT 2'-8" LONG • ;`•�".':'•' COMPACT EXISTING INDUSTRIES OR APPROVED EQUAL. COLOR BY CONTRACTION 77 fi C -C. AT 3" C.-C. g, GRANULAR SUBBASE 5. ALL HANDICAP RAMPS SHALL BE PROVIDED WITH "STEP-SAFE' OWNER. ](TYPICAL ALL HANDICAP RAMPS) JOINT PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPD CURB–] 'mrJpMorganChase PLAN INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER PLAN PAVEMENT - SURFACE 6. ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM SECTION B—B NEW BRANCH BANK PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, PREVENTION, BUILDING CODE AND ICC/ANSI Al 17.1 STANDARDS. ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 1184A, OR EQUAL. SEE CIVIL NOTES, THIS SHEEP 10300 MAIN ROAD MATTITUCK,NY 11852 8" REINFORCED TRAFFIC BEARING SLAB TO SEE CIVIL NOTES, THIS SHEET SIDEWALK RAMP DETAILS TOWN OF SOUTHOLD CARRY H-20 LOAD WITH AN OFFSET OPENING 3" MIN. � CONCRETE CURB/PAVEMENT SECTION N.T.S. #5 BARS C. A N.T.S. Y' COVER r z Q J R 5 ARCHITECT, P. C. o m U � 3/4" CURB CURB (OPTIONAL) 181 East Jericho Turnpike,Mineola,NY11501-2032 CURB w F PAVEMENTfI. 5' MIN. r W:fi18390.1966 Fav 616394-1669 1 SLOPE EARTH TO 30 West 24th Street,3rd Floor,New York,NY 10010 12" CPP (TYP. BETWEEN BASINS) A A FLUSH SMOOTH MEET SIDEWALK TeL 2126£96093 Fax Mz 56131 UNLESS OTHERWISE NOTED o Lj TRANSITION 1/4"-i' MAX. 707 State Road,Princeton,N108540.1434 Y-� SGEWALK iw T.I:a9969ae169 Fev60EU888 060 TYPICAL I 4'-� I'm� w $3 - _ ,:. -TYP• a4" L J THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND vv o 0 0 0 0 0 0 ov 0- EXPANSION JOINT AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. '� _ ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS s•- GEOTEXTILE FABRIC, EXPANSION JOINT OPTIONAL CONSTRUCTION JOINT CONTRACTION 3m v v o 0 a 0 0 0 D o v MIRAFI 140 AROUND JOINT EVERY 4' SEERDETAIL "B" "� SECTION B—B ARE PROHIBITED. Iwv I ENTIRE CIRCUMFERENCE SEE DETAIL "A" .DETAIL ",4' OF LEACHING BASIN PLAN B SIDEWALK DRAWING TITLE: JOINT SEALER BUILDING BUILDING ��w o0 0 0 0 0 0 0 0 00 4" POURED CONCRETE ~ / A ::;::: :aa A SIDEWALK CIVIL DETAILS wG1 veo;ee ;;a RAMP 5' MIN. RAMP aha 6x6 - W1.4xWi.4 W.W.F. OP.) a 1;12 MAX;'se a ;;1F12 MIAX. a SURFACE 1.1 vo 0 0 0 0 0 0 o vv •� 7R —+n.::' 99w� j 2 1 v v r= 0 0 0 0 0 o v v o DRAWN BY: DATE: 12117/07 iima vo o a a o c o o vv I" 11 i. COMPACTED GRANULAR SUBGRAOIE :,. ' . . '•� CHECKED BY: SCALE: AS NOTED e MIN. a— ' S' MIN. CONCRETE CURB JOINT ACTION CURB SECTION A—A a 1 / B� PAVEMENT FILENAME: T L 1/2"x3 3 4 LG SURFACE � EOS W yo 207100 Delalls SECTION A—A 1�2: MIN. ABOVE GROUND WATER EXPANSION JOINT PLAN SECTION A—A cZO� JR5 NUMBER: 207100 DETAIL "B" 1f * 07200 LEACHING BASIN SEE CIVIL NOTES, THIS SHEEP SEE CIVIL NOTES, THIS SHEEP w r T P SLAB AND FRAME & GRATE CONCRETE SIDEWALK DETAILS SIDEWALK RAMP DETAILS 2s ro 5 SHEET NUMBER: N.T.S. N.T.S. N.T.S. PROF SSIONP�, V 6 0 1 KEY PLAN: S O REINF. RUBBER HOSE 12 GA. WIRE - TWISTED AND LEFT L005E 10 4" DEEP SHREDDED BARK -10 MULCH `t 2 CEDAR STAKES - DRIVE AT v ANGLE AND DRAW VERTICAL 6" SAUCER TREE WRAP - ONLY WHERE `"- - REMOVE TOP 1/3 OF BURLAP 11= AND ALL WIRE AND NON- - REQUIRED BY LAND. ARCH. IIII :: - a III BIODEGRADABLE III NON- I[— MATERIALS - - - - - - i P SHREDDED BARK MULCH it ' -- , III IT II SII . III= SECTION: 143 BLOC3 LOT: 33.2 TOPSOIL BACKFILL - MIN. OF K GROWN OF BALL TO BE SAMETI=1TI=1i1=1Tl=til-111=1ipIi1=1L= —T�IITr 50% OF SOIL TAKEN FROM HOLE -I_II=111411=III=III=III=III=11 L-III=11 - =III CONSULTANTS: LEVEL AS IN NURSERY _ _ _ _ _ _ _ 6" SAUCER 2 TIMES BALL DIA COMPACTED SOIL PEDESTAL �j EX SITNG ZELKOVfa ." 0u llI WILLIAM (BUDDY) JOHNSON 2 Y REMOVE TOP I/3 OF BURLAP SfRU �L7�NT1 N� � � I L LANDSCAPE ARCHITECT ' I L I I� I-III-I AND ALL WIRE AND NON—5 ' - BIODEGRADABLE MATERIAL 555 MEADOW CT. UNITI I N p�N ?10 1 2-ZS iliiili ,. llillil SOUTHOLD , NEW YORK 11971 TOP501L BACKFILL, MIN. OF PHONE:631-765-1793 r'� ISI- r.. ,2a;a;.e:2?.2 t<';??<>�•' `: ;.3; III-III 50% OF SOIL TAKEN FROM GAX:631-765-1839 /\ .' / q - - -92_ _ III .- 1=ITI=IT=II=III=ITI=ITI=III=1i =�I�iJ U - , ' - - -- =Il HOLE =ll1=221 hj-III=ID4IL-llH 1111 Hll=ill= COMPACTED 501L PEDESTAL 2 TIMES BALL DIA. --� REINF. RUBBER HOSE SAVIK o MURRAY, LLP SEED PLANTI NO DETAIL 12 GA. WIRE TWI5TED AND LEFT CONSULTING ENGINEERS I L005E 21W SMfIFRpWN hVENVE 5VVE 5,gONNOHHOtM,NEW YOgK t1P9 " " VOICE.E3Nfi]-PIS -WWWSpV114WOMURMY.COM-FFIFWHHI-)6qp ANGLEAAND DRAW VERTIGALT u, p \` 4" DEEP SHREDDED BARK SEE _9fi I MULCH 7" I - _ - \ I IIIO-JG GROWN OF ROOT BALLTO BE _ SAME LEVEL AS IN NURSERY i , I , 6" SAUCER COMMENTS: REMOVE TOP 1/3 OF BURLAP 2DATE DESCRIPTION Ir = WIRE AND NON- 0-MP AND ALL ii nl l BIODEGRADABLE MATERIAL ? ? [L=III- 1 :r L1= TOPSOIL BACKFILL - MINIMUM OF ' , _ 2 QG ry III=III ;•��,,.;,�.,Y;y,,�, .,;,� '^1=LI=1_ 50% OF SOIL TAKEN FROM HOLE Q °j III-III=III=III-III-II -116111--IIRII-LIIIIIIII_TI COMPACTED SOIL PEDESTAL I I �' v, � _ III=III I-III-III-I=III-111_111 I- - _ I ', ,' � / �-. I �114iL=JT1=iIL--iIL-JI611- L4 Lr�IIH-fL ,\' 2 TIMES BALL DIA. " ' 20-MP - VEROREEN TREE FLANTINO DETAIL REVISIONS: 28-�� ,3j 20-Jr, REV. DATE DESCRIPTION I , F,LANTI Nr_5 NOTES II 2-VR W I. ALL PLANT MATERIALS TO BE OF H16HEST QUALITY NURSERY GROWN STOCK. tu 1 \ ILI -IG Ih- 2. REFER TO ENGINEERING DRAWIN65 PRIOR TO ANY EXCAVATION FOR LOCATION OF MECHANICAL AND UTILITY LINE5 AND STRUCTURES. IF ANY CONFLICT EXISTS, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED CHANGES. -r-PH 1-A � s4 I ,. 9F. I-AG 7-I6 � � 4F-QG I— 3. ALL PLANT PIT5 TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 q FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. ", --U 1500 -C ; 1200-ECS 4. ALL TREE FITS AND 5HRU5 BEDS TO BE MULCHED WITH 4" DEEP FRESH MILLED 4-TN SHREDDED BARK MULCH. CLIENT INFORMATION: 5 ' I 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. ' 2-IG 3-1 �JPMorganChase 14-IG ++ 30-H 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER ' v PLANTING. PROPOSED++ BANK + P6-GA O , N ��' T. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN NEW BRANCH BANK + ' _ `+ 9 - SHALL GOVERN. J —,/ 10300 MAIN ROAD + H. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER 10300 AIN NY 11952 i r REC;a/1RED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. MATTTOWN OFSOUY 1195 I 11. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. °' +\•+ " _ _ , +� + 6.; DRIP IRRIGATION 15 TO BE INSTALLED WHERE P05515LE. ALL IRRIGATION COMPONENTS AND ' - + �� _ _ _ " �•`\ 1, INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE S FEDERAL CODES. j j� 10. ALL PLANTS WHICH DIE OR BECOME D15EASED SHALL BE REPLACED BY THE rr J R S ARCHITECT, P. C. 21-GAI-Q 181 East Jericho Turnpike,Mineola,NY 115012032 Fev:51fi-2941669 T\ 38-PA�` I I. ALL MEN SEED AREAS ARE TO RECEIVE 4" MIN. OF TOPSOIL. TN:516-294166630 West 24th Street,3rd Floor,New York,NY 10010 TO:212 J29 M Fa 2126156721 12. ALL SEED AREAS ARE TO .F SEEDED WITH 5 POUNDS OF FESCUE VARIETY 707 State Road,Princeton GRASS SEED PER 1000 SiQ.FT. ,N108540..: TN'6096689]00 Fa'fi096B69p60 y UL - PLANT L I ST THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. QUAN. KEY BOTANICAL NAME COMMON NAME 511m REMARKS ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED + I -:'..99 -`- ^~•• a v a a v =� _ _ -� ' , 12 QG QUERCUS GOGGINEA SCARLET OAK 3-31/2" GAL. FULL HEAD, WELL BRNACHED 4 Z5 ZELKOVA SERRATA JAPANESE ZELKOVA 3-31/2" GAL. FULL HEAD, WELL BRANCHED + , , 8 AG AMELANGHIER CANADEN515 SERVICEBERRY 1-110' HT. FULL, WELL BRANCHED DRAWINGTITLE4'1 CA : 7100 EG EUONY�!-915 FORT IVORY HALO LRAIVS IVORY HALO DOGWOOD 21/7-5' HT. FULL, WELL BRANCHED LANDSCAPE PLAN , R CREEPER I &A POTS FULL PER SQUARE FT. I ' SH HH HEMEROGALLIS HAPPY RETURNS HAPPY RETURNS DAYLILY 16,AL. POTS FULL AND DENSE 25 IG ILEX A GONVEXA CONVEX LEAF JAP. HOLLY 24-30" SPD. FULL AND DENSE BLUE &I ++ 6 IB ILEX BLUE GIRL BLUE 61RL HOLLY 5-6' HT. FULL AND DENSE TO &ROUND DRAWN BY: WWJ DATE: 03-2o-0e n — 42 JG JUNIPERUS PFITZERIANA COMPACTA COMPACT PFITZER JUNIPER 24-30' 5PD. FULL AND DENSE 26 16 ILEX &LABRA INKBERRY 24-30" HT. FULL AND DENSE CHECKED BY: WWJ SCALE: 1^=20' 66 MP MYRICA PENSYLVANIGA BAYBERRY 24-30" HT. FULL, WELL BRANCHED l3 PA PENNISETUM ALOPEGUROIDES FOUNTAIN GRA55 3 GAL. CONT. FULL AND DENSE 38 PH PENNISETUM HAMELIN DWARF FOUNTAIN GRASS 2 GAL. CONT. FULL AND DENSE .18 OF rve , FILE NAME: 54 TN THUJA NIGRA DARK AMERICAN ARBORVITAE 5-6' HT. F 2 R ULL AND DENSE TO GROUND e'�p M �y, yo — — _ VVIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 21/2-5' HT. FULL AND DENSE yea v ' t z * - GLEAN FIRST �✓O' OF WOOLS OF DEBRIS AND AND DEAD MATERIALS JRS NUMBER:� G`V s2oo ' - _ • DENOTES EXISTING TREES TO REMAIN: + �I i - c+ �\� - �I PFO NO 758 VAS SHEET NUMBER: �gNDSCAPE P C6.01 KEY PLAN: 500' RADIUS MAP TAX MAP NO ADDRESS OWNER SCALE: 1"=100' 10095 ROUTE 25 MATTITUCK PLAZA, LLC. 142-1-26 MATTITUCK, NY 11952 P.O. BOX 77 MATRTUCK, NY 11952 9945 ROUTE 25 GAMA PROPERTIES-BEER INC. 142-1-27 MATTITUCK, NY 11952 320 FRONT POND RD. OLD BROOKVILLE, NY 11545 N 00 i ....... fts � 25 MARLENE LANE CROBERT A. P.O. 143-3-7 MBOX SECTION: 143 BLOCK: 3 LOT: 33.2 ATTITUCK, NY 11952 P.O. do / %bMAMATTITUCK, NY 11 71952 CONSULTANTS: do � 510 BAY AVE. FASZLLYVSKI, JOSEPH JR. N 143-3-10 MATTITUCK, NY 11952 510 BAY AVE. ' \ - MATTITUCK, NY 11952 / 143-3-11 580 BAY AVE. STEINHARDT, CHRISTOPHER \ ' MATTITUCK, NY 11952 10 MAPLE ST. GARDEN CITY, NY 11530 MOYER, BALE 143-3-12 650 BAY AVE. WAGNER-MOYER, STA S"K o MURRAYCY L , LLP D. 142-1-26 MATTITUCK, NY 11952 650 BAY AVE. CONSULTING ENGINEERS c3O 1 MATTITUCK, NY 11952 2150 SMITHTOWN AVENUE.SUITE S.RONKONKOMA NEW YORK I TA9 VOICE:631467-7775-WWW.SAVIKANOMIIRRAY.CCM-FAIT 31-1P786 '0 ,..i 730 BAY MALECKI, JENICE L. • 143-3-13 MATTITUCK, NY AVE.E. 170 BROADWAY UNIT IS. MAIN R ppp BROOKLYN, NY 11211 142-1-27 Mp ` FLAMM, GERALD 143-3-14 790 BAY AVE. FLAMM, IONA B. MATITUCK, NY 11952 790 BAY AVE. COMMENTS: MATTITUCK, NY 11952 DATE DESCRIPTION ZAHRA RICHARD 02/28/08 BLDG DEPT SUB 143-3-29 445 MARLENE LANE ZAHRA MARIA 03/24/08 PLANNING BD. SUB MATTITUCK, NY 11952 23 WOOD AVE. 143-3-33.3 ALBERTSON, NY 11507 1 305 MARLENE LANE SKURO, ROSE 14,7-3-30 305 NE MATTITUCK, NY 11952 MATTITUCK,L NY 1ENE 1952 REVISIONS: 143-3-10 COLLINS WILLIAM T. REV. DATE DESCRIPTION ' ` O 14;7_3_37 MATRTUCK, NY 11952 82 NEW HIGHWAY 225 MARLENE LANE COLLINS KATHLEEN R. COMMACK, NY 11426 I 143-3-31 143-3-33.2 143-3-11MATTITUUNEXCELLED LLC 1 143-3-33.2 MATTITUCK, ROUTE 25 300 EASTWOOD OR. CK, NY 11952 CUTCHOGUE, NY 11935 ' = 143-3-12 IPUMILLO, JUDY 143-3-30 10470 ROUTE 25 143-3-33.3 MATRTUCK, NY 11952 210 PAT LANE CLIENT INFORMATION: MATRTUCK, NY 11952 ' ' 743-3-13 _ Q g YJPMorganChase I 143-3-29 143-3-14 ' NEW BRANCH BANK 10300 MAIN ROAD ., MATTITUCK,NY 11952 TOWN OF SOUTHOLD W ' A JRS ARCHITECT, P. C. ` 181 East Jericho Turnpike,Mineola,NY 11501.2032 V) Tet 5162941666 Fac 5362941669 30 West 24th Street,3rd Floor,New York,NY 10010 Tek 212849-0063 F66:2126466741 707 State Road,Princeton,NJ 08540.1434 T6Lm"IRPD100 F66:60%666060 Olf THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND R/LEY AWMIF AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. .00 OOOP DRAWING TITLE: / RADIUS MAP DRAWN BY: DATE: 12117/07 CHECKED BY: SCALE: AS NOTED OF NEW FILE NAME: p5 E. ,tyC.Q� 207100 Align JRS NUMBER: 207100 07200 G z SHEET NUMBER: 261 �pk fES510NP�'�� C7 . 01- KEY PLAN: 0" 2'_4" 16'_8' 18•_8° 28'_b° O ell in II O WOG ,1 �» BOG J BeCM — — SECTION: 143 BLOCK: 3 LOT: 33.2 co O O O -- I LL©INE A® D.D 9 Y�I ��y) -'l III • O L _ CONSULTANTS- L7 13 DRIVE-UX ELe I TELLER 10 I I LO AT ROO➢'i m N // 2 I J / ATM (=C:C — I s —MF RT ONE J �'� O i 1 Check pesk / � � (b ELECTRICAL 0___0 0 i ❑ • DATA I m TRA®AN COMMENTS' DATE DESCRIPTION L055Y L 02/28/08 BLDG DEPT SUB ® a e 03/24/08 PLANNING BD. SUB In I Iv I I � vEST©LE ( CCR 02 ❑ ❑ GGR "3 ❑ ❑ SGCR "2 SGCR "I (dp ❑ O O ❑ I PRIN2 ER • L I '? REVISIONS REV. DATE DESCRIPTION F O O `J I Tim CORRIDOR © m CLIENT INFORMATION GGR 04 sccR 03 I 1 �JPMOrganChase v ❑ ❑ I❑ TOS ( '? NEW BRANCH BANK ` FILE ODM p WOMEN'S TOILET MEN'S TOILET - 10300 MAIN ROAD MATTI / m TOWN OF SOUTHOLD o T O OS ❑ Li _ I I� JRS ARCHITECT, P. C. 181 East Jericho Turnpike,Mineola,NY 11501.2032 Te1:81629LMffi F.,51&294U!59 30 West 24th Street,3rd Floor,New York,NY 10010 Tel:212-9290093 Fu:21M,15 721 707 State Road, Princeton,NJ 08540-1434 Te! 6096889100 FaR:6096889060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. V ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 2'-4" 16'-0" I'-0" 16'-0" ARE PROHIBITED. 2'-8" 10'-4" 38'-0" 3'-8DRAWING TITLE: �"7 e MECH FIRST FLOOR 11 7 19 FURNITURE PLAN DRAWN BY: ER DATE: 12/17/07 CHECKED BY: KG SCALE AS NOTED FIRST FLOOR I I-URNITURE PLAN N ' I/4"•I'-m• c`Q`�ED A_Cf,, s„ FILE NAME: \� �""°"m��'i°" A1.07-FURN.DWG Y _ o JRS NUMBER l`h f3° 07200 A , SHEET NUMBER. o p1 A': s^r _ A1.07 h T/TOWER ELEV. I KEY PLAN 125'-10" fa B 12 12 1125 D 1125 221_411 I2'-11„ h B/ROOF SOFFIT 119'-4" h T/PARAPET ELEV. IIT-0" E_/ I IL SECTION: 143 BLOCK: 3 LOT: 33 2 h CEILING HEIGHT Drive-Up ATM B/CANOPY ELEV. CONSULTANTS: /l T/WINDOW MULLION l _ /rT . 1101_8„ TYP. i T/O CAST STONE I �/ / 9 NOTE: MAINTAIN 5'-0" 'i /i DIMEN51ON FROM FINISH 103'-4" GRADE ELEV. TO SLAB ELEV. BOTTOM OF DRIVE-UP 8 Ell CANOPY FOOTINGS- SEE T/ 100'-0" 4 CIVIL SHEETS I I I I � � C ij COMMENTS: DATE DESCRIPTION REFERS ro KEYNOTE 02/28/08 BLDG DEPT SUB GICALEs 1/4u-l'—Vu SIDE ELEVATION (WEST) y 03/24/08 PLANNING BD. SUB I. ASPHALT ROOF SHINGLES, CERTAINTEED INDEPENDENCE SHANGLE WEATHERWOOD. 2. RED SUNSET BRICK, 150 BLEND. 3. PREFINISHED METAL GUTTERS, 6" W. x 4 3/4" DEEP. DOWNSPOUTS, 4" W x 2 1/4" DEEP- GRAY TO MATCH ROOF. GRAY FASCIA. 4. CAST STONE TRIM. B. CAST STONE, 16" DEEP. 6. HOLLOW METAL DOOR 4 FRAME, PAINT COLOR 5W 6053 "REDDENED EARTH" -1. ALUMINUM 4 GLASS WINDOW. REVISIONS : S. ALUMINUM AND GLASS STOREFRONT ENTRY, 9. SAVANNAH STONE BASE (ROCK FACE). REV. DATE DESCRIPTION 10. FLUSH KNOX BOX LOCATION. It. CAST STONE CAP. 12. WOOD GATE. 10'-4" 9''�4" 6'-6" 12'-234 3'-1" 16'-5° 13. METAL CAP, PAINT TO MATCH MASONRY. T/TOWER ELEV. 1 � 125'-10" 4 � a4 EXTERIOR FINISH SCHEDULE MAVlFAC71.IF;sR DIMENSIO A- METALS, INCORPORATED(DMU METAL ROOFING PRODUCT NUMBER: IL2016 (OR APPROVED EQUAL) CLIENT INFORMATION: COLOR: AKZO NOBEL COATINGS INC. ROYAL BLUE LG TRINAR KLIY45924 (SRI-31) h B/ROOF SOFFIT i I SOURCE: DIMENSIO58 KLEMA DRIVE NORTH AL METALS, C JpMOrganChase 119'-0" REYNOLDSBUI OH 43068 3 3 h T/PARA'ET ELEV. F.. 0)828-1510 F (7144 0) 921-3319 � IIT-0" CONTACT: PHILIP L.GASTALDO NEW BRANCH BANK MANUFACTURER FFG INDUSTRIES, INCOR=bRATED ' PRODUCT NUMBER: FLAT GLASS:EXTERIOR WINDOW GLA55 LOW-E GLASS TYPE LEAD-I 10300 MAIN ROAD LOW-E GLASS TYPE LETG-I MATTITUCK, NY 11952 2 TOWN OF SOUTHOLD TYP. INSULATED GLASS UNITS: TYPE IG-1/AG-1 5 DESCRIPTION:FLAT GLASS: FLOAT TYPE, ANNEALED CLEAR h CEILING HEIGHT FLOAT TYPE,FULLY TEMPERED,CLEAR 110'-10" (COATINGS ON INNER SURFACE) JRS ARCHITECT, P. C. T/WINDOW MULLION INSU ATED DOUBLE W/GLASS TO ELA5TOMER EDGE SEAL,GAS 181 East Jericho Turnpike,Mineola, NY 11501.2032 Fa. 6162 9 T/DOOR ELEV. II FILLED, REFLECTIVE COATING Tel:53&290.1666 416 6 9 1 00 MAIN ROAD SECOND SURFACi 30 West 24th Street,3rd Floor,New York,NY 10010 Tel:212-929-0093 Fe. 212£456721 MANUFACTURER: ACME BRICK COMPANY 707 State Road,Princeton,NJ 085404434 C BRICK: PRODUCT NUMBER: DENTON I50 - "RED SUNSET" Tsl:W 6&9100(OR APPROVED F 6o9ce9aofio DESCRIPTION: FACING BRICK: ASTMUC 21& TYPE FBS THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 9 ST STONE GRADE SW AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. T/O C 103'-4"ACONTACT MANOR FOR LOCAL REP. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS B PHONE REP: M5. BURDEAN 7HOMP50N / / / �/ PH (888) 635-2263 ARE PROHIBITED. T/SLAB 4 I i /� 100 -0" ELEV. MANUFACTURER: HARVEY CEMENT PRODUCTS INC. DRAWING TITLE: STONE VENEER 16030 PARK, AVE. HARVEY, IL. 60426 EXTERIOR ELEVATIONS __ ___ __ PRODUCT NUMBER: SAVANNA STONE CAST STONE CONTACT: ELLICEHERMAN P. (108) 333-1900 CRAIG KICK L P. DRAWN BY: DATE: 12/17!07 (108)822-3901 SCALE AS N — — j — — CHECKED BY. OTED L MANUFACTURER KALLNEER COMPANY, INCORPORATED. FILE NAME: STOREFRONT SYSTEM: PRODUCT NUMBER: TRIFAB VG451T �mwc=^"''"*nom, TRIFAB V5451 (OR AFPROVED ECUAL) DESCRIPTION: ALUMINUM FRAMED 5TOREFRONT: FACTORY R �F FABRICATED,FACTORY FINISHED ALUMINUM FRAMING MEMBERS WITH INFILL,RELATED ," („ `i JRS NUMBER: FLASHINGS, ANCHORAGE,AND ATTACHMENT 1' 07200 DEVICES. 2 FRONTELEVATION (NORTH) ALUMINUM FRAMING: 2" x 45" TUBULAR ALUMINUM SECTIONS, LL THEWALLY BROKEN WITH INTERIOR SECTION LE" SHEET NUMBER ECAI/4 .I ® INSULATED FROM EXTERIOR, DRAINAGE HOLE, /!!; II w 0 J AND INTERNAL WEEP DRAINAGE SYSTEM. L 7 GLAZING STOPS: FLUSH KEY PLAN: T/TOWER ELEV. 13 A 125'-IO" 12 12 II 1/4 QII 1/4 G F E p B/ROOF SOFFIT 13 119'-O" T/PARAPET EL $ T/CANOPY ELEV. 115'_8:: Q �A 2 SECTION. 143 BLOCK: 3 LOT. 33.2 TYP. CONSULTANTS. h E3/CANOPY ELEV. I 7_1CEILING HEIGHT 110'-IO" T MULLION/WINDOW IIO'-8" 7 NOTE: MAINTAIN 5'-O" DIMENSION FROM FINISH T/O CAST STONE GRADE ELEV. TO 9 I 133'- 4' BOTTOM OF DRIVE-UP 4 T/SLAB ELEV. CANOPY FOOTINGS- SEE1. CIVIL SHEETS (33'-3° 1 I — — — —I _— — — -- — — — _ L -- _ - - - - - _ _ - __ - - - - (- COMMENTS: DATE DESCRIPTION < �I REFERS TO KEYNOTE 02/28/08 BLDG DEPT SUB v 03/24/08 PLANNING BD. SUB SIDE ELEVATION (EAST) I. ASPHALT ROOF SHINGLES, CERTAINTEED INDEPENDENCE 5HANGLE SCALE, 1/4•ll1'-0" WEATHERWOOD. 2. RED SUNSET BRICK, 153 BLEND. 3. PREFINISHED METAL GUTTERS, 6" W. x 4 3/4" DEEP. DOWNSPOUTS, 4" W x 2 1/4" DEEP. GRAY TO MATCH ROOF. GRAY FASCIA. 4. CAST STONE TRIM. 5. CAST STONE, 16" DEEP. 6. HOLLOW METAL DOOR 4 FRAME, PAINT COLOR SW 6353 "REDDENED EARTH". I 2 3 32 3.5 1. ALUMINUM 4 GLASS WINDOW. REVISIONS: 8. ALUMINUM AND GLASS STOREFRONT ENTRY. T/TOWER ELEV. I S. SAVANNAH STONE BASE (ROCK FACE). REV. DATE DESCRIPTION 10. FLUSH KNOX BOX LOCATION 125'-IO" 11. CAST STONE CAP. 12. WOOD GATE. 12 I 13. METAL CAP, PAINT TO MATCH MASONRY. I I 4D 4 I B/ROOF SOFFIT 119'-O" I 3 13 T/PARAPET ELEV, CLIENT INFORMATION, Y Ili T/CANOPY ELEV.lo 5'-8" PMorganChase NEW BRANCH BANK B/CANOPY ELEV. 10300 MAIN ROAD 5 � � IIID'-8" TIOWN OF SOUTHOLD 2 2 7 TYP. I� JRS ARCHITECT, P. C. 181 East Jericho Turnpike,Mineola,NY 11501-2032 IO � � Tel:61&29L1966 Fax:61&]941Gfi9 _ 30 West 24th Street,3rd Floor,New York,NY 10010 T/O CAST STONE Tel:212929-0093 Fex:21z-sessTxl 133'-4" 707 State Road, Princeton,NJ 085401434 ELEV. 4 / ® Tel:60950&9300 Fa,:60969&9060 T/SLAB - THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED ATZ DRAWING TITLE. _ _ I EXTERIOR ELEVATIONS DRAWN BY: DATE: 12/17/07 CHECKED BY SCALE: AS NOTED ELEVATION AT �Pm° ^ .,h FILENAME: C 2 REAR ELEVATION (SOUTH) 3DRIVE UP TELLER SCALE, 1/411.1'-0" SCALE, 1/4'-I'-m° JRS NUMBER: SHEET NUMBER s; A2.02 KEY PLAN: L IGbTINC-z SCHEF-) SLE 4 e- 'M50L LIST SYMBOL / SIZE =5H MODEL LAMP REMARKS DIM. ZONE XM-250-MH-120-3S-AP-STELA (♦ A1050-AP-STELA Metal Halide EXTERIOR LIGHT POLE OLE: ASX5TISWBZ-AP-STELA SINGLE HEAD LIGHT 1 / W R� �� XM-250-MH-120-3S-AP-STELAONE AI050-AP-STELA EMERIOR LIGHT POLE W / 'I �\ OLE: ASX5TISWBZ-AP-STELA Metal Halide j 40 DOUBLE HEAD LIGHT j ONE j �/ SECTION: 143 BLOCK: 3 LOT: 33.2 T ONE/ CONSULTANTS: N4 ti 4 $° ° 9, A" "?° $° $° O V{,!'''^_4y�° 0.'• A ` , P P $' R` V $' Vy i ji #ib }° $z a ; $1 $5 $9 's $¢ � P P° a° P° V 4° G° {f'`^�YJ°. P� $�..9F 9+••sa•V' V R R' V $` v' P P' 9' p9° 9 }b '4° $z $bA° °� }" }° Y" i�' V3 V° `l° V° 9p P Y° m }ro3 G " 4h 4 VF ° Co • I$ $ � » } } x` # $ I$b ?" x x° s ? $ d � ?° Iib �$" �} v` Q v ?° $p ti AZO "l $y 5h -`.-- 4° 4B61 2 COMMENTS: $° $�—P$ 3a $p a }" > }" $b T' $' ;•6 ?h $' }° $ '$ $° P $° v + v a � DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 9 P 03/24/08 PLANNING BD. SUB ¢° y $' 4 $ $ I `!` $ e g ,# }y }n }� }w .� M1^ '?' $ III 4 '. $ . 1' '}. ,fn' '�'�9. ."# • },'. .FY.. .r1. �y °# $^ } $_' $ $ Y `?' $ $ O�XL k,:Afb o REVISIONS: �° $4 $° ` a v� v + b } }q $4 $' }h , , , $4 g $ b ° �h $ g $° REV. DATE DESCRIPTION WELL C a 0 s a a u' a $ a T' ay a° a` a` $� °(t,V-A�' $ PROPOSED BANK $ $p �:p '•...i" c g a $4 v a P 1° ti $ ?° ti ' }' ° T�' T ti T T` $' }^' v' $ 4h $y $ $ 4.200 S.F. ti 4 }° $ F.F. EL. 98.20 SEE As-I FOR SCHEDULE SII DIA. BOLT CIRCLE STEEL POLE CLIENT INFORMATION: BASE PLATE $° 4h . � • $ $ $t 4b $F ?b } $y $ VERIFY BASEPLATE ��JPMorganChase u e 1° c Q $' 1' $ ° ?" ti x $" ti }' $° $b $' . $ `$ $ $ $ v $" $` $" }' x' ^+" °. s° x" � x° PRIOR TO SETTING I¢gpJ�1 q ,j ANCHOR BOLTS V° $^ }p 11h2 Y p ?3 »'�i k P° f 41y % 5911�i �+ } �' $' oV 14' V' 44 V° ti �r ^ A SEE AS-I FOR BASE PLA TE DETAIL NEW BRANCH BANK SCHEDULE --' $y � 4b }'�v'�$p $"' s' a° } ^ >� a' s' �" �° $b $' y I g v $ $ $ 6CALE. N/A 10300 MAIN ROAD X ro NOTE: MATTITUCK, NY 11952 $ I. CONTRACTOR SHALL VERIFY TOWN OF SOUTHOLD SOIL BEARING CAPACITY °jo"aIo 0 PRIOR TO INSTALLATION. IIE FOUNDATION DESIGN IS BASED ON A 2000 PSF � SOIL BEARING CAPACITY JRS S ARCHITECT, P. C. •S^ 181 East Jericho Turnpike, Mineola,NY 11501.2032 Tel:51929416fifi Fm:51 2941669 $ $ $ $ 30 West 24th Street,3rd Floor,New York,NY 10010 i 1/1" DIA. CONDUIT SEE PLAN DETAIL A FOR ADDITIONAL Tec 2229299066 Fm:2u 4"721 TeSTUB-UP BASE PLATE INFORMATION 707 State Road,Princeton,NJ 08540.1434 (PROVIDE '2'g $° $ a $' v $'' v .n c a•:g a a $? a u $ c a ' �' g g v" . v ` a v $p a° a EA. 61DE e 6096969266 Fu:6096969060 vp c $° II ° ° ° $' » a a a v a 9 44 Q a g WHERE NECESSARY) GROUT $ $ $ $ $ $II $ $ $ � 6 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND $ $ $ --� $ $ 4 $ $ $ $ $ $ $ 4 $ $ $° $ $ $ }p $ $ AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. 4° $p a $p 4 ti a 0 CONCRETE 2'-6" Q ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ((� $° a s $° s g $° a ti � v ti $° � a a g n CURB MIN $° 4° v 1° 4° $° $° d'I c° v $° V° 1° ?° ti ti P° m° a° 4° S° $° +° a ti a° g 1° s° 4° v° R° a° v° S'— 4° s v° a° ti 4 v° 4 �. Q ARE PROHIBITED, Q� 4 c�� Ilil_fll Il DLII LIrf II' C `5 � � � $° 1 4° � 4° � � �� $p � � � � °tJT� n DRAWING TITLE: PHOTOMETRIC (V 2 o POLE 'A' ONLY TYPICAL POLE FOUNDATION SITE PLAN _ 4,000 PSI CONCRETE T11 3/4" DIA. x 11" DRAWN BY: BWE DATE: 12/17/07 GALV. ANCHOR (5) 02 TIES a 12" O.C. BOLTS (4) 0 4 VERTICAL CHECKED BY: KG SCALE: AS NOTED ONE AT EACH CORNER IFILE NAME: n1 I I 1'-4" SQUARE OR 07200-Photometric.DWG 1`t I'-6" DIAMETER JRS NUMBER: I 1 PHOTOMETRIC PLAN I 1 LIGHT POLE DETAIL 07200 SCALE: I"=20.0' L 6CALE. N.TJ6. LPH=1 TNUMBER: LEGEND PROPERTY INFORMATION GENERAL NOTES KEY PLAN: DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD SECTION 143 BLOCK: 3 LOT: 33 2 1n j � CB AVE AVENUE SPECIFICATIONS AND STANDARDS. IL OHE R=90.84 BC BOTTOM OF CURB 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN 9 BW BOTTOM OF WALL ADDRESS: 10300 MAIN ROAD (N.Y.S. RT. 25) ADVANCE OF ALL CONSTRUCTION. � _ sa7a / MATTITUCK, N.Y. 11952 _ _ _ _ _ _ BLVD � BOULEVARD 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO /T � CB CATCH BASIN OWNER: ROY SCHOENHAAR START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE oHE N / CLF CHAIN LINK FENCE 1 COEFF COEFFICIENT 330 HOGUE,EASTWOODN DRIVE CERTIFIED C THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. oHE/ W � CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. %� - - _ _ _ _ - CPP CORRUGATED POLYETHYLENE PIPE T 9326 W 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE oHE/ 2 CONT CONCRETE APPLICANT JOHN EAST O T ARCHITECT, P.C. STATE UNIFORM FIRE PREVENTION & BUILDING CODE. 1V FIRE HYDRANT _/ ev oHE DEPT. DEPARTMENT 181 EAST JERICHO TURNPIKE 6 ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.I., 28-DAY STRENGTH. /1 \N 9324 +� �,1,' 91 y3 / 0 OR DIA. DIAMETER MINEOLA. NY 11501-2032 7, ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS / oHE 9457 W _ oHE D DRAINAGE AFTER, COORDINATE TROD TION IS COMPLE EE ALL�UTILITY LOCATIONS. ALL UTILITIES TO _ �} ' -�'' DMH DRAINAGE MANHOLE MUNICIPALITY: TOWN OF SOUTHOLD 8 AN T RE + 9416 PROPOSED CONCRETE CURB /'/ DC DROP CURB BUILDING USE: BANK T oHE W V „ ��^�� oHE UP/LP E EAST BE INSTALLED/RELOCATED BELOW GRADE. R=94.96 ,9`5`� °j / ZONING DISTRICT. B 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE 2' OFFSET FPR CURB � ,' EFF. EFFECTIVE T oHE f �5 N ' .y o EL. OR ELEV. ELEVATION LOT SIZE: 49,262.82 S.F. / 1.131 ACRES INSTALLATION OF NEW SIDEWALK. O1� i �� ' ✓' ELEC ELECTRIC FLOOR AREA 4,253 S.F. 10, OBTAIN A TOWN DPW ROAD OPENING PERMIT� / 5 • R�, 9562 oHE " ` PROPOSED SIDEWALK RAMP EMH ELECTRIC MAHNOLE 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED SECTION: 143 BLOCK: 3 LOT: 33.2 / \v • ,' 9389 92.96�g3 + N49�36'00"E EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W OR �N ROAp FUTILITY POLE g3;g \ �� D? I 8675, F.F. EL. FIRST FLOOR ELEVATION FRONT: 86' (100' REQ.) N,Y.S.D.O.T, PRIOR TO CONSTRUCTION. P l5_�- FT. FEET OR FOOT SIDE: 72.4' (25' REO. 50' TOTAL) 12. ALL TRAFFIC CONTROL DEVICES, IE. SIGNALS, SIGNS, AND PAVEMENT CONSULTANTS: + GA GAUGE REAR 11 T (35' REO.) MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES - -92_ _ _ 91 78 GV GAS VALVE OF THE N.Y.S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS l/ ,' ,' p; / �� .•.••�� - - ' GC GENERAL CONTRACTOR ITEM AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. CB ,' �� '•'•' , X e;% 94 LB.2 HP HIGHPOINT TOTAL LOT AREA 49,262 82 100% 13, THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL R=95.97 , y HYD HYDRANT BUILDING AREA FOOTPRINT 4,253 8.67% DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF LB.1 INFO. INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF PAVEMENT AREA 24,380 49.49% - I ASPHALT PAVEMENT BEGINNING SUCH WORK ALONG A TOWN ROAD, 4 9646 F INV. INVERT I LB LEACHING BASIN LANDSCAPING AREA 20 612.82 41.84% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE 969 H ..,.. ,` x4.52-kp0.6� ,� +9 ' 95 95 LP LEACHING POOL LOCATION MAP THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE gU5 STDP p G •'•'''^ WEED 'F- DRAINAGE 93.20+ L.P. LOW POINT NOTED ON PLAN Ggp55IAREA IT _ MAX. MAXIMUM N.T.S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION G oHE i 98 g2sz y - - 93 MIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS WM 9' , !- 9G 96 6' SAWCUT AND MEET EXISTING PAVEMENT ML F, MANHOLE tih O G OHE GRASS R=9701 '/ + I PROPOSED/CONCRETE SIDEWALK TC: 96J0 N NORTH SAVIK = MURRAY LLP g560 �+' + PROPOI 12' C.P.P. TYp.) BC: 96.20 NA NOT APPLICABLE - SURVEY NOTES s E� h 94.37 g�,46 �` NO NUMBER CONSULTING ENGINEERS H' m 97 TC: 9745 Y 1 NTS NOT TO SCALE Ag SUFFOLK AVE. 1 FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH 21MSMII AVENUE,SUITE 6,RONKONKOMA,New YORK f1n9 i 9's q}o2 + - _@C: 96165 8332 NYS NEW YORK STATE RTE. NEW ENGINEERING & LAND SURVEYING, P.C.. VO GE:esa�eT-me-vmw snmKANOmuaRAr cow-FAxeai-0aT-Taro 95,49 + TC: 97.00 TC: 97.25 93.02 + �1 N NYSDOT NEW YORK STATE pJE 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM +TC: 96.60' BC: 96.50 93.16 BC: 96.75 + IV 1 DEPARTMENT OF TRANSPORTATION SOUND SOUND NVE 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT 0 \ � OC ON CENTER TITLE REPORT MAY REVEAL. BC: 96.10, - ••••1 OD OUTSIDE DIAMETER d • �-A PROPOSED CONCRETE CURB 97 PROJECT 9P 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, OHE OVERHEAD ELECTRIC zI TC19 .30 �, 1 )L .4 LB.3 '`93,a6+ \ FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND / g7 PC POINT OF CURVATURE LOCATION LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY BC:`t95.80 ♦ 93,97 ♦ PRC POINT OF REVERSE CURVATURE Q +94,2y I p� �y NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL ASPHALT CURB � 196..02+ I TC: 97.07, , - -4480 AND HAVE ALL UTILITY PT POINT OF TANGENT Q-' BC: 96.57 I p PVC POLY VINYL CHLORIDE � �� "CALL BEFORE YOU DIG" AT (800) D, ♦ , �9 1 + 9 v LOCATIONS MARKED OR THE GROUND. PSI POUNDS PER SQUARE INCH F COMMENTS: CB ® Ia 1 , I 5 1 9459+ BC: 97.58 + 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, _ -, 43;50 R RADIUS BOBREINFORCED CONCRETE PIPE BLOCK 3, LOT 33.2. R=99. 8 s V,0• 9s z4 TC•97.85 I I moo' BC:97.35 NET RETAINING DATE DESCRIPTION 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT w , i m 97.85 I RD, ROAD K PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. EHLERS, DATED 02/28/08 BLDG DEPT SUB ,d I ■ ' ., rn 0Q' 7/31/2007. ,moi ,� I ■ , ,.` �' '- BC: � I REQ'D REQUIRED � �- I h CREAP. 03/24/08 PLANNING BD. SUB i ,� -■- , - TC:,97`75 LB.B RTE ROUTE Oc O^, J + C97.25 �' a, SMH SANITARY MANHOLE go PECON/C II m �, '� , I � LB.6 ' 94.a3 PROPOSED �" _ / � � � � ,�l�� = DRAINAGE CALCULATIONS: PARKING v , co\ �__ __ _ 01 I ^ S SOUTH OR SANITARY Q= Q I m , + SIDEWALK RAMP 1 , �� \` rnl I SF SQUARE FEET x 1 -ate Yo- ,' w.. ■ ST. STREET AREA I �' it ' ' -9S_ O^, 79.`97.70 �'" : TMH TELEPHONE MANHOLE PAVED AREA: 12,900 S.F. x 2/12 x 1.0 = 2,150 OF PROPOSED CATCH BASIN (TYP.) ` �,'l ; 4 ��-' +��4 BC: 97.20 -- +94'90 311 �� ; ( I I TSB, TRAFFIC SIGNAL BOX GRASS AREA. 4,469 S.F. x 2/12 x 0.3 = 224 CF 80 DRAINAGE PROPOSED 8° C.P.P. ROOF DRAIN TO TOP OF CURB TOTAL AREA. 2,374 CF/68.42 CF/VF (10'0 POOL) = 347 VF REDD ' ■ 95.65+ a • I < I TW TOP OF WALL PROVIDE: 5 - 10'0 POOLS X 8' EFF. DEPTH = 40 VF PROP SED C NCRETE CURB TYP.) ' ' ■ AREA I • I w , , li � < TC:�97.30 �� I NP TYPICAL d, +� ILB.7 . . I BC: 9 .80 / o VOL VOLUME 01.74 REVISIONS: m / 95. 4 , 1 , 1, - I N I WM WATER METER a I N I AREA II REV. DATE DESCRIPTION 10211 �� _, WN WATER VALVE " -PROPOSED` BANK '� ,' LB.9 I � I W WEST PAVED AREA: 4,392 S.F. x 2/12 x 1.0 = 732 OF 1 5-21-08 REVISED PER TOWN ABONDONED WELL CAP- 6,' ', +m ,96_ - - - - = 1- - 4,253 S.K a ` GRASS AREA: 3,254 S.F. x 2/12 x 0,3 = 163 OF / 7-/-z / / , / I F.F. EL+ 98'.20 I 9399 I TOTAL AREA: 895 CF/68 42 CF/VF (ITT POOL) = 13 1 VF RED D COMMENTS DATED 4-11-08 96 64 ss Js I I I I 2 7-1-09 Per Planning Det Comments Rom 5115109 `, TO 9775 + ,.. VPROPOSED PROPOSED 6ONCRETE�CURB 's I LEGEND PROVIDE 2 - 10'0 POOLS X 8' EFF. DEPTH = 16 VF 9 P / 101 _ 969 CONCRETE' SIDEWALK I v I I I w SYMBOL 3 9-28-09 Revised Drainage and Grading BC: 97 25 , + ` y... 9 ss 95 a DESCRIPTION 9� ss/4 96 911- - PROPOSED 10'0 LEACHIMGgSIN I "I , / EXISTING PROPOSEDAREA III 4 12.07-09 Revised Per Planning Board 11-16-09 Comments / I -a PROPOSED BUILDING GIANOPY ' EXISTING s I ,' I �, ) / PROPERTY LINE ------- PAVED AREA: 1,270 S.F. x 2/12 x 1.0 = 212 OF BUSINESS j � 'i ' +974 + EASEMENT LINE - - - - ROOF AREA: 2,655 S.F. x 2/12 x 1.0 = 442 OF �- GRASS AREA 750 S.F. x 2/12 x 03 = 38 OF CONTOUR LINE - - - - -99- - - - - 99 TOTAL AREA: 692 CF/68.42 CF/VF (10'0 POOL) 10.1 VF REQ'D 9760 -'- - "1`4 m "' I ./ � N BUILDING 97 51 + TC: 97.90 TC: 97.85 + TC: 98.20 LB.10\� _ _ - - - - PROVIDE. 2 - 10'0 POOLS X 6' EFF. DEPTH 12 VF CLIENT INFORMATION. I �` m BUILDING OVERHANG BC: 97.40 BC: 97.35 BC: 97.70 ` i TO: 97. 0 ,,'' / CURB (ALL TYPES) FF 97,15 , 7, BC:9730 PAVEMENT STRIPE 1 %90f1g �_ 97.15 ,\ 96.44 .\ J ; I / --------- AREA IV _IJPMor anChase 4-___ LE.111■ EDGE OF CONCRETE PAVED AREA: 5,345 S.F. x 2/12 x 1.0 = 891 OF , � , , �J I L`J C e6,yi PAVEMENT SAWCUT ROOF AREA: 2,558 S.F. x 2/12 x 1.0 = 427 OF �L ' 98 +97.92 + + TC: 98.45 I �I o TREE/VEGETATION LINE rvvvvv r GRASS AREA: 11,670 S.F. x 2/12 x 0.3 = 584 OF _ 97 80 9B, rn GUARDRAIL TOTAL AREA: 1 42 NEW BRANCH BANK Seo +� §e 9763 + BC: 97. 5 +96,54 �� I I - I �' - o o CF/68. CF/VF (10'0 POOL) = 27.8 VF REQ'D ` - - - '24- '', FENCE 4 - 10'0 POOLS X 8 EFF. DEPTH = 32 VF TC: 99.16 - 9032 9\ + °' • a-7 �� 10300 MAIN ROAD E 902 PROVIDE: DRAINAGE LINE D ••••• BC:98.66 I I `� MATTITUCK, NY 11952 100.05 _ < , TC: 98.16 - - ■ / cn m GAS MAIN G G BC: 97.66 LB.12 ■ TELEPHONE LINE T DRAINAGE TABLE TOWN OF SOUTHOLD - - - _ _ _ 09 �"? % YI OVERHEAD ELEC. LINE OHE BASIN RIM OR t INLET TC: 99.00 - PROPOSED CON9CiRErE �;`! _ - I N7,% 03'Op'� `� ELECTRIC LINE E NO. GRATE EL. INV. ww TYPE DESCRIPTION BC: 98.50 DUMPSTER'PAD, SEE DETAILS • - _ _ 9 WATER MAIN W W LB.1 94.15 91.65 8' CURB JRS ARCHITECT, P. C. + 9 93T` °j , _ i♦ - I 20. 0 SANITARY LINE S sa 35 DRAINAGE - _ _ ` e° ; w LB.2 93.75 91.25 8' CURB 181 East Jericho Turnpike, Mineola, NY 11501-2032 O Ttl:6162941666 Fee:6162943669 AREA IV _ i -a II I , PARKING STALL QUANTITY + LB.3 96.20 93.40 8' CURB 30 West 24th Street,3rd Floor,New Yark, NY 10010 10052 1 I + ` ss sa LB.4 96.10 93.30 8' CURB Tel:2129290063 Fav:2126966721 I _ I I 6761 a ` SPOT ELEVATION + 99.50x 97 LB.5 95.80 93.30 8' CURB 707 State Road,Princeton,NJ 08540.1434 LB.13 ' to + WATER METER © ® Tee6096666100 Fee:6096669069 '�- 98 -g8_ i r � 1, 99 98 LB.6 96.20 93.40 8' CURB I, 100 99'� � , ,I , . i,` WATER VALVE W LB.7 96.50 93.50 8' CURB v,• , `\ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND `99- CLEARING LIMITS I� . ` UTILITY POLE -0- LB.B 96.95 94.45 6' CURB CONNECT ROOF DRAIN AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. FIRE HYDRANT LS 9 96.60 94.35 6' CURB ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS I + R ARE PROHIBITED. \ I i i LB.10 97.30 94.00 8' CURB CONNECT ROOF DRAIN %O 9s a5 I I P oo DRAINAGE GRATE ® ® LB.11 97.00 94.50 8' CURB CONNECT ROOF DRAIN i I SIGN �- a LB.12 96,50 94.00 8' CURB DRAWING TITLE: \ i G 99 52-LONE 6 I I 93. 3 TREE LB.13 95.95 93.50 B' cuRe SITE GRADING AND DRAINAGE PLAN + 9e 11 + / DRAINAGE NOTES: � , . �\ 101,65 '` ' -_I` I I o 101 00 DRAINAGE STRUCTURES ® ® I® % I 1. ALL DRAINAGE PIPE TO BE 12" CPP, UNLESS NOTED OTHERWISE DRAWN BY: DATE: 12117/07 + I 2. ALL ROOF PIPE TO BE 8" C.P.P. UNLESS NOTED OTHERWISE 014e I ,- - i 9910 I I I N 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR CHECKED BY: SCALE: AS NOTED SANITARY STRUCTURES o OO FRAME AND GRATE, AT THE FACE OF THE CURB-INLET. SET /oz_ _ S 50'07'00" W - 5. - I „ 185.75' J I �`,,I �;v�, J FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT 1•� - - - - - - SOF NEWY 207E 0Gading N `x0'07'00" E + 10096 99'B2 85.75' I , �n\P p�p5 E. /yL,p 0ip/f' JRS NUMBER. 207100 + 10 .26 - + 99.14 7200 10202 0 mas ,. ,1 'c014 n inns,-1- + 'TT 7d9's 15 ! `, SITE GRADING AND DRAINAGE PLAN No62 SHEE[TANUMBER: -S OPRCFESS6 NP�.�"� V 2 . 01 SCALE: 1"=20' / KEY PLAN: VJ BRONZE LOCKING DEVICE � - T - Qj W/ KEY WRENCH SUPPLIED /SA z wA J s000000A000000000\\ A G 9000000000INLET N °HE / �cgSWRRYonI oHE W I I tin \\ ounET j oHE/ 1-1/2" LETTERS / 2 PENETRATING PICK HOLES FIRE HYDRANT / / W� - - - - - - ' - - - / 180' APART TOP X / 3 AHE/ ' TOP O OF FRAME CAST INTO CAST DATE IN UNDERSIDE HN E -W- - - - - - - - - oHE OF COVER /�pHE - AHE uP/LP PLAN R R=94 96 °H W c C� oHE FINISHED GRADE HEAVY DUTY CAST IRON FRAME SECTION: 143 BLOCK' 3 LOT: 33.2 J 27-1/6 AND LOCKING COVER TO GRADE N49'36'00"E UTILITY POLE � �� ,� `�,� 86.75' 26" SOLID RINGS ASREQUIREDCONSULTANTS: 25-3/6" TO BRING SEPT TANK T 8" MINIMUM TRAFFIC GRADE I AS PER S.C.D.H.S� 20" 20" 9 7-I/8 �I BEARING SLAB r ,� I �' - 2' - - - _ - MIN. -- N MIN. \o PROPOSED WATER, METER i •� \ 94 ' 9F �' PROPOSED RPZ4N HOT BOX ' '' 7 3/6" 8 m °J INLET , .. i 9p 25-3 4" �6,. w OUTLET 6"l � ' ' ''�• � " I � 24' MIN 4" DIA CLASS 2400 95 9s ASPHALT PAVEMENT / PITCHED EQUIVALENT o MIN. 4" DIA. CLASS 2400 / 6 •/ •- , , : I - 5-1/8" 5-1/8" / w FLOW PIPE OR EQUIVALENT r;. STOP <' �S 36., � ` 'v � BAFFLE PITCHED 1/8"-1' ' US p G GRI\SSI EE T G off 96 `. s - - 4„ WM ® �� 96 e SECTION A—A o i0HE GRASS R=97',10, SAVIK & MURRAY, LLP �o COVER DETAIL CONSULTING ENGINEERS 97 , /, N.T.S R1fi09.11.1 WNAVENUE,9UIT-,RM-KOMA,NEWYMKI1M PROPOSED WATER SERVICE - - - -� _ \® / SECTION voce e9»e>-mfi-www snwKArvomuRRAvcoN-Fwr m,Aer-Twa PROPOSED UNDERGROUND GAS SERVICE \ N S.C. D. H.S. 1 .200 GALLON SEPTIC TANK 97 a \�\ N.T.S. 0 4 1 J I97I a ASPHALT CURB - \ \9>z, o,� I `, "'g4� HEAVY DUTY CAST IRON FRAME ® �� I I , COMMENTS: AND LOCKING COVER J f ` ce I I FINISHED GRADE DATE DESCRIPTION INLE MIN. 4" DIA. 02/28/08 BLDG DEPT SUB : - • ' SOLID PRECAST TRAFFIC BEARING TOP SLAB 03/24/08 PLANNING BD. SUB PARKING v 'i , ' I �m\ , '•',I j g� �I I In VEE ® ® ® 99 9 DO S ®® PRECAST SANITARY RINGS (TYP) PROPOSED UNDERGROUND `, I r I N a ®® ® ® ®® _• ELECTRICAL SERVICE PROPOSED 8'0 X 6' EFF. —6" REVISIONS: J I FUTURE 1 I o I LL 20• EXPANSION DEPTH LEACHING,POOL t , / h, z COLLAR MATERIAL TO CONSIST I ` Mly POOL LP \'� Ir �- `^ '� E 3' MIN. REV. DATE DESCRIPTION I _ ""PfROPOSEQ- BANK I, ,' I U - ® ®® ® ® COLLAR OF COARSE SAND AND GRAVEL ABONDONED WELL CAP �i' II `, ��,g6- - Y 4,253 S.)F. a 9 az ® 1 5-21-08 REVISED PER TOWN O F.F. EL. 98.20 I I Ip ® ®® COMMENTS DATED 4-11-08 LP PROPOSED 8'0 X 6' EFF. 9 I I 2 7-1-09 Per Planning Dept Comments from 5115109 101 , ` _ ST . DEPTH SEPTIC TANK '` Q, I ; I 3 9-28-09 Revised Drainage and Grading 8'S- O 3' MIN. ABOVE _97_ _ - _ - _ ` I , GROUNDWATER 4 12-07-09 Revised Per Planning Board 11-16-09 Comments EXISTING o II 'j ,` ' 8 r HOUSE TRAP �, ) BUSINESS � ' , ` `P ,I BACKFILL MATERIAL TO BE , PROPOSED B'0 X b' EFF. ` ` I CLEAN SANG & GRAVEL ALLOWABLE SANITARY FLOW `DEPTH LEACHING/POOL — — � i �I , z w 6' MIN PENETRATION INTO VIRGIN � I 1 ' N z GROUNDWATER MANAGEMENT ZONE: IV ` \\ I I m 95-' I w STRATA Of SAND & GRAVEL CLIENT INFORMATION: Im ALLOWABLE FLOW FOR SITE 600 GPD/ACRE (600 GPD/ACRE) X (1,131 ACRES) = 678.6 GPD ' PROPOSED SANITARY SYSTEM. 'I I I S.C. D.H.S. SANITARY LEACHING POOL DETAIL SEE PROFILES AND DETAILS FOIR, PIPE L — —J I I , / N.T.S. ALLOWABLE FLOW FOR PROPOSED BUILDING: 'JPMorganChase AND STRUCTURE SIZES, THIS SHEEP. /�- I I / �' / BUILDING USE: BANK (NON-MEDICAL) 4,253 SF OFFICE X 0 06 GPO/SF = 255 18 GAL. BOO mh` \ g8 " - , _ - - , `ga,I 'I /' • NEW BRANCH BANK - - - _ _ _ _ ,-' - � � SEWAGE DISPOSAL SYSTEM DESIGN I PROPOSED SYSTEM 10300 MAIN ROAD - I I SEPTIC TANK LEACHING POOL SEPTIC TANK: MATTITUCK, NY 11952 REQUIRED: 255 GPD X 2 DAYS = 510 GPD TOWN OF SOUTHOLD RIM: 9723 RIM97.19 INV IN: 94.84 INV IN94.26 PROVIDED: (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPO \- -- I N7,%•03'Op°� `\ INV OUT:oI 94.34 DIA: 8' LEACHING POOLS:DIA: 8' DEPTH: 6' REQUIRED: 255 GPD/1.5 GPD/SF = 170 SF 20 .po' 11� JRS ARCHITECT, P. C. PROPOSED BANK PROVIDED: (2) TO X 6' EFFECTIVE DEPTH = 300 SF FUTURE: (1) 8'0 X 6' EFFECTIVE DEPTH = 150 SF 181 East Jericho Turnpike,Mineola,NY 11501-2032 F F EL 98.2D b1:61B-2941886 Fax:516-4941669 FINISHED GRADE D NOTE: 30 West 24th Street,3rd Floor,New York,NY 10010 Tel:212.919-00138 Fu:=] 64"721 `; I 97 / I I ; cu N '\ NO WELLS WITHIN 150' OF PROPERTY 707 State Road,Princeton, NJ 085404434 96 N Tel:609£68,9100F.:60956&9060 700 99 PROPOSED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND X99\ I / ' I t BUILDING AS SUCH ARE THE PROPERTY OF URS ARCHITECT, P.C. ` INV. 95.00 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED HOUSE TRAP i - I DRAWING TITLE: 0/_ _ _ \ 1�NE. B LF ® 2.00% SITE UTILITY PLAN ` , i • ' „ R�(}� I 4'0 PVC SDR 35 ` 8 LF @ 1.00% DRAWN BY: DATE: 12117/07 � . . i. 4"0 PVC SDR 35 CHECKED BY: SCALE; AS NOTED • i\r02- _ _ S 50'07'00 W 185.75' I I EL 88.26 FILENAME: - - ' 185.75' , 3' MIN. TO P��OS EEW Y� 207100 Utility Iq -50'07'00" E I I oar 4�� . `, `, GROUNDWATER EL. 84.00 tiz _ P'� JRS NUMBER: 207019 (HIGHEST EXPECTED 8470±) _ -, `_li'.'J * 07200 ` Sys SHEET NUMBER: SITE UTILITY PLAN SANITARY SYSTEM PROFILE _ q0. P �� C4 . 01 SCALE: 1"-20' y z / LEGEND PROPERTY INFORMATION GENERAL NOTES KEY PLAN: ® DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD AVE AVENUE SECTION: 143 BLOCK' 3 LOT: 33.2 SPECIFICATIONS AND STANDARDS. Rg90.84 BC BOTTOM OF CURB ADDRESS: 10300 MAIN ROAD (N.Y.S. RT. 25) 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN y� / BW BOTTOM OF WALL MATTITUCK, N.Y. 11952 ADVANCE OF ALL CONSTRUCTION. _ _ _ _ _ _ BLVD BOULEVARD 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO I / CB CATCH BASIN OWNER: ROY SCHOENHAAR START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE W CLF CHAIN LINK FENCE 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. COEFF COEFFICIENT CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. W °HE y}26 _ _ CPP CORRUGATED POLYETHYLENE PIPE 5ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE Z / f GONG CONCRETE APPLICANT. JOHN SORRENTI, JRS ARCHITECT, P.C. STATE UNIFORM FIRE PREVENTION & BUILDING CODE FIRE HYDRANT °HE. _ / � oNE� DEPT. DEPARTMENT 181 EAST JERICHO TURNPIKE 6 ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.I., 28-DAY STRENGTH. 1 oHE _ _ 9a.z^ + �,y� 9gp3 / 0 OR DIA. DIAMETER MINEOLA, NY 11501-2032 7, ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS / g45, W/ /j oHE URB HOLE F SOUTHOLD LOCATIONS ALL UTILITIES TO D DRAINAGE AFTER CONSTRUCTION IS COMPLETED, _ DMH DRAINAGE MAN MUNICIPALITY' TOWN 0 8 COORDINATE AND COMPLETE ALL UTILITY RE + 9a 38 PROPOSED CONCRETE CURB E DC DROP C BUILDING USE: BANK /�oHE /W V '��i�� OH Up LP E FAST BE INSTALLED/RELOCATED BELOW GRADE. R=94.96 A � °j / ZONING DISTRICT' B 9, DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE 5 2' OFFSET F9R CURB EFF. EFFECTIVE �oHE /Nd - /) ,� b ' o EL. OR ELEV. ELEVATION LOT SIZE: 49,262.82 S.F. / 1.131 ACRES INSTALLATION OF NEW SIDEWALK. R�� L 'c' �'� ✓� ELEC ELECTRIC FLOOR AREA: 4,253 S.F. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT E y2 ! PROPOSED SIDEWALK RAMP 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED SECTION: 143 BLOCK: 3 LOT: 33.2 • 95 _ 9494 i 9268 °HE EMH ELECTRIC MAHNOLE -- _ _ P1 • p' 93g8 9296�g3 + "a N49'36'00"E EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W. OR UTILITY POLE ,+ `9d I F.F. EL. FIRST FLOOR ELEVATION FRONT: 86' (100' REQ.) N.Y.S.D.O.T. PRIOR TO CONSTRUCTION. s3 / 56.75' ( ) 12. ALL TRAFFIC CONTROL DEVICES, IE. SIGNALS, SIGNS, AND PAVEMENT CONSULTANTS: p\N R `{-+ e +- _ _ _ _ T, FEET OR FOOT SIDE: 72.4' 25' REQ. 50' TOTAL)9 + o - - I + GA GAUGE REAR: 117' (35' REQ.) MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES ! -92- 91,76 GV GAS VALVE OF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS U , ' ' /AS11�\\ i ♦ .•••01, - GC GENERAL CONTRACTOR ITEM AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY CB r' ''i +". t • 94 HP HIGHPOINT TOTAL LOT AREA 49,262.82 100% 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL - R=95,9 ,' \ '�, LB.2 HYD HYDRANT DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF �LB.i 9 BUILDING AREA FOOTPRINT 4,253 8.67% �� '� ,' '• 1-y r INFO. INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF ' •' I ASPHALT PAVEMENT PAVEMENT AREA 24,380 49.49% BEGINNING SUCH WORK ALONG A TOWN ROAD, e7 9646 INV. INVERT r r' � LANDSCAPING AREA 20 612.82 41.84% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE 95 +'° es I LB LEACHING BASIN OP _' m + LP LEACHING POOL LOCATION MAP THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE BDs ST p G WEED "F DRAINAGE 9520 L.P. LOW POINT NOTED ON PLAN GRP55� '� ? AREA II MAX, MAXIMUM N.T S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION 9262 _ 93� MIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS �� 96 s� 96 9SAWCUT AND MEET EXISTING PAVEMENT M.H. MANHOLE by 5 \\y G °�S RM9®01 'r/ 95+50 / PROPOSEDrCONCRETE SIDEWALK I' TC: 96.70 NA NOT APPLICABLE SURVEY NOTES , LLP / N NORTH E SAVIK o MURRAY E/ rr h + PROPOSED 12" C.P.P. /(iYpp) i v�\ BC: 96.20 94.37 g),a6 ' NO. NUMBER CONSULTING ENGINEERS TO: 97115 NTS NOT TO SCALE �? 48 SUFFOLK AVE. i. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH 2150 VNININZAVIKb,ROKKONNOMA,NEW YORK IIPB g3 - -�D;9(i.65 93 b4 � NYS NEW YORK STATE R1E NEW ENGINEERING & LAND SURVEYING, P.C. vome e31�e7.me-wWWsnvlxnnontuaanv.com-FAX eaIAeI 95,ag = + TC: 97.00 TC: 97.25 sa oz + � - NYSDOT NEW YORK STATE pNE 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. ' +TC: 96.60' BC: 96.50 9318BC: 96.75 + �' DEPARTMENT OF TRANSPORTATION SOD1A0 SOUND PNE 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT N, OC ON CENTER TITLE REPORT MAY REVEAL. � T + 9796 i BC: 96.10 7 - `• • 4� A, PROPOSED CONCRETE CURB 81 PROJECT -✓s- 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, .••• OD OUTSIDE DIAMETER m OHE OVERHEAD ELECTRIC z TCa 913.30 ', 1 LB.4 LB.3 `,ga,ee+ PC POINT OF CURVATURE LOCATION v FROM FILED DRANINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND BC:`�95.80 LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY ' •• 93,97 97 PRC POINT OF REVERSE CURVATURE V` ` ga.29 Q9 y NOT BE SHOWN, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL TC: 97.07, PT POINT OF TANGENT r' �� p5PHA1-T CURB x 69'929` I + c� I "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTILITY BC: 96.57 a,o�- PVC POLY VINYL CHLORIDE G 9A` °'^ 8384 + ` 9A PSI POUNDS PER SQUARE INCH zy LOCATIONS MARKED ON THE GROUND. ga.59+ BC: 97.58 + I , R RADIUS F 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, COMMENTS: . . iso.•' BLOCK 3, LOT 33.2. R=99, 8 I, I1 9\ N$5 95,44; 4 TC: 97.85 I I RCP REINFORCED CONCRETE PIPE ,o' .. DATE DESCRIPTION 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT RET RETAINING m RD. ROAD � � PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. FREERS, DATED 02/28/08 BLDG DEPT SUB '1i �, •1 " -, BC:97.35 ' REDID REQUIRED 7/31/2007, m i�' '� ^ -■_/ r"" .9725 I I m I tih = GREAT DRAINAGE CALCULATIONS: o3/2a/oa PLANNING BD. SUB TC:.97.55 LB.B RTE ROUTE �- rn SMH SANITARY MANHOLE c� PECONIC BAY PARKING ', II '1 �\6.6 PROPOSED 94 d3 yJ` I __ _ Cg1 \I I I S SOUTH OR SANITARY ,I ! m , + •9498 - SIDEWALK RAMP F_' I SF SQUARE FEET Is I. 1 i ,,. / �■� I I ST STREET AREA I �' ' iI •� ' 195_ m TE'97.70 ` " - I s '�-' : I TMH TELEPHONE MANHOLE PAVED AREA: 12,900 S.F. x 2/12 x 1.0 = 2,150 CF PROPOSED CATCH BASIN (TYP.) ¢ '','l t i� I, �, 4 BC: 97.20 - 9490 II ? I I TSB TRAFFIC SIGNAL BOX GRASS AREA: 4,469 S,F. x 2/12 x 0,3 = 224 OF o DRAINAGE PROPOSED 8"' C.P.P. ROOF DRAIN B ■ r I TO TOP OF CURB TOTAL AREA: 2,374 CF/68.42 CF/VF (10'0 POOL) = 34.7 VF REQB o ■ _ 95,65+ • I IN TOP OF WALL PROVIDE: 5 - 10'0 POOLS X 8' EFF. DEPTH = 40 VF PROP SED C NCRETE CURB TYP.) 1 '� ■ AREA I I TO: 97.30 I i I I T II �' I E I ttP TYPICAL �.`.•I BC: 9 .80 / \ o VOL VOLUME REVISIONS : LB.7 95. a , I r 1 I I WM WATER METER 101.74 a '1 _/ I ��_ w I ,a5 WV WATER VALVE -ARS II , REV. DATE DESCRIPTION 102.111 �, _ , ,PRDPOSED, BANK '� ,' LB.9 I I I , W WEST PAVED AREA: 4,392 S.F. x 2/12 x 1.0 = 732 OF 1 5-21-08 REVISED PER TOWN ABONDONED WELL CAP 61' +°�' __96- ' - - - 4,253 S.K. , I r a I I' GRASS AREA: 3,254 S.F. x 2/12 x 0.3 = 163 OF m il ' > I 9es'n EL9981.20 9}99 I I m I TOTAL AREA: 895 CF/68.42 CF/VF (10'0 POOL) = 13.1 VF RED'D COMMENTS DATED 4-11-08 TO, 97.75 PROPOSF•D CONCRETE�CURB ; I I LEGEND PROVIDE: 2 - 10'0 POOLS X 8' EFF. DEPTH = 16 VF 2 7-1-09 Per Planning Dept Comments from 5115109 101 II +, ` BC: 97 25 _ _ _ _ - + 9155 PROPOSED CONCRETE'SIDEWALK '\ I 9g� I I SYMBOL 3 9-28-09 Revised Drainage and Grading 95 74 9691+-- P OEOSED 10'0 LEACHING BASIN , 9 '99 95 a DESCRIPTION �- 95,80 I I , EXISTING PROPOSED AREA III 4 12.07-09 Revised Per Planning Board 11-16-09 Comments EXISTING II ` �- I PROPOSED` BUILDING CANOPY 1 ' -_____- o \ , 974 y I u, r) PROPERTY LINE PAVED AREA: 1,270 S.F, x 2/12 x 1.0 = 212 OF BUSINESS + + '� ` I r EASEMENT LINE - - - - ROOF AREA: 2,655 S.F. x 2/12 x 1.0 = 442 OF GRASS AREA: 750 S.F. x 2/12 x 0 3 = 38 CF CONTOUR LINE - - - - -99- - - - - 99 BUILDING i i i i i i i TOTAL AREA. 692 CF/68.42 CF/VF (10'0 POOL) = 10 1 VF REBID '9759 + TC: 97.90 TC: 97.85 +, TC: 98.20 LB.10�c ,g5' x - - - - _ CLIENT INFORMATION: r I �` BUILDING OVERHANG PROVIDE. 2 - 10'0 POOLS X 6' EFF. DEPTH = 12 VF IW` r , - BC: 97.40 BC: 97.35 , BC: 97.70 �` • _ - i a, o ■ TC: 97. 0 CURB (ALL TYPES) i `; , gsy9 + + , BC:9730 PAVEMENT STRIPE 97151 96.4" -- " JPMor anChase + + J P REFDAq I 5 9 I , EDGE OF CONCRETE LB.11�� r i ------- RFA'. ,345 S.F, x 2/12 x 1 0 = 891 CF .A I 'E" E PAVEMENT SAWCUT �.,� I 96,41 ROOF AREA: 2,558 S.F. x 2/12 x 1 0 = 427 CF �pO �h g8 +9792 + am TC: 98,45 �.g I �l b o TREE/VEGETATION LINE GRASS GRASS AREA: 11,670 S.F, x 2/12 x 0.3 = 584 OF 97.80 6, rn NEW BRANCH BANK 9768 + BC: 97.85 +96,54 �� I !� GUARDRAIL �- TOTAL AREA: 1,902 CF/68.42 CF/VF (10'0 POOL) = 27.8 VF REQ'D V _ 9 : _ slew'"/ I ''1 FENCE .. �- TC: 99. 6 + 9 ■ r-> N PROVIDE: 4 - 10'0 POOLS X 8' EFF. DEPTH = 32 VF BC:98.66 98'32 ■ I c�1 e DRAINAGE LINE D ••••••••••■ 10300 MAIN ROAD m 100 OS TC: 98.16 - - i / N GAS MAIN G G MATTITUCK, NY 11952 BC: 97.66 _ L8.12 TELEPHONE LINE T DRAINAGE TABLE TOWN OF SOUTHOLD �'9" i \I / I ,', OVERHEAD ELEC. LINE OHE PROPOI CONCRETE „ BASIN RIM OR INLET' DESCRIPTION TO: 99.00 \- I ELECTRIC LINE E NO. GRATE EL. Imo' TYPE BC: 98.50 + 9'N GLOSTER PAD, SEE DETAILS J - -- __ 9 WATER MAIN W W JRS ARCHITECT, P. C. �I 993$" - - - _ _ _ •� SANITARY LINE S 98.35 LB.1 94.15 91.65 8' CURB - DRAINAGE - a° : LB.2 93.75 91.25 a' CURB 181 East Jericho Turnpike,Mineola,NY 11501-2032 O" TeI:fi16.2941fififi Fax:b164941fifi9 �� PARKING STALL QUANTItt o s AREA iv o _ -� �l I B 3 99.20 93.40 a' CURB 30 West 24th Street,3rd Floor,New York,NY 10010 10052 1 1� . I + 1' 9059 LEA 96.10 93.30 8' CURB Tel:Ma296083 Fac,=64a6721 47 s1 SPOT ELEVATION 99.50x 97 13 ; N +"' v LB.5 95.80 93.30 8' CURB Tmaossee790�7oStete Road,Princeton, NJ 08540F146w6aa906o -ate 98 - - - -_13 - 96,` r , ,x 99 sa WATER METER ® ® LB 6 96.20 93,40 8' CURB ` 100 99-'� WATER VALVE N4 LB.7 96.50 93.50 8' CURB ` THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND ` 99, CLEARING LIMITS I I ' ` UTILITY POLE -0- LB.B 96.95 94.45 6' CURB CONNECT ROOF DRAIN AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ' I ` LB.9 9fi.60 94.35 6' CURB ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ` FIRE HYDRANT r i S R LB.10 97.30 94.00 8' CURB CONNECT ROOF DRAIN ARE PROHIBITED. 96,85 . i ' ' I I �I �o DRAINAGE GRATE ® LB.11 97.00 94.50 8' CURB CONNECT ROOF DRAIN �- LB.12 96,50 94.00 8' CURB DRAVNNG TITLE: SIGN I 9952ti�� + g3{3 TREE 8.13 95.95 93.50 a' CURB SITE GRADING AND DRAINAGE PLAN \ I _ \ `I I I + 96,71 '� + i�� ''� DRAINAGE NOTES' a1.e5 101 00 DRAINAGE STRUCTURES ® ® I® j ! �1 1. ALL DRAINAGE PIPE TO BE 12" CPP, UNLESS NOTED OTHERWISE DRAWN BY: DATE: 12/17/07 o + 10149 I i " 'N � 2. ALL ROOF PIPE TO BE T C.P.P. UNLESS NOTED OTHERWISE + 9918 I tel\\ I it 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR CHECKED BY: SCALE: AS NOTED ' - SANITARY STRUCTURES I N FRAME AND GRATE AT THE FACE OF THE CURB-INLET. SET 85.75' J I l o - - - - - - - - - - - - - E „„n FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT FILE NAME: 1 '50'07'00" E ,` + 10053 99'82 185.75' I I `' �`, O OF NEWy 207100 Grading 5 50'07'00" W �.�Ps e. , Ropes ' �, I ��- JRS NUMBER: 207100 + 0 2fi + M * 07200 10202 o- 100.51 99.14 Ff_ - 4 2010+ 1,2719`315 "�" SITE GRADING AND DRAINAGE PLAN - -- I �o oFessl a C2 . 01 ] 2 . 0 SCALE: 1"=20' KEY PLAN: v /T /`N� BRONZE LOCKING DEVICE W/ KEY WRENCH SUPPLIED VJ L 0000000 \ / oHE A 00000000000\ ` IN 0000 00000000 \ A '� 00000000000000NLE OUTLET0�000NITARY 00000 -� S SC sARARY sEWER i pHE j v W pH - 1-1/2" LETTERS \ 2 PENETRATING PICK HOLES \ / 5 � `N� _ _ - _ - - - - - - \ / 180' APART \ / N FIRE HYDRANT p"E, / /j oHE /� ' ADJUST CAST INTO N UNDERSIDE �, /pHE� TOP OF FRAME CAST DATE �1 /S oHE _W- - - - - - - - - - �, � OF COVER oHE WV R=94.96 a° jE UP/LP PLAN j oHE Nim/_ 25 ,n ^i o 28-3/6" _ m �9 27-1/2" '// W/ 5 . R�' ' p"E HEAVY DUTY CAST IRON FRAME SECTION: 143 BLOCK: 3 LOT: 33.2 J , \ £ / FINISHED GRADE AND LOCKING COVER TO GRADE vN/ `- - - - , � �s3 •:: I N49'36'00"E 27-1 s" ?,o , UTILITY POLE � �� `�,-' 86 75 26" SOLID RINGS AS REQUIRED TO BRING SEPTIC TANK TO CONSULTANTS: z 8" MINIMUM TRAFFIC GRADE AS PER S.C.D.H S. 20" 20" ' 9� 92 MIN, `� N MIN. BEARING SLAB MT PROPOSED WATER,METER ,' - ,;=�' - - - _ , _ - PROPOSED RPZ 4N HOT BOX - . " , 94 3/6" 8° \ 95 INLET f , �8,� 8°� N OUTLET ASPHALT PAVEMENT--\ 24" MIN 4" DIA CLASS 2400 >: °HF . .. I PIPE OR EQUIVALENT o z MIN. 4" DIA. CLASS 2400 0 c1 95 9s 25-3/4" PITCHED 1 4"-1' w , :., '\ 5-1/6" 5-1/8" / FLOW PIPE OR EQUIVALENT STOP ,j G '.:r" S WEE05 ` PITCHED 1/8"-1' " v BAFFLE 4, WM ® p 96 9 96 96 SECTION A-A G p E GRASS ' 17 SAVIK o MURRAY LLP COVER DETAIL ' CONSULTING ENGINEERS N.T.S. p 21M SM THTOWN AVENUE,SURE 5,RONKONKOMA,NEW YORK 1179 PROPOSED WATER SERVICE - - - / JECTION VOICE.K31�97-MS-WW W.6AVIKANDMURRAY COM- FAX 631-0E7-7614 PROPOSED UNDERGROUND GAS SERVICE N S.C. D. H .S. 1 .200 GALLON SEPTIC TANK i— . mit 97 a \ N.T.S. 1L \I \ J97 o' ASPHALT CURB \;� `, \ I f I - -94HEAVY DUTY CAST IRON FRAME AND LOCKING COVER COMMENTS: - '+ }� FINISHED GRADE DATE DESCRIPTION INLET MIN. 4" DIA, SOLID PRECAST TRAFFIC 02/28/08 BLDG DEPT SUB �'I II BEARING TOP SLAB II m T + '; .�y .. ~ , 1 ,� 03/24/08 PLANNING BD. SUB PARKING v I "m� i T 11 I I ' '®I!�- vii �J I , + �' ' ®® PRECAST SANITARY RINGS (TYP) PROPOSED UNDERGROUND I I I I o Q ®® ®® ® ® II ELECTRICAL SERVICE `� I ! ",® FUTURE PROPOSED 8'0 X 6' EFF. ', / _ I o I " _ m 'I 2p• EXPANSION DEPTH LEACHW6�POOL I ,' 1 N N G REVISIONS: - 4, 5 o�LconRseTsnlrAo TO CONSIST sRavEL 1 5-21-OS REVISED PER TOWN I 'N/N, POOL LP '� '`� = w 3' MIN. REV. DATE DESCRIPTION I ; I ,Pt70POSEd` BANK I w III - ® ® ® ® ® COLLAR ABONDONED WELL CAP ®I' lil ` rel"96- - - "_ Y - 4,253 S.�. , , a I I' / O F.F. EL. 98',20 w ®® ® ® m , COMMENTS DATED 4-11-08 I LP PROPOSED 8'0 X 6' EFF. �y I I ,� I 9 P IX(I 2 7-1-09 Per Planning Dept Comments from 5115/09 101 ' `° , ` ST DEPTH SEPTIC TANK I ' °, 1 3 9-28-09 Revised Drainage and Grading O -97- _ _ _ _ _ - ` 3' MIN. ABOVE q 8. , I ,' GROUNDWATER 4 12-07-09 Revised Per Planning Board 11-16-09 Comments EXISTING = 'I ` ` ' ,' HOUSE TRAP ) BUSINESS o ' r "' ' BACKFILL MATERIAL TO BE ', PROPOSED 810 X i" EFF. _ I ' GLEAN SAND & GRAVEL ALLOWABLE SANITARY FLOW `DEPTH LEACHING,'POOL 6' MIN. PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL GROUNDWATER MANAGEMENT ZONE: IV ALLOWABLE FLOW FOR SITE 600 GPD ACRE CLIENT INFORMATION:/ PROPOSED SANITARY SYSTEM. 1 I/ I S.C. D. H.S. SANITARY LEACHING POOL DETAIL (600 GPD/ACRE) X (1.131 ACRES) = 678.6 GPD _ SEE PROFILES AND DETAILS FOR, PIPE L — —J ALLOWABLE FLOW FOR PROPOSED BUILDING: I I I , " N.T.S. pJPMorganChase y AND STRUCTURE SIZES, THIS SHEET. - / w' BUILDING USE: BANK (NON-MEDICAL) 98 ` / 11 4,253 S.F. OFFICE X 0.06 GPD/SF = 255.18 GAL. SEWAGE DISPOSAL SYSTEM DESIGN NEW BRANCH BANK PROPOSED SYSTEM 10300 MAIN ROAD SEPTIC TANK: MATTITUCK, NY 11952 SEPTIC TANK LEACHING POOL REQUIRED: 255 GPD X 2 DAYS - 510 GPD TOWN OF SOUTHOLD RIM: 97.23 RIM. 97.19 NV IN: 9484 INV IN 94.26 PROVIDED: (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPD INV OUT 9434 LEACHING POOLS: z0. 0' CIA: 8' DEPTH: 6' REQUIRED: 255 GPD/7.5 GPD/SF = 170 SF IN ,� PROVIDED: (2) 8'0 X 6' EFFECTIVE DEPTH = 300 SF J R S ARCHITECT, P. C. PROPOSED BANK FUTURE: (1) 8'0 X s' EFFECTIVE DEPTH = 150 SF 181 East Jericho Turnpike,Mineola,NY 11501-2032 II I ,l F F. EL 98.24 Tel:5164 9 416 66 Fat:516 4 9 416 69 FINISHED GRADE w NOTE: 30 West 24th Street,3rd Floor,New York, NY 10010 I n Ta 212.929-0Da3 Fu:212,6466721 97 / I I N No WELLS WITHIN 150' OF PROPERTY 707 State Road, Princeton, NJ 085404434 \ 98 ,9 , , N Tel:6098869100 Fax:609,66&9060 99 ` � ✓i' '. PROPOSED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND \ / 9g I ' I BUILDING AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ' INV. 95.00 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. O HOUSE TRAP DRAWINGTITLE: 8 LF @ 2,00% SITE UTILITY PLAN 4'O PVC SDR 35 ` 8 LF ® 1.00% DRAWN BY: DATE: 12/17/07 4"0 PVC SDR 35 CHECKED BY: SCALE: AS NOTED 102- _ S 50'07'00" W — — 85.75' J I I` EL 88.26 ME pF NEW FILE 0 - - -` E - - - 185.75' 3' MIN. ro �E Yp 207100 Utility , N 50'07'00 E t I I - �P �p5 E. ,� P t �� GROUNDWATER EL. 84.00 _ JRS NUMBER: 207019 (HIGHEST EXPECTED 84.70:) — *, mzao SITE UTILITY PLAN SANITARY SYSTEM PROFILE HI_ ' 9J, � � SHEET NUMBER: N.T.S. ; R0F SSIOtJPA' C 4 . 0 1 SCALE: 1"=20' KEY PLAN: Q \. N FlYI• ITE ,,'I FJPMorganChase - I I 3 I - E Q THESE DRAWINGS ARE PREPARED TO COMPLY WITH THE RULES AND --- __ - - OROPOSIED BANK REGULATIONS OF THE BUILDING CODE OF NEW YORK STATE. THE PROVISIONS OF THIS CODE SHALL NOT BE DEEMED TO NULLIFY ANY - - - -- - PROVISIONS OF LOCAL, STATE, OR FEDERAL LAWS AND REGULATIONS. i ��, - - - -- -- --` - - - SECTION 143 PROPOSED ONE STORY CK: 3 LOT, 33.2 B O �Il�ll�w _ o CONSULTANTS SLAB ON GRADE BUILDING CONTRACTOR'S OBLIGATIONS AND RESPONSIBILITIES: I. CONTRACTOR($) AND THEIR RESPECTIVE SUBCONTRACTORS AND -- - --- - -. - -- SAVIK& MURRAY, LLP 10300 MAIN ROAD CONSULTANTS SHALL BE RESPONSIBLE FOR ARRANGING AND - ____ ❑ SCHEDULING ALL REQUIRED VILLAGE, TOWN, CITY, COUNTY AND ED CONSULTING ENGINEERS STATE INSPECTIONS AND OBTAINING ALL APPROVALS/ SIGN OFFS T1509MIA6TO775AVENUE,_WSAV/ ANDMUKONKOMM-F-ORK itI]8 MATTITUCK, NY 11952 AND SUBMIT THESE DOCUMENTS TO THE ARCHITECT/ENGINEER OF DICE 691ieTwns -wwwsnwKAuoMURRArcaM-F ea,<sraea6 RECORD. j � k 2. CONTRACTOR SHALL CONSULT AND COORDINATE WITH THE ED TOWN OF SOUTHOLD MUNICIPALITY'S BUILDING DEPARTMENT D WELL A5 THE COUNTY AND STATE AGENCIES FOR THE REQUIRED INSPECTIONS. N G E N AL NOTES A88REVIATIONS PLOT PLAN - I -- - I. ALL WORK SCALE: NOT TO SCALE SHALL BE GOVERNED BY THE TERMS AND CONDITIONS OF THE GENERAL CONDITIONS OF THE CONTRACT A/C AIR CONDITIONING HDR HEADER � ! FOR CONSTRUCTION AND THE REQUIREMENTS OF ALL APPROPRIATE PUBLIC AUTHORITY, REGULATORY AGENCIES, AC ACOUSTICAL HOW HARDWARE 4 AND/OR LANDLORD. ACC ACCESS HM HEIGHT 2. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, REGULATIONS AND ORDERS ACT ACOUSTICAL TILE HP HIGH POINTor ANY PUBLIC AUTHORITY BEARING ON THE PERFORMANCE OF THE WORK INDICATED IN THE CONTRACT DOCUMENTS. ADD ADDENDUM HT HOLLOW METAL 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS, APPROVALS, CONTROLLED INSPECTIONS, AS WELL AS THEIR ASSOCIATED FEES, FOR ALL TRADES, EXCEPT WHERE SPECIFIED AND AGREED ADJ ADJACENT HTS HEATING UPON ELSEWHERE. AFF ABOVE FINISH FLOOR HVAC HEATING VENTILATION COMMENTS: 4. THE CONTRACTOR SHALL SE RESPONSIBLE FOR ARRANGING WITH BUILDING MANAGEMENT FOR ELEVATORS OR OTHER ALT ALTERNATE 4 AIR CONDITIONING HOISTING FACILITIES FOR HANDLING MATERIALS AND REMOVAL OF DEMOLITION DEBRIS. ALUM ALUMINUM IG ISOLATED GROUND DATE DESCRIPTION 5. THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIAR WITH CONDITIONS THEREON AND TO DETERMINE THE ARCH ARCHITECT (URAL) IN INCH EXTENT OF ALL FACILITIES AND SERVICES REQUIRED TO PERFORM THE WORK IN STRICT ACCORDANCE WITH THE 07-24-OB ISSUED FOR REVIEW CONTRACT DOCUMENTS. AWP AGCOUSTICAL WALL PANEL INSUL INSULATION (D) (ION) 6. THE CONTRACTOR SHALL MAINTAIN ONE COPY OF THE LATEST CONTRACT DOCUMENTS INCLUDING ALL CHANGES AT THE BD BOARD JC JANITOR'S CLOSET 10-08-08 FILED FOR SUBDIVISION JOBSITE FOR THE USE OF THE ARCHITECT. BLDG BUILDING LAM LAMINATE (D) ARCHITECTURAL D RAW I NCS LIST 7/1/09 ISSUED FOR SITE PLAN REVIEW 1. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR THE ACTS AND OMMISSION$ OF ALL HIS/HER BLK BLOCK LAV LAVATORY 1�{ AS PER 5/15/09 COMMENTS EMPLOYEES AND ALL SUBCONTRACTORS, THEIR AGENTS AND EMPLOYEES, AND ALL OTHER PERSONS PERFORMING BO BOTTOM OF LL LIVELOAD S I �OL 5 TS-1 TITLE SHEET AND GENERAL NOTES ANY OF THE WORK FOR THE CONTRACTOR BRG BEARING LP LOW POINT AS-I ARCHITECTURAL SITE LIGHTING PLAN 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE INCURRED ANYWHERE WITHIN THE BOUNDARIES OF THE BSMT BASEMENT MAX MAXIMUM 04I-03 FIRST FL. FURNITURE PLAN PROPERTY, AND ANY DAMAGE SHALL BE PROMPTLY REPAIRED TO THE SATISFACTION OF THE OWNER AND ARCHITECT. CAB CABINET MECH MECHANICAL EXISTING AI-05 ROOF PLAN 4 WALL SECTIONS S. DURING THE COURSE OF THE WORK, THE CONTRACTOR SHALL REGULARLY REMOVE ALL UNUSED MATERIAL, RUBBISH, AND DEBRIS FROM THE PROPERTY AND BROOM CLEAN DAILY. THE SITE AND PREMISES SHALL BE KEPT REASONABLY CB CATCH BASIN MFR (D) MANUFACTURE (R) (D) TO REMAIN A2-01 EXTERIOR ELEVATIONS CLEAN, NEAT AND ORDERLY TO THE SATISFACTION OF THE OWNER. CCTV CLOSED CIRCUIT T.V. MIN MINIMUM EXISTING A2-02 EXTERIOR ELEVATIONS 10. THE CONTRACTOR SHALL CONTROL CLEANING OPERATIONS TO PREVENT DIRT OR DUST FROM LEAVING THE JOBSITE CEM CEMENT MO MASONRY OPENING TO BE REMOVED C1.01 SITE DEMOLITION PLAN REVISIONS: AND INFILTRATING AREAS NOT INVOLVED IN THE PROJECT. C CARPET MTL METAL 02.01 SITE GRADING AND DRAINAGE PLAN 11. ALL SLAB DRILLING AND CUTTING SHALL BE DONE AFTER NORMAL BUSINESS HOURS OR AS DIRECTED IN WRITING BYC3.01 $ITE ALIGNMENT AND STRIPING PLAN REV. DATE DESCRIPTION CI CAST IRON N NORTH J♦ PROPOSED GYP. BD. 04.01 SITE UTILITY PLAN THE OWNER CL CLOSET NIC NOT IN CONTRACT PARTITION C5.01 CIVIL DETAILS 12. RELOCATION AND/OR INTERRUPTION OF ANY BUILDING UTILITIES INCLUDING, BUT NOT LIMITED TO STEAM, CONDENSATE CLG CEILING NO NUMBER C6DI LANDSCAPE PLAN LINES, ELECTRICAL, PLUMBING, TELECOMMUNICATIONS, ETC., MUST BE COORDINATED WITH BUILDING MANAGEMENT AND BE PERFORMED AFTER NORMAL BUSINESS HOURS, OR AS DIRECTED BY THE OWNER CLR CLEAR (ANCE) NOM NOMINAL 77MTrm PROPOSED LOW HEIGHT CT.01 N.YSD.O.T. PLAN, NOTES 4 DETAILS 13. THE CONTRACTOR SHALL PROVIDE ALL SLAB OPENINGS TO COMPLETE THE GENERAL CONSTRUCTION, HVAC, PLUMBING, C.J. CONTROL JOINT NTS NOT TO SCALE GYP. BD. PARTITION SPRINKLER ELECTRICAL AND ANY OTHER WORK REQUIRED BY THE CONTRACT DOCUMENTS. CMU CONCRETE MASONRY UNIT OA OVERALL 14. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO SUBMITTING BIDS AND SHALL CNTR COUNTER OC ON CENTER EXISTING DOOR TO REPORT ANY DISCREPANCIES AND/OR CONDITIONS WHICH WOULD INTERFERE WITH THE COMPLETION OF THE WORK TO COL COLUMN OH OVERHEAD REMAIN THE ARCHITECT. COMMENCEMENT OF THE WORK SHALL SIGNIFY ACCEPTANCE OF ANY AND ALL J0561TE CONDITIONS. CONIC CONCRETE OPNG OPENING 15. THE CONTRACTOR SHALL SUBMIT CUTS AND SAMPLES OF FINISHES FOR ARCHITECT'S APPROVAL PRIOR TO ORDERING, CONST CONSTRUCTION OPP OPPOSITE FABRICATION, OR COMMENCEMENT OF THE WORK CORR CORRIDORP PAINT ' EXISTING DOOR 4 I6. WHEN "APPROVED EQUAL," "EQUAL TO", OR WHERE OTHER QUALIFYING TERMS ARE USED, SUBSTITUTIONS SHALL BE OR CHAIR RAIL FRAME t0 BE BASED SOLELY UPON THE REVIEW AND APPROVAL OF THE ARCHITECT. THE BURDEN OF PROOF THAT A PRODUCT OR CT CERAMIC TILE PL PLASTIC LAMINATE REMOVED SYSTEM MEETS OR EXCEEDS THAT WHICH WAS SPECIFIED LIES ENTIRELY ON THE CONTRACTORDEMO DEMOLITION PTN PARTITION CLIENT INFORMATION: 1T. THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS AND SUBMITTALS PRIOR TO SUBMISSION TO THE PVC POLYVINYL CHLORIDE DET DETAIL 'Elk ARCHITECT FOR HI5 REVIEW, AND PRIOR TO THE COMMENCEMENT OF THE WORK SUBMITTAL SHALL BE IN THE FORM OF R RISER PROPOSED DOOR i FRAME ONE (1) REPRODUCIBLE SEPIA TRANSPARENCY (POSITIVE SIDE UP), THREE (3) 54W PRINTS OF EACH DRAWING. SUBMIT DEPT DEPARTMENT RAD RADIUS FIVE (5) COPIES OF ALL CUTS. OF DRINKING FOUNTAINRD ROOF DRAIN NmpJPMorganChase 18. ANNOTATIONS ON ANY PLAN, ELEVATION, SECTION, OR DETAIL ARE APPLICABLE TO ALL PLANS, ELEVATIONS, SECTIONS, DIA DIAMETER AND DETAILS. DIAG DIAGONAL REF REFERENCE < PARTITION TYPE 19. DO NOT SCALE DRAWINGS. USE DIMENSIONAL NOTATIONS ONLY. DIM DIMENSION REFS REFRIGERATOR 20. ALL DIMENSIONS ARE SHOWN TO FINISH SURFACES UNLESS OTHERWISE NOTED. REINF REINFORCED NEW BRANCH BANK DOOR NUMBER DIV DIVISION 21. LARGE SCALE DRAWINGS CIE. SECTIONS, DETAILS, ETC.) LAKE PRECEDENCE OVER SMALL SCALE DRAWINGS. DL DEAD LOAD RES RESILIENT 10300 MAIN ROAD SPECIFICATIONS TAKE PRECEDENCE OVER DRAWINGS. FFG ROOFING ON DOWN 22. ALL FIRE RATED AND SOUND ATTENUATING PARTITIONS SHALL EXTEND TO THE UNDERSIDE OF THE STRUCTURE ABOVE, rF1'I RECESSED FLOOR MAT MATTITUCK, NY 11952 EXCEPT IF NOTED OTHERWISE. DP DAMPPROOFING RM ROOM ® WINDOW NUMBER ELEVATION NUMBER TOWN OF SOUTHOLD 23. WHERE A NEW PARTITION ALIGNS WITH AN EXISTING INTERIOR COLUMN ENCLOSURE THE OUTER LAYER OF GYPSUM OR DOOR RO ROUGH OPENING BOARD SHALL BY-PASS AND BE LAMINATED TO THE EXISTING FINISH. ACCESS PANELS, ELECTRICAL DEVICES, ETC., DWG DRAWING SHALL BE RESET AS REQUIRED, DWR DRAWER RT RUBBER TREAD *�:DFAWING SHEET 24. ALL NEW PARTITIONS SHALL MATCH EXISTING ADJACENT PARTITIONS IN REGARD TO CONSTRUCTION, MATERIAL RATING, E EAST S SOUTH KEYNOTE AND FINISH, UNLESS OTHERWISE NOTED. SO STORM DRAIN 25. WHERE EXISTING WALLS, FLOORS, CEILINGS, ETC., ARE REMOVED, PATCH TO MATCH EXISTING FINISHES, TEXTURE, AND EA EACH SECT SECTION SECTION LEITER I JRS ARCHITECT, P. C. XXXXX ROOM NAME COLOR IN ADJACENT AREA. E.J. EXPANSION JOINT 26. WHERE MECHANICAL, ELECTRICAL OR PLUMBING DEVICES ARE REMOVED OR INSTALLED IN EXISTING PARTITIONS, THE ELEC ELECTRIC (AL) Si SQUARE FOOT 00 ROOM NUMBER UO DRAWING SHEET 181EastlerichoTumpike,Mlneola,NY.,61&22032 SIM SIMILAR Te1:6162941666 Fex:5162 9 418 89 CONTRACTOR SHALL FRAME AND PATCH TO MATCH ALL EXISTING ADJACENT MATERIALS, FINISHES AND FIRE RATINGS. ELEV ELEVATION SPEC SPECIFICATION XXX WORKSTATION NUMBER 30 West 24th Street,3rd Floor,New York,NY 10010 TI. WHERE DUCTS, ELECTRICAL CONDUIT OR PLUMBING PIPING PASS THROUGH FLOORS, WALLS, OR GEILINGSi CLOSE OFF EMERG EMERGENCY DETAIL NUMBER Tee 212e29aoa6 F«:21 Re 721 SPACE BETWEEN THE PIPE/DUCT AND THE CONSTRUCTION WITH NONCOMBUSTIBLE INSULATION AND PROVIDE SNUG FIT SNCL ENCLOSE (ENCLOSURE) SPR SPRINKLER METAL ESCUTHEON CAPS ON BOTH SIDES AND CAULK SP STARTING POINT < ANGLE x DRAWING SHEET 707 State Road, Princeton,N108540-1434 EN EQUAL TO:WIMR 9196 Fm:60"8"OW 28. ALL OUTLETS AND SWITCH PLATES ARE TO BE BUILDING STANDARD, UNLESS OTHERWISE NOTED. EW EACH WAY SQ SQUARE 29, THE CONTRACTOR SHALL PROVIDE WALL AND CEILING ACCESS PANELS AS REQUIRED BY THE MECHANICAL, ST STONE LEVEL ELECTRICAL AND PLUMBING WORK AS DIRECTED BY THE ARCHITECT. EWC ELECTRIC WATER COOLER A DIAMETER THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 30, THE CONTRACTOR SHALL REPAIR CLEAN OR REPLACE AS REQUIRED ALL EXISTING ACCESS PANELS TO REMAIN WITHIN EXH EXHAUST STD STANDARD ELEVATION AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. STL STEEL THE CONTRACT LIMITS AS DIRECTED BY THE ARCHITECT. EXIST EXISTING • ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS STOR STORAGE XX POUNDS X'-XX' ARE PROHIBITED. 31. ALL DRAWINGS AND NOTES ARE COMPLIMENTARY AND WHAT IS CALLED FOR BY ONE SHALL BE BINDING AS IF CALLED EXT EXTERIOR SUSP SUSPENDED AFF CEILING HEIGHT ABOVE FOR BY ALL. FD FLOOR DRAIN T TREAD • NUMBER FINISHED FLOOR 32. IN THE EVENT OF DISCREPANCIES BETWEEN ARCHITECTURAL AND ENGINEERING DRAWINGS, THE ARCHITECT OF RECORD ppN FOUNDATION DRAWING TITLE: SHALL DECIDE WHICH DRAWING SHALL RULE CONSTRUCTION AND/OR SCOPE OF WORK FE FIRE EXTINGUISHER TEL (El TELEPHONE CENTER LINE START POINT 33. SHOULD ANY OF THE PARTITIONS TO BE REMOVED BE FOUND TO BE LOAD BEARING, NOTIFY THE ARCHITECT FINISHED FLOOR THK THICK (NESS) TITLE SHEET AND IMMEDIATELY OF THE CONDITIONS PRIOR TO PERFORMING ANY WORK TO TOP OF fP PLATE 34. THESE DOCUMENTS DO NOT AUTHORIZE THE REMOVAL OF ASBESTOS OR OTHER HAZARDOUS MATERIALS. THE FIN FINISH (ED) TS TRANSITION STRIP GENERAL NOTES DETERMINATION OF THE PRESENCE, AND/OR REMOVAL OF THESE MATERIALS IS THE RESPONSIBILITY OF OTHERS. FIXT FIXTURE AT O COLUMN NUMBER U.S. UNDERSIDE 35. PROVIDE A MINIMUM OF FOUR (4), 25 LB FIRE EXTINGUISHERS APPROVED FOR 'A', 'B' AND 'C' TYPE FIRES, TO BE FLF FLOOR FINISH LOCATED AT THE ENTRY/EXIT POINTS TO THE SITE. FIRE EXTINGUISHERS ARE TO REMAIN IN WORKING ORDER ON THE FLR FLOOR (ING) VCT VINYL COMPOSITION TILE DRAWN D BY: KKDATE: 1 KG G SCALE: AS NOTNOT ED FLOORS WHEN CONTRACT WORK IS IN PROGRESS. VDT VIDEO DISPLAY TERI"IINAL CHECKED FP FIREPROOF 36. GENERAL CONTRACTOR TO OBTAIN A DEMOLITION PERMIT OR CONSTRUCTION PERMIT PRIOR THE COMMENCEMENT FPSC FIREPROOF SELF-CLOSINGVIP VERIFY IN FIELD OF WORK A COPY OF SUCH DOCUMENTS SHALL BE FURNISHED TO THE BUILDING MANAGER OWNER TENANT AND THE WC WALL COVERING ARCHITECT PRIOR TO THE COMMENCEMENT OF WORK. FT FEET W WEST FILE NAME: FTG FOOTING W/ WITH 07200-TS-/.DWG GA GAGE, GAUGE WB WALL BASE G.B. GYPSUM BOARD GC GENERAL CONTRACT (OR) WCL WATER CLOSET �� s�� JRS NUMBER: ` (X "� - GWD WOOD 07200FI GROUND FAULT INTERRUPT WM WIREMESH II GL GLASS, BLAZING W/O WITHOUT � . P- GR GROUT WP WATERPROOFING SHEET NUMBER: GYP GYPSUM HC HOLLOW CORE WWM WELDED WIRE MESH - T S 1 -- KEY PLAN: SEE ��JI SCHEDULE FIRE HYDRANT UP/11 it �I II I� 94.96 NOSE F — �i�' I I. CONTRACTOR SHALL VERIFY _ [' / � /� :, - s✓.U.!� p IY Cv SOIL BEARING CAPACITY i / Q l/%Jv OGN q \�, '' /j �;; -T-/„ N .J c P�N` ' pO /' � G// j ��\C ' • II I I -V — PRIOR TO INSTALLATION, UTILY POLE 1/2” DIA. CONDUIT FOUNDATION DESIGN ( ON A0051F?10 SOILSEARNGAPAGCAPACITY'2' EA. PROII P 09I ED BANK 2 -- -�� c SIDE WHERE GROUT A LIY PAVEMENT CESSARY) SECTIO 43 - 8 OCK: 3 LOT. 33.2 - i I �qq CONSULTANTS: R=95.97 .�� /':,. I 9 J� CONCRETE 9 cuRe 'off SAVIK & MURRAY, LLP 2 m POLE 'A' ONLY SZOP-- 'r G P5s1WGEp5 , �" I GAL VD. IAN150LT8 CONSULTING ENGINEERS 215b SMITHTOWN AVENUE,SUITE b RONNONNOMA NEW VOFN 11]19 TYPICAL POLE FOUNDATION VOICE 63140]]]]5 -WWWSAVIKANDMURRAYCOM FAX:831-0574849 / G / (5) 02 TIES aCONCRETE A GCORNER ISAG G GRASS V-4" SQUARE OR 1'-6" DIAMETER VP i' ' I SITS LICzNTING DETAILS z I d } GRASS I / I SCALE: NTS LLJ J III R8®3B I I I I I SYMBOL LIST ITEM DESCRIPTION til I s Q I I� "�: I z• 1'-10" I` _ - - ---- SINGLE LIGHT ON 12' POLE ON T CONCRETE BASE INVUE, COOPER LIGHTING VXS-IT5-MP-3S-AP-BTELS COMMENTS: 2 DARK SKY COMPLIANT POLE: ASX4T12LJAP DATE DESCRIPTION ' 1 PULSE START Metal Halide • I. / 07-24-08 ISSUED FOR REVIEW PARKINGI� � r. INVUE, COOPER LIGHTING 10-08-08 FILED FOR SUBDIVISION ,I DOUBLE LIGHT ON 12' POLE ON 2' CONCRETE BASE VXS-I'15-MP-35-AP-BTEL5 7/1/09 ISSUED FOR SITE PLAN REVIEW DARK SKY COMPLIANT POLE: A5X4T12LUAP AS PER 5/15/09 COMMENTS II I PULSE START Metal Halide 12/7/09 REVISED AS PER PB 11/16109 COMMENTS •I PROPOSED BANK I 4,200 S•F. DOUBLE LIGHT ON 12' POLE ON 2' CONCRETE BASE INVUE, COOPER LIGHTING c� L F.F. EL. 98.20 I VX15-I15-MP-39-AP-BTELS WELL CAP ® I I I DARK SKY COMPLIANT POLE: ASX4T12UIAP -l� I• BUSINESSREVISIONS: I PULSE START Metal Halide REV. DATE DESCRIPTION LSI 'CROSSOVER' LED LIGHT FIXTURES C MIS / \ I I A LED CANOPY LIGHT XSL-S-LED-50-CW-120-WWT- MT Q SOFFIT DI LIGHT PORTFOLIO, COOPER LIGHTING BUSINESS SIN E SS 1Ir C6-I-42-E-6181-W-I-WF ❑ I COMPACT FLUORESCENT II i CI ATN 13I I GOOSE NECK IG LIGHTING BLIGHTING 6" Die ' ,�I LOGIC 8N-O-WHP-36-E I 36" PROJECTION FROM WALL I , COLOR SHALL BE WHITE T CLIENT INFORMATION: � '�'$ ' `n �PJPMorganChase I NEW BRANCH BANK 10300 MAIN ROAD POeeIBLE LOCATION OF CROSS-ACCESS LAND BANKED PAWQNG SPACES - MATTITUCK, NY 11952 rLAND BANKED PAFacmr� SPACE �- hl � , TOWN OF SOUTHOLD PARKINGII l \ \ \ \ I \ JRS ARCHITECT, P. C. _ L I 7816� III16 East r•.61S4� 30 West 24th Street,3rd Floor,New York,NY 10010 \ / 70:2129290083 Fm:2129065721 \ I I 707 State Road, Princeton,NJ 085404434 I / RI:609 5 8 5910 0 F.SOM81MIND THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. 25' LANSOAPE BUFFER / a — I DRAWING TITLE: REFER TO CIVIL DR9wING L6DI 9 — J I ARCHITECTURAL SITE LIGHTING PLAN - — - - - DRAWN BY: KRG DATE: 1217109 PIPJ $ CAP I ^I I CHECKED BY: KRG SCALE: AS NOTED IV PROPOSED FILENAME: 1 ARCHITECTURAL SITE PLAN I 07200-AS-1.DWG LL' SCALE: V-20'-0" �'1/ JRS NUMBER: U V W ' 07200 w WOODED I - - SHEET NUMBER: AS - 1 KEY PLAN: 5 • li - II I I I I I j II I 17 — — — — — - - - - - - - � — - - - - - - - - - - - - - - - - - - - - - - - - - - � - ' PROPOSED BANK I SECTIONI 143 J B OCK: 3 LOT: 33.2 I CONSULTANTS: SAVIK& MURRAY LLP Q / ROOM \ I ® TOS I O II I I CONSULTING ENGINEERS © 1 I O 2150 SMITHTOWN AVENUE,SUITE b,RONKONKOM ❑ VOICE;631.467. AJNEW.YOR6 iP�Z6'2+1„` ]i]6-WWW,6AVINANO�yIURR�Y COl.1 e:Fh%:031=16P)0N0 -T MEN I ® WOMEN /I I ® II ,•,_ ® � _ TOS AD ER ® ® ccR 9 � L` N _ I. ... CORRIDOR I I I ......m.u,.M —Ej 7 _ COMMENTS: LOUNGE p IRNTER 11 ecM I' ® o — 23 DATE DESCRIPTION 17 7-24-08 FOR REVIEW © o o � � ® I ❑ 10 08-08 FILED POR SUBDIVISION 0 7/1/09 ISSUED FOR SITE PLAN REVIEW I ® ® ® ® CCR "2 SCCR 03 ® SCCR m ® t Check Desk I AS PER 5/15/09 COMMENTS VESTST®LE 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS I � I I ro, REVISIONS: REV. DATE DESCRIPTION �- - L u TRASH/JA ELECTRICAL DATA ° IIS 1� L�II 09 d) tom' G Z RT CLIENT INFORMATION: EL Cash +7r u 'iwr ATh✓ u U- 9 tl � / ATM / JPMor anChase I I NEW BRANCH BANK Qo III tl j j J — t — J 10300 MAIN ROAD / r MATTITUCK, NY 11952 - - _ - - 07 TOWN OF SOUTHOLD ImJRS ARCHITECT, P. C. � I 181 East Jericho Turnpike,Mineola,NY 11501-2032 I I A® r'rt TELLNR — — Tel:516294"66 tlj��(( � p FeA'5162941669 TI "" I I D 7 _ © o a © o rel: 30W est 24th Street,3M Floor,New York,NY 10010 .ta. I ^ Far:21 6456721 I 707 State Road,Princeton, NJ 08540.1434 L – __ I D E VE-Up O ® I� CCR J' CCR "4 I� CCR M3 I Tei:6o9.68"s Far:6046689060 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. pkg rcvr o L_J ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. ¢ DRAWING TITLE: 4 FIRST FLOOR L I FURNITURE PLAN DRAWN BY: BWE DATE: 1217/09 CHECKED BY: KRIS SCALE: AS NOTED TB'-0yq" FILE NAME: I FURNITURE PLAN I I "` I I I rL ,l -- 07200-A7.03-FURN.DWG 0 AP,t7; ECALEF 1/444-00 JRS NUMBER: 07200 SHEET NUMBER: rlr A1■ 03 KEY PLAN: - 5 III C 7 'III II I PROPOSED BANK - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SECTION 143 J BOCK; 3 LO'�I: 33.2 I I D CONSULTANTS: I SAVIK& MURRAY, LLP I I CONSULTING ENGINEERS 2150 SMITHTOWN AVENUE,SUITE 5,RONKONKOMA,NEW YORK IME I_ 1 _ _ _ _ / \ / VOICEt O]t<W-TI6-WJJW 9AVII(ANUMURMT.COM-FAX 631-0077&40 J ; I eATre I I I 10�AR14L e4NAMe H -- - °UlxmLAME PIRIEA RATING, ._.. RTU-2 I I IHET Tp105 T.dn ayfi� 51M '.✓ . .V . .'.� J eNTa. I I IIEOD'-T4 VP r- qr�i�°° COMMENTS: eroTEn eee DATE DESCRIPTION \7 I l 07-24-08 ISSUED FOR REVIEW ' LIU LINE OF CEILMG M 10-08-08 FILED FOR SUBDIVISION LRI ELEv, cu-el 7/1/09 ISSUED FOR SITE PLAN REVIEW L AS PER 5/15/09 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS I SEE DETAIL 2A Fal¢ WE PETAL aCNTINLL4TION CONTINUATION rRTU-1 REVISIONS: .; ,., ;.; I I I REV. DATE DESCRIPTION i m / 3 T6 I��J i \\ � I I I i III ' I \ I . . . . . . . . . . . _ _ CLIENT INFORMATION: gob, II L '40`IlorganChase - - - - - - - - - - - - - - - NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 SECTION HlrC I-I ROOF SECTION LOW ROOF TOWN OF SOUTHOLD 1� JRS ARCHITECT, P. C. PROPOSEp 181 East Jericho Turnpike,Mineola,W 11501.2032 ROOF PLANTel:51&2941558F.:51&29 iMlll WALL SECTIONS 30 West 24th Street,3rd Floor,New York,NYII SCALE: 3/16" a I'-0" 6 SCALE: IR" 11-0" e` Fee:212&4%721 707 State Road,Princeton,NJ 08540.1434 Te1:699fi°8-9108 Fee:80%98A080 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT,P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. DRAWING TITLE: ROOF PLAN & WALL SECTIONS DRAWN BY: krg DATE: 12/7/09 CHECKED BY: KG SCALE: AS NOTED FILE NAME: 07200-A1.05-RP.DWG JRS NUMBER: 07200 SHEET NUMBER: A1. 05 KEY PLAN: �5 Z T ELEV. 1271_01, EI EXTERIOR F NI5H 5CHEDULE a I , ❑ ASPHALT ROOF SHINGLES, CERTAINTEED INDEPENDENCE EI SHINGLE WEATHERWOOD . I GUTTERS 4 DOWNSPOUTS - K GUTTERS 6" Wx 4 3/4" DEEP, 4 iF E2 EI R4" Wx 3" DOWNSPOUT COLOR TO BE (WHITE) BY ATLAS INT. INC. EI - 1r E3 - h T/PARAPET ELEV. 11 IIB'-3° r EIIE3 ALUMINUM COPING BY ATAS INT. COLOR TO BE (COPPERTONE)TH 11 IT 11 11 IT 11 11 IT 11 A III I 11111 11111 1111 1111 1 _ PR �.� �__ POSED BANK J�___ .— ❑ RAISTED PANELS, COFIICE'S, MOULDINGS AND BOARDS TO BE SECTION(: 143 B OCK: 3 LOT(: 33.2 E4 AZEK < FYPON MATERIAL COLOR (WHITE) EB �, EB - E2 E5 FACE BRICK TO BE - ACME BRICK CO. CONSULTANTS: '� �� ' RED SUNSET BRICK 150 BLEND TNIINDOW MULLION E4 ❑ SAVANNAH STONE CAST STONE BASE (ROCK FACET SAVIK8c MURRAY, LLP E6 COLOR: LIMESTONE CONSULTING ENGINEERS E4 110'-B" ___ __ ' „�. ...... � E, VOICE fi]INTOWNAVEN ..EA1ITE5.R.IIIINFFE aMA.NEW Y0RN111]9 ]II5-W W W SAVIKANDMl1RRAY COd...FA,j{831�e14&0 :-:Al ALUM. AND GLASS STOREFRONT ENTRY W/ GRILLE'S (WHITE) --,_ •-� ALUM. AND GLASS HISTORIC WINDOWS W/ GRILLE'S (WHITE) L , -_ — LL— HOLLOW METAL DOOR AND FRAME, PAINT COLOR SW 0001 T/0 CAST STONE ET EB E5 'DECOROUS AMBER' COLOR MATCHES BRICK 103'-411 BANK EQUIPMENT BY OWNER, GC TI PROVIDE OPENINGS AND IL-. I SLAB ELEV. EI0 ELECTRICAL REQUIREMENTS IN ACCORDANCE WITH FINAL Im0'_mll I El D APPROVED BANK EQUIPMENT SHOP DWGS. EII 4 1:11:1 El GOOSE NECK LIGHTING (B-K LIGHTING) SN-A2I-WHP-36-E ' E4 COLOR TO BE (WHITE) E4 EI2 DRIVE UP STRUCTURE (WHITE) L-- — — — — — — — — L — — — — — — — --- COMMENTS: CDXWS=72�EVATION DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW ••I'-O• 10-08-08 FILED FOR SUBDIVISION 7/1/09 ISSUED FOR SITE PLAN REVIEW h rrt0UER ELEV. AS PER 5/15/09 COMMENTS V 1271_011 12/7/09 REVISED AS PER PB 11/16109 COMMENTS EI REVISIONS: REV. DATE DESCRIPTION EI T/PARAPET ELEV. EY E4 E4 E4 18'-3" EI E4 E3 EB E2 O CLIENT INFORMATION: $T/WINDOW MULLION Driv9-up cl..l."".w-w ATM 1 -LILI0'-B" - [ED -- -. 0M0 ❑1 -- � © I - © � © � © � EB NEW BRANCH BANK EB MATTIT,UCK, NY 11952TOWN OF SOUTHOLD h T/O CAST STONE 103'-4" T/SLAB ELEV, I JRS ARCHITECT, P. C. 10 0 '-0" IMJRS East Jericho Turnpike,Mineola, NY 11501-2032 Tel:61629&3669 Fa.:9162941669 30 West 24th Street,3rd Floor, New York,NY 10010 Tel:2]292909!9 Fu:2126168]21 E4 E4 E4 E4 707 State Road,Princeton,NJ 085404434 L -i T.I;W 6699Y06 F•x:6098689060 — THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. WEST ELEVATION � ec.41.E. V4••P-o• DRAwwcnrLE: NORTH & WEST ELEVATIONS DRAWN BY: KRG DATE: 12/7/09 CHECKED BY: KRG SCALE: AS NOTED FILENAME: 07200-A2.01 A2-ELEV.DWG 1 JRS NUMBER: 07200 SHEET NUMBER: AS KEY[PLAN: Q1 5 L - - - � I. — II ❑ T/TOWER ELEV. EXTERIOR FINISH SCHEDULE 121'-0" _ girrlI c. Ii L ,LLuLL _ LLLII IF' I I—I' II_-IEI EI ASPHALT ROOF SHINGLES, CERTAINTEED INDEPENDENCE �� i SHINGLE WEATHERWOOD -- —`�- _ -- --- _ TTERS 4 Di�lu �J1lL L E2 4"Wx 5"" DOWNSP UUTUCOLOR TO BE(WHITE) BY ATLAS ENT. NC. SECTION 143 B OCK: 3 PROPOI BANK II IILL—IILLU JLL L� L 1 4I LLL �- _U III ILJLLL] I I .0 I J�`L_)). 111 I �ill._J_J IJ--I T� LI_J- : 33.2 - E7 EI LII I L !L.I LI IELLLLIIL �LJ�L li W �� II _ �Lf J U ' EI E3 ALUMINUM COPING BY ATAS INT. COLOR TO BE (COPPERTONE) CONSULTANTS: T/PARAPET ELEV. E3 118'-311 Yll I I I 1 11 1111 11 1111 E4 RAISTED PANELS, CORNICE'S, MOULDINGS AND BOARDS TO BE SAVIK& MURRAY, LLP 11 11 IT II III 111 11 11AZEK 4 FYPON MATERIAL COLOR (WHITE) CONSULTING ENGINEERS 21 W SMITHTMN AVENUE,SUITE fi,RONKONKOMP,NEW YORK I M0 EI VOICEt 63N61-TII6-W W W SAVIKANOMURRAY.COM-FAX 631-067-76AC E5 FACE BRICK TO BE - ACME BRICK CO. E2 11 Jill 11 Jill 11 1111 RED SUNSET BRICK 150 BLEND SAVANNAH STONE CAST STONE BASE (ROCK FACE)' E4 Eo E6 COLOR LIMESTONE "' -- T/WINDOWMULLION 1101_S11 El -I'I� ALUM. AND GLASS STOREFRONT ENTRY W/ GRILLE'S (WHITE) i y E5 — _ ALUM. AND GLASS HISTORIC WINDOWS W/ GRILLE'S (WHITE) _ ll �_--._- --_ ES E9 HOLLOW METAL DOOR AND FRAME, PAINT COLOR 5W 0001 EIO �� Ee 'DECOROUS AMBER' COLOR MATCHES BRICK EI T/0 CAST STONE OO — BANK EQUIPMENT OWNER, GC TI PROVIDE OPENINGS AND EI0 ELECTRICAL REQUIRIR EMENTS IN ACCORDANCE WITH FINAL 103'-4" e6 APPROVED BANK EQUIPMENT SHOP DWGS. T/SLAB ELEV. — EII GOOSE NECK LIGHTING (B-K LIGHTING) SN-A21-WHP-36-E COMMENTS: 100'-0" EI0 COLOR TO BE (WHITE) DATE DESCRIPTION EI2 DRIVE UP STRUCTURE (WHITE) 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION — _ — _ _ — — _ — — — — — _ — — 7/1/09 ISSUED FOR SITE PLAN REVIEW L — — — — L — — L L — — — — — — — — — — — � — — — — — EV PERS PER 9 COMMENTS �� 12/7109 REVISED AS PER PB 11116109 COMMENTS t � SOUTH ELEVATION I SCALE. V4•.I'-O• REVISIONS: T/rTP ELEV. REV. DATE DESCRIPTION 121'-011 EI E1 EI E4 E4 E3 E4 Lf ARA AET ELEV. CLIENT INFORMATION: 118'-3" EI �JPMorganChase E7 NEW BRANCH BANK 10300 MAIN ROAD E4 hrnuNDOW MULLION _ MATTITUCK, NY 11952 EI2 FIE—E I FF FIE � _ JRS ARCHITECT, P. C. —Ji ■ - 181 East Jericho Turnpike,Mineola,NY 11501.2032 Ttl:51 Fv:61B2941889 30 West 24th Street,3rd Floor,New York,NY 10010 --- - Tal:2.128290083 Fu:212E168]21 - T/O CAST STONE 707 State Road,Princeton,NJ 08540.1434 4 103'-4" Tx:60998"= Fu:609,6889090 � -- T/SLAB ELEV. THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND — 100 -0" AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. 1. NFRINGEMENTS OR ALTERATIONS BY OTHERS ILI r I rE ❑ ❑ ❑ ❑ ❑ ---�_. 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W x H U 5 Page 1 of 1 50' MIN, STABILIZED CONSTRUCTION SPECIFICATIONS KEY PLAN: t( EXISTING 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. a99T 6" MIN. STONE 3, PAVEMENT T ; / SEE NOTE 1 S7 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE T CB �� FILTER A 30 FOOT MINIMUM LENGTH WOULD APPLY). \/ o // MOUNTABLE BERM 9� 9 R=90 84 J6 1 EXISTING CLOTH GROUND) pROFILE (OPTIONAL) 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT /j DHE/ ^ � �\ ��+ 9193 / 50' MIN, z POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE S \N �'�\ J' EXISTING ENTRANCE TO SITE ONE 9}26 W _ _ // \ / j GROUND 12' MIN. •-• 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. FIRE HYDRANT 12' MIN,'. EXISTING OHE ;•, PAVEMENT 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- g457 SAWCUT AND MEET;EXISTING PAVEMENT \J OHE v'V'"�" z STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS - - - - - - - - - - -- - p,}p'�''�� IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. + 94?a HE ` PLAN VIEW UP/LP o 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL R=94.96 I PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL DHE G REMOVE CROSSHATCHING AND ^ 5 ' SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY C 4 � o,�� // CENTER LINE STRIPING AS REQUIRED m , i i—��'' OHE//' MUST BE REMOVED IMMEDIATELY, ' // SECTION: 143 BLOCK: 3 LOT' 332 •� • PIC 95 ,� UTILITY POLE i 95 g7�9 96, 02/G\ NN449'S6'OTE STABILIZED CONSTRUCTION ENTRANCE 8. STONE WHICH REQUIRED, INTO ANAPPROVEDROVEDN SEDIMENT NTR TRAPPING DEVICE. CONS ��•�rTN1:S. _-+ _ fi WHEN NG IS LL BE E ON A EA ZED _ 9494 fib N + OAQr 93. i' I N.T.S. ULTRA R ' 6 0pHE G� gy o3� ;° -- - --_ I 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH rM1 ' �i; �I I.J 'L-•1 \'o + RAIN. - �_i + -ll9 1 + EXISTING SAWCUT AND MEET EXISTING 0 — — ,r CD r r ,'� REMOVE EXISTING TREE \ ASPHALT rte. R=95,9ti \ PAVEMENT AT PROPERTY LINE WOVEN WIRE FENCE (MIN. 14 ! - - 7 r J—� REMOVE EXISTING CURB \ I cnucE w/ MAX s" MESH SPACING) ASPHALT PAVEMENTS / ,' C 969 9646 ;64.52 0�1 I� / f EXISTING GRAVEL } \� I MAG NAIL " g3,2o 1 I 10' MAX. C. TOG / INTO GROUNDRIVEN I FENCE CONSTRUCTION SPECIFICATIONS � � 1 \rc STA 4 + // SILT FENCE POSTS DRIVEN MIN. 16" '' 1 5 STOP p/ GEEDS 0 GRNSS�W �„LEND .P I PARKING AREA "1 _ ELEV=-9282 1 M WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES G OHE r' ,' i `�9 + 92 82 \\ ' - _ _ _ -9� OR STAPLES, POSTS SHALL BE STEEL EITHER "T' OR "U” TYPE OR HARDWOOD. WM ® p HEIGHT OF FILTER o o w J 2 FILTER CLOTH TO ' TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES S+ II�� K1! p AA VV �, / �� I REMOVE E)(1STING GRAVEL '� \ .�, �• • .�,w .�, ." = 16" MIN. T �711V�I� � MUR,#„1.R'►�d-j-' LLP BASS R=9701 , r - 1 sS+sD �+� + F PARKING AREAJ+ND DRIVEWAY REMOVE EXISTING ASPHALT PAVEMENT -.� �`'• � SPACED EVERY 24" AT TOP AND MID secilON. FENCE SHALL BE WOVEN WIRE, 12 m m"' 94.37 93.h6 `` \ y w w m " '� 1/2 GAUGE, 6" MAXIMUM MESH OPENING. ,..FGONSI'�LTING ENGINEERS 1 / / •W • + 21606MITHTMN AVENUE,SUITE 5.RONKONKOMA,NEWiYORK 11779 VOICE 6314677775 - .6AVI NO CRRAY C. FAx.631-08>-0MO W' w. 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE n I. S '� F'' MIN OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER - +�\ PERSPECTIVE VIEW FILTER X, MIRAFI 10OX, STABILINKA T140N, OR APPROVED EQUIVALENT. t 97 Ae P / �y� / 36" MIN. FENCE POST 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT, L J11 GRASS/WEEDS � a� / m � STA 1 `; `� /',93 MAG NAIL', , WOVEN WIRE FENCE MIN. E - 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN ` 93,97 „� 1/2 GAUGE W/ MAX. 6" MESH BULGES' DEVELOP IN THE SILT FENCE. _ ELEV=101 .00 I I ` �+94.2 " ( z dD BPHALT CURB \ 9fit(2* ASPHALT PATCH z SPACING) WITH FILTER CLOTH rV -- 1 / 'w I 94,x5_� q" , FLS_ o y _ _.__ 93,04 I + \ 9 UNDISTURBED GROUND COMMEN7�"�+�� CB 9, m� ,� s45 93.50 a + ` ' REMOVE EXISTING FENCES COMPACPLTE�RCLOTH z DEMOLITION NOTES: R=99. 8 ,n / /// �_5,1a w INCLUDING FOOTINGS (TYP.) 1. CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMIT FEES TO DATE DESCRIPTION 29 f �. EMBED oANY AGENCY AS REQUIRED FOR UTILITY DISCONNECTIONS REMOVE EXISTING ASPHALT PATCH A MIN. OF6INGOUND. 4" 02/28/08 BLDG DEPT SUB _ _ _ 2, MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON 'I�1 Icq 1� or PLAN. ALL DAMAGE SHALL BE REPAIRED AT THE CONTRACTORS 03/24/08 PLANNING BD. SUB REMOVE EXISTING TREES, SHRUBS, STUMPS AND SECTION VIEW EXPENSE, UNDERGROWTH INCLUDING L ORGANIC MATTER ♦♦ A� `- STABILIZE ENTIRE PILE WITH PARKING ? ', II �, / / / 94.43 I VEGETATION OR COVER EROSION CONTROL NOTES: J J 1 ya.9e SILT FENCE 2:1 MAX. SLOPE 1. ALL EROSION AND SEDIMENT CONTROL METHODS AND MATERIALS aN.T.S. SHALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST ,UH `9S, TREES/BRUSH MANAGEMENT PLAN FOR EROSION AND SEDIMENT CONTROL FOR +9a so CONSTRUCTION RELATED ACTIVITIES, 4, 0 MP WD FENCE DISCONNECT EXISTING OVERHEAD ELECTRICAL 95,65 / I 2"x4" WOOD FRAME 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING AND I, II li s�1 �I I SERVICE AND REMOVE EXISTING UTILITY POLES. / �` _ STAKE MAINTAINING ALL DEVICES THROUGHOUT THE LIFE OF THE CONSTRUCTION ACTIVITY OR AS DIRECTED BY ARCHITECT. COORDI95. h+Nf�TE WITH LIPA REVISIONS: J /d s�- ��, REV. DATE DESCRIPTION 1077 II 1oz.11 1 _ o ,- ' 1 r I ti FABRIC 5-21-08 REVISED PER TOWN ELL CAP 6 ' ` "' - - - - - - - - - - - - -- r I _� \\\ 1 II y+m �19 1 / CONSTRUCTION SPECIFICATIONS COMMENTS DATED 4-11-08 +9664 I I *9399 I � I I I —II II - i= I. FILTER FABRIC SHALL HAVE AN E05 OF 40-85. BURLAP MAY BE USED 2 7-1-09 Per Planning Dept Comments from 5115109 \,q I �, Frj_ -UIB:-I I °o FOR SHORT TERM APPLICATIONS. 3 9-28-09 Revised Dralna a and Gradin 101 , ` I _ _ _ _ o / ; * HAY BALES OR SILT FENCE U U g g HS 74 9 . , 93,99 N 9 .50 _ _ x - - -97- - - - - - . ' 95,80 4a 67 I ' ' MIN. SLOPE MIN. SLOPE \ II =�-T(I) o 2. CUT FABRIC FROM A CONTINUOUS ROLL TO ELIMINATE JOINTS. IF 4 12.07-09 Revised Per Planning Board 11-16-09 Comments \ + )r JOINTS ARE NEEDED THEY WILL BE OVERLAPPED TO THE NEM STAKE USINEXISTINSS I `; ,' 9745 97,91 ,� �^ ` `; I, DROP INLET WITH GATE o T^�7�•'F '` ,\ , BURIED FABRIC 3. STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT. I '//fir WOODED FRAME METAL WITH A MINIMUM LENGTH OF 3 FEET. / r V� (n , r z ( INSTALLATION NOTES: I I �r/7/,pe\ I 97 e0 I 1 ` I ' '�" - II I 4. SPACE STAKES EVENLY AROUND INLET 3 FEET APART AND DRIVE A I 7.59 i 1 ` 5' x I 1 AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. CLIENT INFORMATION. •T�777-TA I REMOVE ALL DEBIRS - - - -g / w p IG/�; MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 3 FEET MAY BE ` ' ��' V EXISTING of I�h lJNBHIN CLEARING LIMBS 2. MAXIMUM SLOPE OF STOCKPILES SHALL BE 21. �- 'TVnI BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR 'El ``°�' ' 6pg� Y 1 STORY WD FRAME /I 61I 67151 96,4 / I IiUI SUPPORT. _ 99.E7 II r /( I \ / 3. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE SURROUNDED WITH EITHER r i PJPMorganChase °x� ' SILT FENCING OR HAY BALES, THEN STABILIZED WITH VEGETATION OR COVERED. 5. FABRIC SHALL BE EMBEDDED 1 FOOT MINIMUM BELOW GROUND AND r BACKFILLED. IT SHALL BE SECURELY FASTENED TO THE STAKES AND `1 97,O 1 L/ / 1 / I '�; 96 q1 �� `�GATHER EXCESS AT CORNERS ' j, ` \ '\ DIRT T�1�Y11ONC , 4. SEE SILT FENCE DETAIL FOR INSTALLATION OF SILT FENCE. '� I I I FRAME. _ 20N6_WALK_ 97.80 r yy / 96- I I- �7 v NEW BRANCH BANK 90 7L + �, +9654 6. A 2" x 4° WOOD FAME SHALL BE COMPLETED AROUND THE CREST SAND�GRAVEL DRIVE- 9;+ `� 95,83 / 1 OF THE FABRIC FOR OVER FLOW STABILITY. 10300 MAIN ROAD 10005 v `, I `, 9832 '_` REMOVI< EXISTING BUILDING, SLAB, '� MAXIMUM DRAINAGE AREA 1 ACRE MATTITUCK, NY 11952 FOOTINGS& APPURTENANCES / N P SOIL STOCKPILING FILTER FABRIC DROP INLET PROTECTION �' TOWN OF SOUTHOLD N.T S. N.T.S + REMOVE EXISTING TREES, SHRUBS; - - N7,h'03'Op'� ` p STUMPS AND UNDERGROWTH 20,Q0' DEMOLITION PLAN NOTES: 9. THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH � J R S ARCHITECT P. C. I 3S , + � ' - - _ _ INCLUDING ALL ORGANIC MATTER ` se,3s r w NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST ASA + REMOVE-EXISITING TREES, SHRUBS, ' d, ' MUNICIPAL TESTING LABORATORY INC. 1. REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED RESULT OF REMOVAL ACTIVITIES. 181 East Jericho Turnpike,Mineola, NY11501.2032 STUMPS AND'UNDERGROWTH - I r ,<. - , IMPROVEMENTS, ETC, 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, T61a16•s941sss Fax:636-2941669 INCLUDING ALL ORGANIC MATTER 9809 + - - _ - r , 102 NEW SOUTH ROAD, 2. THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A TYPE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY 30 West 24th Street,3rd Floor,New York,NY 10010 100.52 I + r� HICKSVILLE NEW YORK, 11801 / ,61 STRAIGHT VERTICAL EDGE FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS WORK, THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO T6':PS3A290083 Fa.:z6z6as.67s1 `\ I167 (516) 938-5107 EXISTING PAVEMENT. ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD 707 State Road,Princeton, NJ 085404434 + 9999 DATE OF BORING 01/14/08 3. THE CONTRACTOR SHALL ENSURE THAT ALL EXISTING ASBESTOS CONTAINING MATERIALS ARE PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS Tel:60948"100Fax:609E869060 REMOVED FROM SUBJECT PREMISES PRIOR TO REMOVAL ACTIVITIES, AND PERFORM ALL AND THE PLANS SHALL BE REPORTED TO THE ARCHITECT IN WRITING IMMEDIATELY, THE 1 0 !IIh4Y!I LIGHT BROWN, MEDIUM TO COARSE SAND, CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN ISA THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND l "L as AGENCY NOTIFICATIONS AS REQUIRED AS SUCH ARE THE PROPERTY OF URS ARCHITECT, P.C. �. ` �s9� LIMITS OF CLEARING ' ` 'ifI' ' TRACE GRAVEL, FEW SILTS AND ORGANICS _ I STA 3 ` i " , ` 4, EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE MATERIAL COMPILATION OF FIELD LOCATIONS, ABOVE GROUND STRUCTURES THAT WERE VISIBLE AND I GALV NAIL J 5 III;}I� (TOP FOOT) 5. REMOVAL INCLUDES, BUT IS NOT LIMITED TO, ALL FLOOR SLABS, FOUNDATION WALLS, ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS ELEV=99,91 90.85 I a CURBING, PAVEMENT, FOOTINGS AND UNDERGROUND PIPING EXISTING FOUNDATIONS SHALL AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY ARE PROHIBITED °o ° LIGHT BROWN MEDIUM TO COARSE SAND, BE REMOVED FROM THE SITE, QUESTIONABLE ITEMS ENCOUNTERED (ABOVE ANO/OR BELOW DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING DRAWING TITLE. TRACE GRAVEL GRADE) SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT OF RECORD x'101- _ P" g' Y + I <� IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE. CONSTRUCTION MUST BE REPAIRED D REPLACED AT THE CONTRACTORS EXPENSE, I _ 9952 NE• i ' ' - 9e,Jy3 10' 11, EXCAVATE ALL ASPHALT ANO OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY SITE DEMOLITION PLAN �Q _ �ti�• 6, THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ` _ ' - / . • R—A�' - _ is;3e, LIGHT BROWN MEDIUM TO COARSE SAND, ACTIVITIES ADJACENT TO BUILDINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE THE SITE ENGINEER. COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM TRACE GRAVEL THE REMOVAL OF STRUCTURES, BASEMENTS, AND FOUNDATIONS WITH SOIL CONSISTING OF _ {_ APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF + 9871 + 101 15' MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC 101 65 / ` _I_ l o FOUNDATIONS / STRUCTURES / WALLS SIDEWALKS AND PAVEMENT TO REMAIN, AND MATTER, STONES USED WILL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TO DRAWN BY: DATE. 12/17707 �, LIGHT BROWN MEDIUM TO COARSE SAND, PROVIDE A SAFE WORK AREA. 1°1'48 I CLEAN FIRST 100 OF`WOODS TO REMAIN OF ALL DEBRIS + I PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE 9916 a�•_, TRACE GRAVEL 7. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, CHECKED BY: SCALE. AS NOTED AND`DEAD MATERIAL BEYOND GRADING LIMITS I `� VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAFETY , I I 20' -, TRASH, DEBRIS. PLACE FILL MATERIALS HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN i ' • 7, _ S 50'07'00" W 185.75 J =:'ti., PROVISIONS WITHIN R.O.W. (I.E HANDICAP RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. FILE NAME* 70 ti:;,. LIGHT BROWN MEDIUM TO COARSE SAND, PAVEMENT STRIPING, ETC.) SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE OF NEIN & CAP - - - ' 982 TRACE GRAVEL GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE F, y 207100 Demolitlon NT -5.0'07'00" E ', + 1 185'75 `; s:•=' APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TO 112. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE �P�oM,pS E 0, D. 0.3' WEST 10058 25 -. LIGHT BROWN MEDIUM TO COARSE SAND, PROTECT AND PROVIDE SAFETY TO THE PUBLIC UNTIL PERMANENT HYDRANTS DURING CONSTRUCTION. ANY FIRE HYDRANT SHALL REMAIN OPERATIONAL AND � � >k �9 R5 NUMBER 207100 1 + ', �` , a';%!. TRACE GRAVEL COMPONENTS/REPLACEMENTS CAN BE INSTALLED, ACCESSIBLE AT ALL TIMES. 10 26 , `\ + , 28' B. THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS 13. RELOCATION AND/OR REMOVAL OF ANY EXISTING, TRAFFIC SIGNS, ETC. SHALL BE * * 07200 19202 �' o-F ' ` ' + 10051 ` 99,14 ' EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC COORDINATED BY THE CONTRACTOR. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD -1 19220 �0 271075 �` ` DEPTH TO WATER: 13.5 R,O.W,'S, ETC DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH VERIFYING THEIR PRESENCE °� a`" SHEET NUMBER FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND 14, THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING O PLAN SOIL BORING NO: B1 ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND CONSTRUCTION AT HIS OWN EXPENSE. PUF C 01 SITE DEMOLITION SCALE: 1 N.T.S. PROCEDURES IN CONNECTION WITH THE WORK. LEGEND PROPERTY INFORMATION GENERAL NOTES KEY PLAN: O S / DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: ?J / 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD 2 T CB AVE AVENUE SECTION 143 BLOCK: 3 LOT: 33.2 SPECIFICATIONS AND STANDARDS, Ark- OHE R=90 84 BC BOTTOM OF CURB ADDRESS: 10300 MAIN ROAD (NYS. RT. 25) 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN BW BOTTOM OF WALL ADVANCE OF ALL CONSTRUCTION. 11952 Y N. . _ _ _ _ _ _ � BLVD BOULEVARD MATTITUCK, 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO / CB CATCH BASIN OWNER: ROY SCHOENHAAR START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE T oHE/ _ g3 / CLF CHAIN LINK FENCE 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE, 1 E/ W - �� COEFF COEFFICIENT CUTCHOGUE, NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. OH 9326 CPP CORRUGATED POLYETHYLENE PIPE 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE j oHE/ W y GONG CONCRETE APPLICANT: JOHN SORRENTI, JRS ARCHITECT, P.C. STATE UNIFORM FIRE PREVENTION & BUILDING CODE. FIRE HYDRANTS / _/ 0 OHEi DEPT. DEPARTMENT MIN EAST Y 1150 TURNPIKE 6. ALL CONCRETE TO BE A MINIMUM OF 4000 PS.I., 28-DAY STRENGTH. /j 0H4 �� 43.24 } 9143 / 4 OR DIA. DIAMETER MINEOLA, NY 11501-2032 7, ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS 9451 W - _ /oHE D DRAINAGE R LOCATIONS. ALL UTILITIES TO /`-}`s"'� DMH DRAINAGE MANHOLE MUNICIPALITY: TOWN OF SOUTHOLD AFTER CONSTRUCTION IS COMPLETED. + 9438 PROPOSED CONCRETE"CURB , DC DROP CUB BUILDING USE BANK 8 COORDINATE AND COMPLETE ALL UTILITY RE 1 E �*-� OHE UP/LP E EAST BE INSTALLED/RELOCATED BELOW GRADE. /�off W R=94.96 ,959 11 ��' , / ZONING DISTRICT: B 9, DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE / 2' OFFSET FPR CURB �� EFF. EFFECTIVE LOT SIZE: 49,262.82 S.F. 1.131 ACRES INSTALLATION OF NEW SIDEWALK. S oHE f - ` _ ` 1 5 N 1 .�1 o EL. OR ELEV. ELEVATION / i Io' ",\ ELEC ELECTRIC FLOOR AREA. 4,253 S.F. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT DHE/ / � . �---• 45 fit 9494 ; ' . 9,-� ONE C', . PROPOSED SIDEWALK RAMP EMH ELECTRIC MAHNOLE 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS , C. VERIFIED SECTION: 143 BLOCK 3 LOT: 33.2 ROAD /UTILITY POLE 956' 9296+ 93 } 2 � �� y, . , s I 860756'00"E F. EX. FIRST BOOR ELEVATION SETBACFRONT: 86' (100' REQ.) ALL TRAFFWITH IC PRIG TO WN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W. OR CONSULTANTS' - _ _ _ I FT. FEET OR FOOT SIDE. 72.4 (25 REQ. 50' TOTAL) 12. LTROL DEVICES, . SIGNALS, SIGNS, AND PAVEMENT+ - MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES + GA GAUGE REAR: 117' (35' REQ.) y- + 9009 - -92- _ _ _ 51,76 GV GAS VALVE OF THE N.Y.S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS -..••'� GC GENERAL CONTRACTOR ITEM AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. I�, I 1 o CB ' ,' ?i7 ti 94 HP HIGHPOINT TOTAL LOT AREA 49,262 82 100% 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL A ,�/ LB'2 HYD HYDRANT DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF , R=95.9 , y BUILDING AREA FOOTPRINT 4,253 8.67% 1, ' L8.1 a I INFO. INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF F' ' '' v ' y ASPHALT PAVEMENT PAVEMENT AREA 24,380 49.49% BEGINNING SUCH WORK ALONG A TOWN ROAD. r ql q 9646 / , ' INV. INVERT , O " ' O \" �-' F4 95 1 ,� +,n I � LB LEACHING BASIN LANDSCAPING AREA 20 612.82 41.84% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE -- - ..- 6 sa 52}\ i 95 'flS _ LP LEACHING POOL TION THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE g SZ OP , ;,K ED ^F, ' 1 DRAINAGE 9320+ L.P. LOW POINT NOTED ON PLAN. I -•- - - ,' g0 ORp55�WE „l `� AREA II MAX. MAXIMUM LOCA N.T.S. MAP 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION G OH� r' ,� / PROPOSEDr CONCRETE Sit EWA 9`p 96 5202 ' TO 96.70 96, 9� SAWCUT AND MEET EXISTING PAVEMENT MN MANHOLE l- MIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS. ` -e VIK o M�-RR w ' ry �� WM ® P a7lY n /1Y LLP 5 ` �cF SURVEY NOTES \ G /oHE GRASS R-97,01 , g5+y0 NA NOT APPLICABLE y r + PROPOSE 1Y C.P.P. r(fil'p p BC: 96.20 84,37 5).46') l N0. NUMBER CONSULTING ENGINEERS TO: 9715 1 NTS NOT TO SCALE 30 I ,-:2 48 SUFFOLK AVE. 1. FIELD WORK WAS CONDUCTED IN DECEMBER, 2007 BY WELSH 2199 slairxrowry av6rvu6,smree Borvrcorvrcorva,rv6w voxx nn9 4 ' 93p2 + - @C_96J65 4334 _ NYS NEW YORK STATE RIE. NEW ENGINEERING & LAND SURVEYING, P.C.. voice:esi�er-ms-wurw savllwHOMuexav com-rav eai as,-moo 95.49 = + TO: 97.00 TO: 97.25 sJ,oz + NYSDOT NEW YORK STATE pJ6 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. TO: 96.60' BC: 96.50 0 9310 BC: 96.75 -F I N DEPARTMENT OF TRANSPORTATION SOUND SOUND pVE. 3, THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT iV O OC ON CENTER TITLE REPORT MAY REVEAL. JT t e7 sl's i BC: 96.101 / `. ��..•1`T A � PROPOSED CONCRETE CURB 92 OD OUTSIDE DIAMETER PROJECT �� 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, m , , LB.3 . 1 O \ OHE OVERHEAD ELECTRIC FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE, UNDERGROUND 1 ILB.4 • 1930b+ PC POINT OF CURVATURE �y v z TCa 9 .30 1 ♦ ± LOCATION zp LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY n BC:`95.80 ` ♦. -14♦♦ g429 93.97 41� 97 I l PRC POINT OF REVERSE CURVATURE a ♦♦ . TO. 97.07, PT POINT OF TANGENT p �O� �F NOT BE SHOWN, PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL CURB 86425+ ♦ . I a- "CALL BEFORE YOU DIG' AT (800) 272-4480 AND HAVE ALL UTILITY ASPHALT x , ♦ BC: 96.57 PVC POLY VINYL CHLORIDE G ', ' ` I ♦ V ' Y�� 94, a� 93,e4 + ` - '9A PSI POUNDS PER SQUARE IN " �y LOCATIONS MARKED ON THE GROUND. CB ® `�I T t1 a ' 9459511_ j BC: 97.58 + I , R RADIUS 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, COMMENTS: R-99 8 ��I "` 5,50: BLOCK 3, LOT 33.2 I s �y 9528 ♦��8-6/ Tc:97.65 I I RCP REINFORCED CONCRETE PIPE �a DATE DESCRIPTION .0 1" ♦ } 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT _a , wn \ ♦♦ r ♦ BC: #II RET RETAINING m o �-', • ' ♦♦ TO:9785 I RD. ROAD y PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. EHLERS, DATED 02/28/08 BLDG DEPT SUB m II¢ I _ ♦ f • I N I GAP caE4) 7/31/2007. 03/24/08 PLANNING BD. SUB 1 w, ■ �- ♦ BC:97.35 REQ'D REQUIRED m II r a it 1 LB.7 1 TC:.9Y.`/5 L8_8 I RTE ROUTE R• o= A001VIC BAY m g1 m ■ rn / -' } :9725 m SMH SANITARY MANHOLE DRAINAGE CALCULATIONS: PARKING v yll 1'I i ' r -/ s0.h3 PROPOSED __ _ /g1 NI I I S SOUTH OR SANITARY Q'" cu ■ + ` :. SIDEWALK RAMP �__ J , 11 i ■ 9496 - - - SF SQUARE FEET 'L .' %e / �: I I ST. STREET AREA I `I , . , , ' � I LL's . PAVED AREA: 12,900 S.F. x 2 12 x 10 = 2,150 OF ■ -gs m TC:97.70 - _ 99`" TMH TELEPHONE MANHOLE / PROPOSED CATCH BASIN (TYP.) ¢ " ' • ,, ,'y BC: 97.20 - �9490 II z'" ■ I I TSB TRAFFIC SIGNAL BOX GRASS AREA: 4,469 S.F. x 2/12 x 0.3 = 224 CF 1 3D r I TO TOP OF CURB TOTAL AREA 2,374 CF/68 42 CF/VF (10'0 POOL) = 34.7 VF REQ'D DRAINAGE PROPOSED 9' C.P.P. ROOF DRAIN o ' ■ ' 9565+ I � � ' I Q TW TOP OF WALL PROP SED C NCRETE CURB TYP. , I ' I ■' AREA '.' I ■ I w I PROVIDE: 5 - 10'4 POOLS X 8' EFF. DEPTH = 40 VF ' I l TO: 9,7 i� I TYP TYPICAL VOL VOLUME REVISIONS : ', I 91 C_ ss' a I , - ' I IN�' J - I 11 5' WM WATER METER REV. DATE DESCRIPTION mna a �_ w a WV WATER VALVE AREA II 102'111 7 1 o , �PF70POSED` BANK '� ; LB.9 I I W WEST PAVED AREA: 4,392 S.F. x 2/12 x 1.0 = 732 CF 1 5-21-08 REVISED PER TOWN WELL CAP 61' `7 +� _ - - - - 4,253 S.P. I r < I GRASS AREA: 3,254 S.F. x 2/12 x 0.3 = 163 OF COMMENTS DATED 4-11-08 / ii III 1 5 y F.F. EL. 98120 ' 19399 TOTAL AREA: 895 CF/68.42 CF/VF (10'4 POOL) = 13.1 VF RECT i� 'i III 9 96.b4 96.3s i' I I I II 2 7-1-09 Per Planning Dept Comments from 5115/09 PROPOSED L�ONCRETE CURB m LEGEND PROVIDE 2 - 10'4 POOLS X 8' EFF. DEPTH = 16 VF TO: 97.75 i 101 I. "+w' �` + '086 PROPOSED CONCRETE SIDEWALK ` I °` I I I 1 SYMBOL 3 9-28-09 ReNsed Drainage and Grading BC: 97 25 1 N s 6 DESCRIPTION '1 I q1 1195,74 96.91+ - _ _PROPOSED 10'0 LEACkINGSPOIN I I4`I I 9 9s , EXISTING PROPOSED AREA III 4 12-07.09 Revised Per Planning Board 11-16.09 Comments EXISTING = 1L t I� a I PROPOSED` BUILDING CANOPY �; 1 J' PROPERTY LINE ------- PAVED AREA: 1,270 S.F.S.F, x 2 12 x 1.0 = 212 CF BUSINESS o l ` i +97 a. +9 I EASEMENT LINE - - - - ROOF AREA: 2,655 S.F. x 2/12 x 1.0 = 442 CF r zN CONTOUR LINE - - -- -99- - - - - 99 GRASS AREA 750 S.F. x 2/12 x 0.3 = 38 OF BUILDING TOTAL AREA: 692 CF/68.42 CF/VF (10'0 POOL) = 10.1 VF REQ'D PROVIDE 2 - 10'0 POOLS X 6' EFF. DEPTH = 12 VF CLIENT INFORMATION. 67s9 �- TC: 97.90 TC: 97 85 + ` TC: 98.20LB.10` I mBUILDING OVERHANGBC: 97.40 BC: 97.35 1 BC: 97.70 : TC: 97. 0 CURB (ALL TYPES)' 96�g + 9).75�i 9644+ ` \ - BG:9730JPMo g nChase PAVEMENT STRIPE AREA IV All, m `" ■ EDGE OF CONCRETE 5,345 S.F. x 2/12 x 1.0 891 CF PAVEMENT GUARDRAILSAWCUT TOTAL AREA REAi 2'558 S.F. x 2/12 x 1.0 = 427 CF LB.iI �J' _________ PAVED AREA968 GRASSROOF AAREA: 11,670 S.F. x 2/12 x 0.3 = 584 CF L, ' 98 }B 92 + + TO: 9845 g j �I 1 o m TREE/VEGETATION LINE Y Y� 1,902 CF/68.42 CF/VF (10'0 POOL) = 27.8 VF REQ'D 9780 97.66 + " BC: 97. 5 +96.54 6. r I m I--n =, o o NEW BRANCH BANK - - - - Jy.- _ 9 . :, slew / I ''3 FENCE .-,�� I� TO: 99.76 + 9 ■ - r� PROVIDE: 4 - 10'4 POOLS X 8' EFF. DEPTH = 32 VF 10300 MAIN ROAD 9632 • N uuoouu \ DRAINAGE LINE D too as BC:98.66 ■ I I MATTITUCK, NY 11952 \ L Tc: 9a.1s cns MAIN c c DRAINAGE TABLE TOWN OF SOUTHOLD 1 00 BC: 97.66 �9 , g,LB.�2/` I I / I / TELEPHONE LINE T ' OVERHEAD ELEC. LINE OHE 9 ELECTRIC LINE E BASIN RIM OR INV. fl`� INLET DESCRIPTION TO: 99.00 PROPOSED CONCTRETE �,;! _ I N7,h'03'Op�� `� NO. GRATE EL. w� TYPE oI \' BC: 98.50 + 01 DUMPSTER PADIN SEE DETAILS i 20.Q0' SANITARY WATER ALINE W 5 CB.1 96.50 94.00 o CURB IN J R S ARCHITECT, P. C. o L 99.33 _ _ _ �1 5835 DRAINAGE - 06 : I `" LB.1 94.15 91.65 a' CURB 181 East Jericho Turnpike, Mineola, NY 115 0 1-2 0 3 2 _ I AREA IV /-a II I ,1 `7 PARKING STALL QUANTITY Tel:6162941666 Fax:61&2941669 LB 2 93.75 91.25 8' CURB 30 West 24th Street,3rd Floor, New York, NY 10010 o t -F Tel:2325295093 Fax:212545-6421 100.52 1 I -_ I + ,� � � .F99 so 99.50x LB.3 96.20 93.40 8' CURB ,47 6t w \ SPOT ELEVATION LEA 96.10 93.30 8' CURB 707 State Road, Princeton, NJ 08540.1434 ` LB. ' 1 v, } TM:60958&9100 Fax:6095B&9060 WATER METER 98 - - - - - g8, r r n 99.98 LB.5 95.80 93.30 8' CURB 100 99� � � A ' `� WATER VALVE � LB.6 96.35 93.40 8' FIELD , /T THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND g9� CLEARING LIMITS) I I ' ` UTILITY POLE -o- LB.7 96.25 93.50 8' FIELD AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. / r ` FIRE HYDRANT LB 8 96.95 94.45 6' CURB CONNECT ROOF DRAIN ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS LE9 96.60 94.35 6' CURB ARE PROHIBITED. 01, _ 90 e5 I I I Ir Y o DRAINAGE GRATE ® ® LB.10 97.30 94.00 8' CURB CONNECT ROOF DRAIN i I I I SIGN m- a LB 11 97.00 94.50 8' CURB CONNECT ROOF DRAIN DRAWINGTITLE: 99.5210NE g i f _ + ge, 3 I LB.12 96,50 94.00 8' CURB SITE GRADING AND DRAINAGE PLAN TREE >'a LB.13 95.95 93.50 8' CURB ioNE 101,65 + 5I n m + tot o0 DRAINAGE STRUCTURES 0 ® I® % �I DRAINAGE NOTES DRAWN BY: DATE: 12117/07 i ♦_i �� + 1=ta0 I 1. ALL DRAINAGE PIPE TO BE 17' CPP, UNLESS NOTED OTHERWISE ' + I `r' CHECKED BY: SCALE. AS NOTED 99.10 I ` � I ' �, 0 2. ALL ROOF PIPE TO BE 8" C.P.P. UNLESS NOTED OTHERWISE r I SANITARY STRUCTURES O O 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR 7oz_ _ S 50'07'00" W 185.75' J I I\ FRAME AND GRATE AT THE FACE OF THE CURB-INLET. SET CF NE FILENAME -�- -7199.72 - - FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT .\E wy 2071 oo Grading ' - - - N 50'07'00" E } - - 185.75' I I ` ,`p'O�pS JRS NUMBER: 207100 ' + 10�26 ' ` ` * 07200 + + 9914 T%G� SHEEETTC2 . 01 NUMBER:,102 02 � '�_t + �TO.15 i I 100.51 `\ p FES . 0 1■ SITE GRADING AND DRAINAGE PLAN V i SCALE: 1"=20' KEY PLAN: f f PARKING CALCULATIONS SIGN LEGEND SCUD UNE PARKING REQUIRED NAE BANK: 1 STALL PER 100 S.F. G.F.A. �25 A �t•1P1 4,200 S.F. / 100 S.F. / STALL = 42 STALLS O • • • /30' ooj pNE\WROgp`\0 ONIE5 TOTAL STALLS REQUIRED = 42 STALLS A = \1'/ f OpUgVE yE OW PARKING PROVIDED: FIRE HYDRANT STALLS (STANDARD) = 25 STALLS 77' REQUIRED A.D.A STALLS (RESERVED) = 2 STALLS Q. LANDBANKED STALLS = 15 STALLS p° R-10' TOTAL STALLS PROVIDED = 42 STALLS O Q R V=94 18 UP/LP.96 B - 6.5" S TION BLOCK„ •3SECTION: LOT: 33.25 . R--12' N49'36'00"F S TUILTY POLE R=12' 5' 86. 5' CONSULTANTS f WHITE LANE ARROWS (NP.) a R=gp' o ASPHALT PAVEMENT 1 o� 5 I — •I R=70' POSSIBLE FUTURE ACCESS LOCATION WM ® p a R=20' SAVIK o MURRAY, LLP GRASS R=szG1 D -� WHITE LANE ARROWS (TYP.) / 1 CONSULTING ENGINEERS STOP BAR R-6" \ IM_ 21WSMITHTOWNAVENUE,SUITE 6,RONKONKOMA,NEW YORK 11iiB B• VOICE:99N9i-TiIb-WWW9AVIKAN9MURRAYCOM- FAX:6314WTM I/ R=5' A zr 1 24 \ \ \ ACCESSIBLE 8' z 1 LANDBANKED PARKING (1) I / PARKING SYMBOL C \ 1 ¢ ` 6 0 I 11 ASPHALT CURB (\)/ R=3' R-3' I I ® I R COMMENTS: =14' 9' 20' VARIES T-4" DATE DESCRIPTION R=113' I l R=15' J1�1 I 02/28/08 BLDG DEPT SUB R=100' I I �}-rI—.�� 03/24/08 PLANNING BD. SUB I LOW i LINE N _ II I PARKING FULL BARRIER 31a SEE PLAN `'•.I I I I I 24" I > 1- � 10'y 2--8" y REVISIONS : 24' 18' 5.5' I I o I 4 SOLID WHITE LINE f7�-5" " 8' 22' w REV. DATE DESCRIPTION 9' PROPOSED BANK I7 13' 1 5-21-08 REVISED PER TOWN WELL cAP ® I e 67 4,253 S.F. I Q I TRAVELING LAN SNE ARROWARROW I 60' O 2' w 1 a —10"-C HIGH COMMENTS DATED 4-11-08 1 6 I F.F. EL. 98.20 I I I I ' LETTERS 2 6-10-08 REVISED PER nysdot 14 I I I I PAVEMENT SYMBOL DETAILS COMMENTS DATED 5-27-08 R=3' WHITE TRAVELING LANE STRIPING I N.T.S. 3 7-1-09 Per Planning Dept Comments from 5115109 nYlu EXISTING 3AIl1a WHITE DESIGNATION STRIPING I I 4 12-07-09 Revised Per Planning Board 11-16-09 Comments 1 „ I I SIGN SHALL HAVE RED BACKGROUND WITH BUSINESS I l A — f I WHITE LEGEND, AND 3/4" BORDER Y7 I — I zw R=15' m — R-15 I I I n STOP SIGN RESERVED PARKING SIGN NO PARKING SIGN RESERVED PARKING SIGN CLIENT INFORMATION: � � �I 11' I I I � � m N.T.S. WHITE ON BLUE BACKGROUND RED ON WHITE BACKGROUND WHITE ON BLUE BACKGROUND (WITH BOLLARDS SIGN POST) (WITH BOLLARD SIGN POST) (WITH BOLLARD SIGN POST) : —0- 11 _ _ RESERVED NO RESERVED 4" WHITE PARKING : NoPJPMorganChase 0 L J I I 11 24° PARKING PARKING PARKING 1 s STALL STRIPING (TYP.) —� 10- �� II � ® ANY ® NEW BRANCH BANK N 4"-D LETTER SIZE • • • Tom. 10300 MAIN ROAD R-2 R=7.5' 15 I cn ATTITUCK, NY 11952 5" BAR N ~� P1-1 ~, T10WN OF SOUTHOLD I A� R=7.5' I I I 4"-D LETTER SIZE — P4-6 P4-6 / R-8 I I I N71'03'00"E til ( 3; 24' R-15 20.00' SIGN SHALL HAVE RED BACKGROUND . ' , 11 , °o z' " . ' : JRS ARCHITECT, P. C. I I w WITH WHITE LEGEND AND VARIABLE BORDER. � �" 181 East Jericho Turnpike, Mineola, NY 11501-2032 / Tel:516-2 9 416 6 6 Fal:516-2941669 POSSIBLE FUTURE I f / I I co `v DO NOT ENTER SIGN 30 West 24th Street,3rd Floor, New York, NY 10010 CROSS ACCESS LOCATION I / \ \ \ ^\ \ \ \ \ \ \ I I I N 1 N.T.S. en^ a Tel:2]292%093 Fan:212-64%421 7::.,;;;,;; 707 State Road, Princeton, NJ 08540-1434 N Tel:609-666-9100 FeA:60%68,9060 WIDE BLUE STRIPES THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND L N I I I GONG. CURB AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P C. I i " GONG, SIDEWALK 1 ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS LANDBANKED PARKING (14) • I I I _6„ (TYP, � I 4" WIDE o DRAWING TITLE ARE PROHIBITED. WHITE STRIPES T WIDE, 45' BLUE STRIPES, 5'-D" O.C. SITE ALIGNMENT AND STRIPING PLAN • / / �0�� I I I ti� 2y, `Lh N� DRAWN BY: DATE 12/17/07 o ` PARKING �,, CHECKED BY; SCALE AS NOTED . w BLUE INTERNATIONAL 185.75' SYMBOL FOR ACCESSIBILITY FILE NAME: S 50'07'00" IN _ _ _ OF NEW 185.75' 6'-6' 9'-0" 8'-O" 8'-0" 8'-0' ,N� YD 207100 Align N 50'07'00" E I I STANDARD STALL 24'-0" t��P,OM`NS E" n,•Py'Q•f- SIGN SHALL HAVE YELLOW BACKGROUND RESERVED STALL * * JRS NUMBER: 207100 07200 WITH BLACK LETTERING AS SHOWN, AND LOCATE AT EDGE OF PARKING SPACE UNLESS 1/2" MARGIN WITH 3/4" BORDER ACCOMPANIED BY "VAN" LETTERING SEE CIVIL NOTES, THIS SHEET = SHEET NUMBER' SITE ALIGNMENT AND STRIPING PLAN PEDESTRIAN CROSSWALK ACCESSIBLE PARKING SYMBOL RESERVED PARKING STALL AND RAMP DETAIL C 3 01 SCALE: 1"=20' N.T.S. N.T.S. N.T.S. PRWFESSI, I" BRONZE LOCKING DEVICE KEY PLAN: l / W/ KEY WRENCH SUPPLIED / \ A x0000000000\ A 7 \\ �y � \N � 00000000000000\, INLETII � I OUTLET sc SANITARY NTA YoE�oo I ti ti Rr sEwER II /pHE � 1-1/2" LETTERS / 2 PENETRATING PICK HOLES T /pHE -- \\ 180' APART \\ FIRE HYDRANT ADJUST CAST INTO CAST DATE IN UNDERSIDE I / W TOP OF FRAME OF COVER / W wv 'co� - - a pHE uP/LP PLAN R=94,96 °jWa -1 pHE - 25 i �,� off 28-3/6" »n,:r:z:-'S'P:" 6 SECTIONS^t4'3' BLOCK. 3 LOT: 33.2 oHE C'" 27_116" FINISHED GRADE HEAVY DUTY CAST IRON FRAME — VN� MAIN RO P,n/ £ FUTILITY POLE HE /// � \�\ '''= 9i-' I 86.75 O E 26/6rf SOLID ASPERTANK TO 20" 20 AND LOCKINGCOVER MINIMUM TRAFFIC S AS REQUIRED COW ANTIS`.'^" 1v, N49'36'0 " 25 3 TO BRI �T f\ PROPOSED WATER METER ,' :. \\ GRADE MIN. ,N N MIN BEARING SLAB Dye �� , , .,. vr. 94 3/6„ - I� INL� r,l ' OUTLET �_- PROPOSED RPZ 4N HOT BOX - . "`: . ' , �� / 9 r ' CIA CLASS ' ` s 24" MIN PIPE 4OR EQUIVALENT 0 1 - .-.-- .- \ '�..''• I ASPHALT PAVEMENT B m --•- 6 , ... � T- � z MIN. 4" DIA. CLASS 2400 95 , • l 95 y I 25-3/4" PITCHED 1/d'-1' w FLOW PIPE OR EQUIVALENT • -- -- .. 1 . 5-1/8 "' ao BAFFLE PITCHED 1/8"-1' gD5 SSOP p C GRPSSIWEEDS` - �oo� 96 96 ' ,vs 9SECTION A—A e, ` �—� SAVIK o MURRAY LLP pNE GRASS WM ® p R=97'0i' r' '11 / COVER DETAIL CONSULTING ENGINEERS r _ - ' SECTION 2158 6MITHTOWN AVENUE,SUITE 5,RONNONKOMA,NEW YORK fliiB N,T.S VOILE 53Nai-iii6-WWW 6AVIKANOMURRAY.WM- FAX 83Nfl-0MB PROPOSED WATER SERVICE -- - ' - - n/ 1 PROPOSED UNDERGROUND GAS SERVICE N S.C.D.H.S. 1 .200 GALLON SEPTIC TANK /V \ N.T.S. \ I 11 z „ 1 I ' 97 _ , ASPHALT CURB , 1 I -\ 9A I -9A- ' HEAVY DUTY CAST IRON FRAME COMMENTS: AND LOCKING COVER FINISHED GRADE DATE DESCRIPTION - I IINLET MIN. 4" DIA. 02/28/08 BLDG DEPT SUB 1 I r I m I SOLID PRECAST TRAFFIC Icq I r�®� S I-.., BEARING TOP SLAB 03/24/08 PLANNING BD. SUB 7 - - r y m ' , ca 1. m PARKING v g', II IIS r \ _� - +„ �q1 �I I I . •m® ® ® ®® ® 95 ^ .•1,, m a Iii ' ' "' „;:I I I I w PRECAST SANITARY RINGS (TYP) I o F PROPOSED UNDERGROUND ' I r 50' MIN. TO EXISTING WELL F ELECTRICAL SERVICE6 I I m - I ¢ `= m® 8'-0" REVISIONS II ' 'I ' ' , - � I I r' / N LL COLLAR MATERIAL TO CONSIST REV. DATE DESCRIPTION , I x , �I- 4` N 95 z w m ®® ® ® 3' MIN. 1 w I OF COARSE SAND AND GRAVEL II PROPOSED CATCH BASIN , -PKPOSED` BANK ' ' I - 99!0 COLLAR WELL CAP ® (SOLID NON-LEACHIN UCTURE)_ _ - 'r �- 4,253 S.¢. ', I �� m® ®® 1 5-21-08 REVISED PER TOWN II ; -Pb F.F. EL. 98.20 I I ®® ® COMMENTS DATED 4-11-08 III , , 7 2 7-1-09 Per Planning Dept Comments from 5115109 s l I ! I 3 9-28-09 Revised Drainage and Grading MIN. ABOVE -97- - - - - - , II ', I r GROUNDWATER 4 72.07.09 Revised Per Planning Board 11-16-09 Comments EXISTING o `\ ,' ` `�, 1 ? BACKFILL MATERIAL TO BE BUSINESS � ', : '' ', ` _ I \�Ily,' CLEAN SAND & GRAVEL ALLOWABLE SANITARY FLOW 6' MIN. PENETRATION INTO VIRGIN , I , i z GROUNDWATER MANAGEMENT ZONE: IV k , 11 I rn - I '^ v, STRATA OF SAND & GRAVEL CLIENT INFORMATION: I I \ / 7`SOi 70o I m ALLOWABLE FLOW FOR SITE. 600 GPD/ACRE (600 GPD/ACRE) X (1.131 ACRES) = 678.6 GPD '_ 1 S.C.D. H.S. SANITARY LEACHING POOL DETAIL �pJPMorganChase ALLOWABLE FLOW FOR PROPOSED BUILDING: N.T.S. BUILDING USE: BANK (NON-MEDICAL) G N �� \I I w 4,253 S.F. OFFICE X 0.06 GPD/SF = 25518 GAL, r� PROPOSED 8'0 X 6' EFF I l�O\ iDh` 9B y�l�� F( DEPTH SEPTIC TANK 96,1 /I m / NEW BRANCH BANK _ SEWAGE DISPOSAL SYSTEM DESIGN 4 I /� I PROPOSED SYSTEM 0300 MAIN ROAD N \ I \ SEPTIC TANK LEACHING POOL SEPTIC TANK: TOWN F S NY OLD REQUIRED: 255 GPD X 2 DAYS = 510 GPD TOWN OF souTHOLD O I I ,' RIM: 96.70 RIM 96.50 PROVIDED. (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPD -97� \ / r -"` INV IN: 94.50 INV IN 93.90 - - ST 0 101, LP � \_ _ _ N7,h'03'Op2� `\ INV OUT: 84.00 DEPTH: 6' LEACHING POOLS', REQUIRED: 255 GPD/1.5 GPD/SF = 170 SF ;� � I ` �'� _ 20• 20, o' 1� JRS ARCHITECT, P. C. - Q PROVIDED: (2) 8'0 X 6' EFFECTIVE DEPTH = 300 SF w 181 East Jericho Turnpike,Mineola,NY 11501-2032 - - - _ _ O - - - - PROPOSED BANK FUTURE: (1) TO X 6' EFFECTIVE DEPTH = 150 SF A r Te1:516290.i(566 Fax:5162 9 416 6 9 LP �I IF.F. EL. sa.za FINISHED GRADE 30 West 24th Street 3rd Floor,New York NY 10010 1 I ' CO ` * ALL WELLS WITHIN 150' SHOWN ON PLAN I I FUTURE`F.)fPANSION POOL — 97 ) I I � r. N � Te1:2129x%Oe3 Fax:zlz�sass'rx1 707 State Raad,Princeton,Nl 085401434 F 7 , , N TN:fiO%9&9100 FaC:60%869060 98 700 99 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND DRAINAGE POOL ` -/i r �� PROPOSED AS SUCH ARE THE PROPERTY OF URS ARCHITECT, P.C. 9 I i ' 'I r BUILDING ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS PROPOSED 8'0 X 6' EFF. , DEPTH LEACHING POOL r �� INV. 95.50 ARE PROHIBITED. I \'o I I ' P X01 HOUSE TRAP O DRAWINGTITLE: 707- -_ tiONE "a " I I I SITE UTILITY PLAN . . I S? LF ® 2,00% �3 _ I I 40 PVC SDR 35 DRAWN BY: DATE: 12/17/07 i 10 LF ® 1.00% CHECKED BY: SCALE. AS NOTED I I `r 4"0 PVC SDR 35 87.90 FILE NAME: ' f\102- _ S 50'07'0 W 85.75' J I I` j EL OF NEW r 207100 Utility — — -- NT -5'07'001 E — — — 185.75' 3' MIN. To �Q p�,S E ✓7p�p I `` GROUNDWATER EL.84.00 �� -C JRS NUMBER: 207019 — - - - - ,I (HIGHEST EXPECTED 84.70f) - * * 07200 SANITARY SYSTEM PROFILE SHEET NUMBER: SITE UTILITY PLAN NTS' ��pRo Ess6 a\�� C4 . 01 SCALE: 1"=20' KEY PLAN: 5/16'0 GALV HAUNCH (TYPICAL ALL 4 SIDES) NUTS & BOLTS 6X6-W2.9xW2.9 W.W.F, (TYP.) SIGN (TYP.), REFER TO PLANS FOR TYPE AND SIZE. u `• `r8cl- OURED CONCRETE• n 8„ OMPACTED GRANULAR SUBGRADE li U SECTION o a GAILY. STEEL 10' 1n CHANNEL B" CONC, SLAB 4000 LB. 28 DAY STRENGTH z DUMPSTER PAD FENCE NOTES: , ` M ALL FENCE FABRIC SHALL BE BLACK PVC VINYL A '\ ..ae COATED, CLASS 2B, 6 GAUGE FINISH WITH 9 " o SECTION:� APS LOT: 33.2 GAUGE CORE. ALL POSTS AND HARDWARE SHALL BLOCK 3 r BE BLACK PVC VINYL COATED TO CREATE A ' COMPLETE VINYL SYSTEM - NSU ' W` FENCE SHALL BE INSTALLED WITH BLACK VINYL SLATS (TYPICAL ENTIRE DUMPSTER ENCLOSURE) APPROXIMATE 6"x6•' W2.9xW2.9 WIRE GROUND MESH WITH 3" COVER 17 SEEDUMPFENCE STER PNOTES,AD AITHIS SHEET CE ,\\/\\/,\\ " "\\ %�\ SEE CIVIL NOTES, THIS SHEET o DUMPSTER PAD DETAIL a II NOTES: SAVIK& MURRAY, LLP N.T.S. II II 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL CONSULTING ENGINEERS SIGNS EXCEPT FOR INFORMATIONAL SIGNS, 21M SMITHTOWN AVENUE,SUITE 5,RONKONKOMA,NEWYORK 11779 VOICE031467-7775-WWW.SAVIKANDMURRAY.COM- FA%.6314619810 LL-U 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKETS SHALL CONFORM TO THE LATEST N Y.S.D.O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. COMMENTS: DATE DESCRIPTION #5 BAR CONTINUOUS, 02/28/08 BLDG DEPT SUB EXCEPT AT JOINT ACK COAT 03/24/08 PLANNING BD. SUB 1-1/2" TYPE 6F RA NYSDOT TOP COURSE ECURB BOX ROUND GRATE, 1" R 2-1/2" TYPE 3 RA NYSDOT 6„ 1/4" R BINDER COURSE BASIN OFFSET MEASURED TO 6" DENSE GRADED AGGREGATE CIVIL DETAILS MIDDLE OF THE FRONT FACE OF BASIN OFFSET MEASURED TO THE BASE COURSE 1. CONCRETE FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE THE CURB BOX. CENTER OF THE ROUND GRATE .:.'•�,' :,' STRENGTH OF 4,000 P.S.I. AT 28 DAYS. REVISIONS: A A 2. MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FEET, REV. DATE DESCRIPTION 1 3. CONCRETE CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO 1 5-21-08 REVISED PER TOWN 1 ; ROADWAY PAVING. COMMENTS DATED 4-11-08 4. SUBBASE TO BE MECHANICALLY COMPACTED TO 95% MAX. DENSITY 2 7-1-09 Per Planning Dept Comments from 5115109 �' " '•' COMPACT EXISTING 30° PER AASHTO T-99 8„ GRANULAR SUBBASE 5. ALL HANDICAP RAMPS SHALL BE PROVIDED WITH "STEP-SAFE' PRECAST POLYMER CONCRETE TILE AS MANUFACTURED BY TRANSPO INDUSTRIES OR APPROVED EQUAL. COLOR BY OWNER 2-#5 BARS 6 ALL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALL BE IN COMPLIANCE WITH THE LATEST NEW YORK STATE UNIFORM CLIENT INFORMATION: 2-#5 BARS PREVENTION, BUILDING CODE AND ICC/ANSI All 7.1 STANDARDS. _ LONG SEE CIVIL NOTES, THIS SHEET #5 BARS AT AT 3" C.-C. �r s c —C. CONCRETE CURB/PAVEMENT SECTION JPMorganChase PLAN N.T.S. NEW BRANCH BANK PROVIDE FRAME & GRATE, CURB INLET CAMPBELL FOUNDRY MODEL 2617, 10300 MAIN ROAD ROUND FRAME AND GRATE CAMPBELL FOUNDRY MODEL 1184A, OR EQUAL. MATTITUCK, NY 11952 TOWN OF SOUTHOLD 8" REINFORCED TRAFFIC BEARING SLAB TO CARRY H-20 LOAD WITH AN OFFSET OPENING 3" MIN.--L BARS 1" COVERZ—V 6 C.-C. pzIs JRS ARCHITECT, P. C. b U � 181 East Jericho Turnpike, Mineola, NY11501-2032 3 9 CURB CURBw 1 PAVEMENT r RAMP 30 West 24th Street,3rd Floor, New York, NY 10010 Tel:212A29-0083212-645-6721 212£456721 12" CPP (TYP. BETWEEN BASINS) A A A 1/2' LIP F4 707 State Road,Princeton, NJ 08540-1434 Z UERWISE NOTED Tel:W9,688910D Faa:60968&9060 NLESS 0 H �„ o ' SIDEWALK � z TYPICAL I 4'-0•' SIDEWALK ]AL EXPANSION JOINT THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND NP. T MIN. AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. N ov o 0 0 0 0 0 0 00 a ROUND W RADIUS N I „b o v o 0 0 0 0 0 a 0 o I • ••• • : B APPROX. QUAL TO ANY INFRINGEMENTS OR PROHIBITED.IONS BY OTHERS EXPANSION JOINT z x OPTIONAL CONSTRUCTION JOINT GEOTEXTILE FABRIC, CONTRACTION EVERY 20' HEIGHT OF LIP MIRAFI 140 AROUND JOINT EVERY 4' " " ••••• \ SECTION A—A > 314 0 0 0 0 0 0 0 0 0 0 0 SEE DETAIL "B" ENTIRE CIRCUMFERENCE SEE DETAIL "A" PSN DETAIL A A+ :°„P°;;;;;:g � � � DRAWING TITLE: o— 00 0 0 0 0 0 0 0 00 z1n OF LEACHING BASIN JOINT SEALER 0 0 0 0 0 0 0 0 0 0 I / „ 1 2 A FULL WIDTH OF CIVIL DETAILS 0 0 0 0 0 0 0 0 0 v o w MAX. DESIRABLE RAMP CONCRETE CURB RAMP OPENING �a� 4” POURED CONCRETE °J�41 00 0 0 0 0 0 0 0 00 SLOP 1 ON 2 (MAX. aQ¢ v 1-1 2 ON 12 . 6x6 - Wi 4xW1 4 W,W.F. (TYP.) VARIABLE 5' MIN VARIABLE N J N 0 0 0 0 0 0 0 0 0 0 0 _ zo DRAWN BY: DATE. 12/17/07 — — CI 0 0 0 0 0 0 0 0 o v o w •r n INSTALL "STEP-SAFE' PRECAST POLYMER CHECKED BY: SCALE: AS NOTED CONCRETE TILE AS MANUFACTURED BY TRANSPO amd o0 0 0 0 0 0 0 0 00 6" COMPACTED GRANULAR SUBGRADE "' INDUSTRIES OR APPROVED EQUAL. COLOR BY CONTRACTION MIN. OWNER, (TYPICAL ALL HANDICAP RAMPS) JOINT SECTION A—A a PAVEMENT �F CURB OF NEW)_ FILENAME. 207100 Details PLAN SURFACE �P ops E. , .Q PREMOULOED � ti� �'' � — P I JO �'- JRS NUMBER: 207100 SECTION AA EXANS ON NT I 2 MIN ABOVE GROUND WATER DETAIL "B" SECTION B—B 1f 1F a7zoo c LEACHING BASIN SEE CIVIL NOTES, THIS SHEET SEE CIVIL NOTES, THIS SHEET n� D 6`� �_ SHEET NUMBER: TOP SLAB AND FRAME & GRATE CONCRETE SIDEWALK DETAILS SIDEWALK RAMP DETAILS C 5 01 N.T.S. N.T.S. N.T.S. �F SSIO KEY PLAN: FIRE HYDRANT REINF. RUBBER HOSE 4" DEEP SHREDDED BARK � MULCH 12 SA. WIRE - TWISTED AND _ -''�/ `\ 6" SAUCER R=94.96 � � LEFT LOOSE .�m � � "';A ywm T _ REMOVE TOP I/3 OF BURLAP / N \ 5 ' EXISIT -ECF.OVA .r^'^ 2 CEDAR STAKES - DRIVE AT Ill I_ 1= AND ALL WIRE AND NON- G N49'36'00' ANGLE AND DRAW VERTICAL VIII II 'I, gyp' UTILITY POLE �� „ III I ,: pl BIODEGRADABLE MATERIALS I' I 86.75' / - 1 MAIN R 2-Z5 I TREE WRAP - ONLY WHERE REQUIRED BY LAND. ARCH. a u/ - 11!- TOPSOIL BACKFILL - MIN. OF t«,« � IlIlIlIl iII,III IIIIIuI1II L LI ID I1=CIl--1�llI LIIII -i�_I - II_I1=CIIII 509OF SOIL TAKEN FROM HOLE CB 4" DEEP SHREDDED BARK =95.9R ASPHAL PAVEMENT MULCH - 1�1' ,�r*n " SeD 2 TIMES BALL DIA. COMPACTED SOIL PEDESTAL SECTIDN"`'"xI'`L'�''"°""'"""' BLOCK: 3w LOT' 332 GROWN OF BALL TO BE SAME �- 5 / "•"' ^" Y+Y+Y 12-7H ° LEVEL AS IN NURSERY g ` ^ 32-J o _ '� CONSULTANTS: BUSINESS _ Sl RJE3 FL ANT I NO DETA 11� gU5 SSO� G TWEE S "F- , �' 12-G .�} '°� 6" SAUCER G �'D9�N SOD -,-"- 2-GM B,m 111111 ' ll REMOVE TOP I/3 OF BURLAP ilI ITi WM ® p * AND ALL WIRE AND NON- WILLIAM (BUDDY) JOHNSON G R — 'H III III BIODEGRADABLE MATERIAL GRASS R=97.01 _ -1 ., =1i1-I LANDSCAPE ARCHITECT '•' - r ITI°11111 TOPSOIL BACKFILL, MIN. OF 555 MEADOW CT. UNITI I So% of SOIL TAKEN FROM SOUTHOLD, NEW YORK 11971 2'1-TH 30-J = =11=III=1 HOLE PHONE:631-765-1793 5-HH o Ill 1= —III—L=1=W=11=II=L=11 =III=III REINF. RUBBER H05E FAX:631-765-1839 N III 111' - = ='' = = =111= - � � � �'� . _ _ _ _ = 1-1 -- —� COMPACTED SOIL PEDESTAL 12 GA ARE TWISTED AND LEFT 2-TG ,,;.-'?* «'',' .#.- 11 - 21 TIMES BALL DIA. L005E II-HH .", ' {, 2 CEDAR 5TAKE5 - DRIVE AT / 1 3-MR Y, Y,« t ANGLE AND DRAW VERTICAL 20- I 9 J � Y, � 2q-TH I �I��NTN� DETAIL CURB 8-HH �l —34-IS ASPHALT � 35_TH � ,� ',;, 4-HH � i 4" DEEP SHREDDED BARK CONSULTING ENGINEERS CB® WEN MULGH 2150 SMITHTOWNUE.S1IITE 5 RONKONKOMA,NEW TORK 11]]B V•«• � � •M1•«•M1 , m VDICE'SSf-IS]9Ti5 -WWW SAVIKANOMIIRFAV CCM-FA%'03H0i-0MO R=99.38 GROWN OF ROOT BALLTO BE SAME LEVEL A5 IN NURSERY a � I 6" SAUCER �'- REMOVE TOP 1/3 OF BURLAP 2-VR IIIL-- 11-1 '- AND ALL WIRE AND NON- =III I_ PARKING ¢ - - - - 11111111', II III- BIODEGRADABLE MATERIAL s < C7-E6 .O III III 'I=III=1_ COMMENTS: __III__I . 911 III. -AG III III = 1= TOPSOIL BACKFILL - MINIMUM OF DATE DESCRIPTION 7v 111111111= 50% OF SOIL TAKEN FROM HOLE 07-24-08 ISSUED FOR REVIEW iw1 _III- 111�111�11/il ii1 T1=T= TI_III=1-III=III=IT=1T-111=TI-11-T='fl- COMPACTED SOIL PEDESTAL I-TG 5-VR 7-I6 dll=lTidTi=ITi-ITi=lil=Ti-T_T=Ti-171=T= 10-08-08 FILED FOR SUBDIVISION 20-IG 18-HH 2 TIMES ALL DIA. 1 7/1/09 ISSUED FOR SITE PLAN REVIEW WELL CAP \ / AS PER 5/15/09 COMMENTS E �( EROREEN TREE FLANTI 'NO DETAIL 12/7/09 AS AS PER 11I16109COMMENTS PROPOSED BANK I ' -TG 4,200 S.F. ^ 8-HH F.F. EL. 98.20 PLANTING NOTES 3-AG REVISIONS: 4-7G 1 LANDSGAPE PERGEN7,4riE I. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. BUSINESS 3 ° * 4-HH BUSINESS REV. DATE DESCRIPTION ' , * AREA OF PROPERTY = 4e 2G Oj j' -F- 100% 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION 1 5-21-08 REVISED PER TOWN t� OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, • AREA OF BLDG ° 4200 S.F- 8.5% CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUSSE5TEL7 CHAN6ES. COMMENTS DATED 4-11-08 20-J : � 1 .400. 6-�B�- 0 2 6-10-08 REVISED PER nysdot 0-H a # AM AREA OF PAVING GONG- = 23 B,EJ CJ-F- .-B-DJ/0 3. ALL PLANT PITS TO BE BACK FILLED WITH TOPSOIL BLENDED WITH 0-20-0 COMMENTS DATED 5-27-OS FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. Z'; � L ❑ D_L 27-MP 5G-TN AREA OF LAND SGAP�NCx = 2 � �88 cJ.F. �i-3�o 3 7-1-09 Per Planning Dept Comments from 5115/09 w , 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 4" DEEP FRESH MILLED 4 12-07-09 Revised Per Planning Board 11-06-09 Comments SHREDDED BARK MULCH. Y -TG 2-TG 1 -011- 5. ALL 7REE5 TO BE PLANTED AND STAKED AS PER DETAIL, n i - rh 6. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER CLIENT INFORMATION: 0 �I PLANTING. will, -1. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN SHALL GOVERN. '1111111111111"iPMorganChase 2500-EG N71'03'00"E � _ _ — 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER 1-7G .2 C 20.00 REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. NEW BRANCH BANK � w PARKING 20-JB 1-7G / / 0 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. 10300 MAIN ROAD DRIP IRRIGATION I5 TO BE INSTALLED WHERE POSSIBLE. ALL IRRIGATION COMPONENTS AN MATTITUCK, NY 11952 Yn INSTALLATION SHALL COMPLY WITH ALL LOCAL, STATE 3 FEDERAL CODES. ^ " TOWN OF SOUTHOLD 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE • +'«°,«�',«�;'�;' \ \ \ _\ \ \_ \ \ _ ' II, ALL NEW SEED AREAS ARE TO RECEIVE 4" MIN. OF TOPSOIL. 12 ALL SEED AREAS ARE TO BE SEEDED WITH 5 POUNDS OF FESCUE VARIETY J R S ARCHITECT, P. C. 6RA55 SEED PER 1000 50.F-T. 181 East Jericho Turnpike,Mineola, NY11501-2032 / 669 F L A y T LIST I S T Te1:616230 We Fax NY 10 0 SNI 30 West 24th Street,3rd Floor, New York,2U 10010 Tel:E12-9Z%063 Fex'2]2S45aT21 DUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS 707 State Road, Princeton,NJ 08540-1434 Tel:60%6&9100 -1Fax 60%08.9060 13 TG TILIA CORDATA LITTLE LEAF LINDEN 5-31/2" GAL. FULL HEAD, WELL BRNACHED 9 I} "4 Z5 ZELKOVA SERRATA JAPANESE ZELKOVA 3-31/2GAL. FULL HEAD, WELL BRANCHED i f THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 8 AG AMELANGHIER CANAVEN515 SERVICEBERRY 9-10' HT. FULL, WELL BRANCHED AS SUCH ARE THE PROPERTY OF URS ARCHITECT, P.C. 0 3 MR MALUS RED JEWEL RED JEWEL CRABAPPLE 21/-3" GAL. FULL HEAD, WELL BRANCHED ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS 1 51 GM COREOPSIS MOON BEAM MOON BEAM TICKSEED 2-GAL. CONT. FULL AND DENSE ARE PROHIBITED. 1500 EG EUONYMUS PORTUNEI COLORATUS WINTER CREEPER 21/4" POTS 21/2 PER SQUARE FT. - I& ES EUONYMU5 EMERALD GAIETY EMERALD GAIETY EUONYMUS 15-24" SPD. FULL AND DENSE 118 HH HEMEROGALLI5 HAPPY RETURNS HAPPY RETURNS DAYLILY I SAL. POTS FULL AND DENSE DRAWING TITLE' PIN & CA - - - - - - - - - 6 IB ILEX BLUE GIRL BLUE GIRL HOLLY 5-6 HT. FULL AND DENSE TO 6ROUND LANDSCAPE PLAN 20 IG ILEX GRENATA GONVEXA CONVEX LEAF JAR HOLLY 24-30" SPD. FULL AND DENSE FND 0.3' WEST 41 16 ILEX 6LABRA INKBERRY 24-30" HT. FULL AND DENSE 1 150 JB JUNIPERUS GONPERTA BLUE PACIFIC BLUE PACIFIC JUNIPER 18-24" SPD. FULL AND DENSE 2.1 MP MYRICA PEN5YLVANI0A BAYBERRY 24-30" HT. FULL, WELL BRANCHED DRAWN BY: NW DATE: 12/17/07 89TH TAXU5 MEDIA HATFIELD I HATFIELD YEW :21/2-5' HT. FULL AND DENSE 59 TN THUJA NIGRA DARK AMERICAN ARBORVITAE 5-6 HT. FULL AND DENSE TO &ROUND CHECKED BY: ER SCALE: AS NOTED w 1 LANDSGAPE PLAN T VR VIBURNUM RHYTIDOPHYLLUM LEATHERLEAF VIBURNUM 21/2-3' HT. FULL AND DENSE OF NEW r 07200-AS-l.DWG z SCALE: I"=2m'-0" FILE NAME. Y WOODED Ps E, o pt o — * JRS NUMBER: — * 07200 3 • DENOTES EXISTING TREES TO REMAIN: 2 SHEET NUMBER: a OFES NC6 . O I OD GROUND KEY PLAN: 0 I--- .- SURFACE a iL Z i 1 w 0SILIC 00 g; (SEEONE E3) A D M Z r— F 0 ALUMINUM CAP .DK (SEE NOTE 2) MSILICONE SEALANT o j (SEE NOTE 3) w W 2� N N + � 16mm 17 REBAR EPDXY COATED z � � E E f' _ _ _ _ N . Y. S. RT. 25 3r — 1s - - — 2s- - - rn - - r- -t-- --t- -t- ��- -�� SECTION: 143 BLOCK: 3 LOT: 33.2 J' MAIN ROAD Ti< ' " �.I.. rP.,.•. - - 11' IE \ �� m 4 WHITE SOLID LINE PROPOSED CONCRETE SIDEWALK MEET EXISTING CURB CONSULTANTS:--------, NYSDOT ITEM 608.0105 1fi, DOUBLE YELLOW SOLID LINES WORD PAVEMENT MARKING � ,r�+ C,,, I,', I� _A'TIL R=12' R=12' �, I. / s.5' - WHITE LANE 21fARROWS (nP(EXIZSINc INSTALLATION DETAIL IN T . (EXISTING) // /// %// / ) 0 � � S"_`"k �STANDING v... 1. . ., i ?,,: . ; .,',.•,... / ✓ / I t �sso ANY EARTH OR SWAMP Q „'. ... TIME EXISTING MATTITCK MOTEL SIGN _ 5' INSTALL STEEL PIN AND CAP R.O.W. MARKERS AT PROPERTY NTS EXISTING TREE ROADWAY RESTORATION CORNERS ALONG NYS RTE. 25 (TYP. OF 3) MARKERS TO BE EXISTING UTILITY POLE IN CONFORMANCE WITH NYSDOT STANDARD SHEET M625-iR1. 0 - 40 - 50 mm INSTALL SIDWALK RAMPS (TYPICAL OF 3) SEE DETAIL, THIS SHEET. r~~ NYSDOT ITEM 608.0105 / SAVIK o MURRAY, LLP PROPOSED CONCRETE CURB - NYSDOT REM 609.04010510 / PROPOSED CONCRETE SIDEWALK - NYSDOT ITEM 608.0105 z CONSULTING ENGINEERS / • r ME 2150 SMITHTOWN AVENUE,SUITEb,RONKONKOMA,NEW YORK 11T79 TAPERED RECESS 20 mm r p VOICE:931-467-MI-WWWSAVIHANUMURRAYCOM- FAX e31 MR7-7110 N.Y.S. ROUTE 25A EXISTING MIN OR THREATED WITH / SIGNAGE AND STRIPING PLAN OR WITHOUT TAPER 1"=20' _1 1- 5 MIN. ,,� 5 DOT 6'-7" MPT NOTES: COMMENTS' 1 VARIES 3-4" ALL LANES MUST BE OPEN TO TRAFFIC BEFORE 10AM AND AFTER 3PM. Al — l 'byT of 41PDATE DESCRIPTION � 2. NO LANE CLOSINGS ARE PERMITTED ON WEEKENDS OR HOLIDAYS, 02/28/08 BLDG DEPT SUB YELLOW 3. NIGHTTIME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR STEEL PIN AND CAP 03/24/08 PLANNING BD. SUB LINE . APPROVAL FROM THE STATE PERMIT INSPECTOR FULL BARRIER R.O.W. MARKER 4, ALL LANE CLOSINGS SHALL CONFORM TO THE NYSDOT MUTW �p SPECIFICATIONS AND DETAILS. N.T.S. A 1'-8" L SEE PLAN NEW YORK STATE DEPARTMENT OF TRANSPORTATION r GENERAL CONSTRUCTION NOTES: L"4SLINE 10��~ 2 8 --� �1'-5' 1 ALONGEANDAIMMED ATELYOADJAOCLEAN CENT TO NY EXISTING ROUTDR215 DRAINAGEBASINS BFRONTAGE REVISIONS : -5" AT THE COMPLETION OF CONSTRUCTION. owz�� REV. DATE DESCRIPTION TRAVELING LANE LANE ARROW 2. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY a 3 w50� o o 1 6-10-08 REVISED PER NYSDOT STATE ENGINEER. O 0 0 o �¢ o COMMENTS DATED 5-27-08 PAVEMENT SYMBOL DETAILS SOD' sDO'� 2 7-1.09 Per Planning Dept Comments from 5115109 N.T.S. �OOOOOO� N.Y.S. RT. 25 a MAIN ROAD ,SJ' 6 1 LII 500' y 500' - CLIENT INFORMATION: CURB NOTES. € 0 0A 1. 1/2" PREMOLDED BITUMINOUS JOINT FILLER SHALL BE PLACED - g � -F- z �� n �FJPMorganChase IN JOINTS AT 20' TO 25' INTERVALS ALONG THE LENGTH OF o TIM M ROAD z NEW BRANCH BANK THE CURB; WHERE CURB ABUTS DRAINAGE CASTINGS; AND AT WORK o 0 ALL PC'S AND PT'S; AS ORDERED BY THE ENGINEER. AHEAD 2. THE END OF THE CURB NOT ABUTTING EXISTING CURB SHALL PAVEMENT BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 10300 MAIN ROAD FEET AT LOCATIONS FACING TRAFFIC. MATTITUCK, NY 11952 CENTER TURN LANE CLOSED — ON A THREE LANE, TWO WAY ROAD TOWN OF SOUTHOLD ITEM 609.0401051 M N T,S CONCRETE CURB TYPE VF- 150 SYMBOL LEGEND ;� N.T.S. IE JRS ARCHITECT, P. C. •••• ; • ARROW PANEL 181 East Jericho Turnpike,Mineola, NY 11501-2032 Te1:516-2941666 Fan:51E2941669 ARROW PANEL SUPPORT OR 30 West 24th Street,3rd Floor, New York, NY 10010 • • TRAILER (SHOWN FACING DOWN) Te1:212-929U093 Fan:212 645s721 Y 0 707 State Road, Princeton, NJ 08540-1434 � DIRECTION OF TRAFFIC 0 z � � � � TeI:6a9ceealfia Fax.609-688-9060 EXISTING W ROADWAY • CHANNELIZING DEVICE o � 3 MIN. 4' VARIES THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND FLAG TREE AS SUCH ARE THE PROPERTY OF URS ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS TACK COAT TO BE INSTALLED BETWEEN SIGN (SHOWN FACING LEFT) I ARE PROHIBITED. \ C PER FOOT EACH LIFT OF ASPHALT, ITEM 407.01 m TYPE III BARRICADE N.Y.S. RT. 25 <= DRAWINGTITLE: WORK SPACE N.Y.S.D.O.T PLAN, NOTES AND DETAILS 4" TOPSOIL & SEEDING P771 4, �_ "_ MAIN ROAD � j � ,� � ITEM 613.0101, 610.0203 N W w W a CONCRETE CURB TYPE VF-150 �F a SEE DETAIL THIS SHEET Sf • DRAWN BY: DATE: 12/17/07 ITEM 609.0401051 M N 14W i • CHECKED BY: SCALE: AS NOTED PROVIDE V OF OVERCUT 1-�° ASPHALT CONCRETE TOP COURSE ITEM 402.098301M & 402.098311M a g z ?e : a FOR TOP COURSE ASPHALT �` o o ROAD • z CF NE FILE NAME' m • o IN y 207100 NYSDOT Plan 2—j" ASPHALT CONCRETE BINDER COURSE ITEM 402.198901M & 402.198911M m WORK • o O FULL DEPTH SAW CUT 6" ASPHALT CONCRETE BASE COURSE PLACED IN AHEAD �.\P o�Ps E. ,y�� .per ITEM 70403.0903 1W0 LIFTS OF APPROXIMATELY 3" EACH ITEM 402.378901M & 402,378911M JRS NUMBER: 207100 07200 6" SUBBASE COURSE ITEM 30411 * * WORK ALONG SIDE OF TWO—LANE, TWO—WAY ROADWAY WITH WIDTH SHEET NUMBER: ROADWAY RESTORATION DETAIL AVAILABLE FOR TWO—WAY TRAFFIC ROFE55ONP C7 . 01 N.T.S. N T S. LEGEND PROPERTY INFORMATION GENERAL NOTES KEY PLAN: DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: A / / 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD 1 CB AVE AVENUE SECTION: 143 BLOCK: 3 LOT: 33,2 SPECIFICATIONS AND STANDARDS, R=90.84 BC BOTTOM OF CURB 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN 6 ADDRESS: 10300 MAIN ROAD NYS RT 25 94 ` 91n / BW BOTTOM OF WALL �/ ADVANCE OF ALL CONSTRUCTION._ _ _ _ BLVD BOULEVARD MATTITUCK, N.Y. 11952 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO � CB CATCH BASIN CLF CHAIN LINK FENCE OWNER: ROY SCHOENHAAR START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE W COEFF COEFFICIENT 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE _ _ E _ _ _ _ _°H CUTCHOGUE NY 11935 4. ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS 93.26 W _ _ _� CPP CORRUGATED POLYETHYLENE PIPE 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE GONG CONCRETE APPLICANT: JOHN SORRENTI, JRS ARCHITECT, P.C. STATE UNIFORM FIRE PREVENTION & BUILDING CODE. FIRE HYDRANT / p E� DEFT. DEPARTMENT 181 EAST JERICHO TURNPIKE T jw- 9324 + ,'� off 6. ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.L, 28-DAY STRENGTH. 1 q R IA. DIAMETER Y11501-2032 ED OF ALL SILT AND DEBRIS T gaST _ ,,� oHE/ M DRAINAGE q 3 MINEOLA N 7 ALL LEACHING BASINS SHALL BE CLEAN / oHE DC DROP CURB HOLE F SOUTHOLD LOCATIONS. ALL UTILITIES TO �}-y�-"-�-' MAN MUNICIPALITY' TOWN 0 AFTER CONSTRUCTION IS COMPLETED. - , + 9a ae PROPOSED CONCRETE CURB /`� 8 COORDINATE AND COMPLETE ALL UTILITY RE T oHE W V a' oHE UP/LP E EAST BUILDING USE: BANK BE INSTALLED/RELOCATED BELOW GRADE. R=94.96 ,q3� °a / ZONING DISTRICT: B 9. DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE 2' OFFSET FDR CURB EFF. EFFECTIVE / o LOT/ SIZE: 49,262.82 S.F. 1.131 ACRES INSTALLATION OF NEW SIDEWALK EL. OR ELEV. ELEVATION / /y FLOOR AREA. 4,253 S.F. 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT E T�� i ETEC ELECTRIC 5. E' off J c . _ - 9 off . '- PROPOSED SIDEWALK RAMP 11. LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED SECTION: 103 BLOCK: a LOT: 332 _ \ .J ga 5a � 'f � 92 fib EMH ELECTRIC MAHNOLE / N • ' F-' + N49'3T00"E EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S,C.D.P.W. OR P� 92'9fir 93 I N.Y.S.D.O.T. PRIOR TO CONSTRUCTION. RO FUTILITY POLE ? EL RST FLOOR ELEVATION FRONT: 86' 100' REQ. NDN ' fiq+g3 e7 /� '" +- - _ I 86'75 FT, FEET OR FOOT SIDE: 72.4( (25' REQ) 50' TOTAL) 12. ALL TRAFFIC CONTROL DEVICES, IE SIGNALS, SIGNS, AND PAVEMENT CONSULTANTS: ' "f - - _ /� ,' M oHC G �� w/9 + o - - _ _ } GA GAUGE REAR: 11 T (35' REQ) MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES 91.19 y/- m, / °� 1 I o� ' -92_ _ _ 917B GV GAS VALVE OF THE N,Y,S MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS GC GENERAL CONTRACTOR ITEM AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY oy - - ' CB ,' / ,' _ T`'1 , �'t- • 94 LB 2 HP HIGHPOINT TOTAL LOT AREA 49,262.82 100% 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL HYD HYDRANT BUILDING AREA FOOTPRINT 4,253 8.67% DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF B.11 > I INFO. INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF 9T g� g64e ', ASPHALT PAVEMENT PAVEMENT AREA 24,380 49.49% INV. INVERT BEGINNING SUCH WORK ALONG A TOWN ROAD. ° �1 �' q ' 95 } I _� LB LEACHING BASIN LANDSCAPING AREA 20 612.82 41.84% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE 9e LP LEACHING POOL THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE W6 SOP p G "' DRAINAGE , ' 972°+ L.P. LOW POINT LOCATION MAP NOTED ON PLAN. WEED F G oN/, �GRPSS) AREA II MAX. MAXIMUM N.T S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION 9S- MIN. MINIMUM IN ACCORDANCE WITH PASHTO REQUIREMENTS. WM ® p / ,' 96 98 92,82 s�, SAWCUT AND MEET EXISTING PAVEMENT M.H. MANHOLE ,Th o G oHE I '� / PROPOSED�CONCRETE SIDEWALK N NORTH SAVIKMURRAY LLP GRASS R=97 01 , +y TC: 96.70 ', g5' ° + PROPOSE6 12" C.P.P. /TY 1 BC: 96.20 NA NOT APPLICABLE ' SURVEY NOTES s 94.37 g}p6 ') `\ _ - NO. NUMBER 97 ¢ ` TC: 97115 1 NTS NOT TO SCALE CONSULTING ENGINEERS 9� q3 p7 + @C: 96.65 8332 NYS NEW YORK STATE RTE, 4B NEW SUFF01-K AVE. 1. FIELD WORK WAS CONDUCTED N DECEMBER, 2007 8Y WELSH sCE.31 rvrowry nvervue•swres,aarvxorvrvomn,ry FAK 631 nnc ENGINEERING & IAND SURVEYING, P.C.. vow6:esi+ezm6-mvwsnvlxnrvor4uaanv com-FAY esr<er-rano 9549 _� + TO: 97.00 TC: 97.25 s,t Op } i-`1 NYSDOT NEW YORK STATE NJI 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. ' +TC: 96.60' BC: 96.50 9718 BC: 96.75 } 1 7 DEPARTMENT OF TRANSPORTATION SOUNU SOUND NNE 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT \ ' OC ON CENTER TITLE REPORT MAY REVEAL, z f t 97 i6 I BC: 96.101 _ �*0.1 4,- OD OUTSIDE DIAMETER ` I / `• LB.3�j'' , PROPOSED CONCRETE CURB 87 PROJECT �� 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, OHE OVERHEAD ELECTRIC LB.4 ,93,a6-r \ I FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE UNDERGROUND TC 9 .30 w 1 t j } PC POINT OF CURVATURE LOCATION _� BC:`95.80 ` ♦♦ �� ga z9 9797 � 87 I PRC POINT OF REVERSE CURVATURE °, LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY ` TC: 97.OT, 6 _ - " PT POINT OF TANGENT O� NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL � ASPHALT CURB 86azx I + c� I "CALL BEFORE YOU DIG" AT 800 272-4480 AND HAVE ALL UTILITY BC: 96.57 a,oN- PVC POLY VINYL CHLORIDE ` ( ) 4` 9384 I ` PSI POUNDS PER SQUARE INCH LOCATIONS MARKED ON THE GROUND. CB® �, `J �` ( 1 90.59+ BC: 97.58 + R RADIUS 5, COUNTY TAH ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 743, COMMENTS: R=99. 8 J X 0 - "1 J9°: BLOCK 3, LOT 33.2. DATE DESCRIPTION �5 9 96.24 , TC:97.85 RCP REINFORCED CONCRETE PIPE o' BC:97.35 1 I FET RETAINING ro 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT 1 :_i �i I ■ TC: 97.85 I RD. ROAD p PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. EHLERS, DATED 02/28/08 BLDG DEPT SUB 1 i�� , I ■ , BC:97.35 m 0 7/31/2007. r' I I REq'D REQUIRED CREnr 03/24/08 PLANNING BD. SUB 1� -■- , ' TC..97.`I5 LB.B I RTE ROUTE q, SMH SANITARY MANHOLE �o PECON/C BAY PARKING �;B.6 94x7 �A PROPOSED _ /yl �I I s SOUTH OR SANITARY �`" 4 DRAINAGE CALCULATIONS: + SIDEWALK RAMP _ 1 1E %p ,9490 _ _ '/ rnI I SF SQUARE FEET AREA I _ �r ST. STREET - ¢ I u ,' �✓S� rn TC'97.70 I Fw�' TMH TELEPHONE MANHOLE PAVED AREA: 12,900 S.F, x 2/12 x 1.0 2,150 OF PROPOSED CATCH BASIN (IYP.) ■1 ,, I BC: 97.20 1 94'90 �.. ■ I I TSB TRAFFIC SIGNAL BOX GRASS AREA: 5,469 S.F. x 2/12 x 0.3 = 224 OF 3 : TC TOP OF CURB TOTAL AREA 2,374 CF/68.42 CF/VF (10'0 POOL) = 34.7 VF REQ'D g � I , VL8.7 DRAINAGE - PROPOSED 8" C.P.P. ROOF DRAIN u > I . aTW TOP OF WALL PROP,SED C NCRETE CURB TYP.) , AREA I Iw IPROVIDE: 5 - 10'0 POOLS X 8' EFF. DEPTH = 40 VF 1TC:'97.30 L TYP TYPICAL BC: 9 .80 / VOL VOLUMEREVISIONS195. a t , 1 - I I WM WATER METER 101.74 ,-% ' I � Ir w I ,a5 wv WATER VALVE AREA II REV. DATE DESCRIPTION 102'111 PROPOSED` BANK '� LB.9 I W WEST PAVED AREA: 4,392 S.F. x 2 12 x 1�0 = 732 OF ABONDONED WELL CAP 6,' + " -96- - - I 4,253 S.k. I I Q II '' / 1 5-21-OB REVISED PER TOWN GRASS AREA: 3,254 S.F, x 2/12 x 0.3 163 OF F.F. EL.+9698120 ; 9399 I I I TOTAL AREA: 895 CF/68.42 CF/VF (10-0 POOL) = 13.1 VF REQ'D COMMENTS DATED 4-11-08 n i� -I ��, TC: 97.75 + :';: PROPOSED RONCRETE;CURB I �9 I LEGEND PROVIDE' 2 - 10'0 POOLS X 8' EFF. DEPTH = 16 VF 2 7-1-09 Per Planning Dept Comments from 5115109 101 1 oN+, BC: 97 25 _ _ _ _ 9B a PROPOSED CONCRETE'SIDEWALK ` I ° I I I `� SYMBOL 3 9-28-09 Revised Drainage and Grading ,9s.2a g69t+' " - PROPOSED 10'0 LEACHING EIVIN '� I 9 .99 N ss a DESCRIPTION -97- - EXISTING PROPOSED AREA III 4 12-07-09 Revised Per Planning Board 11-16-09 Comments EXISTING S I I -o- ,. I PROPOSED BUILDING CANOPY �; _______ ` N PROPERTY LINE PAVED AREA: 1,270 S.F. x 2/12 x 1.0 = 212 OF BUSINESS o ' ` ,' +9T4 +9 . i1 ` I ,'I EASEMENT LINE - - - - ROOF AREA: 2,655 S.F. x 2/12 x 1.0 = 442 OF GRASS AREA: 750 S F x 2/12 x 0 3 = 38 OF z �^ CONTOUR LINE - -99- - - - - 99 I , .4 Y I ,o , I z TOTAL AREA 692 CF/68,42 CF/VF (10'0 POOL) = 101 VF RECT ' m 97 60 - - - , BUILDING / / / / / / / ' ' i I , '9759 + TO: 97.90 TC: 97.85 + ' TC: 98.20 LEAD Ali i �, � - - - - - PROVIDE: 2 - 10'0 POOLS X 6' EFF. DEPTH = 12 VF CLIENT INFORMATION: I �` / m BUILDING OVERHANG BC: 97.40 BC: 97.35 BC: 97.70 �` ■ Im • TO: 97. 0 CURB (ALL TYPES) '� 9609 + + i BC:9730 99 67 `m s7.1s 96.44+ PAVEMENT STRIPE 9�am + +=/_ _ `� I�____`yJ : / I i EDGE OF CONCRETE AREA IV �FJPMorganChase ,o LB,111 W' PAVEMENT PAVED AREA 5,345 S.F, x 2/12 x 1.0 = 891 OF _ EMENT SAWCUT .,/ I 96, 1 --------- ROOF AREA: 2,558 S.F. x 2/12 x 1.0 = 427 OF 98 +97.92 + TC: 98,45 y I �I I o TREE/VEGETATION LINE ^ GRASS AREA. 670 S.F. x 2/12 x 0.3 = 584 OF ` s 9780 + BC: 97.95 B� I !� GUARDRAIL o 0 o NEW BRANCH BANK e0 + 98 9766 -r 96,54 4r I d. TOTAL AREA: 1,902 CF/68.42 CF/VF (10'0 POOL) = 27.8 VF REQ'D ` J4- ....... TO: 99.16 9,'+ �` . sea' / ''x FENCE PROVIDE: 4 - 10'0 POOLS X 8' EFF. DEPTH = 32 VF BC:98.66 se,a2 ■ I I c� DRAINAGE LINE D ••■••■•■ 10300 MAIN ROAD 100.05 .. , , TO: 98.16 - Y,41 i to GAS MAIN G G MATTITUCK, NY 11952 BC: 97.66TELEPHONE LINE T DRAINAGE TABLE TOWN OF SOUTHOLD �, '9�\ 1 VI I / I OVERHEAD ELEC. LINE OHE TO: 99.00 ` - - PROP036D CONCiRETE _- -- _ I N7,% 03'Op�L` `\ ELECTRIC LINE E BASIN RIM OR INLET o I , BC: 98.50 + �� DUMPSTER PAID, SEE DETAILS �- - - _ NO. GRATE EL. INV. w TYPE DESCRIPTION o I \ 99'3 i - - i 20. 0' SANITARY W S _ 0 � JRS ARCHITECT, P. C. - 90.35 - - _ , LB.1 94.15 91.65 8' CURB + 0DRAINAGE _ y`o : ; '�' LB2 93.75 91.25 a' culze 181 EastJerlchoTurnplke, Mlneola, NY11501.2032 AREA IV - - �-v / - PARKING STALL QUANTITY © re1:s16¢941sss Fa,:61s29416s9 4 I LB.3 96.20 93.40 8' CURB 30 West 24th Street 3rd Floor New York NY 10010 t0°s2 l I + ,!n d: 9950 LBA 96.10 93.30 8' CURB T.1:21s-929o0ea Fax 47 61 N `x SPOT ELEVATION + 99.50x N LB.S 95.80 93.30 e' CURB 707 State Road Princeton,NJ 08540-1434 LB.13 ' to -f WATER METER ® ® Tee 6096aes1e0 Fm:fie%9&9060 98 '9g, ' � � 19 99 99 LB.6 96.20 93.40 8' CURB I\ 100 99� - - - - i,` `� WATER VALVE LB.7 96.50 93.50 8' CURB /T THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 199, CLEARING LIMITS) Imo . I `\ UTILITY POLE -O- LB.8 96.95 94,45 6' CURB CONNECT ROOF DRAIN AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. \ FIRE HYDRANT LB 9 96.60 94.35 6' CURB ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS i + i ' ' LB 10 97.30 94.00 8' CURB CONNECT ROOF DRAIN , R ARE PROHIBITED. DRAINAGE GRATE ® ® LB 11 97.00 94.50 8' CURB CONNECT ROOF DRAIN SIGN ga- i LB.12 96.50 94.00 8' CURB DRAWING TITLE: D 9r5z�OVE " I I I 9e d3 TREE LB.13 95.95 93.50 8' CURB SITE GRADING AND DRAINAGE PLAN 91171 } '-' DRAINAGE NOTES' . . ��'. �\ 101,66 �� - - -I- Io 10100 DRAINAGE STRUCTURES a ® to j �1 1. ALL DRAINAGE PIPE TO BE 17' CPP, UNLESS NOTED OTHERWISE DRAWN BY: DATE: 12/17/07 + 101.48 I + I 'I r, -' A� 2, ALL ROOF PIPE TO BE 8" C.P.P. UNLESS NOTED OTHERWISE 99 to I 1 N 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR CHECKED BY: SCALE: AS NOTED ' I 1 it SANITARY STRUCTURES O O FRAME AND GRATE AT THE FACE OF THE CURE INLET: SET i�lO 185.75' J O FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT. - 1__ S 50'07'00' W _ _ _ I I, F NE FILE NAME: - - - - 7-99 0z 85 75' ) NF w y 207100 Grading NT -a0 07'00 E + I �P RNs E. op : � , 100 50 + 1026 `\ JR5 NUMBER: 2 07200T 102 02 / 1I` I 1 + 10051 + 99.14 n W �-, j ;�,7.,qs,5 SHEETNU SITE GRADING pr AND DRAINAGE PLAN �y ROFE5510�P �� 2 . O SCALE: 1"=20' - ,,`o�:vss•n.u:n-,. ., V /T VN/ BRONZE LOCKING DEVICE KEY PLAN: / W/ KEY WRENCH SUPPLIED i T F — o I \ yj p E _ _ 000000_00000�°° / \\ INLET OUTLET sc oNE °SANITARY s°L�NER° I 1^ tia oNE W - - - - - - - _ _ -_ - 1-1/2" LETTERS \ 2 PENETRATING PICK HOLES 7 FIRE HYDRANT 180' APART \\ I _ � /T oNE /� ' ADJUST CAST INTO /�oHE W - - - - ,' ,a� pNE/ TOP OF FRAME OF COVER N UNDERSIDE CAST DATE I j oNE / W WV a oNE UP LP R=94.96 PLAN 0 28-3/6„ S . 27-1/2„ 27-1 6 FINISHED GRADE HEAVY / DUTY CAST IRON FRAME SECTION: 143 BLOCK: 3 LOT: 33.2 �- W � • QAQ /UTILITY POLE �93 I N49.36'OO��E AND LOCKING COVER TO GRADE MAN i ,' _ 86.75' SOLID RINGS AS REQUIRED CONSULTANTS: �' � oNE G � `� � _ _ TO BRING SEPTIC TANK TO z a 8" MINIMUM TRAFFIC rn a ! y� - -92- - - GRADE AS PER S.0 DA S. 20' � � 20 BEARING SLAB \ PROPOSED WATER, METER .. . • =�' I I MIN. 0tiF ROPOSED RPZ 4N HOT BOX ' �" 94 " 8—� INLET OUTLET ASPHALT PAVEMENT 24° MIN 4" DIA CLASS 240° w ! ' 0* �\ / / 95 I PIPE OR EQUIVALENT s r �Oi 1 G1 95 9s 25-3/4 o a z MIN. 4"' DIA. CLASS 2400 ' gTOP �` ' • 5 5-1/6" 5-1/8" / w FLOW PIPE OR EQUIVALENT 1 . PITCHED 1 4'-1' 36" "' o BAFFLE gU5 p G :>OftPSS�WEED ' � '- PITCHED ' 96 s GRe 4,. jp�SS WM ® P SECTION A—A ASS R=91',°' ' ' SAVIK& MURRAY, LLP. COVER DETAIL CONSULTING ENGINEERS 1 1 ® N] N.T.S. 2'CE 631SMITHT-7775 -AVENUE,.SAVTENDMURIONKOMA,NEWT°FKfl]71 PROPOSED WATER SERVICE ON von:E eel-0e7-Ins -mvwsAVlxAe9mua6Av.cou-rAx ealne7-7ua S.C. D.H .S. 1 ,200 GALLON SEPTIC TANK PROPOSED UNDERGROUND GAS SERVICE I 1 �' z I I I 1L 9I a II HEAVY DUTY CAST IRON FRAME ' 1 I I ' 4`�: •' I I AND LOCKING COVER COMMENTS: `D �' r \'� t° •• FINISHED GRADE DATE DESCRIPTION Ild '� I i �`;•�`-_:_ _ _- INLET MIN. 4" DIA. ILII I i •.�. ".' .•.T ,_y I m I SOLID PRECAST TRAFFIC 02/28/08 BLDG DEPT SUB BEARING TOP SLAB 03/24/08 PLANNING BD. SUB PARKINGgoo v ' ' ��\ r ' ••" / \I I �' x 1 ® ®® ® 9 ,� ®®® I t o Ir -'�.I 119 I I I o PRECAST SANITARY RINGS (TYP) PROPOSED UNDERGROUND r I vl ®® ® ® ® ® II 11 I l i T F ELECTRICAL SERVICE I \I FUTUREPROPOSED 8'0 X 6' EFF. ', /� ®® 8'-0" 1 DEPTH LEACHING POOL 1 I I I R in REVISIONS : 70" EXPANSION r l �, N Mly POOL LP \'� I '��' z COLLAR MATERIAL TO CONSIST PROPOSE), BANK ' ® ®® ® ® 3' MIN. OF COARSE SAND AND GRAVEL REV. DATE DESCRIPTION z 1 r I I -� ® ® ® ® COLLAR ABONDONED WELL caP 6,' I ' �\,96- - 4,253 S.F. ¢ N ®® ® ® 1 5-21-08 REVISED PER TOWN 777 771 / x_/ O F.F. EL. 98'.20 ®® ® l I I I ®® COMMENTS DATED 4-11-08 LP PROPOSED B'6 X 6' EBF. 79 I z II 2 7-1-09 Per Planning Dept Comments from 5115/09 ST : DEPTH SEPTIC TANK ' 1 p. I "- I I WE - ` 3 9-28-09 Revised Drainage and Grading S O pMIN. ABOVE EXISTING II )r / GROUNDWATER 4 12-07.09 Revised Per Planning Board 11-16-09 Comments I ` ' HOUSE TRAP �� BuslNEss G BCLEANLSAND ERA BE To ALLOWABLE SANITARY FLOW 1 PROPOSED 8'fl X �' EFF. _ "` _ I r `DEPTH LEACHING/POOL 6' MIN. PENETRATION INTO VIRGIN N STRATA OF SAND & GRAVEL GROUNDWATER MANAGEMENT ZONE: IV I h, �Pl r _ ` -95 / w m CLIENT INFORMATION: I I ALLOWABLE FLOW FOR SITE: 600 GPD/ACRE (600 GPD/ACRE) X (1.131 ACRES) = 678.5 GPD PROPOSED SANITARY SYSTEM. S.C. D.H.S. SANITARY LEACHING POOL DETAIL '4 F ° I `\ SEE PROFILES AND DETAILS FOR, PIPE L _ _`J I I , / NS.S, ALLOWABLE FLOW FOR PROPOSED BUILDING: /S 1 AND STRUCTURE SIZES, THIS SHEET - I �' BUILDING USE: BANK (NON-MEDICAL) JPMorganChase '019 �h 96 \�6 0 4,253 S.F. OFFICE X 006 GPD/SF = 25518 GAL, SEWAGE DISPOSAL SYSTEM DESIGN NEW BRANCH BANK a N PROPOSED SYSTEM 10300 MAIN ROAD SEPTIC TANK LEACHING POOL SEPTIC TANK. MATTITUCK, NY 11952 _ r' RIM: 9723 RIM. 97.19 REQUIRED: 255 GPD X 2 DAYS = 510 GPD TOWN OF SOUTHOLD 1 INV IN: 94.84 INV IN: 94.26 PROVIDED (1) TO X V EFFECTIVE DEPTH = 1,200 GPD 1 \� N7,'I'03'0 INV o OUT: 94.34 DIA: 8' DIA: 8' DEPTH: 6' LEACHING POOLS: REQUIRED: 255 GPD/1.5 GPD/SF = 170 SF PROVIDED. (2) 8'9 X 6' EFFECTIVE DEPTH = 300 SF J R S ARCHITECT, P. C. 0 r - B PROPOSED ANK - F.F. EL. D BA uruRE: (1) 8'm x s' EFFECTIVE DEPTH = 150 SF 181 East Jericho Turnpike,Mineola,NY 11501-2032 N , b1:61E2941666 Fen:516-2941669 I I I I w P FINISHED GRADE NOTE: 30 West 24th Street,3rd Floor,New York,NY 10010 97 % I I , NO WELLS WITHIN 150' OF PROPERTY TN:212A29U063 Fax:2125465721 r % N N 707 State Road, Princeton, NJ 085401434 98 / -98 , Is Telao95es91oo Fex:6W6aB-9060 1 � 00 � — — I � I � i , 1 \ / - ✓r �� PROPOSED THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND BUI INVDING 95 00 AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. I ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS HOUSE TRAP ARE PROHIBITED. DRAWING TITLE: 8 LF ® 2.00% 4'O PVC SDR 35 SITE UTILITY PLAN 8 LF ® 1.00% DRAWN BY: DATE: 12/17/07 4"4 PVC SDR 35 CHECKED BY: SCALE: AS NOTED " !a7 S 50'07'00" W 185.75' J I I` 26 88 EL 'Ir.,, FILE NAME: N 50'07'00" E 185.75' JII 3' MIN. ToSOF NEW)0, 207100 Utility GROUNDWATER EL84.00 0 E. R�,O� — — _ 'i JRSNUMBER: 207019 (HIGHEST EXPECTED 84,70f) 07200 SANITARY SYSTEM PROFILE _ SHEET NUMBER: SITE UTILITY PLAN N.T.S. P �� C 4 . 01 SCALE: 1"-20' 0fE$ ONPV KEY PLAN: LEGEND PROPERTY INFORMATION GENERAL NOTES ag 9l DESIGNATION DESCRIPTION SUFFOLK COUNTY TAX MAP NUMBER: A / 1. ALL WORK TO CONFORM TO THE LATEST PLANNING BOARD AVE AVENUE SECTION: 143 BLOCK. 3 LOT: 33.2 SPECIFICATIONS AND STANDARDS. pHE RB9084 BC BOTTOM OF CURB ADDRESS: 10300 MAIN ROAD (N.YS. RT 25) 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN 7 gl"16 / BW BOTTOM OF WALL MATTITUCK, N.Y. 11952 ADVANCE OF ALL CONSTRUCTION. _ _ _ _ _ _ BLVD BOULEVARD 3. CONTACT THE ENGINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO C/g3 / CB CATCH BASIN OWNER: ROY START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE CLF EASTWO CHAIN LINK FENCE 330 EASTWOOD DRIVE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. W / COEFF COEFFICIENT CUTCHOGUE, NY 11935 4 ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. 5 /pHE g}26 W� - - - _ _ - _ CPP CORRUGATED POLYETHYLENE PIPE 5. ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE FIRE HYDRANT off / CONC CONCRETE APPLICANT JOHN SORRENTI, JRS ARCHITECT, P.C. E / STATE UNIFORM FIRE PREVENTION & BUILDING CODE DEFT. DEPARTMENT 181 EAST JERICHO TURNPIKE 6. ALL CONCRETE TO BE A MINIMUM OF 4000 P.S.L, 28-DAY STRENGTH. j oHEg45, /� - ` + gq}a PROPOSED CONCRETE"CURB e� HEJP/LP 9 p3 oHE/ 0 OR DIA. DIAMETER DRAINAGE MINEOLA, NY 11501-2032 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS `_N- _ - - - - - - },�-" DMH DRAINAGE MANHOLE MUNICIPALITY: TOWN OF SOUTHOLD AFTER CONSTRUCTION IS COMPLETED. - r �`� DC DROP CURB BUILDING USE: BANK B. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS ALL UTILITIES TO o Up Lp BE INSTALLED/RELOCATED BELOW GRADE /E oHE W R_949 ss� °�° ��'� �� / / E EAST ZONING DISTRICT: B 9, DAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE � - 2' OFFSET FQR CURB EFF. EFFECTIVE 5 oNE n GJ r LOT SIZE: 49,262.82 S.F. / 1 131 ACRES INSTALLATION OF NEW SIDEWALK. 6 r ^7 EL. OR ELEV. ELEVATION 10. OBTAIN A TOWN DPW ROAD OPENING PERMIT _ 9562 r ' ��' E ✓ ' '\\` ELEC ELECTRIC FLOOR AREA 4,253 S.F. J 9gyq g26a off PROPOSED SIDEWALK RAMP EMH ELECTRIC MAHNOLE 11 LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED SECTION: 143 BLOCK. 3 LOT: 33.2 ��'�' + "" N49'36'00°E EX. EXISTING SETBACKS: WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S.C.D.P.W. OR OPp UTILITY POLE 9298` 93 I F.F. EL. FIRST FLOOR ELEVATION FRONT: 86' (100' REQ ) N.Y.B D.O.T. PRIOR TO CONSTRUCTION. R �� \ �' 86.75' 12. ALL TRAFFIC CONTROL DEVICES, IE. SIGNALS, SIGNS, AND PAVEMENT CONSULTANTS: p\N fi}+93x7 /� » _ _ FT.GA FEET OR FOOT SIDE: 117- 35- REQ. 50' TOTAL) GA GAUGE REAR: 71T (35' REO ) MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES - -92- - _ 91,73 GV GAS VALVE OF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS �/ i 1{\ll'\\ i ♦ ••.•''q - GC GENERAL CONTRACTOR ITEM AMOUNT (SF) % DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. ay - CB /� ry} �--94 HP HIGHPOINT TOTAL LOT AREA 49,26282 100% 13. THE CONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL r \ �7 LB.2 HYD HYDRANT DEVICES LAYOUT AND INSTALLATION WORK SHALL NOTIFY THE TOWN OF R=95,97 , BUILDING AREA FOOTPRINT 4,253 8.67% INFO. INFORMATION SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF 1 , a e7 q� 9a 46 ' Ls ASPHALT PAVEMENT PAVEMENT AREA 24,380 49.49% INV. INVERT BEGINNING SUCH WORK ALONG A TOWN ROAD. tENO +9 95 r , 95 +N 9s I LB LEACHING BASIN LANDSCAPING AREA 2061282 41.84% 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE 94.52 OP .,nK%�` ' " " + LP LEACHING POOL LOCATION MAP THERMOPLASTIC (SUFFOLK COUNTY SPECIFICATIONS) UNLESS OTHERWISE gU5 ST p G WEED "F, DRAINAGE 93.20 L.P, LOW POINT NOTED ON PLAN •�GRNSS� �vtii AREA II - MAX, MAXIMUM N.T.S. 15. STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION G oH/ i szez g3� MIN. MINIMUM IN ACCORDANCE WITH AASHTO REQUIREMENTS. WM 9' ,' 96 9, 96 96 SAWCUT AND MEET EXISTING PAVEMENT M.H. MANHOLE rV0 0 G oHE '� / PROPOSED'CONCRETE SIDEWALK N NORTH SAVIK & MURRAY LLP i GRASS R=9701 TC: 96.70 E• SURVEY NOTES �, r 95 n + PROPOSE+$ 127 C.P.P. r(1'Yp) BC: 96.20 NA NOT APPLICABLE 9a,37 sS.46 ' 1 _ NO. NUMBER CONSULTING ENGINEERS TC: 97A5 1 - NTS NOT TO SCALE _@C;96i65 g332 "? NYS NEW YORK STATE RTE 48 NEW SOFFOI.K AVE 1. FIELD WORK WAS CONDUCTED N DECEMBER, 2007 BY WELSH voice ea,I:"ein,i"eAOwwwawuu5rJomuraenv°coin'-"Fax4:ea�m,e4o ENGINEERING & LAND SURVEYING, P.C. 95,49 ` + TO: 97.25 9J, i co NEW YORK STATE UE 2. ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. 1 , I _ TC: 97.00 oz + NYSDOT P ' +TC: 96.60' BC: 96.50 � r BC: 96.75 + I � �" DEPARTMENT OF TRANSPORTATION 5p�0� SOUND pVE. 3. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT 93.1 B N �`� OC ON CENTER TITLE REPORT MAY REVEAL, z f � } � I BC: 96.101 _ � I 7 \� •'.�� A' fl' PROPOSED CONCRETE CURB 97 \ OD OUTSIDE DIAMETERPROJECT w� 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, w , I `\9386+ l \ OHE OVERHEAD ELECTRIC FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND z TCa 9P.30 , 2 LB.4 + 97 I PC POINT OF CURVATURE LOCATION v� LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY BC:`95.80 ' 9}97 PRC POINT OF REVERSE CURVATURE ` • +94 29 I " TC: 97.07, �2 ," - PT POINT OF TANGENT p �p� y� NOT BE SHOWN PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL pSpHALT CURB 9s.'R291 I I I Q_ "CALL BEFORE YOU DIG" AT (800) 272-4480 AND HAVE ALL UTILITY 4,oV PVC POLY VINYL CHLORIDE � + " -94' �• LOCATIONS MARKED ON THE GROUND. ' BC: 97.58 9364 I PSI POUNDS PER SQUARE INCHXn COMMENTS: CB , i m I 1 84,59+ + R RADIUS 5, COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 143, R=99, 8 � ' �fJ5 \ \$y " "r :'Q3,Sg: ' BLOCK 3, LOT 33.2 I s 6524 r RET RETAINING TO:97.85 RCP REINFORCED CONCRETE PIPE �a DATE DESCRIPTION BC.97.35 C I I I 6. PROPERTY LINES, BEARINGS AND NORTH ARROW ARE BASED UPON CLIENT m TC:97.85 RD, ROAD PROVIDED PROPERTY SURVEY PREPARED BY JOHN C. EHLERS, DATED 02/2$/08 BLDG DEPT SUB I-' ' I ■ ' v, mP 7/31/2007. BC:97.35 I REq'D REQUIRED 03/24/08 PLANNING BD. SUB ',m -■- r r .1 TC:.97S5 LB.B I RTE ROUTE h GREAT �' , r , 0:97.25 .- I ti o= .PECON/C 84Y DRAINAGE CALCULATIONS: rn J "',+ SdH SANITARY MANHOLE v PARKING ' , �NLB.6 r gq,43 ' " PROPOSED I ___ C D 11 I S SOUTH OR SANITARY 44' I rn r + ., ` : SIDEWALK RAMP I•" _ 9 1 9493 rn SF SQUARE FEET ST. STREET AREA TCi 97.70 _ F"" : TMH TELEPHONE MANHOLE PAVED AREA: 12,900 S.F. x 2/12 x 1,0 = 2,150 CF PROPOSED CATCH BASIN (TYP.) ^,'l ■r ,,- . ' BC; 97.201 9490 z ■ I I TSB TRAFFIC SIGNAL BOX GRASS AREA: 4,469 S.F. x 2/12 x 0,3 = 224 CF e: o DRAINAGE - PROPOSED 8" C.P.P. ROOF DRAI „ �� ■ r I TC TOP OF CURB TOTAL AREA: 2,374 CF/68.42 CF/VF (10'4 POOL) = 347 VF REQ-0 o ' 1 ■ 9565+ N � � ■ I a fW 1 TOP OF WALL_ PROP SED C NCRETE CURB TYP.) 1 '' ' AREA I TC: 97.30 I i I -s PROVIDE. 5 - 10'0 POOLS X B' EFF. DEPTH = 40 VF II Y ' z > I TYP TYPICAL ' o LB.7 BC. 9 .80 C I VOL VOLUME REVISIONS: I 6 4 n 95, " I ,' 1 _ I I WM WATER METER 102.111 a 1 �/ 'I I Nt- It 4_ w I '�h' WV WATER VALVE AREA II REV. DATE DESCRIPTION " i5P0$ED` BANK PRI LB.9 I + I W WEST PAVED AREA: 4,392 S.F. x 2/12 x 1.0 = 732 CF 1 5-21-08 REVISED PER TOWN ABONDONED WELL CAP 'bl' �� +� , -96- - - - � ` _ I_ 4.253 S.1F. 4 ' GRASS AREA: 3,254 S.F. x 2/12 x 0.3 163 OF it l 9664 EL 9698''20 9399 I I = III TOTAL AREA: 895 CF/68.42 CF/VF (10'0 POOL) = 13.1 VF REQ-0 COMMENTS DATED 4-11-08 ,> I- 2 7-1-09 Per Planning Dept Comments from 5115/09 1 PROPOSED CONCIP CURB I LEGEND PROVIDE: 2 - 10'0 POOLS X 8' EFF, DEPTH = 16 VF TC: 97.75 + ' .: I '9 I I I u 3 9-28-09 Revised Drainage and Grading BE 97 25 __ _ _ _ 95a I PROPOSED CONCRETE'SIDEWALK ' I °� a SYMBOL r95,74 96.9%+ _ _97_ _P120POSEU 10'0 LEACHIMGs��SIN \r I I 9 99 9558 DESCRIPTION EXISTING PROPOSED AREA III 4 12.07-09 Revised Per Planning Board 11-16.09 Comments a PROPOSED BUILDING CANOPY ' ) -__-__- PAVED AREA: 1,270 S.F, x 2 12 x 1.0 = 212 CF EXISTING � I I ' - , _ . .'I ' �� PROPERTY LINE / BUSINESS a '1 ' r +97'4 +9 '� `\ I ' EASEMENT LINE - - ROOF AREA, 2,655 S.F. x 2/12 x 1,0 = 442 CF - - ` z I , _z w CONTOUR LINE - - - - -99- - - - - 99 GRASS AREA: 750 S.F. x 2/12 x 0 3 = 38 CF -'- - '°,4 \ I m -' I IN z BUILDING TOTAL AREA. 692 CF/68.42 CF/VF (70'0 POOL) = 10.1 VF REQ'D '197 59 + TO: 97.90 TC: 97.85 + ' TC: 98.20 LB. 5' ! >< _ - - - _ CLIENT INFORMATION: r I �` _ '4 ( '-' m BUILDING OVERHANG PROVIDE 2 - 10'0 POOLS X 6' EFF DEPTH = 12 VF BC: 97.40 BC: 97.35 BC: 97.70 '` : TC: 97. 0 rn o CURB (ALL TYPES) 9967 1 97 I51 g64a+ / PAVEMENT STRIPE AREA IV JpMo nChase iBC:97/3W J _ + _________ PAVED AREA: 5,345 S.F. x 2/12 x 1,0 = 891 CF �'?9 m + +=_ _ _ L,-____yJ : I I r EDGE OF CONCRETE rga .�� LB.� PAVEMENT SAWCUT 0641 ROOF AREA: 2,558 S.F, x 2/12 x 1,0 = 427 CF +9792 + + TO: 98,45 `.g 1 �I o TREE/VEGETATION LINE "`` GRASS AREA 11,670 S.F. x 2/12 x 0.3 = 584 OF 8790 9763 + BC: 97.99 -r 9fi 54 G �� I rnl i I GUARDRAIL TOTAL AREA: 1,902 CF/68.42 CF/VF (10'0 POOL) = 27.8 VF REQ'D NEW BRANCH BANK Y �7l- FENCE v "- TO: 99.16 gg 32 + 9 • "� ~' ■••••� 4 - 100 POOLS X 8 EFF. DEPTH = 32 VF 10300 MAIN ROAD DRAINAGE LINE D PROVIDE: ` BC:98.66 I I `" MATTITUCK, NY 11952 loo as TC: 98.16 - ■ / 1n m GAS MAIN GG I ' BC: 97.66 _ L6.12 TELEPHONE LINE T 09 \'�9, ;, DRAINAGE TABLE TOWN OF SOUTHOLD ` OVERHEAD ELEC. LINE OHE BASIN RIM OR � INLET TC: 99.00 - - " OR CONCRETE �;,_ _ - I N7,%'03'Op�� `� ELECTRIC LINE E N0. GRATE EL. INV. WATER TYPE DESCRIPTION J R 5 ARCHITECT, P. C. o I , BC: 98.50 + Al DUMPSTER'PAD, SEE DETAILS - -_ _ _ 20 0, WATER MAIN W W o Q SANITARY LINE S LB 1 94.15 91.65 8' CURB 99 35 DRAINAGE ' - _ , �,� : I ; w ,- LB.2 93.75 91.25 8' CURB 181 East Jericho Turnpike,Mineola, NY 11501-2032 O Tot 616-294-1666 Fu:516Q941669 o l I + AREA iv -� I I `, PARKING STALL QUANTIT © 30 West 24th Street,3rd Floor,New York,NY 10010 r , N LB.3 96.20 93.40 8' CURB 100.52 ` Tel:2129290083 Fax:2126466721 l I + r� �: +s9s1 99,50x LB.4 96.10 93.30 8' CURB I 97 _ - _ I r4zs1 r N w \ SPOT ELEVATION LB 5 95.80 93,30 8' CURB 707 State Road, Princeton, NJ 08540-1434 LB.13 ' r cn + WATER METER ® ® Tei:w96e69m0 Fen:609688-9060 ` 98�, _ LB 6 96.20 93,40 8' CURB ` 100 99� - - - I ' � .,I r�. �rA WATER VALVE LB.7 96.50 93.50 8' CURB ` /T THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND 99- CLEARING LIMITS) I I ' ` UTILITY POLE -0- LB 96.95 94.45 6' CURB CONNECT ROOF DRAIN AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.C. FIRE HYDRANT ALB.9 96.60 94.35 6' CURB ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS �. + i ' % LB.10 97.30 94.00 8' CURB CONNECT ROOF DRAIN ARE PROHIBITED. ioo 9e,e5 / . • I I I 41 0o DRAINAGE GRATE ® ® LB.11 97,00 94.50 8' CURB CONNECT ROOF DRAIN I SIGN �- a LB 12 96.50 94.00 8' CURB DRAWINGTITLE: ' ` 98.,43 I TREE ` LB 13 95.95 63.50 8' CURB SITE GRADING AND DRAINAGE PLAN �x . •'� ��'. DRAINAGE NOTES . . 7V _ \ \I I I 9e71 m -3 101 00 STRUCTURES ® ® I® j �I 1. ALL DRAINAGE PIPE TO BE 12' CPP, UNLESS NOTED OTHERWISE DRAWN BY: DATE: 12/17/07 107,65 0 / \ + 101 4B 1 + I \�r I 'I 2. ALL ROOF PIPE TO BE 8" C.P.P. UNLESS NOTED OTHERWISE CHECKED BY: SCALE: AS NOTED i 9918 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR - I N SANITARY STRUCTURES o OO FRAME AND GRATE AT THE FACE OF TH�GURB-INLE�T.,.,$ET„ n,� �"' 7CR _ S 50'07'00 W �� 185.75' J 1 FRAME AND GRATE AT THE SLOPE OF THE PARKING LOT. y 1: _ _ I •I, 1� I� FILE NAME: X007'00" E + 99'82 185.75' I I OF NEIN yo 207100 Grading ��P pM' E. 'y7,,ppvP'r- 1 JRS NUMBER: 207100 + * 07200 ' 10�j.26 ', `� + J LHI� n W 10202 o+ ` ` + 10051 ` 9914 SHEET NUMBER SITE GRADING AND DRAINAGE PLAN °pROFEss oNP �a= C2 : 01 SCALE: 1"=20' KEY PLAN: y �1 V / BRONZE LOCKING DEVICE ' , TF r / W/ KEY WRENCH SUPPLIED " /0000000 \ \ A /000000000000 \\ A i II w o000000000000o NLS .� . out v�T _ SICOSMORARY SEWERO I l Z - \ 2 PENETRATING PICK HOLES oHE - 1-1/2" LETTERS \ T 180• APART \\ FIRE HYDRANT S OAEI — - .1 - \N- ,' CAST DATE IN UNDERSIDE ADJUST CAST INTO -�-�- °H" o"E� TOP OF FRAME OF COVER /�o"E �- - - - - - - - �W -WV � o"E uP/LP PLAN R=94 96 r / 28-3/6' _ 25 °r j °HE ' ,OM1' 27-i/2 HEAVY DUTY CAST IRON FRAME SECTION: 143 BLOCK: 3 LOT: 33.2 ,,�, ., FINISHED GRADE C, 27_1/g� AND LOCKING COVER TO GRADE • ' £ ' ' 493 • 9 I N49'36 0 E 26 SOLID RINGS AS REQUIRED CONSULTANTS: '0 " -- -- - - N o `N RSP, >'UTILITY POLE \ � \�� ' ' ' `-' 86.75' TO BRING SEPTIC TANK TO z '� B" MINIMUM TRAFFIC MDMA o"E G / - _ _ _ - I 25-3/fi" GRADE AS PER S.C.D.H.S. 20" 20° BEARING SLAB � ,� - - 9 7_1/8„ To �� PROPOSED WATERMETER6„ 94 \� - ' 3/6„ I- 8” -� M INLET r OUT a 6„ �. . OUTLET. tiF / PROPOSED RPZBN HOT BOX MIN 4" DIA CLASS 2400 ASPHALT PAVEMENT 24 PIPE OR EQUIVALENT o d. = MIN. 4" DIA. CLASS 2400 95 II 25-3/4' PITCHED 1/4"-1' �, FLOW PIPE OR EQUIVALENT 95 9 , - 5-1 8' fn o / ' 35, v a BAFFLE m PITCHED 1/8"-1' /gU5SIC 'P G :�GRPSS�WF.F-DS` A Q / G &"_ 1 96 .Irc'. '�9, 96 - SECTION A—A .6,•," . . . —� VIK o MURRAY, LLP G °�ASS RMg®Dp '� ,' CONSULTING ENGINEERS COVERDETAILN.T.S. SECTION Ptfi05MITH OWNVENUSUITE 6,RONKONK01MN YR[[LA ICE:931�9].]]]fi -WWW.S/,VIKNNOMIIRPAT.COM-FA%99NW-]E90 PROPOSED WATER SERVICE PROPOSED UNDERGROUND GAS SERVICE � � N S.C.D.H.S. 1 .200 GALLON SEPTIC TANK z r l r" \ / 97 a f ASPHALT CURB \ `, � �\9R � � I g4' " HEAVY DUTY CAST IRON FRAME I COMMENTS: AND LOCKING COVER DATE DESCRIPTION FINISHED GRADE 02/28/08 BLDG DEPT SUB INLET MIN. 4" DIA. SOLID PRECAST TRAFFIC 03/24/08 PLANNING BD. SUB — - BEARING TOP SLAB PARKING ', I,I / m\ i _ I I I Is ®® PRECAST SANITARY RINGS (TYP) .1 o PROPOSED UNDERGROUND ` I I I J, Ej o ®®® 4 ' F ELECTRICAL SERVICE 19®® 6' REVISIONS: FUTURE PROPOSED 8'0 X 6' EFF. ', / , I o I N w _, COLLAR MATERIAL TO CONSIST REV. DATE DESCRIPTION DEPTH LEACHING-POOL I I 1 ,,, 5•' z ,� 3' MIN. 10 POOLEXPANS LP LP ' /�� I �I w III _ ®®® ® ® COLLAR OF COARSE SAND AND GRAVEL 1 5-21-08 REVISED PER TOWN PROPOSEd` BANK ABONDONED WELL CAP �, / \-96- - - 4,253 S.)F. Q ®® ® ® COMMENTS DATED 4-11-08 ®® ® 2 O F.F. EL. 98'r20 5J I I ®® ' III \ 2 7-1-09 Per Planning Dept Comments from 5115109 PROPOSED 8'0 X 6' EFF. 9 I I I DEPTH SEPTIC TANK ` r 3' ABO 3 9-28-09 Revised Drainage and Grading \ MIN. VE O O _�7_ _ _ _ _ _ I' `\ I / GROUNDWATER 4 12.07-09 Revised Per Planning Board 11-16-09 Comments HOUSE TRAP ` BACKFILL MATERIAL To BE EXISTING 1 I CLEAN SAND & GRAVEL ALLOWABLE SANITARY FLOW BuslNEss / G PROPOSED 8'0 X .6' EFF. � '^ ' `DEPTH LEACHING/POOL — — ` / 1I ' ? z 6' MIN, PENETRATION INTO VIRGIN GROUNDWATER MANAGEMENT ZONE: IV CLIENT INFORMATION: ` ` .' I - STRATA OF SAND & GRAVEL 45' ' , w ALLOWABLE FLOW FOR SITE: 600 GPD/ACRE111111111, m (600 GPD/ACRE) X (1131 ACRES) = 678.6 GPD ' I� S. C. D.H.S. SANITARY LEACHING POOL DETAIL ALLOWABLE FLOW FOR PROPOSED eulLDwc. WJPMOrganChlS@ 111 \ PROPOSED SANITARY SYSTEM. I N.T.S. SEE PROFILES AND DETAILS EDH PIPE L _ —J I ' I ' / BUILDING USE BANK (NON-MEDICAL) AND STRUCTURE SIZES, THIS SHEET. /� \I ^I �5' 4,253 S.F. OFFICE X 006 GPD/SF = 255.18 GAL. X00 I � I � NEW BRANCH BANK SEWAGE DISPOSAL SYSTEM DESIGN PROPOSED SYSTEM 10300 MAIN ROAD a I � SEPTIC TANK: MATTITUCK, NY 11952 cn SEPTIC TANK LEACHING POOL REQUIRED: 255 GPD X 2 DAYS = 510 GPD TOWN OF SOUTHOLD RIM: 97 23 RIM. 97.19 INV IN: 94.84 INV IN: 94.26 PROVIDED: (1) 8'0 X 4' EFFECTIVE DEPTH = 1,200 GPD �\ 1 ` INV OUT: 94.34 DIA 8' LEACHING POOLS: N7,1'03'0D'E `\ DIA. 8' DEPTH 6' REQUIRED; 255 GPD/1.5 GPD/SF = 170 SF J R S ARCHITECT, P. C. 20.(70' PROVIDED: (2) 8'0 X 6' EFFECTIVE DEPTH = 300 SF FUTURE: 1 8'0 X 6' EFFECTIVE DEPTH = 150 SF 181 East Jericho Turnpike, Mineola,NY 11501-2032 PROPOSED BANK ( ) Tel:63&2941666 Fax:6162 941369 FF. EL. 98.20 FINISHED GRADE — NOTE: Tel: West 24th Street,3rd Floor, New York, NY 10010 Fex:2126465T21 I I n NO WELLS WITHIN 150' OF PROPERTY 707 State Road,Princeton,NJ 08540.1434 Te1:609688,9100 Fm:6096969060 I 97 _ 98 / 98. , rr A. /I�`\ THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND \ 00 99� PROPOSED BUILDING AS SUCH ARE THE PROPERTY OF JRS ARCHITECT, P.0 \ ` / 99� INV. 95.00 ANY INFRINGEMEARE PROHIBITED.TS OR TIONS BY OTHERS \ / i HUSE TRAP DRAWINGTITLE: SITE UTILITY PLAN 8 LF ® 2.00% 4'o PVC SDR 35 DRAWN BY: DATE: 12/17/07 LF ® 1.00% CHECKED BY: SCALE: AS NOTED I ` 4o PVC SDR 35 ` 185.75, J I �U\ EL 88.26 pF NE FILE NAME: s 50 07'00" w _ �E w r 207100 D66n 50 185.75' I 3' MIN. TOnk,'PO•Q/r- N 07'00' E ` GROUNDWATER EL. 84.00 % JRB NUMBER: 207019 v _ _ _ _ w * ]f 07200 (HIGHEST EXPECTED 84.761) I ° o 15 = SHEET NUMBER: SANITARY SYSTEM PROFILE C4 . 01 SITE UTILITY PLAN N.T.S. 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