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1000-143.-3-33.2
JPMorganCha PROPOSED ON STORY THEE, E DRAWING~ ARE pi~EPARED TO COMPLY [UITH THE R~JLE6 AND ~.EGULATION5 OF T~E ~[L~[N~ CO~E ~ NEW ~O~ 5TA~. THE SLAB ON GRADE BUILDING I. CONTI~CTOR(5) AND THEIR PJESPECT[VE ~JBCONTf~ACTORE AND ~CH~DMLI~ ALL ~MI~D VILL~E, tO~, CITT, ~OUNTT AND ~TATE INSP~CtlON5 AND OBTAINI~ ~L A~OVAL~/5I~N ~ AND 5UBHIT THESE DOCU~ENT~ TO THE A~CHITECT~NGINEE~ ~ 2. CONT~CTO~ 5HALL CONSULT AND CO0~[NATE WITH THE ~UNICIPALITT'~ ~UILDING DEPA~ENT A5 ~LL A5 TRE COUNTY AND ~TATE ~ENC~E5 Fo~ THE ~UI~D INSPECTIONS, 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD GENERAL NOTE5 L ALL WOf~ 5HALL BE GOVErnED BT THE TE~15 AND C~NDITION5 OF T~E QENE~L CONDITI~5 ~ THE CONT~T ~R CONS~CTION A~ THE ~I~ENT~ ~ ALL Ap~op~IATE ~LIC ~UTHORITT, ~GULATO~T AND/OR LANDLO~. 2. THE CONT~CTOR 5HALL ~[~ ALL NOTICE5 AND CO~PLT WITH ALL LA~, O~INANCES, ~GULATION~ ~ ~ ANT ~hlC AUTHO~IT~ ~EA~I~ ON THE PE~O~ANCE ~ THE ~ INDICATED IN T~E CONTACT DO~ENT~. 3. THE CONT~TOR ~h~L ~E ~pON~[~LE FO~ 5EC~1~ ALL NECESSA~ PE~ITS, AP~VAL~, CON~OLLED INSPECTIONS, A5 ~hh A5 THEI~ A550CIATED FEES, FOR ALL T~ADES, EXCEPT WHE~ 5P~I~IED AND UPON EL~E~E~. 4. THE C~T~CTOR 5HALL BE ~ON~I~LE ~O~ A~NGIN~ WITH ~UILDING ~AN~E~NT ~O~ ELEVATOr5 OR OTHE~ NOfSTl~ PACILITIE~ FOR NANDLIN~ ~ATERI~ ~O ~NOVAL ~ DENOLITION EXTENT ~ ALL FACILITIE~ AND ~E~vIcE~ ~UI~D To PE~O~ THE ~ IN STRICT ACCO~ANCE ~lTN THE CONTACT DOCUMENT~. THE CONT~CTOR ~N&LL ~AINTA~N ONE COP~ ~ THE LA,ST ~NT~CT DOCUMENT5 INCE~IN~ ALL CNA~E~ AT T~E JOY, lYE ~o~ THE USE ~ THE ~NITECT. E~PLO~EE5 AND ALL 8U~CONT~CTO~, THEI~ ~ENT~ AND E~PLOTEES, A~ ALL OTNEE ~ PE~ING ANT ~ THE WO~ FO~ THE CONT~CTO~ · . THE C~T~TO~ ~L ~E ~pONSI~LE FO~ ~T DA~ [NC~ED AN~WHE~ WITHIN THE B~A~IE~ ~ THE PROPE~T, AND ANT DA~E ~ALL ~E ~LT ~PAI~D TO THE 5ATI~ACTION ~ TNE O~R ~D 5. DU~IN~ THE CO~E ~ the ~, t~ ~NT~CtO~ ~HALL ~ULA~T ~ ALL ~NU~ED ~ATE~IAL, AND DE~ ff~oM THE ~OpE~ AND ~OOM CLE~N DAILT, T~E ~ITE AND P~MI~E~ ~NALL ~E ~ ~A~ONA~LT CLEAN, NEAT AND O~E~T TO THE ~TI~ACTION ¢ THE I~. TNB CONT~CTOR 8HALL C~TROL CLEANING O~TION~ TO P~NT DI~ OR DU~T FROH LEAVI~ THE JO~51TE AND I~ILT~TI~ A~A~ NOT INVOL~D ~N THE P~JECT. II. ALL ~L~ D~ILLI~ AND CUTTING ~HALL BE DONE ~R NO~AL ~U~I~5 HOU~ O~ A~ D~CTED IN ~ITING THE I=. ~LOCAT~ A~/O~ INTE~iON ~ ANT BUILDING UTILITIE~ INCLUDING, ~UT NOT LIMITED TO 5TE~, LINE~, ELECTRICAL, PLU~I~, TELECO~CATIONS, ETC., ~UST BE COO~INATED ~ITh BUILDING ~AN~NT AND BE PE~O~ED AFTE~ NO~AL BUSlNE55 NOU~, OR A~ DInGeD ~T ThE O~E~ ~3. THE CONT~CTO~ ~N~L P~VIDE ALL ~LA~ OpENIN~ TO COMPLETE THE GENE~L CONST~CTION, NVAC, 5~IN~ER, ELECTRICAL AND ANT OTHER ~0~ ~I~D ~T THE CONTACT ODDMENTS. 14. THE CON~CTO~ 5HALL ~RIFT ALL DI~NSION5 AND 51TE C~DITION5 p~IO~ TO SUBMITTING ~ID8 AND ~pO~T ANT D[~C~P~NCIE~ ~/O~ CONDITI~ WNIC~ WOULD INTE~E~ WITH THE COMPLETfON ~ THE ~ TO THE A~CHITECT. CO~ENCE~ENT ~ THE ~ 5HALL 5~NfFT ACCEdeNCE ~ ANT AND ~L JOBSITE CONDITI~5. 15. THE CONT~CTOR 5HALL 5UB~IT CUT8 AND 8ANPLE$ ¢ FINITE5 FO~ A~CHITECT'5 APP~VAL PEIOE TO FABRICATION, O~ CO~ENCE~ENT ~ THE ~ 18, ~EN "APlOmB E~UAL," "E~AL TO", O~ BNE~ OTHE~ ~ALIFTIN~ TE~ A~ USED, SUBSTITUTION8 ONALL ~ED 8OLELT ~PON THE ~VIE~ ~D APPROVAL ~ THE A~HITECT. THE BU~EN ~ PR~ THAT A PRODUCT ~T~TEM HEET~ ~ EXCEED5 THAT ~h~ ~A~ ~PECfFIED LIE5 ENTI~LT ON THE CONT~CTO~ ~(TECT FO~ Hl~ ~VIE~, AND P~IO~ TO THE CO~ENCE~ENT ~ THE ~ ~U~ITTAL ~NALL BE IN THE ONE (I) ~P~ODUC[BLE ~EP~A T~N~PA~NCT (PO~[TI~ ~{DE ~P), THeE (3) ~B PRINT5 OF E~N D~BI~. BUilt Fl~ (5) COPIES ¢ ALL CUTS. ANNOTATION~ ON ~T PLAN, ELEVATION, ~ECT~ON, O~ DETAIL A~ APPLICABLE TO ~L PLANS, ELEVATIONS, AND DETAILS. DO NOT SCALE D~IN~. U~E DISCOidAL NOTATION~ ONLY. 2L LA~E SCALE D~BING5 (IE. SECTIONS, DETAIL~, ETC.) TA~ P~CEDENCE O~R 5~ALL ~CALE ~CIFICATION~ TA~ ~CEDENCE 0~ 22. ALL fl~ ~TED AND 8OUND A~ENUATING P~ITION~ ~HALL EXTEND To THE UNDE~IDE ~ THE 5T~C~ A~O~, EXCEPT IF NOTED OTHE~ISE. 23. ~E~ A NE~ PARTITION ALl,N5 WITH AN EXISTI~ {NTERIO~ COLU~ ENCLO~U~ T~E OUTER LA~ER ~ 24, ALL NE~ PARTITION5 5HALL HATCH EXISTI~ ADJACENT PA~ITI~ IN ~GA~ TO CONST~CTION, HA~IAL ~TING, AND FfNI~H, UNLE~ OTNERBI~E NOTED. 2~. ~E~ EXI~TI~ ~ALL~, FLOO~, CElLINi5, ETC., A~ ~MO~D, PATCH TO HATCH EXISTING FINISHES, TEXTU~, AND COLO~ fN ADJACENT A~A. 28. ~E~ ~ECNANICAL, ELECTR~C~ OR PLUNBIN~ DEVICE~ A~ ~NO~D OR INSTALLED IN EXI~TI~ PArITIeS, THE CONT~CTO~ ~HALL F~ME AND PATCH TO ~AT~ ALL EXISTIN~ ADJACENT ~ATE~IAL~, FINI~NE~ AND ~l~ ~TIN~. 21. ~E~ D~CT~, ELECTRICAL CO~UIT O~ PLUMBING PIPING PAS~ TN~N FLOO~, B&LL~, OR CEfLI~* CLOSE ~PACE BETWEEN THE PI~UCT AND THE C~T~CTION BITN NONCONBUSTIBLE INSULATION AND PROVIDE 5N~ FIT METAL E~CUTNE~ CAP~ ON BOTH ~IDE5 AND CA~L~ ALL O~TLET~ AND 5BITCH PLATE~ A~ TO ~E BUILDING ~TANDA~, UNLE~ OTHE~I~E NOTED. 25. THE CON~CTOR ~NALL pROVIDE ~ALL AND CEfLI~ ACCES~ PANEL~ A~ ~I~D BT THE ~ECHANICAL, ELECT~IC~ AND PL~BIN~ BO~ A~ DI~CTEO ~T THE ARCHITECT. THE CONT~CTO~ ~HALL ~PAI~, CLEAN o~ ~PLACE A5 ~UI~D ALL EXI~TIN~ ACCES~ PANEL¢ TO ~AIN BITHIN THE CONT~CT LI~IT8 A~ DI~CTED ~T THE A~CHITECT. ALL D~BING5 AND NOTE5 A~ CO~PL~ENTART AND BN~T ~ CALLEO FOR BT ONE 8HALL ~E BINpI~ A5 f~ CALLED FOR ~T ALL 32. IN THE E~NT ¢ DI~C~PANCIE~ BET~EN ARCNITECTU~L AND ENGINEERI~ D~BING~, THE ARCHITECT ¢ ~co~ ~NALL DECIDE ~Nfc~ D~BI~ ~NALL ~LE CON~T~CTfON AND/O~ ~COPE ~ ~ ~NOULD ANT ¢ TNB PARTITION5 TO ~ ~MO~D BE POU~ TO ~E LO~D BEARINg, NOTIFY THE A~HITECT f~ED~ATELT ¢ THE CONDITION~ p~fO~ TO PE~O~ING ANT BO~ DETE~INATION ~ THE p~ENCE, AND/O~ ~HOVAL ~ TNE~E ~ATERI~L~ I~ THE ~pON~I~ILITY ~ OTHEr. 35. P~VIDE A ~IN~UH ~ ~U~ (4), 25 L~ F[~ EXTI~U[SNE~ A~O~D ~OR 'A', '~' AND 'c~ TYPE Fl~, TO LOCATED AT THE ENT~T~XIT POINT5 TO THE ~[TE. ~1~ EXT[NGUISHE~ A~ TO ~AIN IN ~ING O~E~ ON THE Fhoo~ ~EN CON,CT ~o~ ~5 ~N 3~. ~NE~L CONT~CTO~ TO O~TAIN A D~OLIT~ON PE~IT O~ CON~T~CTION PE~IT p~O~ TO THE ~ENCE~T ~ ~O~ A COPT ~ SUCH DOCUMENT5 5HALL ~E PUNISHED TO THE ~UILDI~ ~AN~E~, O~E~ TENet A~ THE A~HITECT PRIOR TO THE CO~ENCE~ENT ~ A/C AIR C~NDITIONING AC ACOUETICAL ACC ACCE55 HM ACT ACOU&TICAL TILE HP ADJ ADJACENT WTG AF~ AliVE FINIEH FLOOR Hv,~ ALT ALTE~ATE ALUM ALUMINUM ARCH ARCHITECT OU~Z~L) IN A~ ACCOU6TICAL ~ALL PANEL INSUL ~O ~OA~ JC ~LD~ ~UILDIN~ LAM ~L~ ~LOCK LAM ~ ~OTT~ ~ LL ~ ~EARING LP B~T ~ASE~ENT CA~ CA~INET MEOW c~ CATCH ~ASIN CCTV CLOSED CI~UIT T.V. MIN C CARPET ~Th CL~ CE~LI~ NO CL~ CLEAR (ANCE) CJ. CON~OL JOINT NT5 ~ CONC~TE MAS~R~ UNIT DA ~TR COUNTER DC ~L COLU~ oh CONC CONC~TE CONST CONST~CTION OPp DIA DIAHETER D~ D~R RT EA EACH EJ. EXPAN6ION JOINT ELEC ELECTRIC (&L) ELEV ELEVATION EHE~ EME~ENCT ENCL ENCLOSE (ENCLOSU~) E~ EGUAL FE Fl~ E~I~UI~NER ~L (E) T~ FT FEET ~C ~ENE~L CONT~T (O~ ~L NC ~LLO~ CO~ HEADER HEIGHT HIGH POINT HOLLOW METAL HEATING HEATING VENTILATION 4 ,AIR COND[T[ONIt'~ I~OLATED ~BND INCH INSULATION (D) (ION) JANITOr'5 CLOSET L~INATE LI~LOAD LO~ POINT MAXIMBM MECHANICAL MANUF~TU~ (R) (D) MINIMUM MA~ET ~TAL NO~TH N~M~E~ N~INAL NOT TO ON CEN~ O~AD OPENING O~051TE PAINT PLASTIC LA~INA~ P~TI~N POLTVINTL CHLORIDE ~FE~NCE ~F~IGE~TO~ ~NG ROOH 60UTH 5TO~ 6ECTION 61MILA~ ~PECIFICA TI~ · TA~TIN~ POINT 'i ~TONE 6TANDA~ ~TEEL 5TO~ T~AD T~LEPH~NE TOP ~ T~TION VINYL C~pO~ITION TILE VIDEO DISPLAY ~RIFT IN FIELD ~ALL ~lTH ~ALL ~ATE~ CLOSET WELDED WI~ ME~H PLOT_ PL4,N SCALE: NOT TO ~CALE N I T E C..TtJ R:,& L EXISTING TO REMAIN EXISTING TO BE R=-r'1OVED F~OPO6ED GYP. I~D. PARTITION PROPOEED LOW HEIGHT GTP. BD. PARTITION EXISTING DOOR FRAME TO BE R. EMOVED ~OPOEED DOOR 4 F~AME PARTITION 'DfPE DOOR Df AWING L A.~-I A1-¢3 A2-02 TITLE ,GHEET AND GENEP,4L NOTE~ ARCHITECTURAL 51TE LIGHTING PLAN R~T FL. ~J~ PLAN EO~ PL~ ~ ~LL 6ECTION5 E~RIOR EEEVATI~ E~ERIOR ELEVATI~5 61TE DEMOLITI~ PLAN ~[TE G~DI~ AND D~IN~E PLAN ~ITE ALI~T ~D ~T~IpING PLAN ~[TE ~TILITT PL~ CIVIL DETAIL5 LAND~cA~ PLAN N.T~.O.T. PLAN, NOTE~ ~ DETAIL5 WINDOW NUMBER ] KEYNOTE WOFii~TATION ANGLE DIAMETER CENTER LINE PLATE I 6ECTION LE'~R ~ DI~AWI~ 5NEET //~ DETAIL NUMBER DR, AWI~ ,~ LEVEL ~1~ ELEVATION ~ CEILING HEIGHT ABOVE F~NI~ED FL~ ~ 6TA~ pOINT ~ COL~ APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD DATE NAY 0,4 2010 APPROVED BY NOTE: The ~ ~ period of three (3) years fzom the date of approv~[ I~ ~ode section 100-255. KEY PLAN: i SECTION; 143 J 3 LO~ 33.2 CONSULTANTS: CONSULTING ENGINEERS COMMENTS: DATE 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 12/7/09 REVISED AS PER PB 11/16/09 C0MMENT,~ REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: I JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. East Jericho Turnpike, Mlne01a, NY 11501-2032 30 West 24th Street, 3rd R00r, New York, NY lOOlO 707 State Road, Princeton, NJ 08540-1434 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: TITLE SHEET AND GENERAL NOTES DRAWN BY: KRG KG DATE: 12/7/09 SCALE: AS NOTED FILE NAME: 07200-TS-1 .DUG IJRS NUMBER: 07200 I KEY PLAN: MEN I\/ aDMEN II TO5 Q 0 LOUNGE ELECTRICAL F~ > > / / A~CM F~ P~INTER 1112 I . ® © © BCM O o (D o LO~¥ A O 0 FUf~NITUf~JE PLAN &D'-4" __] T0'-4" CONSULTANTS: LOT~ 33.2 ISAVIK&:MURRAY, LLP1 COMMENTS: DATE 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 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: i JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD /81 East Jericho Turnpike, Mlneola, NY 1/801.2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 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: FIRST FLOOR FURNITURE PLAN AppP. OVED BY DRAWN BY: BWE DATE: 12/7/08 PLANNING BOARD KRG SCALE: AS NOTED FILE NAME: 07200-A1,03-FURN.DWG JRS NUMBER: 07200 SHEET NUMBER: ToWN OF SouTHOLD MAY o 4 2010 A1.05 // R / / &ECTION ~ Low F~OOF pLANNING BOARD ToWN OF sOUTHOLD I',t~¥ 0 ~ 2010 CONSULTANTS: ISAVIK~: MURRAY, LLP~ CONSULTING ENGINEERS ii COMMENTS: DATE 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 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: C jPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 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. JDRAWING TITLE: ROOF PLAN & WALL SECTIONS krg J DATE: 12/7/09 KG J SCALE: AS NOTED JRS NUMBER: 07200 KEY PLAN: ~_ T/PAt~4PET ELE¥, ~T /UJINDOLU MULLION ~ T/O OAE~T 5TONE ,ELE',/.4TION ~ T/TOLUER ELE¥. T/TOLUER ELE¥. 12-P-O" EXTE IO FINiSN A~PNALT ~ ~IN~LES, ~E~TAINTEED INDEPEND~E ~U~E~ ~ DO~GpOUT'~ - ~ ~TTE~ ~" ~x 4 514" DEEP, ~ 4" ~x 3" DO~SPOUT COLOR TO ~E (~[~) ~T ATLAS INT. ALU~[N~ COPING ~T AT~5 INT. COLO~ TO ~E (COPPERTONE) ~ ~ FY~N MATE~AL COLO~ (~ITE) FACE ~ICK TO ~E - Ac~ BRICK CO. ~D 5UN,ET ~IC~ 15~ ~LEND COLOR= LIMESTONE AL~. AND ~LA~5 5TO~F~ONT ENT~T ~/~RILLE'~ (~NITE) ALUm. ~D GLA~ HISTORIC ~[NDO~ ~/GRILLE'5 (~ITE) HOLLO~ ~ETAL DO0~ AND F~E, PAINT COLO~ 5~ 'DECOROUS A~E~' ~LO~ ~ATC~E~ ~ E~BI~ENT ~ O~E~, ~c TI ~VlDE OPENING~ AND ELECTRICAL ~UI~MENT~ IN A~O~ANCE ~[TN FINAL ~O08ENEC~LIGNTING(B-~LIGNTING) SN-A21-~p-5,-E COLOR TO BE (~ITE) ~ T/PARAPET ELEV. 11~,'-3" t/O OA~T ~TONE 100'-0" i -- PROPOSED SANK SECTION': 143 3 LOT~ 33.2 I I I CONSULTANTS: CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/0g IS.SUED FOR SITE PLAN REVIEW ~-~ PER 5/15/09 COMMENTS i 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS REVISIONS: REV. DATE DESCRIPTION CLIENT INFORMATION: C JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. /81 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE PROPERTY OF JR$ ARCHITECT, P.C. ANY INFRINGEMENTS OR ALTERATIONS BY OTHERS T__ V'ATION A.E PRO.,B,TE . V4"I -I~' I I DRAWING TITLE: NORTH & WEST ELEVATIONS I PLANNING BOARD CHECKED BY; KRG SCALE: AS NOTED TOWN OF soUTHOLD 0FTI~0'~t"A'2'MOE';'02'ELEV'DWG ~ ASPHALT ~O~ 5RINGLEt. CE~AINTEED INDEPENDENCE I ~ .... ~'~ - I--PROPOSED BANK 4" ~x 3" DO~POUT COLO~ TO BE (~RITE) ~T ATLA~ iNT. IN~. SECTION~ 143 E .OCK: 3 LO~: 33.2 I ~ AEU~iNU~ COPIN~ BT ATA5 INT. TO (COP~ONE) CONSULTANTS: ~ AZEK ~ FTPON ~ATERIAL COLOR (BNITE) CONSULTING ENGINEERS ~ ~ ~ ~ ~ ~ ~ ~ r , , , ..... ~ANK E~Ui~ENT ~T O~E~ CC TI P~O~IDE OPENLY5 AND '' ' .... I~',' . . , ELECT~tCAL ~QUI~ENT~ IN ACCO~CE ~ITH FINAL I I I I I .... ....... , , APPEO~D ~NK E~UI~ENT 5HOp D~. ~ I I I -- GOOSE NEC~ LI~NTINa (B-~ LIGHTING) 5N-A21-~NP-3&-E I I DATE DESCRIPTION I I I I ~ I I ~ D~I~ UP ~T.BCTU~ (~HITE) 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION I : I -It [ I 7/i/09 iSSUED FOR SiTE P~N REVIEW [ I AS PER 5/15/00 COMMENTS 12/7/09 REVISED AS PER PB 11/16/09 COMMENTS ~OUTH ~VATION ~ - REV. DATE DESCRIPTION E×TEF IO FINISN 5CNEDlflLE ASPHALT t~OOF SHINGLES. CEf~'TAINTEED INDEPENDENCE ~INGLE GU~E~ * DO~SpOUT'~ - K ~TTE~ ~" ~ 4" ~x 3" DO'SPOUT COLOR TO ~E (~NITE) ~T ATLA~ INT. INC. ALU~INU~ COPIN~ ~T ATA5 IHT. COLO~ TO AZE~ ~ FTPON ~ATERIAL COLOE (BNITE) FACE B~ICK TO ~E - ACME B~I~ ~D 5UN.ET BRIC~ Ib~ ~LEND ALUM. AND ~LAS~ ~TO~NT ENTRT ~/G~ILLE'8 (~l~) ALUm. ~D ~LASS HISTORIC BINDOB5 B/~ILLE'8 (~HITE) HOLLOB ~ET~ DOO~ ~D F~E, PAINT COLO~ 'DECO.OM5 AM~E~' COLO~ MATCHE~ ~ANK EQUI~ENT ~T O~E~ ~C TI P~O~IDE OPENLY5 AND ELeCTriCAL ~U~NT~ IN AC~O~CE ~IT~ F~NAL ~OOSE NEC~ LI~NTIN~ (B-~ LIgHTINg) 5N-A21-~NP-3~-E COLO~ TO ~E (WHITE) ~ T/PAf~&PET CLIENT INFORMATION: ELEV. [ JPMorganChase ~ NEW BRANCH BANK ~ ~ 3' 103~0 MAIN ROAD -- ~ .... - ~ ~T~I~O~ HULLION MA I I ITUCK, NY 11952 ~ ~ ~ ~ ~ ~ ~ -~F .... ~ ~ ~ '1 JRS ARCHITECT, P.C. ~ _ ~ T/O CAST eT~E 707 State Road, Princ~on, NJ 08~61434 ~ T/SLAB ELE~. THESE D~WINGS ARE INSTRUMENTS Of SERVICE AND ~ ~ ~ ~ ~ / ~ I~'-~" AS SUCH ARE THE PROPER~ OF JRS ARCHITECT, P.C. ~pPROV~ ] D~WN BY: BWE DATE: 12~/00 ~E~T ELEVATION= PLANNING BOAED CHECKEDBY: KR~ SCALE: ASNOTEB ~ F4"-I'-~" ToWN OF 5OUTHOLD DATE ~AY 0 ~ 2~1~ i , 07200-A2.01~2-EL~.DWG -~/7' t~ ;' SHEET NUMBER: "o.o "o.o'o.o .0.o .0.0 .0.o.0.o %0 .0.o%0 'o.o .0.o .0.o.0.o 'o,o .0.o.0.o .0.o .0,o 'o.o.0.o .0.0 b.o 'o.o %.o 'o.o .0.obo .0.0 'o.o .0.0 .0.o .0.o.0.o .00 .0o .0.o 'o.o .0.0 b.o b.o .0.0 %0 .0.0 'o.o .0.0 b.o b.o %.o 'o.o b.o b.o .0.0 'o.o -2.0 t,o t,o t.o 'o.o t.o t.o t.o .0,o t.o .0.o .0.o bo t.o ~.o b,o .o.o %0 t.o %.o b,o .0.o .0.0 'o.o .0.o b.o b.o b.o b.o b.o .0.0 'oo b.o ~.o .0.o b.o 1].o ii' o .0.o .0.o .0.o .0.o .0.o .o .0.o .0.o b.o !"o°~ .0.o b.o ~.o %.0 .0.0 .0.0 'o.o b.o .oo bo bo 'oo b.o .0.0 t.o .0.o %0 .0.o .0.o .0.o %.0 .0.o .0.0 .0.o b.o .0.0 b.o b.o "o. 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N.A. ATM 4.70 24.3 0.5 9.40 48.60 Revisions Page 1 of 1 % ~ ~ ~ ~ -~ ~~ STABILIZED CONSTRUCTION SPECIFICATIONS , / J/ 50' MIN, EXISTING 1, STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT % X ~ %981 6" MIN. STONE~!, $ PAVEMEN_,~T7 ~SEE NOTE I~ ..! 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINOLE RESIDENCE LOT WHERE ~ ~ /~l:;~ ~~ A BO FOOT MINIMUM LENGTH WOULD APPLY). //~?~ FILTER ~ ~ MOUNTABLE BERM EXISTING~ CLOTH (OPTIONAL) S. THICKNESS - NOT LESS THAN SIX (6) INCHES. GROUND PROFILE I--- ~. WIDTH - ~NELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT APPROVED BY so' MIN. ~ POINTS WHERE INGRESS OR EGRESS OCCURS. TWEN~ FOUR (24) FOOT IF SINGLE EXISTING /~ ~ ENTRANCE TO SITE. PLANNING BOARD X 8~ts ........... ~ -~'~ .~_~,~ 12' MIN.- ~ 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING TOWN OF SOUTHOLD FIRE HYDRANT~ .:: 12' MI~' EXISTING ~ /~ L~ /~~ N~b/ ~ /~.43 /~' i PAVEMENT 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- DATE HAY 0 A 2010 ~ \\~ · 4.. STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE, IF PIPING IS ~ R-9-. jp ¢'~ ' ROSSHATCHING AND I~_ PREVENT TRADKING OR FLOWING OF SEDIMENT ONTO RUDUC R'DNTS-OF WAV, ALL - SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY, SECTION: 143 BLOCK: 3 LOT: 33.2 ------__ STAB,L,ZED CONSTRUCT.ON ENTRANCE B. WNENWASN,NG,SREOU,RED.,TB.AELBEDONEONAAREASTAR,L,ZEDW,T, /UTiLe_ POLE , .', N.T.S. STONE AND WHICH DRAINS INTO AR APPROVED SEDIMENT TRAPPING D IDE. DONS ,TANTS: ~ / ~ 2~~ ......... I ..... 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH EXISTING WOVEN WIRE FENCE (MIN 14 1/2 GAUGE W/ MA, X 6" MESH SPACING)A SPHALT PAVEMENT "' · ~-- ~ lO MAX. C, TO C 36" MIN. LENGTH FE~6C,,E SILT FENCE " ' NAI~L.- g3.~o ':- ~NTO GROURO. CONSTRUCTION SPECIFICATIONS /' / -- ¢ ;¢ ¢ ~ ~ --' ~ ~:. '.. :. ~ ~ OR STAPLES. POSTS SHALL BE STEEL EITHER "l" OR OR HARDWOOD. WM ~ ~ ~ . , ~REMOVE ~X~STING GRAVEL ' \ RASS R:97,01 , 98~o / / / /PARKING ARERGND DRIVEWAY~ ~ %~REblOVE EX~ST~NG ASPHALT PAVEMENT. 95,46 ¢ .... ' ' --, ~. ~-*-. - ' _~. - ~ ¢. ~_~' · ~--. -- ~s" M~N. z FLTER OLOTR TO BE TO BE FASTENED SEDURELY TO WOVEN WRE RENDE WTH TLS SAVlK&MURRAY~"I./P ~B ~ ~ ~ W '""~]--¢ .,// ~ ~ ~ · OVER-LAPPED BY SiX INCHES AND FOLDED FILTER CLOTH SHALL BE EITHER MAG NAb', I , / / ~-~<"~93.97 ' ~. ~ I '~ , 1/2 GAUGE W/ MAX, 6" MESH / -- :~ "BULGES" DEVELOP IN THE SILT FENCE, ELEV--IO~,O0 , ~ / 9429., ~ ~.. 4, ~, -- ~_ ~ ~ ¢ SPACING) WffH FILTER CLOTH ~ -ICB~ ;,, ,~ , _~ ~/ ~ 9,~5~ ' "', ~-- 9380 ~- ' '~ / ~RENOVE EXSTNG FENCES CONPACTEB SOL~F z:'~'~ DEMOLITION NOTES: COMMENTS: R=99 8 ~1 , /' ~'~"x /-~ /4 ".. -) ~ -' : // lU~,,mmmmu~ rAnT.aec /"¢vo'~ ,L- ~ CONTRACTOR SHALL APPLY FOR AND PAY ALL PERMT FEES TO r/ , ' ~ ,529~I '"..-...~4 ~' / GL -. ) ~- .." /' / '" ................ ~--"~ EMBED FILTER CLOTH /I ' ^~v ^~.rM~.v ^~ r,~, r,~-n FnR UT LFV DiSCONNECTiONS DATE DESCRIPTION ~g ,'' ',~" \~ ~'//~ REMOVE EXISTING ASPHALT PATCH "'- ~ ~.. /,1~ I/ A MIN. OF6 IN GROUND. ~.~4 ~_~. 2. MAINTAIN AND PROTECT EXISTING DRAINAGE PIPES AS SHOW ON 02/28/08 BLDG DEPT SUB ', - M¢/'£ _ / '--" /! / ALL DAMAGE SMALL BE RERA,RED AT T,E CONTRACTORS ~ ~ ~,~ --- T / ~ / ,A /-- REMOVE EXISTING TREES, SHRUBS, STUMPS AND / -¢ .. . ~ SECTrON ViEW EXPENSE. 03/24/08 PLANNING BB. SUB ~ ~' ', ' ~ ~ / ~:~',¢1't / UNDERGRO~J¢i'H NCLUDNG ALL ORGANIC MAT/ER~ · '~ "-¢¢' ' /' / STABILIZE ENTIRE PLE WTH -- ~ ~... / / /+ ' ~ ~ J / VEGETATION OR COVER~ ,-, ~ r-~-~,,-,r- EROSION CONTROL NOTES: ~ ~1 ' ~"'~ /~, '~ 4.. ~ : ~ ~ ~ 2'1 MAX SLOPE -- ~ CONTROL METHODS AND MATERIALS ]- ~ ~ ~ ~. , I '"4~'~ ~ -.. - ) / ~ / %~ /- N.TS SHALL CONFORM TO THE LATEST SUFFOLK COUNTY'S BEST . , , ,~- '~, \, ,,~ ~'r~¢~ .......... / ,,, ,.~ . - I . --. /,,, -,, s.... % ~/1~;I2 CUT FABRC FROM A CONTNUOUS ROLL TO ELIMINATE JONTS F 412-07-09 RevisedPerPlannlngBoard11-16-O9Comment, , , I t.~ '~L. % , , .~ / ( ' ~,467 + , . , . ,, .... / M"'~I JOINTS ARE NEEDED THE" WILL BE OVERLAPPED TO THE NEXT STAKE. XiSTING / ~ I ! (~ ~) ~ ~ / ~7 45 9791 V ~ ! ~ ~ J ) .. ,~ DROP INLET WITH 6ATE JSNESS // o ~ ~'~x -'~ N ~'~'.~721 ~1 ~%' ~ *~ ........ '/I , / ,,- ~BURED EASRLC S, STAKE MATERIALS WILL BE STANDARD 2" x 4" WOOD OR EQUIVALENT ' '' I',(>- ~ ~ /~ ~o ~ '~'/'-'7~A~q%~"~ 9, BO / ' I E ' '". ,'; ,,/ ~i ................. ~~ % ~ ~! 4 SPACE STAKES EVENLYARODND NLETB FEET ARART AND DRVEA / .' ,, I ~( ~ _Y / .~?'~° ~,'--~/ '/'-/'77~.~'-'~ I ~ / /'- /~-REMOVE ALL DEBIRS ' -. · .%5 ] .." / ~ i 1, AREA CHOSEN FOR STOCKPILING OPERATIONS SMALL ur_ u~f AmD ~/a[SLb,.~--It1~ ~ I I J I-- I~1 MINIMUM 18 INCHES DEEP. SPANS GREATER THAN 5 FEET MAY BE CLIENT INFORMATION. / ~ ~1 ~ =, ',-~ u/ xo.. J/ A "~'/ ~ , ~ ~,WITHIN CLEARING LIMITS -~ ~ - ¢ ~ ~' ~/~t ~ ~ I I il [~ IFI BRIDGED WITH THE USE OF WIRE MESH BEHIND THE FILTER FABRIC FOR ....., ..4 I ~-' , ' S. UPON COMPLETION OF SOIL STOCKPILING EACH PILE SHALL BE % 5 FARRI¢ %HAIr RF FMRFB~FB 1 FfXIT MINIMLIbl RFIOW P,~[~tJNI3 ANt)r....., ~.n.....a.~,~ .- % , ¢.% :~___\v. t>... ~ ¢ / , A . / , ~./~ . ~---.~--._ ~lql DAOKE~LLED ~TSHALL~ESEOURELYFASTENEDTOT,ESTAKESA, D ",,/ '~ ',_~¢; ~_:BO~A~__~*~_~S~_/?'~*,'A .... ¢ ~¢'-. I.J'" ~ - -~ ~ ~ v 6. A 2" x 4" WOOD FRAME SHALL BE COMPLETED AROUND TNE C,EST NEWBRANCH BANK Ik'~' / 4"~'"'"'"'"'"'"'"~'55. ('- - NCLUDNG ALL ORGANIC MA'rFER-- ~ ,pO _~blVIULI I IUIN i-'L/-MwI I~IU I i-' ,~); NYS INDUSTRIAL CODE PART 23 AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A J R S A R C H I T E CT,P.C. ~ ~ L~r ~ + 9835 ~ / L,d -, NT ND PROPOSED RESULT OF REMOVAL ACTVTIES ~. (>.Z:REMOVDEXLSTING TREES, SHRUBS,'~ ,, ~" -~---'- - ~ ' - ' , MUNICIPAL TESTING LABORATORY INC 1 REFER TO SITE PLAN FOR ADDITIONAL INFORMATION CONCERNING CURRE A ].8~.EastJerichoTumplke, Mineola, NYll$01-2032 ~ ~ ¢ STUMPS AND'IJNBERDROWTH J"- . ~ - ~ ~-.. % ~ ¢ ~' ~ ' ' IMPROVEMENTS ETC 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, T.~:e~.6-~4-~.e66 FaX:B:LC-294-:L669 ~ - k., INCLUDING ALL O'RCA~IC MAr[ER---,, )_ , (. 9809 + ~-~ / W-. ~ ~ 102 NEW SOUTH ROAD, ~.° TML- ~'~FJTDA~'T~P ~I~A// ~AIMGHT FXSTNG PAVEMENT ALONG THE DESONATED LINE WITH A TYPE AND DEPTH OF UTILITIES, PIPING, DRYWELLS ETC. PRIOR TO THE START OF ANY 24th Street, 3rd Floor, ,,, ,o9. 9 '%. ',, '---. ! ,? ', H,ONSM, LLE NEW TORN. ,BO' ,;REGULAR,T,ES WHEREVER NEW PAVEME,T JONS WORK THE CONTRADTOR MDET DONTAOT THE ARPBORB,ATE LODAL "ONE CA( SYSPEM TO "~ -, , ~----~l x (516) 938-5107 EXISTING PAVEMENT ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD TO?State Road, Princeton, NJ 08540-1434 ~ 2~_ ".,--~ ~ ", (._ 2"-., ' / ~+r, 8~ ~ATE OF BORING O~/WDB .~ TRE CONTRACTOR ;HALL ENSUBE THAT ALL EX,STaND ASBESTOS CONTA~NNG MATERIALS ARE PRIOR TO ANY WORN AT THE STE ANY D~SDREPANC~ES B~WEER THE E~EL~ LOCATIONS ~ ,( ---_ ''~ ~', , ~-- C-- .... ~ . , --- ~ REMOVED FROM SUmECT PREM SES PROP TO R~M A ' % ~ (~ ~T^ · ~ /~_ '~, ~ -. ~ LMTS OF CLEARNG " , , 11[ ' 4. EXCAVATION SHALL BE PROPERLY 8ACKFLLED WTH CLEAN, SUTAB , ASSUOHARETHEPROPERTYOFJRSAROHITEOT, P.C ~ ~ I(' ' DALV NAIL /~ -',~ ~'"~ .. .~ ~." , ?,i ii", 5 REMOVAL INCLUDES, BUT IS NOT LIM TED TO, ALL L , , ANY INFRINGEMENTS OR ALTEI:~ATIONS BY OTHERS %. ~// (~ ., - , ~ ~2,~ ),~ ~ ~'- ' ~"' ~ ~',¢~ ~nmM u~-nul~ T~ c'nAD~' qAMR DL- Dcunwrn ~pnu TN~- ~IT~- nHFqTI~NAR/F IT/Hq FkI('C~HFJTF~FR (ABOVE AND/OR BELOW DSCONNECTON WITH THE APPLICABLE UTL~ COMPANES PRIOR TO REMOVAL ACTVITIES. .~.~ + I , ~':~'~'~ MMEDIATELY N WRITING BEFORE REMOVAL OR DISTURBANCE CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTORS EXPENSE. "-// I~ 1-. , 9952-~(A~,~-'. .~'' 98~3 10 ~'~,, ~ ........ ^xtv wnr,~ 11 EXCAVATE ALL ASPHALT AND OTHER DELETERIOUS SUBSURFACE MATERIALS AS DIRECTED BY SITE DEMOLITION PLAN ~ // I ~"' --- . A~1 '' i ¢.~;[, LIGHT BROWN MEDIUM TO COARSE SAND, ' ....................... o ¢nMTOA/'TnD ~u^mm n~- ~r~,nU~lnmP- Fn~ TA~ING THE ON-SITE ENGINEER. COMPLETELY FLL BELOW GRADE AREAS AND VODS RESULTNG ~ (. ~ ~, .~.' , ?(~-x~', '''- + 98? ' + -, ~:~ APPROPRIATE MEASU .......................... b /HL b/KUt./UKAL b/AtJlLl[f ,~h MATERALS FREE FROM DEBRIS, TRASH, FROZEN MATERALS ROOTS AND OTHER ORGANIC .. :.:~S? PAVEMENT STRIPING, ETC.) SHALL BE THE CONTRACTORS RESPONSIBILITY TO DETERMINE ~ 99,82 185.75' ~ ~ TRACE 6RAVEL GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE, 20?lOODemolBmn ).- APPROPRIATENESS FOR REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES TO 12, THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT ANY EXISTING FIRE ".'~:~; COMPONENTS/REPLACEMENTS CAN BE INSTALLED, JRSNUMBER' 207100 ~ / I ~ 28' ~'": TRACE GRAVEL ACCESSIBLE AT ALL TIMES, 10202 ~· ~,, ~ ~. ~ ~ + ~oo,s1 COORDINATED BY THE CONTRACTOR, THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD FEDERAL, STATE AND LOCAL CODES AND REGULATIONS. THE OWNER, ARCHITECT AND Cl 01 SITE DEMOLITION PLAN SOIL BORING NO: B1 ENCI,EER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTORS SAFETY PROGRAMS AND 14. THE CONTRACTOR SHALL REPAIR/REPLACE ANY EXISTING FENCE DAMAGED DURING =ROPOSED CATCH BASIN PROP[SED FIRE GRASS f ~ CB R=95.9 99,67 PARKING EXISTING BUSINESS R=94.96 /ILB. 4 9429 + 94,59+ - CB R=90.84 . ' UP/LP 2' OFFSET I DRAINAGE AREA I PROPOSED/CONCRETE 12' C.P.P. 9t~P.) 97.00 BC: 96.50 LB.2 B. 1 TC: 96.7( BC: TC: 97,67'. TC:Bc: 97.75 ~ / DC: 97.40 DRAINAGE AREA II TC: 97A5 BC:97,55 ,. ~'.,' TC:97.85 B6:97,35' SIDEWALK RAMP 9~ T---- o BC: ~.20' - - - ~ PROPOSED 8"' C.P.P. ROOF DI~All~ 95 ~8+ TC:"9,7.30 BC: 9 -PROPOSED. BANK 4,253 CURB CONCRETD SIDEWALK . PJ~¢~O~ED 10'¢ LEACHIMG PROPOSED~ 97 6O 97.85 + DC: 97.55 TC: ', + 98.16 BC: 97.66 938, + 99.00 ¢BC: 98.50 10202 TC: 98.20 BC: 97.70 DUMPSTE~ P + tC: 98.45 ', I _/ / %o,9-.'-. ~CLEARING LIMITS + % LB.13 ~85.75' I ' .-." /o2.. S 50'07'00" -g '5D'07'00" SITE GRADING AND DRAINAGE PLAN PROPOSED SIDEWALK RAMP N49'56'00" E 86.75' ~ASPHALT PAVEMENT ~ L~ PAVEMENT SCALE: 1"=20' LEGEND DESIGNATION OESCRIPTION AVE AVENUE BO BOTTOM OF CURB BW BOTTOM OF WALL BLVD BOULEVARD CB CATCH BASIN CLF CHAIN LINK FENCE COEFF COEFFICIENT CPP CORRUGATED POLYETHYLENE PIPE CONC CONCRETE DEP'T DEPARTMENT ¢ O~R DIA. DIAMETER D DRAINAGE DMH DRAINAGE MANHOLE DC DROP CURB E EAST EFF, EFFECTIVE EL. OR ELEV. ELEVATION ELEC ELECTRIC EMH ELECTRIC MAHNOLE EX, EXISTING FI, El. FIRST FLOOR ELEVATION FI, FEET O~R FOOT GA GAUGE OV GAS VALVE GO GENERAL CONTRACTOR HP HIGHPOINT HYD HYDRANT INFO, iNFORMATION INV. INVERT LB LEACHING BASIN LP LEACHING POOL L,9. LOW POINT MAX. MAXIMUM MIN. MINIMUM M,H, MANHOLE N NORTH NA NOT APPLICABLE NO. NUMBER NTS NOT TO SCALE NYS NEW YORK STATE NEW YORK STATE NYSDOT DEPARTMENT OF TRANSPORTATION OC ON CENTER OD OUTSIDE DIAMETER OHE OVERHEAD ELECTRIC PC POINT OF CURVATURE PRC POINT OF REVERSE CURVATURE PT POINT OF TANGENT PVC POLY VINYL CHLORIDE PSI POUNDS PER SQUARE INCH R RADIUS RCP REINFORCED CONCRETE PIPE RET RETAINING RD. ROAD REQ'D REQUIRED RTE ROUTE SMH SANITARY MANHOLE S SOUTH OR SANITARY SE SQUARE FEET ST. STREET TMH TELEPHONE MANHOLE TSB TRAFFIC SIGNAL BOX TD TOP OF CURB TW TOP OF WALL TYP TYPICAL VBL VOLUME WM WATER METER WV WATER VALVE W WEST PROPERTY INFORMATION SUFFOLK COUNTY TAX MAP NUMBER: SECTION: 145 BLOCK, 3 LOT: 33,2 ADDRESS: 10500 MAIN ROAD (N.Y.S, RT 25) MATTITUCK, N.Y. 11952 OWNER: ROY SCHOENHAAR 330 EASTWOOD DRIVE CUTCHOGUE, NY 11955 APPLICANT JOHN SORRENTI, JRS ARCHITECT, P,C, 181 EAST JERICHO TURNPIKE MINEOLA, NY 11501-2052 MUNICIPALLY: TOWN OF SOUTHOLD BUILDING USE' BANK ZONING DISTRICT B LOT SIZE: 49,262.82 S.F. / 1,131 ACRES FLOOR AREA. 4,258 S,F. SETBACKS: FRONT: 86' (lO0' REQ) SIDE: 72,4' (25' REQ, 50' TOTAL) REAR' 117' (55' REQ) iTEM AMOUNT (SE) TOTAL LOT AREA 49,262.82 100% BUILDING AREA (FOOTPRINT) 4,253 8.67% PAVEMENT AREA 24,380 49.49% LANDSCAPING AREA 20~612.82 41.84% LOCATION MAP N.T.S. LEGEND SYMBOl. DESCRIPTION EXISTING PROPOSED PROPERTY LINE EASEMENT LINE CONTOUR LINE ..... 99 ..... 99 BUILDING OVERHANG CURB (ALL ~PES) PAVEMENT STRIPE EDGE OF CONCRETE PAVEMENT SAWCUT TREE/VEGETATION LINE r'v-~-YvYYY"-rY~ GUARORAIL DRAINAGE LINE D .------=-.----. GAS MAIN G G TELEPHONE LINE T OVERHFAD ELEC. LINE OHR ELECTRIC LINE E WATER MAIN W W SANITARY LINE S PARKING STALL QUANTI~ SPOT ELEVATION +~5o 99,50 x WATER METER @ WATER VALVE UTILITY POLE FIRE HYDRANT DRAINAGE GRATE ~ [] SIGN TREE DRAINAGE STRUCTURES SANITARY STRUCTURES GENERAL NOTES 1, ALL WORK TO CONFORM TO THE LATEST PLANNINO BOARD SPECIFICATIONS AND STANDARDS, 2. TOWN OF SOUTHOLD PLANNING BOARD SHALL BE NOTIFIED 48 HOURS IN ADVANCE OF ALL CONSTRUCTION. 5, CONTACT THE ENOINEERING INSPECTOR AT LEAST 24 HOURS PRIOR TO START OF ANY WORK. WORK PERFORMED WITHOUT INSPECTION SHALL BE CERTIFIED TO THE ENGINEER'S SATISFACTION AT APPLICANT'S EXPENSE. 4, ALL LANDSCAPED AREAS IN ACCORDANCE WITH TOWN SPECIFICATIONS. 5, ALL CONSTRUCTION SHOULD CONFORM TO THE REQUIREMENTS OF THE STATE UNIFORM FIRE PREVENTION & BUILDING CODE. 6 ALL CONCRETE TO BE A MINIMUM OF 4000 P S.I, 28-DAY STRENGTH. 7. ALL LEACHING BASINS SHALL BE CLEANED OF ALL SILT AND DEBRIS AFTER CONSTRUCTION IS COMPLETED, 8. COORDINATE AND COMPLETE ALL UTILITY RELOCATIONS ALL UTILITIES TO BE INSTALLED/RELOCATED BELOW GRADE. 9. OAMAGED OR BROKEN CURB MUST BE REPAIRED PRIOR TO THE INSTALLATION OF NEW SIDEWALK 10, OBTAIN A TOWN DPW ROAD OPENING PERMIT 11 LOCATION AND GRADES FOR ALL CURBS AND WALKS TO BE VERIFIED WITH THE TOWN OF SOUTHOLD HIGHWAY DEPARTMENT, S,C,D,P,W. OR N,Y,S D.O.T, PRIOR TO CONSTRUCTION, 12. ALL TRAFFrC CONTROL DEVICES, IR. SIGNALS, SrGNS, AND PAVEMENT MARKINGS SHALL BE INSTALLED IN CONFORMANCE WITH THE GUIDELINES OF THE N.Y.S. MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES AND AS DIRECTED BY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY. 13 THE OONTRACTORS PERFORMING ANY AND ALL TRAFFIC CONTROL DEVICES LAYOUT AND iNSTALLATION WORK SHALL NOTIFY THE TOWN OF SOUTHOLD, DIVISION OF TRAFFIC SAFETY, 48 HOURS IN ADVANCE OF BEGINNING SUCH WORK ALONG A TOWN ROAD, 14. ALL PAVEMENT MARKINGS REQUIRED EXCEPT PARKING STALLS SHALL BE THERMOPLASTIC (SUFFOLK COUNTY SPEOIRCATIONS) UNLESS OTHERWISE NOTED ON PLAN. 15 STOP LINE SIGHT DISTANCE SHALL BE MAINTAINED AT ALL INTERSECTION IN ACCORDANCE WITH AASHTO REQUIREMENTS. SURVEY NOTES 1. FIELD WORK WAS CONDUCTED iN DECEMBER, 2007 BY WELSH ENGINEERING & LAND SURVEYING, P,C.. 2, ELEVATIONS ARE BASED UPON AN ARBITRARY DATUM. 5. THIS SURVEY IS SUBJECT TO ANY STATE OF FACTS A FULL AND CURRENT TITLE REPORT MAY REVEAL, 4. INDICATED UNDERGROUND UTILITIES ARE SHOWN FROM AVAILABLE DATA, FROM FILED DRAWINGS, AND FROM SURFACE EVIDENCE. UNDERGROUND LINE LOCATIONS ARE APPROXIMATE AND ALL UNDERGROUND UTILITIES MAY NOT BE SHOWN. PRIOR TO CONSTRUCTION THE CONTRACTOR SHALL CALL "CALL BEFORE YOU DIG" AT (800) 272 4480 AND HAVE ALL UTILITY LOCATIONS MARKED ON THE GROUND, 5. COUNTY TAX ASSESSOR DESIGNATION: TOWN OF SOUTHOLD-SECTION 145, BLOCK 3, LOT 33.2. 6, PROPERTY LINES, BEARINGS AND NORFH ARROW ARE BASED UPON CLIENT PROVIDED PROPERTY SURVEY PREPARED BY JOHN C, EHLERS, DATED 7/,31/2007. DRAINAGE CALOULATIONS: AREA '[ PAVED AREA: 12,900 S.F. x 2/12 x 1.0 = 2,150 CF GRASS AREA: 4,469 S.F. x 2/12 x 0.3 = 224 CF TOTAL AREA: 2,374 CF/68.42 CF/VF (10'¢ POOL) = 54,7 VF REQ'D PROVIDE 5 10'¢ POOLS X 8' EFF. DEPTH - 40 VF AREA II PAVED AREA: ¢,392 S.F. x 2/12 x 1.0 = 752 CE GRASS AREA' ~,254 S.F. x 2/12 x 0~5 = 163 CF TOTAL AREA· 895 CF/68,A2 CF/VF (10'¢ POOL) = 13 1 VF REQ'O PROVIDE 2 - 10'¢ POOLS X 8' EFF, DEPTH = 16 VF AREA III PAVED AREA: 1,270 S,F, x 2/12 x 1,0 = 212 CF ROOF AREA: 2,655 S.F, x 2/12 x 1,0 - 442 CF GRASS AREA 750 SF x 2/12 x 0,3 = 58 CF TOTAL AREA. 692 0F/68.42 CF/VF (10'¢ POOL) - 10.1 VF REQ'D PROVIDE' 2 - 10'¢ POOLS X 6' EFF, DEPTH = 12 VF AREA IV PAVED AREA: 5,345 S,F, x 2/12 x 1,0 -- 891 CF ROOF AREA: 2,558 S,F, x 2/12 x 1,0 - 427 CF GRASS AREA: 11,670 S.F. x 2/12 x 05 = 584 CF TOTAL AREA' 1302 CF/68,42 CF/VF (I0'¢ POOL) = 27.3 VF REQ'D PROVIDE: 4 - ~D'¢ POOLS X 8' EFF. DEPTH = 32 VF DRAINAGE TABLE BASI~ RIM OR I~V. ~ INLET DESCRIPTION NO. GRATE EL. ~¢3''~ 'PfPE LB 1 94.15 91.65 8' CURB LB 2 93.75, 91.25 8' CURB LB,3 96.20 93.40 8' CURB LB 4 96.10 93.30 8' CURB LB 5 95.30 93.30 8' CURB LB.6 96.20 93,40 8' CURB LB,7 96.50 9350 8' CURB LB,8 96,95 94,45 6' CURB CONNECT ROOF DRAIN LB,9 96 60 94,35 6' CURB LB.IO 97.30 94.00 8' CURB CONNECT ROOF DRAIN LB.11 97 O0 94,50 8' CURB CONNECT ROOF DRAIN LB.12 96.50 94.00 8' CURB LB.13 95.95 95,50 8' CURB DRAINAGE NOTES: 1. ALL DRAINAGE PIPE TO BE 12" CPP, UNLESS NOTED OTHERWISE 2. ALL ROOF PiPE TO BE 8" C,P,P, UNLESS NOTED OTHERWISE 3. RIM ELEVATIONS ARE TO THE CENTER OF THE RECTANGULAR FRAME AND GRATE AT THE FACE OF THE CURB-INLET SET FRAME AND GRATE AT THE SLOPE OF THE PARKI'Iq?LOT ....... KEY PLAN: SECTION: 143 APPROVED DY PLANNING BOARD TOWN OF SOILJTHOLD DATE NAY 0 4 2010 -fi'1'¢¢ BLOCK: 3 LOT: 33.2 CONSULTANTS: ISAVIK& MURRAY, LLP CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB REVISIONS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PERTOWN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Dept Comments from 5/15109 3 9-28-09 Revised Drainage and Grading 4 12-07-09 Revised Per Planning CLIENT INFORMATION. JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUCK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 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. IDRAWING TITLE: SITE GRADING AND DRAINAGE PLAN DRAWN BY: DATE: 12J17/07 CHECKED BY: SCALE: AS NOTED FILE NAME: 207100 Grading I JRSNUMBER. 207100 07200 PARKING CALCULATIONS SIGN LEGEND · ~ SANK: 1 STALL PER 100 S.F G.F.A. 25, ~ APPROVED BY 4,200 S,F, / 100 S,F, / STALL = 42 STALLS TOTAL STALLS REQUIRED = 42 STALLS [~ = I PLANNING BoAAD FIRE HYDRANT STALES (STANDARD) = 25 STALLS REQUIRED A,D.A STALLS (RESERVED) = 2 STALLS DATE MAY 0 ,~ 211111 ..___ ,~ ~ :~ U~p/ LANDBANKED STALLS = 15 STALLS TOTAL STALLS PROVIDED -- 4`2 STALLS SECTION: 143 BLOCK: 3 LOT: 33,2 ~ ASPHALT PAVEMENT ~ i R=2B' ~SAVIK &. MURRAY;' LLP~ CONSULTING ENGINEERS 3'-8" 6'-7" COMMENTS: LINE ~ ' I i I I WELL DAP --® "' ; P.OPOSED t ANK ; I ARROW 1 REV,SEDP OWN ~ o~ =,,; z 4,253 S.F, / I 2,~ < .~ ~ ~%~IGH COMMENTS DATED 4-11-08 . ¢ ~ : = 2 6-10-08 REVISED PER nysdot ¢¢¢~¢¢¢¢¢¢ ~ %~ ' ' , s PAVEMENT SYMBOL DETAILS % co ..TS ~ ' ;' z ~WHEE ~AVEUN~ ~NE STRIPING ~ I ~ 3 7-1-09 PerPlann]ngDeptCommentsfromSI15/09 / aAm~ ~' / WHEE DESIGNATION S~IPING / I ~ 4 12-07-09 Revised PerPlann[ng Boa~ 11-16-09Comments EXISTING I ¢ ~ SIGN SHALL HAVE RED BACKGROUND WITH BUSINESS ~ : ~ I ~ WHITE LEGEND, AND 5/4" BORDER I I I ' ~ ~ STOP SIGN ~ -~ RESERVED PARKING SIGN NO PARKING SIGN RESERVED PARKING SIGN CLIENTINFORMAT[ON, / ~ ~ N,T S, WHITE ON BLUE BACKGROUND RED ON WHITE BACKGROUND WHITE ON BLUE BACKGROUND I / = ~ ~ / (WITH BOL~RDS SION POST) (WITH BOL~RD SIGN POST) (WfTH BOL~RD SIGN POST) ~ ~ ~ RESER~D NO ~ESERVED organ~hase , ~ i:I [ ~ PARKING PARKING PARKING I 4" WHITE PARKING ] : ~ 4"-D LE~ER SIZE ~ I / R=8 I: ~ [ N71'OS'OO"E jL ~ JRS ARCHITECT, P.C. ~ / i~ ~/ I I ~ SIGNwiTH WHITE LEGEND AND VARIABLE BORDER. "' ., . · · · · ' · · - = ' ¢ · ,. .~ &S&EastJefichoTurnpike, Mineola, NYl1501-2032 · ~ . ..... ~0 ~ost 24th Stm~t, 3rd Roo~, ~ew ~orK ~Y ~00~0 CROSS ACCESS LOCATION ~ I ~ ~ ~~'- ~' "' ~ ' ~ ~ ~~ 707 State Road, Princeton, NJ 08540-1434 , LI I ~ ~ % % % % % % % ~ ..i/../.i/../. C°NC' CURB:/ ~ ~-/ 4" WIDE BLUE STRIPES THESED~WINGSAREINSTRUMENTSOFSERVlCEANDA8 SUOHARETHE PROPERTYOF JRS ARCHITECT, P O. .~..~I I J j P') 4" WIDE % ~ ~1 DRAWINGTITLE: ~.' ~ I 8" WIDE 45' BLUE I ~0~ ~.. ~,, k ~ ~ ~ ~ ~ STRIPES, 5'-0" 0.C. SITE ALIGNMENT AND STRIPING P~N I ' ' / J ~ r ~ BLUE INTERNATIONAL I ../'' / 185,75' ~ I " SYMBOL FOR ACCESS]BILI~ ~ ~85.75 ..... N 50'07'00" E J I ~TANDARD STAL~ 24'-0" I SIGN SHALL HAVE YELLOW BACKGROUND RESERVED STALL JRS NUMBER: 207100 WITH B~CK L~ERING AS SHOWN, AND LOCATE AT EDGE 0F PARKING SPACE UNLESS 07200 SITE ALIGNMENT AND STRIPING P~N PEDESTRIAN CROSSWALK ACCESSIBLE PARKING SYMBOL RESERVED PARKING STALL AND RAMP DETAIL C~ O1 SCALE: 1"=20' N,T,S N,T.S, N.T.S. ABONDONED WELL FLRE R=94.9( PROPOSED WAIER/ PROPOSED RPZ~dN HOT BOX-- GRASS R=97~01 PARKING EXISTING BUSINESS FUTURE ,, - ~/'~"-.~20' -- EXPANSION ~x ~.~POOL LP PROPOSED 8'¢ X ,6' EFF ?EPIH LRACHING/POOL- BRONZE LOCKING DEVICE W/ NEY WRENCH 1-1/2" LEWERS PENETRATING PICK HOLES 180' APART ' UTILI~ WATER SERVICE' ' - - - - ~1 UNDERGROUND GAS SERVICE ADJUST CAST INTO TOP OF FRAME OF CAST COVER DATE IN UNDERSIDE UP/LP N49'36'OO"E 86.75' ~'N~ ASPHALT PAVEMENT~ f7-~/8" 5-1/8': (i~' 28-5/6" 27-1/Z' 27-1/¢ 2¢ 25-3/¢' I' 25-5/4" SECTION A-A COVER DETAIL N.T,S. UNDERGROUND ELECTRICAL SERVICE 8'¢ X 6' EFF, DEPTH LEACHING ~OOL .PRr(~POSED- BANK 4,253 F.F. EL. 981.20 8'¢ X 6' F-FF. DEPTH SEPTIC TANK r PROPOSED SANITARY SYSTEM. ~ SEE PROFILES AND DETAILS FOPkPIPE [ ".J AND STRUCTURE SIZES, THIS SHED'. ~- -- 8 -97. 98~ " /02.. S 50'07'00" W -~ '50'07'00" E SITE 85.75' 185.75' UTILITY PLAN SCALE: 1"=20' INLET MIN. 4" DUTY CAST IRON FRAME AND LOCKING COVER GRADE PRECAST TRAFFIC BEARING TOP SLAB SANITARY RINGS (WP) 5' MIN. MATERIAL TO CONSIST OF COARSE SAND AND GRAVEL Y MIN. ABOVE GROUNDWATER MATERIAL TO BE CLEAN SAND & 6' MIN, PENETRATION INTO VIRGIN STRATA OF SAND & GRAVEL S.C.D.H.S. SANITARY LEACHING POOL DETAIL N ,T,S, PROPOSED BANK F.F. EL 98.20 SEPTIC TANK RIM: 97 23 INV IN' 94.84 IN',/ OUT: 94 34 [DA: 8' LEACH NG_ POOL RIM' 97.19 INV IN: 94.26 DIA. 8: DEPTH: 6 GRADE PROPOSED BUILDING INV. HOUSE TRAI 8 LF @ 2.00% 4"¢ PVC SDR 85 8 LF @ 1.00% 4"¢ PVC SDR 35 SAN ITARY EL 88.26 3' MIN, TO GROUNDWATEF EL. 84.00 (HIGHEST EXPECTEDS~-70~:~ --~ SYSTEM PROFILE \, ,// PLAN FINISHED SOLID RINGS AS REQUIRED TO BRING SEPTIC TANK TO GRADE AS PER S.C D.H.S, ~ INLET MIN 4" DIA CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/4"-1 -- SECTION S.C.D.H.S. ~,200 GALLON N.T.S. DU~ CAST IRON FRAME AND LOCKING COVER TO GRADE MINIMUM TRAFFIC BEARING SLAB 4" OIA. CLASS 2400 PIPE OR EQUIVALENT PITCHED 1/8"-1' .I SEPTIC TANK ALLOWABLE SANITARY FLOW GROUNDWATER MANAGEMENT ZONE: IV ALLOWABLE FLOW FOR SITE: 600 GPD/ACRE (600 GPD/ACRE) X (1.151 ACRES) = 678.6 GPD ALLOWABLE FLOW FOR PROPOSED BUILDING: BUILDING USE: BANK (NON-MEDICAL) 4,255 S.F. OFFICE X 0.06 GPD/SF = 255.18 GAL. SE'WAGE DISPOSAL SYSTEM DESIGN PROPOSED SYSTEM REQUIRED: PROVIDED. FUTURE: NOTE: SEPTIC TANK. REQUIRED: 255 GPD X 2 DAYS = 510 GPD PROVIDED: (1) 8'¢ X 4' EFFECTIVE DEPTH = 1,200 GPD LEACHING POOLS: 255 GPD/1.5 GPD/SF - 170 SF (2) 8'¢ X 6' EFFECTIVE DEPTH - 500 SF (1) 8'¢ X 6' EFFECTIVE DEPTH - 150 SF NO WELLS WITHIN 150' OF PROPERTY l,h ' ,4 2010 KEY PLAN: APPROVED BY PLANNING BOARD ToWN OF 5OUTHOLD DATE MAY 0 4 2010 SECTION: 143 BLOCK: 3 LOT. 33.2 CONSULTANTS: ISAVIK& MURRAY, LLP~ CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB REVISIONS: REV. DATE DESCRIPTION 1 5-21-08 REVISED PERTOWN COMMENTS DATED 4-11-08 2 7-1-09 Per Planning Oept Comments from 5/15/09 3 9-28-09 Revised Drainage and Grading 4 12-07-09 Revised Per Planning CLIENT INFORMATION: " JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUOK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 185 East Jericho Turnpike, Mineola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY 10010 707 State Road, Princeton, NJ 08540-1434 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: SITE UTILITY PLAN JRS NUMBER: 207019o72oo SHEETNUMBER: C4.01 KEY PLAN: 5/16"¢ GALV ~ /- HAUNCH (TYPICAL ALL ¢ SIDES) NUTS & BOLTS~ /6XG-W2.9xW2,9 W.W,F, (1YP) , ,-~T~[ /~SIGN (IYP,), REFER TO PLANS i --/'FOR TYPE AND SIZE. APPROVED BY PLANNING BOARD ~ : TOWN OF SOUTNOLD SECTION ~ GALV. STEEL.[ - 8" CONC, SLAB 4-000 LB, J' 'l ~ ($#/LF)~, 28 DAY STRENGTH ~ ::z: i ,/~'~,,I/ . ALL FENCE FABRIC SHALL BE BLACK PVC VINYLA...·' ·., · ' .,, ., A~o i SECTION: 143 BLOCK: r3 COATED, CLASS 2B, 6 GAUGE FINISH WITH 9 ~ . . .. ~ ~ i "~ BE BLACK PVC VINYL COATED TO CREATE A -- '. .. -- ~ CONSULTANTS: ,.~.~,.~m'"~----~ COMPLETE VINYL SYSTEM ,~ · · , ' -- ,~, ~'~ ',, /h, /,, FENCE SHALL BE INJSTALLED WITH BLACK VINYL ' ' ' i ' ' · , . , , . SLATS (TYPICAL ENTIRE DUMPSTER ENCLOSURE) 1. "~' ~'~ '" DUMPSTER PAD CHAIN ~NK FENCE / ~ ~~~x ""-'~ J ............. -:-' SEE CIVIL NOTES, THIS SHEg ~ II II ~AVIK~MIIRRAY LLP~ DUMPSTER PAD DETAIL ~ NO~S: ---------~-------------, II II 1. USE SINGLE SIGN POST ASSEMBLY FOR ALL CONSULTING ENGINEERS N.T,S. II II SIGNS EXCEPT FOR INFORUATIONAL SIGNS, 2150SBITHTOWNA~NUE, S~E~,RONKONKOBA, N~YORK11~g ~ L~ 2. ALL HARDWARE, SIGNS, AND ALL OTHER MATERIALS, INCLUDING BRACKgS SHALL CONFORM TO THE ~TEST N.Y.S,D,O.T REQUIREMENTS SIGN ASSEMBLY DETAILS N.T.S. DATE DESCRIPTION ~5 BAR CONTINUOUS, 02/28/08 BLDG DEPT SUB EXCEPT 03/24/08 P~NNING ED. SUB AT / ~TACK COAT '/ / ~1~1/2" ~P~ 6g RA NYSDOT ~ / / / ~o~ co.~ CURB BOX ~ ROUND ORATE ,, /~1" R / / ~2-1/2" WPE 5 RA NYSDOT ~ ~ - 1/4" R 6" /~ ~ / / / BINDER COURSE ~~ ~/= / / / 6" DENSE ~RADEO AG~REGATEcouRSE CIVIL DETAILS I BASIN OFFS~ M~SURED TO '~ i ~ / / / ~BASE 1, CONCR~E FOR CURBS AND SIDEWALKS SHALL HAVE A COMPRESSIVE MIDDLE OF THE FRONT FACE OF /~ ~-- ~ .... ~ ~ ~ BASIN OFFSET M~SURED TO THE =cure,ox.. ..... / A --- ~ I_ ~ ~_ ~ ~ _ A ---~ 2 MAXIMUM SPACING OF EXPANSION JOINTS TO BE 20 FE~. REV. DATE DESCRIPTION ~ ~ ,~ ~ ~*iIr~"~a r~ 3e CONCR~E CURBS TO CURE A MINIMUM OF 14 DAYS PRIOR TO 1 5--21--08 REVISED PER TOWN t,~ ~ ~/--x V~_ ~ ~-/ x .. ' 5. ALL HANDICAP ~MPS SHALL BE PROVIDED WITH "STEP-SAFe' ~ =~ ~ ~ = -- -- N ~ W ~ ~/ / INDUSTRIES OR APPROVED EQUAL COLOR BY OWNER 2_~5 BARS~~~~ / 6. AILL HANDICAP RAMPS, PARKING SPACES AND ACCESS ISLES SHALE ~ ~ ~ ~/ = ,,. BE IN COMPUANCE WITH THE ~TEST NEW YORK STATE UNIFORM CLIENT INFORMATION: ~-- PREVENTION, BUILDING CODE AND ICC/ANSI A117.1 STANDARDS. ~ ~A~S A~ ~ X~ ~" C-C. anChase ~" c.-c,~ - CONCRETE CURB/PAVEMENT SECTION P~N ~.~.s, ~ / /CA~ ,-~o ~OA~ W~, X~ O~S~ 0~,~,~ ~" MIN.~ / ~ / ~5 BARS ~ ~ ~ ~1" COVER / / ~T6" C-C L ~~I~ JR8 ARCHITECT, P,C. ~ ~ ~ ~ ] ~ A ~ A ~ / ,,U~ ~CUR~ ' : CURB w I ~5/4" PAVEMENT ~l RAMP 30 West 24th Street, 3rd Floor, New York, NY ~00~0 707 State Road, Princeton, NJ 0854~1434 ~12" CPP (~P. B~EEN BASINS) ~ ~ UNLESS OTHERWISE NOTED -SIDEWALK- ~ * . ~, ,.., ~ ~ ~ ~ SIDEWALK ~ SIDEWALK JOINT , . .= = = ,. = = = = =~ , =~x~.,s,o, ~o,.~ ~ . . ~ :~ ~o~,o,,, ~o~s~uc~,o. ~O,N~ ~ ~ :o' "~ .... A" __ j ~ MIRAFI 140 AROUND JOINT ~ERY, 4'j SEE D~AIL D~AIL " ~ SECTION A-A D~NGTITLE: ~ ~ "~ ~ ~ ~ = = ~ ~ ~ ENTIRE CIRCUMFERENCE SEE DETAIL '~'~ P~N /i =~ ~J~/2"~°~NT s~:~t ~//~ I = om ~ ~ ~ ~ ~ ~ ~ ~ Fl/4" FULL WIDTH OF CIVIL DETAILS I i~ ~ ~ ~m ~ ~ ~ ~ ~ ~ ~ ~o 6x6 - Wl4xWl,4 W,W,F. (~P. ~ - ' · 1-1/2 ON 12). ~l ~m~ .m ~ ~ ~ ~ o OWNER, (~PICAL ALL HANDICAP RAMPS) JOINT ~ ~ CONCRETE SIDEWALK~ DETAILS SIDEWALK RAMP DETAILS 10' 0" ~ 4" MIN. ~ "~ r ....1: CURB~ FILENAME: ~ -- 1/2"x3-3/~" LG, ~ PAVEMENT SURFACE -- PREMOULDED JRSNUMBER: 207100 SECTION A-A ~ 2' UIN A~OVE ~ROUND WATER EXPANSION JOINT SECTION B-B o720o L~CHING BASINS~E CIVIL NOTES, THIS SHE~ SEE CIVIL NOTES, THIS SHE~ SHEET NUMBER: TOP S~B AND FRAME & GRATE ~ U~ N.T.S. N.T.S, N T,S. BoArD - , CONSULTANTS: ' ~ ~ : W~LIAM (BUDDY) JOHNSON = , , : LANDSCAPE ARCHITECT ,,X X X,~ ..... X X X , % ~.r 2~/ / . :~ ': I~I : iJ'I Ii. . ~ ~__ , ~HE~ POSSIBL~. ALL I~IO~TLON COHPON~NT~ ANI THESE10300555 MEADOW CT.MAiNDRAWiNGsROAD ARE iNSTRUMENTSUNITI IOF SOU~HOLD, NEW YORK ~ ~97 ~ PHONE 63~-765-]~93 ~: 63i 765-]839 SAVIK& URRAY, LLP CONSULTING ENGINEERS COMMENTS: DATE DESCRIPTION 07-24-08 ISSUED FOR REVIEW 10-08-08 FILED FOR SUBDIVISION 7/1/09 18SUED FOR SITE P~N REVIEW AS PER 5/15/09 COMMENT8 12~/09 REVISED AS PER 11/16/09 COMMENTS REV. ~ATE DESCRIPTION 1 5-21-08 REVISED PERTOWN COMMENTS DATED 4-11-08 2 6-10-08 REVISED PER nysdot COMMENTS DATED 5-27-08 3 7-1-09 Per Planning Dept Comments from 5/15/09 4 12-07-09 Revised Per Manning Board 11-16-09 Commen~s CLIENT INFORMATION: [ JPU organChase ~ ~ ~ ~ C % .~ ' ~ ~ . ' ~ ~ INSTALLATION 5HALL O0~PLY ~ITH ALL LOOAL, ~TATE ~ FEDERAL OODES. MA~ITUOK, NY 11952 k ~ ~ ' ~ ~ ¢ / % ¢RA55 5EE~ PER IOOO 5~.FT. 181 East Jericho Turnpike, Mine01a, NY 11501-2032 30 Wesi ~4~h S~ree~, 3rd Floor, New Yo~k, NY ~00~0 SERVICE AND [ I (~ ~ ) I ~/ ~ ~%' ¢ / ~ % % $ q ~ ~ ~ D HR HALU5 ~P JEll ~P JEll O~BAPPLE 21/-5" OAL. FULL HEAD, ~ELL B~NGHED AS SUCH ARE THE PROPERTYOF JRS ARCHITECT, P C. [ ~ ~ , ( //~ % ~ ~ / / ~ / [ ~ J 51 GM GO~OPSl5 HOON BEAM HOON BEAM TIGK~EED 2-¢~. OONT. FULL ANg ~N¢~ ANYINFRINGEMENTSORALTERATIONSBYOTHERSARE PROHIBITED. ~ /~ % ~ ~ ~ ~ ( / % / J ~, ~ / 1500 BO EUON~U5 POR~NEI COLO~5 ~INTER G~EPER 21/4 ~OT5 2l/2 PER 5GUA~ Ft. / % / /% / % // % k 1 / ~ I / / ~ ~ NH HEHEROGALLI5 HAP~ ~N~ HAPP~ ~RN5 DAYLIL~ I 5AL. POT5 PULL AND DENSE DRA~NG TITLE: / '¢ ~ : / ~ [ / % ) / ~ _ % I I e lB ILEX BLUE ~1~ BLUE ~1~ HOLL~ 5-~' Hr. FULL A~ ~EN~E TO ~ROUN~ PiN ~ CAI' ~ -- -- ~ ~ -- -- -- ~ -- -- ~~ / % I 20 10 ILEX O~NATA OONVEXA OON~X LEAF JAP. HOLL~ 24-50' 5PL. FULL A~ ~ENSE ~NDSCAPE P~N FMn n ~' ~EST r ~ ~ ~ -- . / 4 I¢ ILEX sLABRA INKBER~Y 24-50" Ht. FULL A~ DENSE -- -- - ~ --~ ~ ~ ~~ ~ % / I eq TH tA~ ~EDIA HATFIELDI HA~IELD YE~ 21~-5 HT. FULL AND D~NSE DRA~ BY: NW DATE: 1217107 ~) / % ~ ~~ ~~ / ,5q TN THUJA NI~ DARK AHERIGAN A~RMITAE 5--~ H~. FULL AND ~ENSE TO ~ROUND CHECKED BY: ER SCALE: AS NOTED 07200-AS-1 DWG ~ I ~ WOODED JRS NUMBER: ___ ~ ~ENOT~ ~XleTIN~ TREE~ TO ~E~AJN, SHEET NUMBER: / , C6.O1 ;o D SILICONE SEALANT (SEE NOTE 5)~ ALUMINUM CAP (SEE NOTE 2) SILICONE SEALANT (SEE NOTE 3) 16mm ¢ REBAR EPOXY GROUND '1 PROVIDE 1' OF OVERCUT FOR TOP COURSE ASPHALT- FULL DEPTH SAW CUT ITEM 10403.0905-- PROPOSED CONCRETE SIDE~/ALK NYSOOT I'I[M (EXISTING) ~ EXISTING "MAT[ITCK MOTEL" SIGN I N.Y.S. RT. 25 MAIN ROAD ~ MEET EXISt]NC EXISTING TREE EXISTING UTILITY POLE- INSTALL SIDWALK RAMPS (TYPICAL OF 3) NYSDOT ITEM 608.0105 ~=12' VARIES '1 SOLID YELLOW LINE SEE PLAN '1 SOLrD WHITE LINE PAVEMENT SYMBOL DETAILS N.T.S. MPT NOTES: 1, ALL LANES MUST DE OPEN TO TRAFFIC BEFORE lOAM AND AFTER 5PM. 2, NO LANE CLOSINGS ARE PERMI1~ED ON WEEKENDS OR HOLIDAYS. NIGHI~IME LANE CLOSINGS WILL NOT BE PERMITTED WITHOUT PRIOR APPROVAL FROM THE STATE PERMIT tNSPECTOR 4. ALL LANE CLOSINGS SHALL CONFOR:M TO THE NYSDOT MUTCD SPECIFICATIONS AND DETAILS. NEW YORK STATE DEPARTMENT OF TRANSPORTATION GENERAL CONSTRUCTION NOTES: THE GENERAL CONTRACTOR TO CLEAN EXISTING DRAINAGE BASINS ALONG AND IMMEDIATELY ADJACENT TO NY ROUTE 25 SiTE FRONTAGE AT THE COMPLETION OF CONSTRUCTION, 2. REPAIR EXISTING SHOULDER, SIDEWALK AND CURBING AS ORDERED BY STATE ENGINEER. -R=1-1/2" CURB NOTES: 1. I/2" PREMOLDED BITUMINOUS JOINT FILLER SHALL BE PLACED IN JOINTS AT 20' TO 25' INTERVALS ALONG THE LENGTH OF THE CURB; WHERE CURB ABUTS DRAINAGE CASTINGS; AND AT ALL PCS AND PT'S; AS ORDERED BY THE ENGINEER, 2, THE END OF THE CURS NOT ABUTIING EXISTING CURB SHALL BE RAMPED DOWN TO ZERO HEIGHT REVEAL IN THE LAST 10 FEET AT LOCATIONS FACING TRAFFIC. ITEM 60g 0401051M CONCRETE CURB TYPE VF-150 N.T.S, EXISTING ROADWAY MIN. 1/¢' PER FOOT VARIES '1 TACK COAT TO BE INSTALLED BETWEEN EACH LIET OF ASPHALT, ITEM 407.01 4" TOPSOIL & SEEDING ITEM 613.0101, 610.0203 CURB TYPE VF-150 SEE DETAIL THIS SHEET ITEM 609.0401051M ASPHALT CONCRETE TOP COURSE ITEM 402.098301M & 402.098311M ASPHALT CONCRETE BINDER COURSE ITEM 402.198901M & 402,198911M ASPHALT CONCRETE BASE COURSE PLACED IN TWO LIFTS OF APPROXIMATELY 5" EACH ITEM ¢02.578901M & 402.378911M 6" SUSBASE COURSE ITEM 304,11 11' I', ~ ~ %% %% DOUB~ YELLOW SOLID LINES 1 ' ~WHI~ ~NE ARROWS 6,51 N.Y.S. ROUTE 25A EXISTING SIGNAGE AND STRIPING PLAN 1"=20' ROADWAY RESTORATION DETAIL SYMBOL LEGEND ARROW PANEL ARROW PANEL SUPPORT OR TRAILER (SHOWN FACING DOWN) DIRECTION OF TRAFFIC CHANNELIZING DEVICE FLAG TREE SIGN (SHOWN FACING LEFT) TYPE III SARRICADE WORK SPACE W" WHITE SOUD LINE WORD PAVEMENT MARKING (EXISTING) RESTORATION -INSTALL STEEL PIN AND CAP R,O.W. MARKERS AT PROPERTf CORNERS ALONG NYS RTE. 25 (TYP. OF 3) MARKERS TO BE IN CONFORMANCE WITH NYSDOT STANDARD SHEET M625-1Rl. SEE DSTAIL, THIS SHEET. .PROPOSED CONCRETE CURB - NYSDOT ITEM 609.04010510 PROPOSED CONCRETE SIDB~ALK - HYSDOT ITEM 608,0105 INSTALLATION DETAIL IN EARTH OR SWAMP i,o - 40 - 50 mm, i m ~ I~ TAPERED RECESS 20m F I I ~ MIN. OR THREATED WITH ~ I ! ~ OR WITHOUT TAPER LII ~ STEEL PIN AND CAP R.O.W. MARKER N.Y.S. ET. 25 CENTER TURN LANE CLOSED - ON A THREE LANE, TWO WAY ROAD N T,S WORK ALONG SIDE OF TWO-LANE, TWO-WAY ROADWAY AVAILABLE FOR TWO-WAY TRAFFIC N.T.S. WITH WIDTH KEY Pl..AN: APPR.OVED BY. PLANNING BOARD ToWN OF sOUTHOL~D SECTION: 143 BLOCK. 3 LOT: 33.2 CONSULTANTS: AvIK~ MURRAY, LLP II CONSULTING ENGINEERS II COMMENTS: DATE DESCRIPTION 02/28/08 BLDG DEPT SUB 03/24/08 PLANNING BD. SUB REVISIONS: REV. DATE DESCRIPTION 1 6-10-08 REVISED PER NYSDOT COMMENTS DATED 5-27-08 2 7-1-09 Per Planning Dept Comments from §/15/09 CLIENT INFORMATION. ' JPMorganChase NEW BRANCH BANK 10300 MAIN ROAD MATTITUOK, NY 11952 TOWN OF SOUTHOLD JRS ARCHITECT, P.C. 181 East Jericho Turnpike, Mlneola, NY 11501-2032 30 West 24th Street, 3rd Floor, New York, NY '10010 707 State Road, Princeton, NJ 08540-1434 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: N.Y.S.D.O.T PLAN, NOTES AND DETAILS DRAWN BY: D BY' SCALE: AS NOTED J 2F~L7q oNoANMyE~DOT Plan JRSNUMBER: 207100 07200 SHEET NUMBER: C7.O1 N.T.S. F~ES, PON61E~ILITY M~Tf~IX ITE:bl FURNISHED/ FURNISHEB/ FURNISHED DOOBOINATED INSTALLED BY fNSTALLEn BY BY OWNER/ BY GENERAL OWNER'S GENERAL iNSTALLED BY CON~RACTO~ EQUIPMENT CONTRACTOR GENERAL CONTRACTOR IeC) CONTRACTOR IF.~ffilGh'~ I~LD~ $1C~ (~r.E: NOTE 4) × R~'IGTE TELLER Df~IVE-I~p UNIT~ X C~ VA~LT~ 4 ~ DE~IT ~E~T~ X ~E~H~T ~D TELL~ LINE ~ X DATA ~51~ X ~ NO ~ MA~[~ x NO ~TI~LE FLO~ ~TI~ X ~ELAIN TILE ~OO~ X C~TO~ TO P~JDE ~UI% ~-IN ~ PIN~ ELEC~IC~ C~Cfl~e. NOLO.' THIS LAYOUT IS BASED ON DIEBOLD OPTEVA 7BO DRIVE-Up ISLAND ATM, VERIFY LAYOUT WITH FINAL BANK APPROVED MANF'RB DRA~NGE BEFORE CONSTRUC3]ON HOLD STEEL PIPES -- SEE DETAILS. DET~L LINE OF ATM UNIT- G.C. CAULK AROUND BASE AFTER INSTALLA30N SEE PLAN FOR PIT BOX OPENING tN SLAB, 8" DEEP, 1~" W x 18,5" lr:~LAND SLAB 54" TALL-- BOLLARDB - DET S--A5 ~REWAY CHANNEL FROM TOPPER 2' BEEF INSTALL 2'x4"x2" WEATHERPROOF ~RE JUNC~ON BOX FLUSH TOP OF PAD ATM IS SET G.C. IS ~0 FILL ANY EXPOSED ~MRING TRENCH. I$ RED. NOTE: SEE BANK SEE DET. EQUIP. SHOP WA~ fo. DWGE FOR TYPICAL PLAN ADDITIONAL ISLAND ~ BOLTS, CONDUITS BOLLARD ETC. INFO -- SECTION ~ DRIVE UP ATI'I I,.~LAND DETAIL,~ FIRE R=B4, g6 CB R=95 R=99 38 l~ PARKING WELL CAF -- BUS;NESS I! '"'% / PIN & BBB 2/~-I ~ -~,~ AS.HALl[ pAVEMEnT/ pf~OPOS~D 4,2¢0 5J=. FI=. EL. 5820 // I ItU SCHEDULE I/~= DIA. CONDUIT GTU~-LIF' CP~O%gDE '2' E~ BCqL I~EA~IN~ ~APA~iTT P~ATION DE~I~N I~, ~DITIC~4~L INFOAt-I~'rION, DARK, 6K.¥ C4~PLIANT /. ,, 20,0~' ~ ha, I 'C~OSE~OVER' C&-1-4~ -E-&lel-U/-I- i ~ LIGHTING ~'1 1' L~IC COLO~ SH,ALL I~~= N I 'EPA~TE A~L ~ATION DAT:O' Pf~OJEC. T 61~N ELEVATION ® '1 '1 I ~. FIN,~. LOC.~TION ON E4'1 TOrt, H, AND i~ANI~ ~)~U5 T TAIL eCAJ.~ N.TA TEMPOfe.4t~¥ Pf~OJECT 61GN ELEVATION ,~CALE, N.T..E,.