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HomeMy WebLinkAboutSouthwold Maps file # 2 1 3/28/06 ADD BLDG'S USE JM Hry fir -11, o.n. Oi%lG,ip6 2 701/08 ADD ST NAMES ,IM - I'll.11 ✓M DONO /0---0O - ,roD NO 109--06 erccr l ov 1 UNAUTHORIZED ALTERATION OR ADDITION NO DATE DESCRIPTION BY SE TSLIIS SUIS A VIOLATION O SECTION J%OJ OF THE NEW 10RIa S7ATC EDUCATION LAN/ COPIES OF THIS SURVCI MAP NOT FEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALT_ NOT BE CONSIDERFU TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN 59x4 ONLY TO THE. PERSON FOR WHOM THE SURVEY L� ,�// IS PREPARED, AND ON -IIS BEHALF TO THE O}'�� y / LENDING INSTITUTION INSTITUTION ELISTED HEREON, t,ANDANU tC TO THE ASSIGNEES OF THE LENDING INSTI- N R��� TUDOR GUARANTEES ARE NOT TRANSFERABLE, �AI` 3.3O I N� ISLA YO pp.63.03- Nq�o2240'E 5.0 M Np. j000,6' 415.31 33 39 ifi �� rfr r 39x3 �,v4 xn 1,5 o X31,2 Oil O y � �-'✓ � v,n � rn a d S ]924 �_!y� xsz,31 'g$ to"_'• � WOODED AREA 1416 i 3� ✓� O 34 X3rzsn �� 34 ZC 70U V O W O C=) 30 X3xz9 -j1 as w 37/ _,rte 33 ) 2 w / O 2! 30 -BI O xz9,1 ^3 32b1 3x.45 511��(1` 1 x3295 x3x 10 / 59•�Z X31 69 /30 x3169 / f STORY FRAME RESIDENCE I X31.9, X322, X3,69 g8 \ J / WOODED AREA ♦_�- x3299 -- 32 121 17 111 / %2,3s GENERIC TOR OF BOAT STORAGE X21195 nREA 4 /! xn 3e - ON I2 x3991 / , V0 xn.rz, 1 rn n Xze n° x39.61 // WOODED AREA a z o X2,ee Xrz].s, 0 V a a 70 E, o 39 30 127 o O O O O / 29 \ O 3 1 bat , w / yg x3an / \ O ( x39,3 AREA I= 294,202 SOFT. 27 X2799 s8 N OR 6. 75 ACRES N ) °s 7G O X3041 / ,X2955 XZb fi] V X26." 2 STORY FRAME X26., 38 a xx,2, RESIDENCE N mN, 1 XWFIF4 I 70 27 X2956 1 � X2,]1 I X2621 Xjy 0 28 Iw S.C.T.M. NO. 1000-63-03- i 141 9'E - WOODED AREA -� q z a X29.22 I{� X20,59 %xb.le \ 1/.2 _ ,— / Il Xx,15 2,Y bZ' c O -L �C 1 STORY METAL BUILDING - BOAT 39 STORAGE N REPAIR 1xJMtl'EfE I� 1 OrvuuElll m LCNFRBL LINE X26.91 A X2fi 99 1 OF FOOT SIDRAGL _ ARI AX1625 ))) — n O X2,Btl L� T1 _/ �ulnuu"II'w�crTrlcE ) GRASS AREA PI0 9DL YDsls xa620 I WITH NI WOODEDAREA V wN] Xafile J 3 n w 28 2].0, p.FE �x X26 35 x--- ze 91 %26zx Z zs]x p ra I STORY METAL G FRAME Bn %26 21 d BUILDING- BOAT o x26'6 fSTORYFRAME m o STORAGE 9 REPAIR o x254 x2565 GARAGE J° o X,0II 39C xxfi 56 f I 163 c xzn TO a1R $8 27 cONmLlI 26 .I s �� �. - n,1I .. _ I'"� �x5.3e 4ys- OV 70 FRAME 2STORYFRAME ,IS ( � - I`HV 175 '1°eL,S. 693 GARAGE // -( 1 I9' I u -�.l O _�f -.�.. '���99u IF P 'i 1 5 �� BARN ' X fence 24,63 9 1 � Imlc a Df. D� AIIM 1.55 °m f f03.00�11 Po601ED1 Z. 16 whi,e 110"�--� ,�1 25 w Di�ui, 90.10' sm m ° lOv .......r LTJ f��-L._�'�) *1I ,nx .' xzsel S87°5850 W S85 1440 W a SC.T.M. N0. I STORY / FRAME BUILDING HNILDIN<. I nn �x6.e2 1000-63-03-16 o a o d WHOIIND -H1- �,M12 FRAME OFFICE : o C9ft 6I'w. �` WH' { �� `� 9, GARAGE jj Q 2 STORY FRAME a o b BU161I SOUTNOLDi "� r te' ,N6rN E EH as �. p o 9xw n°M19< C!� YOGA CENTER --� "-°�,,E 2 STORY FRAME n; - RESIDENCE R555 C o x o 96'W 26 25.,3 N7° 3 N x,.56 0 2 STORY FRAME 2 STORY FRAME 9 _49.E' RESIDENCE DRIVE -c 25 `rz5x6 o RESIDENCE wav 1 S.IC T.M. NO. �^ ' ^1 - N 5 -_ - - - -- -, OO 63-03-f4 = „9 ft _ _ ---_ ry f0 0 11°n ' 149' umll( 1°nJ n� 2A' WPLI'IHi . � X+5 9 831.0' - - - _ NN, 2526 _ 85 [V 'N °/ 1 °, y .°le I i -'B'° - 2552 DRIVE 55, - TI _ S.C.T.M.NO. £C.TM. NO. - - — ss5 - -� - 2539 - WAY _A ]avoIF 59 5fie _ K - I9 OVIL x569 /000-63-03-13 x5fi = 34— 25,1 wnHE NrR r/ 1000-63-03-11 I DRIVE re' mnu r , `� �# ss 31 zsm J _ . /I J WAY ° x2s 31__ _ _ 2590 85201 x5.66 IV _ DD16¢ 2i�w1 rRnrEc un[s 1 DRIVE DRIVE em�n VOz5.0n x5,01 - x 2 STORY FRAME DRIVE WHNE TIOIFY TINE j5 i1 6 DRIVE DRIVE WAV xs s, WESN70UND LANE 1e emu z0vn 1 VIHIfE iftAl"TIC TINE wav wav 2 STORY FRAME 65 x503 P y BUILDING - INN/DAY SPA wav WAv a m NOumc rcLLow mrTnc. Em1 UND IANE 2s]2 � sj(s_— ar°9 [u ,1 _ __ g--- x690—� 2STORY FRAME BUILDING IVY 2536 WHNETINET1lLINE _ - 25,] —30 - —x=— f0M1 v,°v 4°ro 6'°P `""' v xs5s EAS7D xs Sfi _ 1 � 0rtp curl 25.59 _ 2s 6, I Z59M1 LVRBING_ I� Z OI IGRCIC .rte-' RESIDENCE LEAGUE FLOWERS i i n 2 STORY MASONRY ° D� ° 191 J o 8UILDING - VACANT � Vis,;"" wav MAIN ROAD S84004'50"W NYS ROUTE 25 TOPOGRAPHICAL SURVEY OF RROPER7:Y SITUATED IN 2 STORY FRAME BUILDING 1 STORY BRICK cSo �t oId J IAN® SURVEYING ;� o nroD s ` - FOUNDERS POINT GALLERY BUILDING (7-11) TOWN OF SOUTHOLD SUFFOLK COUNT N.Y. �yo MIL GL, CONFECTIONARY CORNER S.C.T.M. NO. 1000-63-03-151 ` SNBDNISIONS e , _ . W-.- - 17 TITLE & MORTGAGE SURVErS C`1 - -. TOPOGRAPHIC SDRVE).s •} SCALE 1" — 40' FEB. 15, 2006 LAND PLANNERS SIE PUNS rl GRAPHIC SCALP h e JOHN MINTO. L.S. an 0 I0 6D IN0 PHONE (eaq 721-118-11 _•. Lmens[D INK SOOT LB IOND sVFVEroF .- rvew ,oroc srmE uc ND 49055 rnx (63,) 7e4-5455o IN EGET ) 93 S,NITTTTOH`N T]OULEVARD S'M1TH7'0{VN NY 11787 1 Inch = 40 IF GENERAL NOTES CIVIL ENGINEERING DRAWINGS SHOT:r No. nnE 1. RMS ENGINEERING SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS TECHNIQUES OR SP-1 COVER PROCEDURES UTILIZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTORS EMPLOYEES OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT DIE WORK IN ACCORDANCE WTH THE CONTRACT DOCUMENTS. SP-2 SITE INFORMATION, BULK TABLE, g YIELD PLAN SP-3 DUSTING RESOURCES AND SITE ANALYSIS PLAN (ERSAP) SITE DEVELOPMENT PLANS2. ALL DUSTING STRUCTURES BACKFILL TO TO BE ECT GRA, SHALL L. REM0VE0 AND B9 P lM UNLESS OTHERWISE ANO MOISTURE BACNFlLL TO BE ERMINE GRANIY M ED P OCTOR TES 1D B5x MAUNUM DENSITY SP-4 ALIGNMENT PLAN AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY MODIFIED PROCTOR LEST. SP-5 GRADING AND DRAINAGE PLAN 4. ALL FILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95X OF THE MAXIMUM DENSITY AT THE SP-6 UTILITY PLAN OPTIMUM MOISTURE CONTENT. AS DETERMINED BY THE MODIFIED PROCTOR TEST. S. LOCATION OF DUSTING UTILITIES SHALL BE VERIFIED BY CONTRACTOR PRIOR TO EXCAVATION. LANDSCAPE PLANCAVATION. SP-8 IRRIGATION PLAN FOS. AS SPECIFIED HEREIN, LATEST EDITIONS ALL SITE WORK SHALL BE IN ACCORDANCE WITH ME REQUIREMENTS OF THE TOWN, COUNTY, STATE OR SP-9 STORMWAIER POLLUTION PREVENTION PLAN 7. PROPOSED ELECTPJC AND TELEPHONE SERVICE LOCATIONS SUBJECT TO 1(EYSPAN ENERGY AND VFAIZION SP-10 CONSTRUCTION DETAILS DESIGN AND APPROVAL SP-11 CONSTRUCTION DETAILS S INSTALLATION OF ELECTRIC AND GAS SERVICE IS THE RESPONSIBUTY OF THE CONTRACTOR, BY WHICH SP-12 CONSTRUCTION DETAILS ALL WORK SHALL CONFORM, AS A MINIMUM TO THE REQUIREMENTS OF KEYSPAN ENERGY. SP-13 CONSTRUCTION DETAILS 9. INSTALLATION OF TELEPHONE SERVICE IS THE RESPONSIBILITY OF THE CONTRACTOR, BY WHICH ALL WORK SP-14 CONSTRUCTION DETAILS SHALL CONFORM, AS A MINIMUM, TO THE REQUIREMENTS OF VEMZION. SP-15 PHOTOMETRIC PLAN 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR INSTALLATION OF ALL UTILITIES CONTRACTOR SHALL BE RESPONSIBLE FOR MEETING ALL REWIREMENIS FOR THE SOUTHWOLD MANOR PRECONSTRUCTION OF ANY SANITARY SYSTEM FROM ALL GOVERNING AGENCIES. ALL WORK SHALL CONFORM TO THE ;REQUIREMENTS OF ALL THE U71UIY OR MUNICIPAL AGENCY HAVING NTJURISDICTION. LEGEND CONTRACTOR SHALL COORDINATE THE REQUIRED UTILITY AND MUNICIPAL INSPECTIONS 11. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY AND FOR THE INSTALLATION OF SIGNS. ---104--- EXISTING CONTOURS 12. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY AND ALL PERMITS NECESSARY TO REMOVE ANY —(la)— PROPOSED CONTOURS EXCAVA70 MATERIALS. PROPOSED CURB B ORIOLE = 13. UNSUITABLE MATERIAL AS DEFINED IN SECTION 203 OF N.Y.SD.0.7: STANDARD SPECIFICATIONS EDITION. - -- - EXISTINNG CUR G CURB (TO BE REMOVED) UNDER PAVEMENT, WALKS AND CONCRETE SLABS SHALL BE REMOVED AND REPLACED WITH SELECT (DLP) PROPOSED DRAINAGE TEACHING POOL r GRANULAR MATERIAL (CB) PROPOSED CATCH BASIN t- > Lisp, DR o MO 14. SELECT GRANULAR MATERIAL SHALL BE AS DEFINED IN SECTION 203 OF THE N.Y.SO.O.L STANDARD (DMH) PROPOSED DRAINAGE MANHOLE > Q Cl((NOB)RD SPECIFICATIONS. CB EXISTING CATCH BASH Q _D DR C/{ 15. COMPACTION SHAIIL CONFORM TO N.Y.SD.O.T. SECTION 203 LP DUSTING LEACHING POOL U) 11QRL x 101.2 EXISTING SPOT ELEVATION CD Z MA\ER 16. ALL CONCRETE WRBING, SIDEWALK. AND DRAINAGE STRUCTURES SHALL CONFORM TO THE ,TIS EXISTINGHYDRANT O DAD TOWN/OCUNTY/STA7E STANDARD DETAILS AND SPECIFICATIONS DUSTING FENCE o m RA\LR ® EXISTING CATCH BASIN AV `ONO \STAND 17. COUNTY PLANNING COMMISSION AND THE TORN SHALL BE NOTIFIED 4B-HOVRS IN ADVANCE OF ALL —(S) — —0 EXISTING UTILITY POE PROPOSED SANITARY PIPE NDMMEL 1S DEBRIS SHALL NOT BE BURNED ON THE SUBJECT SITE ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE =(((W) PROPOSED WATER MAIN DISPOSED OF IN ACCORDANCE WITH ALL LOLL TOWN, COUNTY, STATE AND FEDERAL LAWS AND PROPOSED WATER SERVICE SITE ZYjI APPLICABLE CODES; ---(RD) PROPOSED ROOF DRAIN `NQS �Q 19. THE INSTALLATION FOR ALL HIGHWAY WERE AND UTI INCLUDING EXCAVATION, BACKFILL AND COMPACTION —(E) PROPOSED TELEPHONE U ELECTRIC OF THE TRENCHES FDR SANITARY SEWERS AND TE OF N SHALL BE SUP L& A 8Y TIE DEVELOPERS M P'\ PROFESSIONALSKAMIT A SI (LICENSED E THE STATE OF NEW YORK ORALS HATH A 7206N IMPROVEMENTS TE) —(T)— PROPOSED TELEPHONE UNE MAIN RD WHO SHAT.INSTAL A SIGNED AND SEALED LETTER TO THE TOWN. STATING THAT THE STANDARDS. —(G)— PROPOSED GAS MAIN HAVE BEEN INSTALLED TO DIE APPLICABLE NEW ROAD STATE, COUNTY OR TOWN STANDARDS. THE ('T fp © CERTIFICATION SHRILL APPLY TO THE PROPOSED ROAD OPFNINTH ON DUSTING OF TEMP SAID WORK ON —(0) PROPOSED DRAINAGE PIPE ECHAN,G v o� o� Y� pG ✓,zZ EXISTING STREETS !SIHALL INCWOE TRAFFIC YAINIENMCE ANO TES: PLACEMENT OF TEMPORARY AND FINAL PROPOSED THRUST BLOCK PAVEMENT. N PROPOSED HYDRANT 20. ELEVATIONS REFER TO TOWN DAM;. ® PROPOSED CATCH BASIN Y E CR �� 21. ALL DRAINAGE STRUCTURES SHALL BE PRECAST. WITH PRECAST OPENINGS FOR DRAINAGE PIPE(S) AND (23.46) PROPOSED SPOT ELEVATION EEK LA v LN D\U A oP SHALL CONFORM TO THE COUNTY STANDARD DETAILS AND SPECIFICATIONS PROPOSED FENCE 22. CONSTRUCTION OF APPLICABLE WATER AND SEWAGE FACILITIES IN THE SITE SHALL CONFORM TO PART O PROPOSED DRAINAGE MANHOLE KEY MAP 74, TIRE 10 AND PART 653, TITLE 6 OF THE OFFICIAL COMPILATION OF CODES, RULES AND 1"=800' REGULATIONS OF THE STATE OF NEW YORK. O O PROPOSED DRAINAGE LEACHING POOL 23. ACCEPTANCE AND APPROVAL OF WASTE DISPOSAL FACILITIES HERON DESCRIBED GOES NOT CONSTITUTE TO TOP OF CURB APPROVAL OF THE STRUCTURAL STABILITY BY THE COUNTY HEALTH DEPARTMENT. Be BOTTOM OF CURB 24. A PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYOR LICENSED TO PRACTICE IN THE STATE OF NEW OR GRATE ELEVATION YORK. SHALL INSPECT THE CONSTRUCTION OF THE DRAINAGE FACILITIES IN NON-DEDICATED AREAS AND - CERTIFY NO LATER THAN 30 DAYS FOLLOTWNG THE COMPL4"ION OF CONSTRUCTOR, 714AT THE DRAINAGE PROPOSED DRIVEWAY PAVEMENT FAOUMES HAVE BEEN CONSTRUCTED IN FULL CONFORMAME WITH THE APPROVED DRAINAGE PLANS PROPOSED ELECTRIC AND TELEPHONE SERVICE LOCATIONS SUBJECT TO KEYSPAN AND VERIZON APPROVAL " PROPOSED CONCRETE SIDEWALK 25. CONTRACTOR SHAUL REFER TO ARCH17ECTURAL PLANS FOR EXACT LOCATIONS AND DIMENSIONS OF VESTIBULE, SLOPED PAVING. OUT PORCHES, RAMPS PRECISE BUILDING OIMENSONS AND EXACT BUILDING SITUATED I UTILITY FNIRANHALL B 2S ALL OTHER WORKK SHALL BEE IN ACCORDANCE WITH THE OEWnEMENiB OF THE TONE, COUNTY OR AS SPECIFIED HEREIN, (LATEST EDITION. 27. THE CONTRACTOR IS RESPONSIBLE FOR THE NECESSARY TRAFFIC CONTROLS NTION THE SITE AND SHALL PROJECT CONTACTS HAVE A NEW YORK STATE PROFESSIONAL ENGINEER DESIGN AND SUPERVISE THE INSTALLATION OF ALL TRAFFIC CONTROLS CONFORMING M NEW YOM( STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES THE PROFESSIONAL ENGINEER SHALL SUBMIT A SIGNED AND SEALED CERTIFICATION THAT ALL TRAFFIC CONTROL DEVICES ON TOWN, COUNTY AND NEW YORK STATE HIGHWAYS HAVE BEEN INSTALLED IN ACCORDANCE WITH THE NEW YORK STATE MANUAL OF TRAFFIC CONTROL DEVICES. WATER: SUFFLOK COUNTY WATER AUTHORITY 4060 SUNRISE HIGHWAY 28. THE CONTRACTOR, AT HIS EXPENSE SHALL ALSO BE RESPONSIBLE FOR THE REPAIR AND MAINTENANCE OF OAKDALE. NY 11769 ALL TRAFFIC CONTROL DEVICES WITNIN THE SITE AND SHALL NOT AMEND TIRE SIGNAGE AND/OR PAVEMENT MARKINGS WITHOUT HAVING A NEW YORK STATE PROFESSIONAL ENGINEER PREPARE AND SUBMIT A PHONE (631) 589-5200 TRAFFIC PLAN TO THE BUILDING DEPARTMENT. SOUTHOLD , 29. ANY BROKEN OR HAZMDOIS DUSTING SIDEWALK, DRIVEWAY APRONS AND CURBING ADJACENT TO AND ON GAS: NATIONAL GRID THE SUBJECT STE SHALL BE REPLACED IN ACCORDANCE WITH CURRENT STANDARDS 1393 VETERANS HIGHWAY HAUPPAUGE. NEW YORK 11788 30. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR RENEW, ON ALL SITE IMPROVEMENTS (b. DRAINAGE PHONE 1-600-GAS-2001 SANITARY, WATER MAN etc) PRIOR M CONSTRUCTION. 0 31. ALL ROOF MANS SHALL BE CONNECTED TO ON-SITE DRAINAGE LEACHING POOLS ELECTRIC: LONG ISLAND POWER AUTHORITY 175 E OLD COUNTRY ROAD @i HICKSVILE, NEW YORK 11801 o PHONE (516) 545-2224 TELEPHONE VEOZON 0 301 NORTH OCEAN AVE. TOWN OF SOUTHOLD PATCHOWE NY 11772 PHONE (631) 687-8446 ROADS: NEW YORK STATE DEPARTMENT OF TRANSPORTATION E 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE. NY 11760 NIPHONE: (631) 765-3140 SITE PLAN: TOWN OF SOUTHOLDU PLANNING BOARD SOUTHOLD TOWN HALL z 'Y5 P.O. BOX 1179 oSUFFOLK COUNT NEW YORK SOUTHOLD, NEW YORK 11971 PHONE (631) 765-1938 9 o V ■ ■ ■ SOUTHWOLD MANOR i 2 , r `,C OCT ■ ■ RMS ENGINEERING 1D �`9� '� - SITUATED IN e qp c !,, , ,' '� w APPLICANT: EAST END RESOURCES, LLC OWNER: .ALBERT'8RITACOHEN ■ ■ ■ Robinson, Muller Q Schiavone Engineers, PC m 'r+�+ '' a"' SOUTHOLD 888 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD `J' J 4/1176 381 �' GARDEN CITY, NY 11630 SOUTHOLD, NY 11971 pgOFESSill ONPOWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS AS NOTED 2. 10.17.08 GENERAL REVISION MKA GJS 355 New York AvenueHuntington, New York 11743 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS Gregg J. Schiavone, PE SCTM. DISTRICT 1000 SECTION 063, BLOCK 3, LOT 15 DATE: DATE: JOB NO.: , _ No. DATE REVISION DESCRIPTION BY C" Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State Ltoense No. 78387 07.10.08 07.20.08 2005-195 SITE INFORMATION AND BULK TABLE BUILDING TYPE "A' (GABLE ROOFLINE) LOT AREA AND COVERAGE GENERAL DATA AND INFORMATION NUMBER OF TYPE "A" BUILDINGS PROPOSED 4 BUILDINGS TOTAL LOT AREA NUMBER OF UNITS PER TYPE "A" BUILDING 3 UNITS PER BUILDING 294,202 SF APPLICANT: EAST END RESOURCES, LLC NUMBER OF ACCESSORY APARTMENTS PER 0 ACCESSORY APARTMENTS PER BUILDING TOTAL FOOTPRINT FOR ALL FOUR (4) TYPE "A" BUILDINGS 30,780 SF SITE: 56655 MAIN ROAD, SOUTHOLD. NEW YORK TYPE "A" BUILDING TOTAL FOOTPRINT FOR ALL ONE (1) TYPE "B" BUILDINGS 7,573 SF ZONING DESIGNATION: HAMLET BUSINESS (HB) TOTAL FOOTPRINT 7,695 SF PER BUILDING TOTAL FOOTPRINT FOR ALL THREE (3) TYPE "C' BUILDINGS 22,719 SF SCTM: DISTRICT 1000, SECTION 063, BLOCK 03, LOT 15.0 (INCLUDING DECKS AND COVERED PORCHES) TOTAL FOOTPRINT FOR AFFORDABLE HOUSING BUILDING 2,730 SF LOT SIZE: 294,202 SF (6.75 ACRES) TOTAL FOOTPRINT FOR AMENITIES AREA (INCLUDING FOOTPRINT 5,294 SF PROPOSED DEVELOPMENT: ACTIVE ADULT (55+) CONDOMINIUM CONSISTING OF: OF BUILDING, DECKS AND SWIMMING POOL) • 21 MARKET-RATE CONDOMINIUM UNITS UNITS WITHIN BUILDING TYPE 'A" (GABLE ROOFLINE) TOTAL BUILDING AREA (SUM OF ABOVE) 69,096 SF • 3 ACCESSORY APARTMENTS PERCENTAGE OF LOT COVERAGE (BUILDING AREA/LOT AREA) 23,49% • 3 AGE-RESTRICTED AFFORDABLE LIVING UNITS (AS PER TOWN REQUIREMENTS) SIZE AND SQUARE FOOTAGE UNIT lA UNIT 2A UNIT 3A • A COMMUNITY CLUBHOUSE AND MEETING PLACE • A SWIMMING POOL NUMBER OF BEDROOMS 3 3 3 FIRST FLOOR SECOND FLOOR I LIVINGVING PSPACE 892 SF ACE 1,542 F 890 SF 1,537 F 892 SF 542 F YIELD PLAN/DENSITY TOTAL LIVING SPACE 2,434 SF 2,427 SF 2,434 SF GARAGE SPACE 455 SF 324 SF 455 SF TOTAL LOT AREA BULK REQUIREMENTS: ROOFED DECK AREA 111 SF 144 SF 246 SF 294,202 SFTOTAL BUILDABLE LAND AREA UNROOFED DECK AREA 377 SF 536 SF 438 SF 294,202 SF (NO APPLICABLE DEDUCTIONS) TOTAL UNIT SQUARE FOOTAGE 2,889 SF 2,751 SF 2,889 SF TOTAL LOTS PURSUANT TO YIELD MAP 24 LOTS HAMLET BUSINESS ZONING DIS1RlCT - HB DlSTR/CT REQUIRED PROPOSED CODE COMPLIANT TOTAL PERMITTED UNITS 46 UNITS MINIMUM LOT SIZE 10,000 SF 294,202 SF YES (ONE UNIT AND ONE ACCESSORY APARTMENT PER PERMISSIBLE LOT) (WITH COMMUNITY WATER AND SEWER) PROPOSED NUMBER OF UNITS 27 MINIMUM LOT WIDTH 60 FT 415.71 FT YES BUILDING TYPE "B" (GAMBREL ROOFLINE) (INCLUDING THREE (3) AFFORDABLE UNITS) MINIMUM LOT DEPTH 80 FT 932.78 FT YES NUMBER OF TYPE "B" BUILDINGS PROPOSED 1 BUILDING NUMBER OF UNITS PER TYPE "B" BUILDING 3 UNITS PER BUILDING MINIMUM FRONT YARD SETBACK 30 FT 30 FT, 22.5 FT (EXISTING) YES (PRE-EXISTING NUMBER OF ACCESSORY APARTMENTS PER 0 ACCESSORY APARTMENTS PER BUILDING NON-CONFORMING) TYPE "B" BUILDING MINIMUM SIDE YARD SETBACK 15 FT 25 FT YES TOTAL FOOTPRINT 7,573 SF PER BUILDING (INCLUDING DECKS AND COVERED PORCHES) MINIMUM REAR YARD SETBACK 30 FT 30 FT YES MINIMUM LIVING FLOOR AREA 850 SF 2,375 SF MIN. YES UNITS WITHIN BUILDING TYPE 'B" (GAMBREL ROOFLINE) PER DWELLING UNIT SIZE AND SQUARE FOOTAGE UNIT 18 UNIT 2B UNIT 38 MAXIMUM LOT COVERAGE 259. 23.498 YES NUMBER OF BEDROOMS 3 3 3 MAXIMUM BUILDING HEIGHT 35 FT 19'-2" MAX. YES FIRST FLOOR LIVING SPACE 1,538 SF 1,394 SF 1,538 SF SECOND FLOOR LIVING SPACE 972 SF 981 SF 972 SF MAXIMUM NUMBER OF STORIES 2.5 2 STORY BUILDINGS ONLY YES TOTAL LIVING SPACE 2,958 SF 2,375 SF 2,958 SFGARAGE SPACE 448 SF 325 SF 448 SF MAXIMUM BUILDING LENGTH 125 FT 113.0 FT YES ROOFED DECK AREA 236 SF 143 SF 116 SF UNROOFED DECK AREA 439 SF 587 SF 362 SF MINIMUM DISTANCE BETWEEN PRINCIPAL TOTAL UNIT SQUARE FOOTAGE 2,958 SF 2,700 SF 2,958 SF AND ACCESSORY BUILDINGS 20 FT 52 FT YES MINIMUM DISTANCE BETWEEN PRINCIPAL BUILDINGS TWICE THE HEIGHT 38'-4" YES OF THE HIGHEST BUILDING BUILDING TYPE "C" (GAMBREL ROOFLINE WITH ACCESSORY APARTMENTS) NUMBER OF TYPE "C" BUILDINGS PROPOSED 3 BUILDINGS NUMBER OF UNITS PER TYPE "C" BUILDING 2 UNITS PER BUILDING NUMBER OF ACCESSORY APARTMENTS PER 1 ACCESSORY APARTMENTS PER BUILDING TYPE "B" BUILDING BUFFER ZONES (NON RESIDENTIAL LOT ABUTTING A LOT IN A RESIDENTIAL DISTRICT) TOTAL FOOTPRINT 7,573 SF PER BUILDING (INCLUDING DECKS AND COVERED PORCHES) BUFFER DESCRIPTION REQUIRED PROPOSED CODE COMPLIANT MINIMUM WIDTH OF BUFFER 15 FT (ONLY A APPROX. 25 FT YES UNITS WITHIN BUILDING TYPE 'C" (GAMBREL ROOFLINE WITH ACCESSORY APARTMENTS) (TO BE LOCATED ENTIRELY WITHIN PORTION OF THE THE SUBJECT PROPERTY) EAST PROPERTY LINE) SIZE AND SQUARE FOOTAGE UNIT IC UNIT 2C UNIT 3C ACREAGE OF BUFFER 14,000 SF 61,085 SF (1.40 Ac) YES NUMBER OF BEDROOMS 3 2 3 FIRST FLOOR LIVING SPACE 1,538 SF 1,394 SF 1,538 SF SECOND FLOOR LIVING SPACE 972 SF 981 SF 972 SF TOTAL LIVING SPACE 2,958 SF 2,375 SF 2,958 SF GARAGE SPACE 448 SF 325 SF 448 SF PARKING REQUIREMENTS ROOFED DECK AREA 236 SF 143 SF 116 SF UNROOFED DECK AREA 439 SF 587 SF 362 SF HB DISTRICREQUIRED PROPOSED CODE COMPLIANT TOTAL UNIT SQUARE FOOTAGE 2,958 SF 2,700 SF 2,958 SF T (MULTIPLE DWELLING/ TOWNHOUSE) PARKING SPACES PER UNIT 2.25 PARKING SPACES 58 PARKING SPACES YES (MULTIPLE DWELLING WITH 3 BEDROOMS) PER UNIT x 21 UNITS AFFORDABLE HOUSING BUILDING = 47.25 PARKING SPACES PARKING SPACES PER UNIT 2.0 PARKING SPACES 10 PARKING SPACES YES No. OF AFFORDABLE UNITS 3 UNITS (MULTIPLE DWELLING WITH 2 BEDROOMS) PER UNIT X 5 UNITS FIRST FLOOR 2,077 SF SECOND FLOOR 1,057 SF = 10 PARKING SPACES TOTAL LIVING AREA 3,134 SF DETACHED GARAGE FOOTPRINT 370 SF PARKING SPACES PER UNIT 1.5 PARKING SPACES 2 PARKING SPACES YES TOTAL FOOTPRINT 2,360 SF (EXCLUDING GARAGE) (MULTIPLE DWELLING WITH 1 BEDROOM) PER UNIT X 1 UNIT = 1.5 PARKING SPACES GUEST PARKING SPACES O PARKING SPACES 10 PARKING SPACES YES UNITS WITHIN AFFORDABLE HOUSING BUILDING TOTAL PARKING SPACES 58.75 PARKING SPACES 80 PARKING SPACES YES SIZE AND SQUARE FOOTAGE UNIT I UNIT 2 UNIT 3 PARKING STALL WIDTH 9 FT VARIES, BUT NOT LESS YES NUMBER OF BEDROOMS 2 2 1 THAN 9 FT TOTAL UNIT SQUARE FOOTAGE 1,121 SF 1,121 SF 891 SF PARKING STALL LENGTH 19 FT VARIES, BUT NOT LESS YES THAN 19 FT AMENITIES BUILDING AND AREA FIRST FLOOR LIVING AREA 1,584 SF SECOND FLOOR LIVING AREA 662 SF PRIMARY DECK AREA 365 SF (COVERED), 458 SF (OPEN DECK) SECONDARY DECK AREA 2,887 SF (POOL + DECK AROUND POOL) TOTAL FOOTPRINT 5,294 SF (INCLUDING BUILDING, DECKS AND POOL) ■ ■ ■ SOUTHWOLD MANOR SITE INFORMATION, BULK TABLE ■ ■ RMS ENGINEERING 9SPSEOFNFy 8. YIELD PLAN GGJ.S fl �Qe � `1 SITUATED AT ■ ■ ■ Robinson, t APPLICANT: EAST END RESOURCES, LLC OWNER; ALBERT 8 RITA COHEN Muller & Schiavone Engineers, PC 2Nmo �� _�� SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD a 638'1 �C> GARDEN CITY, NV 11680 SOUTHOLD, NY 11971 9°FessloNP�� OWN. BY: CHK'D, BY: SCALE: SHEET: 2. 10.17.08 GENERAL REVISION MKA GJs TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS NTS 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.; �1 � � /'� No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State Lleenee No. 76887 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 v G 07.10.08 07.20.08 2005-195 5AUNDRA J. PERRY LOTS ST 11 SITE DATA > OONY971 USE: OFFICE BLOC TOTAL AREA = 294,202 SF (6.75 Ac.) LOT Si EXISTING ZONE CRAIG ! ORS ARM HB - HAMLET BUSINESS DISTRICT /. ` r w SdN11PROPOSED USE ACTIVEADULT ITNG OF: )THOU). Y971 21 MARKET-RATE CONDOMINIUM UNI \ \ /`✓ �\•✓✓✓\,\/ I" ` l / \ ` /' c (LO iD c `� w + CR AGE DFNTNL LOT 6 MM EEN SMITH / 3 ACCESSORY APARTMENTS /0.5 LOCAL HARBOR LA 3AGE-RESTRICTED AFFORDABLE DYING UNITS (AS PER TOM REQUIREMENTS) ♦ / r� \ 5 jsOI.H '\ PAUL ' ! WZABEM A COMMUNITY CLUBHOUSE AND MEETING PLACE SOUIHOID, NY 17 W1 • A SWIMMING POOL 275 TOM HARBOR 1 USF. SFR SCHOOL DISTRICT �� \,( SDIJTHIOUDUSL SM, NY 1ID71 POST OFFICE = SOUTHOLD 11791 \ / \ LOT 2 / WATER DISTRICT - SUFFOLK COUNTY WATER AUTHORITY yyy KAREN WIND 5"20 ROOM FIRE DISTRICT SOUTIOLD. NY 11271 / FLOOD HAZARD ZONE = ZONE %L(AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN) USE SFR S.C.T.k - DIST. 1000 SEC. 063, BLK. 03, LOT 15.0 SOIL BORINGS 9B-2-2 8B-3 8B-4 CP- 55650 MAN ROAD CORP A�G/EG EL 3272 GROUND SURFACE FL 323'1 MOUND SURFACE EL. 525'k GROUND AIRFACf EL ]25'1 GRGIIND SLRFAC r 56560 ROUTE 25 F v 1 Dux aw:617x. I I 1 Drmc elw.ar Law r 6117 ar Inw,m w\ i`y �i' \ 3WTHDD, NY 71971 ar Law I I (OMIT u) III I I 1 617x.mr LOW I I J �h T 40 (axn u) I I 6N. (IT D.$) III fa)DI-u) I I USE CONVERTED RESRIEIILE ,p eua wror a Lank 617x.mrr D.a '\X . / /\/ `\ `\ / �\ % \\� \/`•r ` \'\ N ! ANNA MORIN a N auxr_RDms Mart aw:tt RW% J J\ \ \ '•. \/ rl y` \/ J / ( �r `x Man ux:muwsx- Mart eml sum. Isp o-es m.w.nwTs �• / /� \ ' \V\ y>�(\C V\J �P�`V SW HARBOR ilg71�E m wA\a m Nu�sDLr 5 / / ')\/ / l \/\ /X aCOX-) muNAaranui¢sm. uoxr mm�mLClnsx- \/ ( \ �✓\ \ \ '` h \ T,DEM f4xF0.5) m aA\eL(.9.) LOT` �'\ / \ /\` �` \ \ \.•r\ ., \ \ r \, `/\� i /\ /� I O ANTHONY! DORIS ID CxINMTaX Slim m 10 DmDWNMs1'- ID /' O] 29D TOM HARBOR LANE ISFX s) MORA �X\ "\ \ /\ J` /\ OO• MATIESRCH TA a1Aw Cnrullr swD >( / \ X` n C / SOUTHOLD, NY 11971 V'Xii-ns) }\ l )\ `,( USM RESIDENTIAL LOT ualT iW-TM w !H- sEc ssWe 6 IDT m., � `✓ &C.T.M. NO. tDD -11 -03-17.2 RESIDENTIAL ax.,x.,:r.x:N,D / \/ \ / LAND NOW OR FORMERLY OF IR awµm.sruD tti auw. 5 ualT W.-T.swa PETER MEYER. JR. /\ TION (s%o-L.S) 650 MAIER PLACE " \ / /\./�1 / ANTNWY 2U9IONCN VEeETA LOT 33 (sx ) (-XE-Au) USE TM01Dwits Y 17977 ( '�kr `/j\ \X` SDU�INYRO cn 25 MOWED AREA H LLIAM \ WIWAM !ANNE j' `• / /�/ /S ZONE 1160 555 LOCUST LA\ ' USE: SFR SOUTHOLD.NY wLauW- L ND N N0. R FORMERLY OF 119]1 anulRa. D rS.C.TMJNO' NO OR FORMER 3-17.3 S AND N0. 1800-R3-03-1 F LANG NOW OR SCOPRLY OF LANG DW OR FORMERLY OF LAND NOW OR FORMERLY OF VALERIE M. 5COPAZ Ug: SFO l-Xn-as) W. ANTHONY Fs ROUT MHCEAD OOUX' ! TIRANA DOLOMITE ADDRESS LD. N ROUTE 25 11 LOT 36 LOT 34 •• •' •• MDSOUT LD. N ROUTE 25 ADOREST LD, N ROUTE 25 ■ SWTIiOID. NY 11971 L 111 BARBARA TUE ! NIONOE ROYL SCHWA •• •. •. SOUTHOLD.. NY 11971 SOUTHOLD, NY „971 ■9 ZONE IM 310.00 E NEW N 365 LOCUST LANE pwr T.M.D. END DF BIXRING 25'-0' END OF BIXRING 25'-O'• END OF BORING 25'-D•• Mx,DL A ZONE. NBC ZONE. R1M1 ! f 1p USE SFR 1 ) 566TH ROUTE ZS SOUTHOU). NY 1197 TA gA'rL Ug; SFR USE SFA N- �•-'-� 1 A N +" . rL. •y^.r I SWTUOD. NY USES USE SFR (sXL-•sl Spp� ORICULTURAI - i a O7Mx usEMunPLEuses POET-A N \/.��; �.-.. 2� / \S ���/\ 3 CLA52FlCATW CGS6IFlCATON CLASRFlGTW Orr. OLD FIELD/ Dp m \ \\ \ \ Fc-' /\ !/ \\ LOT 35 a•-\c SHRUBLAND N e�278 N ^ �\ \\� \\\ 'xo1N.r NAN A LTO ! ROBERT RBLLY JR 66x. art e�sum. ' y6•' ED 11 il; % \ \' \\ \\\\\ / \y\ 171/ E ;\ lu ll mP4, 2GERARD 9S LOCUST WHE SOUTHOLOLDNY LANE IM (g%..$) \\\�\ \�\\\\\ \•� \ \ �\ ' mm 5 USE. SFR FIND OF BCRING JS'-0'• �\\ SOUTHOLD. NY 11071 U50 SFR \�"ar.�- D7✓38'10•E \ 4 \\..,i, S1 _ _ �' _ \ \\�'\� \� \,v \/\`I� \\ \ \�` \\i\\\• I� 1 .1 \ • \` y/iy/i'%% i\ \%% i•'a / O LOT 37 LOT 36 A A ( ap91 sWnILAND CORP DEBRA L ! ANn1WY CU59FlCATON W TREE - \\ 1J \ •.7 \1 �,./�\/� ,� I 56160 ROUTE 25 SOTO LOT SOUTHOLD. NY 119711 LOCUST LANE 30.1 $ \. 9B=1.{ 68_15 so a I \ \\ \ \\�\ \Y \ �/�,�,//�, l%/�// / /j 1 �•� USE COMMERCIAL SWTHgD. NY 11971 _` -� FL 295'2 GROUND SIMRACE EL 26.72 WiglND 511RFACE R. 26.64 GROUND 91RFACE EI_ 3a.]'2 GROUND SURFACE \. t Z BLDG usE sR `_� P SID \ Q 1 D,Ax 16x.acuac MMM 1 DnN mr CSW,TA RxE 1 I 1 Dmf.-DNx UK,9971 InAll I 1 oAx cma m I\ gg n (x-]01-es) III sum(a%n-es) III tn.ME WO x I u III a .....\ \ �-� n � \\� \'\\\ x (ORAL\• /\\/.\, I a g'( 916 1 •� ( 7D- ) \A - 1 x � ./ YRY aT LOW xM.-IIW.Yx. em.110R MM. 9Ltt iR6 SVm. ` � \�`N LOT 2e \ ` vc FlxE WD sWD,m.ar me sumr sys aa TR Dmoc Boors 1 t `Y\ TIMOTHY ! V. (a0fI1-,s pUW2.mors 9* \ 21 5 ucm Emn' uwNaw.' Mart exL- alx.-uxlr\e6x LOT 1.2 \ y\\\ /1' «D \\ \�•\\ .� \ C 178.00 Dt N •45'20'! \ 3W T LANET`Lj� 5 5 40 5 Rry wm lnul 1DNN OF SOUTHOLD \\�\ 1\ �M \\ -� - - - it I \ \1 \NY 11071 1AIN1£Iraq sNa. vrllaxmx a,.wa:,ulD. • aewa Mai svm. 170easssN AwuE -- t- a 111 D II p •1 Ap4a ar Dn(�o-e6jLn ansa SOUTHOLD. N 1197 \ \ '1 \ ,�' \ ^^ ¢ - -_ 5 \\�\ "\ '� 1` '� \_ 1 ' SGT.M. NO. 1000-63_03-14 I• 1 \ \ USE PUBLIC (NEC) -L.L P \\ \5 \ N \ \ _ \ k=C' \(� t $ LAND How OR FORMERLY OF ( \ z4,, \ ID lD lD uwr 617x: fsxe-aa) N \ \ _ \ ` ^\\ \\ n _ \` \ \ ,\ ,�„ o r WGEN ! MIREW TOMASIC \ swo, ID aw+ce ew±'IswD p t \ �. I ADDRESS: 56475 ROUTE 26 Z \\\ \ J4- �. - \\. \ N p1D AF�t1\ l `^\ -�' m SOUTHOLD. NY 11971 1 0 LOCUST LA!(F, INC \ Trt mLw. Tn.auWr.mi \ 1011 (N ZONE: He LOT 2$ \ 191aW91-01mICe ISrXe-66) (4Xr-651 \' _ UTiOLD, NY 11971 DO sum _ m \ \` 1. \ . \` USE COMMERCIAL Y6wAM CCQReETT USE RESIDWTALILOT 455KMM 1HOAD 5 4 xo-es) mums P`3 \\q .\\ \ ^`\\\ \\\ m \\ \\ l I \ \ sWn(aD. NNY 1127, 5 5 5 Ob \11 -\ i ) '� - \N 6 TNI 6W0. (SPJIa-IS) l/ . l`> 141_ \ \ \ USESFR \ RunlvfavnsE aWu aT 4 / \', �`\ t \ 1162 \ I 3 SCTM. D. 10D-O3-PT-13 \ I tn.auw. Mart Lull:TUI \. \ \ \ _ \` LOT 222 S t \ \ MX-EA) sura,Ta 6-Tm f, \ '\' .` \ LAND NOW ON FORMERLY OF O \ 1 \\ c � ` �'\�•^ \� \ IQi MOLLEN REALM -7 \ \\ 4 c JANEF L RYAN \ 1 ADMtESS 50.165 RWiE 25 UROUTE 25 \ Ft Um..SOUTHOLD. NY 1147E \ \ 1.D'110ryII Y. gam' `\ \0 \ 'SII .T �� s •io-18 A \ \ . y '\ ` .\7�C nm 6W Z • N�119]1 USE CdOlERL4N. BLDG USED SFR - 16 \ KURI \ unrt 6mL sum. Mair eWL ruI swD. - \T TATVID �\ °ERR AGB rg auu aaMSEL m n\ 2 5 J I 5 5 • ey: IIEHr sa-Tui • MAT. W x' 5 \\ \\ J\ R 15 aTWlr enx saxD nWr. 1\\\\ \\ `O I 1 I\ \` - ( `N NOS'30'S0•W N P &CTM. NO. 1000-63-03-72 i"- \\ \\ % 7, 11 11 •, p•• (m)(mFnaLss)L axT. \ 1 '',5 O \•N-Ln LAND NOW OR FORMERLY OF - \ \ U \ \ 2s•-2' PRIES REALTY HOLDING LLC YOUNG �DSOUTHOID.7NYR11WN � 25 -_ \ \I \ \ 6mA-uprt emL solo. m. D, Ta°Nauw.s9Lr 0 - \ rR axnw. SC.TM. N6 100E-FS03-291 WOOQ USE AUTO REPAIR sx. • ELAND ZONE XB I LOT 225 MULLEN REALTY •' •' •• •• \ \ \\ \ LAND NOW OR FORMERLY OF = 58310 ROUTE1pp5 \\ \ \ • • ' \\B + N a \ CHARLES W. WIME SOUTHOUL NW 17.. 1,271 BS ADDREW215 ROUTE 25 �SB-RiTD „"� \ \ 6 • 1 Sq THOU). NY 11971 6 Ryp OF BORING SS'-D'• END OF 60WNG d5'-D•• IH5 END OF BORING 35'-D'• \\\ \ro - -- \ \\ ENO OF Ba11NG 35'-0' zow- He \\\ 05' '60' USE STORAGE I _ - \\ \ CLASSIFlGTDN CLAS9FlCATW CLAS9FlGTW G ClA59FlLAT0N 1p 51.34' LOT 1.1 NOTES: STELLA ! PETER NEPER JR. 1. SOIL BORINGS CONDUCTED BY SOIL MECHANICS DRIWNG 1070 B(RSWEAU AVENUE PT PLI1, COQ. ON MARCH 23, 27 & 2S, 2006 SI- FARMS -� SH, N„971 UE SFARDANIEL A. PMWCOA 2 CONTRACTOR ALL REFER TO GEOTECHNICAL ERSAP NOTES: U �• 5 pTM�H LANE ANONAL INFORMATION EPAPPIL 4, 2006 FOR 1. THERE ARE NO WETLANDS ON OR ADJACENT TO THE SLE. LOT 10 USE: SFR MICHAEL. !ORS MILER 2. THE PROPERTY IS NOT SITUATED WITHIN A DEEP RECHARGE AREA. THE SM IS NOT 58123 ROUTE 25 Lan SITUATED WITHIN THE BOUNDARIES OF A SPECIAL GRWNDWATER PROTECTION AREA. USE- SID, NY 17871 O LOT 14 3. THE SITE IS SERVED BY PUBLIC WATER SUPPLIED BY THE SUFFOLK COUNTY WATER USE SFR O = AUTHORITY. -LOT 12 4. THE SITE IS CLASSIFIED AS *ZONE X- AS PER THE FEDERAL EMERGENCY LOT 1S MANAGEMENT AGENCY (FEMA) MAP 158 OF 1026. Q LOT 25 -MULLLOT EN pEALTy5. THERE ARE NO AREAS LEGALLY PROTECTED BY THE COUNTY OF SUFFOLK, THE Q. PRESSER M WTTAGEMA( = - TOWN OF SOUTHOLD, PRIVATE TRUSTS. OUAUFIED CONSERVATION ORGANIZATIONS (,347 56025 ROUTE 23 SWTLD HO .N'FT1971 KEY: OR OTHER ENTITIES OR AGENCIES ON OR ABUTTING THE SITE. SOnMA NY 11971 U3Te-L9YMERfJAL LOT USE CONVERTED RESIDENCE EMERSON C JR MARY 6. THE SITE BORDERS A STATE-DESIGNATED SCENIC BYWAY. ! USE HATTAGE P LAND NOT IN AGRICULTURAL USE 7. TUE SOUTHERN AREA OF E SITE IS THE ONLY SECTION THAT CAN BE SEEN FROM r� 160 COTTAGE PLACE A PUBLIC ROAD. JOSPEH AKSTEN t USE. SM N/1871 g i PL TA COTGE USE SFR 8. THERE ARE NO HISTORICALLY SIGNIFICANT SITES OR STRUCTURES OF NATIONAL, 120 COTTAGE PLACE UNPROTECTED LAND IN STATE OR LOCAL SIGNIFICANCE ON THE TRACT OR ON ANY ABUTTING TRACT. THE SOUTHOLD. NY 11971Om AGRICULTURAL USE SITE IS LOCATED WITHIN AN ARCHAEOLOGICAL SENSITIVE AREA. ARCHAEOLOGICAL LOT 9 m m USE SFR INVESTIGATIONS (STAGE 1 AND 2) HAVE BEEN CONDUCTED BY THE INSTITUTE FOR CEDAR FIELD REALTY, LLD. Sn LOT 103 LONG ISLAND ARCHAEOLOGY. SOUTH ROUTE 11 LOT 6 MULLED REALTY RESIDENTIAL VEGETATION S. THERE ARE NO TRAILS ON OR ADJACENT TO THE SITE. SSE REST N7AL A CEDAR ROUT REALTY, lLC SO NOBART ROAD � \ � USE RESDENTAI ACREAGE 55765 ROUTE 11 SOUTHOLD. NY 71971SOU \,\f\ \ 10.THE SITE IS NOT WITHIN OR CONTIGUOUS TO A CRITICAL ENVIRONMENTAL AREA. USE MUL7OUC. NY 11971 USE AUTO SAI THE SITE IS NOT WITHIN OR CONTIGUOUS TO THE CENTRAL PINE BARRENS. AND IS USE MULTIPLE USS (SUCCESSIONAL OLD Fl SU SHRVBLAL NOT SITUATED IN AN SGPA. (SUCCESSIDNCO OLDMU FIELD & SUCCESSIONAL - SHRUBLAND COMMUNITIES) 11-„NOIENDANGERED, THREATENED, RARE OR SPECIAL-CONCERN ANIMALS, PLANTS OR pp,, NATURAL COMMUNITIES, AS CLASSIFIED BY THE NYSDEC NATURAL HERITAGE pw f f r YOUNG YALOlANO " PROGRAM, NYSDEC OR THE UNITED STATES DEPARTMENT OF THE INTERIOR, WERE (SUCCESSIONAL SOUTHERN HARDWOODS F COMMUNNF) ND AT THE SITE. 9 res LOT 751E E COCHRAN 12'1yERE'ARE FOUR VASCUAR PLANTS CLASSIFIED AS "THREATENED', WHICH OCCUR, quo LOT 6 200 BOSSEAU AVENUE t .0 MAY OCCUR, ON THE SITE OR IN THE IMMEDIATE VICINITY OF THE SIM. LOT 27.2 Nva \ \ MOWED AREA .�I O. LOT 0.3 CROUSE E ! SWTIHUIsE A 179]7 PATRICK WLLEN JEAN W. CWHRAN USE: RESIDENTIAL (NEC) \ ('TERRESTAL CULTURAL'.COMMUNITY)NEALTY 113.NO�MATIRE FORESTS WERE IOENTFlED DURING THE JUNE 2°02 ECOLOGICAL L• �i4•z 40 COTTAGE PLACE MULLEN 3OO SOISSEAU AVENUE 270 BOISSEAU AVIBN A� Sl� VEP: I- SOUTHOLD. NY 11871 SOUTHOLD. NY 11971 THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS o (>! SOUTH=, MY 71071 USE:- APARTMENTS usE sR - DATED FEBRUARY 15, 2006 AND INFORMATION PREPARED BY FREUDENTHAL ' USE RESIDENTIAL(NEC) gp.PW,,1AT�" OCT ? 1 2008 THE E ARE NU KNOWN UNIQUE NATURAL OR GEOLOGICAL FORMATIONS ON THE SITE & ELKOW)TZ, CONSULTING GROUP, INC. DATED OCTOBER 8, 2008. �O (* ') \ _ ' THE EJECT PROPERTY IS NOT ADJACENT TO ANY LAKES, PONDS OR OTHER ' L WATE WAYS. THERE ARE NO RECREATIONAL AREAS ON OR ADJACENT TO THE SITE. ■ E ■ SOUTHWOLD MANOR EXISTING RESOURCES AND SITE ■ ■ RMS ENGINEERINGGPEGGJ S Go9 ' ANALYSIS PLAN (ERSAP) SITUATED AT p Z 5ti �z�7j1/v V m ■ ■ ■ Robinson, L'°'"' 4 APPLICANT: 6687 END COUNTRRESOURY ROAD, LLC OWNER; 56656 A BIRO COHEN Muller Q Schiavone Engineers, 1� C ATS ae7� ��Q SOUTHOLD 868 OLD COUNTRY ROAD, SUITE 901 68856 MAIN ROAD \S3 NALENc,\� GARDEN CITY, NY 11630 SOUTHOLD, NY 11971 OWN. BY; CHK'D. BY: SCALE: SHEET: 2. 10.17.08 GENERAL REVISION MKA 6a5 TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJs 1" 80' 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB NO.: f� No. DATE REVISION DESCRIPTION 6Y OWD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 76087 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 v S.CT.M. NO. 1000-63-03-16 S.C.T.M. N0. 1000-63-03-17.2 LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF VALERIE M. SCOPAZ S.C.T.M. NO. 1000-63-03-17.4 ANTHONY ZUSTOMCHHH ADDRESS: 56755 ROUTE 25 LAND NOW OR FORMERLY OF ADDRESS: 56815 ROUTE 25 6 p SOUTHOLD. NY 11971 I = VINCENT DOLOMITE N ILEANA DOLOMITE SOUTHOID, NY 11971 G ZONE HE *III = ADDRESS: 56861 ROUTE 25 ZONE: ROD CORNS GARAGE TO BE USED USE: SFR w S.C.T.M. N0, JOUD-63-03-17.3 SDUTHOM, NY 11971 USE SFR FOR MMNTPNAX AND LAND NOW OR FORMERLY OF ZONE: HBO PROPOSED Y-0'HIM CRIFN STORAGE ANTHONY FORGONE PROPOSED FATE USE: SFR VNYL COATED CUN UD(PENCE ADDRESS 56815 ROUTE 25 DMMRAY. (TTP) TATA SLATS, FI,P) m SOUTHOLD, NY 11971 "S" h,tl9, mw - ZONE: R80 36' 0°k usE: SFR R a PROPOSED I6ARM ) 622.78' ;G N M 507'44'40"E 310.00' = 3 o $ PROPOSED PULL DEPTH ASPHALT S07*38'10"E ——————— .: SAWCIT. CONIMCIOR SHALL IIEPNR --------.----- - - 24' wNN ANO RED. (M)PNPLT 9:CIION AS R �. —— x R RECRRR. (TIP) --- - -— {----- ---- — — oFRMIE mED w a 1 —— — PROPOSED WOOD DECK q•w ,� P - °E ,e. 0 � V` 1 REFER TD ARCHITECTS <• 3 ` wTallc ( ) UN7T'lA' UNIT'3B UNIT'IA' AFFORDABLE NOUSING 8to Q rE %1D1 1 AREA vi UNIT 3B 'R4' 3 UNITS "°Ik OR \D {A Ul1DING A-1 COKREO PORCH US MY ^ "•C N `I `I *a 8UlLDlNGA-2 ff PPII 81111DIN19 C-f uNIT'2A' 0 66 ? 2za m.a F. \ BUILDING C- uNIr2B Qc e 1 UNlT'28 � UNIT TO \ POOL b UNIT'3A' 1a PROPOSED POOL nE Aw ExcOs1 \ '" 26• WALNUT @ R REFER TD AACOTECTB PLANS PER 1 a 2 FURTHER NFOxWDON (ETA) 1 '.a M4' O UNIVIAT UNIT'3A' � _PROPOSED - P�,, ` o ^ EMSDNG UiED R POLE 10 BE E--• \ 1 (Tn) "VA i. . >�: a PROPOSE ACO RFLOGTm BEHPLD O a R . `, :. CONCRETE MR (PROPOSED a,M) - .' ,- ' - .. - ._. . SHALL�NATEO°THE ARE`IORiMIRCH !� In 1 , d AYp •-.: --- --- -- 2 Z OF THE POLE M WIFEE.S DIRECTLY C'a Z o Pap A4' L 14a pA��51�T y _ —— ——— s S a WITH UTILITY COMPANY. ,� 1 1 3d ... UCJR. (EYP) S G— ----- - --M - ---10'WALN P� Zp 1 1 STORY °" 'CRo• —— m AMENITIES - : ...,:..a:.: • ::.::...: .... <:.... ._ . .. ._... i {{uu lmme al9n Daafa P. z � I1 ` BUIU)ING � uaX d MANOR DRIVE 0 178. 0 N04'ZI ' 0 W / \ 1\ 2.246 SF e Jl 3 w I o 1 �9 pCTOR � x�SPRROPOSIDrw mNM1WERY GROUND AT LOSE AeD70 _ ,Ao, Ayd ''!o• I i $$ r m os 1 O W a. q•d 116. v PROPOSED M I MUSME-03-1F BO ( ) AND W R FOR 1\ 0-4 Q0' O UNIT'3A' UNIT'ILT —P UNIT 3A' T0. I 1sa EUGEN h MIREUA FORMERLY OF 1 UNITY? ADDRESS: 56475 ROUTE 25 P"AWHO STYLE PERP ma (TIP) a ; I I V) SOU ZONE: H6NY 119]1 1 I "E USE: BUSINESS \ 1 UILDING B-1 I I 1E ` 1 1\ a BUILDING A-3 UNIT28' y9 BUILDING A-4 "" BUIL/DTNG C-3 o 1 UNIT 7A' ik UNIT 7A' I I I Eo 1 4a ` \ UNITYA' DTEe UNIT 38' �•1' UNIT'3LT UNIT'IA' S.C.TM. NO. 1000-63-03-13 / LAND NOW OR FORMERLY OF / ��rN ,ASN •'p. 00 JANET L. RYAN Ln ADDRESS: 56355 ROUE 25 ---------- -- --- I n SOUTHOW. NY n971 SIGN/ ----------- ZONE HE PBOPOSFD R'-a wal cusp Mnri 1 � — ---------- — ----- — --------------- J COATED CLAN(NK FENCE WITH SLATS 1 I 00 z�m USE SFR SCHEDULE (TTP) \ 1 / /^---------- ----- ---- - - - - ------ — - -- ----- - -- — -- - -- -- -i = I SYMBOL SIGN T)PE N.Y.SO.O.L � --- -- -- GB 1 "STOP" SIGN R1-1C PROPOSEDDULIPSTER RnOSME (TWD) i 1 616.57' 12 'HANDICAP PARKISIGN Ph8 N \ \ J PROPOSED IV RORER N05'30'S0"W 1 NG• PROPOSED TRBLSMIN)OLA, ROPER TO 1. SIGN POST 'MINUTE MAN- BREAKAWAY SYSTEM BY MARION 0- 1 N_ ARCHITECTS PLANS FOR FU(T ER RRNC NATIVE DiFR ID BE STEEL COMPANY MARION. OHIO OR APPROVED EQUAL PROPaSPD R'-C NNN 671@E NNn S.C.T.M. rv0. iOD0-63-03-12 2. 2' MADE STOP LINES SHALL BE PAINTED AT ALL STOP O COATER LIMN UNK PENCE WFTH SIAM iRANSPLWIR 7D 15'tlmE BIRDER AREA. LAND NOW OR FORMERLY OF1.4 S.C.T.M. NO 1000-63-03-28.1 O PILLES REALTY HOLDING LLC L O SIGNS LAND NOW OR FORMERLY OF ADDRESS: 56275 ROUTE 25 CHARLES W. NUKE SOUTHOID, NY 11971 1 3. ALL SIGNS SHALL HAVE A MOUNTING HEIGHT OF 7'-0', AS ADDRESS: 56215 ROUTE 25 ZONE: HE MEASURED FROM BOTTOM OF SIGN TO FINISHED GRADE SOUTHOLO, NY 11971 USE AUTO REPAIR I N05'30'50"W u5E N TORACE 4. ALL SIGNS ARE TO BE REFLECTORRED. 51.34' 5, A MINIMUM OF TWO CROSS BRACES SHALL BE PROVIDED \ ON ALL SINGLE CHANNEL SIGNS HAVING A DIMENSION \ GREATER THAN 24 INCHES. BOISSEAU AVENUE (TOWN OF SOUTNOLD - 66' WIDE) I i oc1 21 zoos �I . H ,L THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN I_- MINTO, LS DATED FEBRUARY 15, 2006 ■ ■ ■ gjPTEOFN SOUTHWOLD MANOR ALIGNMENT PLAN ■ ■ RIAS ENGINEERING P�GGJS i� e 09 1 SITUATED AT ■ ■ ■ Robinson ��""�t1 m * APPLICANT: EAST END RESOURCES, LLC WNE •ALBERT 8 RITA COHEN Muller & Schiavone Engineers, PC _d �m SOUTHOLD 686 OLD COUNTRY ROAD, SUITE 901 66655 MAIN ROAD ' oT X6387 ��`� GARDEN� CITY, NY 11580 es rorNALE�G 90UTHOLD. NY 11971 DWN. BY: CHK'D. BY: SCALE: SHEET:,, TOWN OF SOUTHOLDSUFFOLK COUNTYNEW YORK 2. 10.17.08 GENERAL REVISION MKA GJS MKA GJS 1" D 40' 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB NO.: lo. DATE REVISION DESCRIPTION BY CWD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State LIcanse No. 76887 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 SP - 4 07.10.08 07.20.08 2005-196 DRAINAGE CALCULATIONS DRAINAGE AREA 1 = 121,918.8 SF STORAGE REQUIRED 2 i.95 ROOF AREA 19,161.0 SF x 2 IN/(12 IN/FT) x 1.0 = 3,200 CF IMPERVIOUS AREA 36.259.5 SF x 2 IN/(12 IN/FT) x 1.0 = 6,056 OF 2551 25.86 TURF & LANDSCAPE AREA 66,498.3 SF x 2 IN/(12 IN/FT) x 0.3 = 3.332 OF TOTAL VOLUME REQUIRED = 12,588 OF 94 ENSIINO SHEDS TO BE ROOM AND 2669 25.5x ENSONO fRAIFL DRlloym 10 ff 26.16 �� � (TTP) .BB 25.69 STORAGE PRONGED RDIOHD. (TIP) (Q 1-O DM, • IV E.D. LP 26.04 (11) 12' DIA. x 12' EFFECTIVE DEPTH LEACHING POOLS DRAINAGE AREA IV 25'62 tAlOPOSER SMRARY OR ADD REFER ii POOLS x 100.9 CF/FT x 12' EFFECTIVE DEPTH 13,318 CF (4)7Y DIA r 1Y ED.L78 unutt PUN FOR txmi. MP) TOTAL VOLUME PROVIDED = 13,318 CF INFORYA1gN. MP) C 26.35 (f) ItY NA •11' E0. IP P 27.50 ca-s 26 - �\ ac 25.85 c z5.es MAS DRAINAGE AREA II = 7,860.6 SF w 1-n 01)12' DIA x 77 ED. IP'S L09-3 _ ec x5.35 ec x5.35 310.00' 30.24 �7- S '44'40"E 9. STORAGELRFOIIRED IMPERVIOUS AREA i P x023 -7 P x850 LP- - x27 ae +zzs7 n N - \ - �/ _ _ TURF & LANDSCAPE AREA 5,151.7 SF x 2 INA12 IN x 0.3 = 259 OF 1 N x7.90 _-- - - -- - N ° P 28.20 ---- " S' � rvvei Jnv�.vo. 25.85 /(12 IN/F7 x 1.0 = 453 OF 1 31.20 ,T ,° \ ° - .- 15.55 - 25.4 5 5 125.70 x .00 11 � o � 2 1 " � � -- -1 � as zs.03 Ece-4 TOTAL VOLUME REQUIRED = 712 OF z7es 22. 111 M s S07'38110' E - �` -,-- - - --- ----- _ - :.� . - - - - x5.87 --- ,.^- --- � �i»~` - -- - - 2528 "4 --- -,. • 26.0 � 1 \ ----- -- -- 2 x2b. 4 � i \�s � STORAGE PROVIDED z .e1 � 11 1 Il X32^ -- B 0 DIA. x 11 -------- / 26.6 1 / FDym � � \ � �\ f0 ° � (1) 1 EFFECTIVE DEPTH LEACHING POOLS ---- \-------- - --\----- --j.- _ - -- - \ "z f 'A \ � e: I 1 POOL x 68.42 CF FT x 11' EFFECTIVE DEPTH 752 OF 11 C> s 5'39x 2594 xp TOTAL VOLUME PROVIDED = 752 OF x558 zs.7 x27.09 "z7.. 2� 1L _ 2 6.00 9 / _ UNIT'3B' (x850 y \ C2550 I 2c l AFFORDABLE 11OUSINGRID6 „ o p �O 3035) UNIT'IA'� �t ec x5.00 L,\ DRAINAGE AREA III = 6,289.3 SF aD 111 1 1 11 .� 1 z ° '�-. UNIT'IA' - y 1_ r 3UNITS Q x0 UNIT'38 l3oAs • �9, sYS>..:'. ' � _ 2850) L � LP-14 ° 1 _ � I TORR. R O IR D \ o \ =t f F aP-e' ` $950 (26 DD / :.�` h IMPERVIOUS AREA 2,596.0 SF x 2 INA12 IN/FT) x 1.0 = 434 OF 1 11 1 \ • 33 \ I s 71 `,�, / of !. NRF & LANDSCAPE AREA 3,693.3 SF x 2 INA12 IN/FT) x 0.3 = 185 OF UNLU IT7A' TOTAL VOLUME REQUIRED = 620 OF 3D - _ GR 25.3 i� •2 63 \ - ECB } e 5.2Egx5.e3x�2 .n �f 8 � L n O r � (FFD. .5D) �o afi to„ 'ro 23:85 / UNl1�'B" (x8.50� 26 a° SJ � 25.662 1 32.15) BUILDING C / /. ' BC 2549 5.61Du 110 fig, \ UNIT'2A' O 3D�) a ? / r� \ (y ( 0) o g STORAGE . x 10' ED \UNIT'28' ku" \ ,/ � UNIT'3A' - � � rvr C`tb. 6, (0) - y � 1 10' DIA. x 10' EFFECTIVE DEPTH LEACHING POOLS iL J 28.60 -Ce-2 C 26.00 ( ) 1 111 1 1 C00L 0 (��2 a) / \ 7 2 \ 6j25 ) BC 25.53 2 POOL x 68.42 CF/FT x 10' EFFECTIVE DEPTH = 664 CF LJI � \ / \ ) TOTAL VOLUME PROVIDED = 684 OF s#NIT'f8 1 111 I 1 1 O \ \ \ UNIT ail' z;� \ \ ) fs (x8.50 A 'T N3 ,� ,.� ; ,i 3 ! 35 z�, 25.59 1 111 1 1 1 O Q UNIT'IB x955 29.81) \ / \ s � u- m 121 25.54 x DRAINAGE AREA IV = 40,839.8 SF 127 � - -s D� : - s 97 b� le" w S°_^ _ .Dax 2577 x 2.'.58 STORAGE REQUIRED / 1 111 \ 1 J ` /y \\ \ (30:35 -9 I.P-7 \ / lP-5 -' 6�w-io ✓r,^^ r' ra o ROOF AREA 83.0 SF x 2 INA12 IN/FT) z 1.0 = 1,451 OF 1-P-2 '`T 25,7+ '-•SFS-, ,_ ---« _ _ _ 2b.pD IMPERVIOUS AREA 7810,189.4 SF x 2 INA12 IN/FT) x 1.0 = 1,702 CF TURF & LANDSCAPE AREA 21,967.4 SF z 2 INA12 IN/FY) x 0.3 = 1,107 OF O bJ (D O) � (D) J,� � 'Pi�--- -----w - -- ---- ; I TOTAL VOLUME REQUIRED = 4,254 CF N 1 11 \ 1 (TC 31.50) x31, p LP-4 e2 \ rsr..'r'a.-iflifiV mm _ 26.05 LP-17 1 11 \ 8U/IDING }( �j STORAGE PROVIDED r ra - zr fi 1111 \ 2,2 - C 31.00 N044 ' 0 W Ece-t (4) 12' DIA. x 12' EFFECTIVE DEPTH LEACHING POOLS 1 1 \\ 2 g¢SF P 31. \ (D)-9. J �� . �7$. ... "" ' ce-t GR 25.42 4 POOLS x 100.9 CF/FT x 12' EFFECTIVE DEPTH = 4,843 CF (2h1e) _ Vf 1 1 1 AMENITIES J z 1 1 1 �°dam,�. � r C> Z 1 a . nv � d 1 11 \ 1 (EFL 33.005' . c� oo x_25 P-z4 29 DMB-I s,7a �_I ce a _ (28.85 -20 1''3i 25.37 2x'36 TOTAL VOLUME PROVIDED = 4,843 OF 0 1 BC 0 5. `�.. ECB-2 2553 25.46 1 f 27.31 25.51 C 1 111 \1 p) C 1 111 \I \ \ (D) - (O ro) (zs.tt (2e) - I I x �m DRAINAGE AREA V DRAINAGE AREA V = 8,087.9 5F \TT 24183 a` r"- \ 1 °\ y ! \ y� i rzp � l2D � D) (D) .y °26,u I � � (7) 10'DIA x itl FD. !P STORAGE REQUIRED 41 1 111 1 \ i \ / - 1 \ \ �-` / �(1 3 IMPERVIOUS AREA 2,285.0 SF x 2 INA12 IN/FT) x 1.0 = 382 OF 1 11 32.30 Y 29.00 \ \ 29.50 >J 6 O TURF & LANDSCAPE AREA 5,802.9 SF x 2 INA12 IN/F1) x 0.3 = 291 OF O � 30. 6 I Y.z_s .}zl, �, � ,. � (31-00 J- - � �� w-1-e 1 /( / ) E,,, O 1 1 / f ) % k / ) °� S3 ( \ AND DS TREE O SEE REMDMn 1 D 1 / h. \ "J, �� . ,6 I AND DISPDgn a. (1w) W d 11 1111 Jz.34 x- J "x / O\ .y s'6 tet\ `�1 I TOTAL VOLUME REQUIRED = 673 OF 1 `3 UNIT'3A' ( / " UNIT'IB 0 UNIT'3A' \\ �/ J UNIT'ID' I �0�ppp STORAGE PROVIDED Z°5 111 1 (32.007• x}1 ,9 3D.n / \ 29.00) /�i `e91 / 126,36 LO (1) 10' DIA. x 10' EFFECTIVE DEPTH LEACHING POOLS 1 POOL z 68.42 CF/FT z 10' EFFECTIVE DEPTH = 684 OF 11 111 11 / / s 31- (�"33,0) ' is\\ ia� �\ _ ".� /(28.30) GILDING C-3/ I I III TOTAL VOLUME PROVIDED = 664 OF 111 74 1 ABUI'Lt2INGA-3 w\ UfLDINf�8�f 11 N �2 (31-00) UNIT'28' BUILDINGA-4 \ 'I I Q DRAINAGE AREA \4 = 83,3026 SF 1 \ I \ s / x UN/T78' I STORAGE REQUIRED UNl A:..% L: w o I o\ ,$ UNlT'2A' y 1 1 �(FTL 34.0 (� \ \ I / •. \ \::20.59 0 /L (EFL J0.50)., 426.5 3 ` ) J / .\ LP (FFl.;31.OD) 1 CU ROOF AREA 17,661.0 SF x 2 INA12 IN/FT) x 1.0 = 2,950 OF 1 \ 111 1 _ Sx50.'5 IMPERVIOUS AREA 24,382.7 SF x 2 INA12 IN/FT) x 1.0 = 4,072 OF P 23 \ X850 ZFSoj76UN1T 98 I I S TURF & LANDSCAPE AREA 41,258.9 SF x 2 INA12 IN/FT) z 0.3 = 2,068 OF 3280 111 1 \ UNITYA' UNIT-31F \ UNITYA' TOTAL VOLUME REQUIRED = 9,090 OF 1 1 111 \ 1 x32,2, \ )0300 6 n (z9oO \ \` I I o BC 32.40 31.OD) \ „i' • 1 Il 1 1111 1 SJR P-zs 0.'7 \ 1'27L N STORAGE PROVIDED 1 I (8) 12' DIA. z 12' EFFECTIVE DEPTH LEACHING POOLS X 33.15 la a _-- ----- --- - ---- I -- - x30,3 1 x2a62 - --- \ -- \ -- ------"2x.24+ I 0000 8 POOLS z 10D.9 CF/FT x 12' EFFECTIVE DEPTH = 9,686 OF BC 32115 1 1 1 1 1 1 „--� ---- (32) -- --------J TOTAL VOLUME PROVIDED = 86 OF 1 jo. 1111 - - - - - --- - -------- - - --- / 31. � 96 -- --- \ -- - \ --_-`��� ip DRAINAGE AREA VII =,6,123.8 SF BC 32.65 1 1111 Z 1 II / STORAGE REQUIRED 1 1 -616.5 P 31.85 P 29.00 _-N853WM�W--- 28 1 \ P 3125 ( 1 \ L-,11ALE ° IMPERVIOUS AREA 2.327.0 SF x 2 INA12 IN/FT) x 1.0 = 389 OF 1 1 111 N 1 / E Osn1c BOAT SIDRAOE TO BE a 29,22 X29 OF' BAGE" P 28.50 TURF & LANDSCAPE AREA 3,796.8 SF x 2 INA12 IN/FT) x 0.3 = 191 CF DRAINAGE AREA IX \ GENERAI. LIPIE LCB-2 REYDVED ANO MEA TO BERAINAGE AREA M DRAINAGE AREA NI TOTAL VOLUME REQUIRED = 560 OF 1 O: J 1 1 (2)12' DA x 12' F.D. ON \ F BOAT STORAGE DE9E ETeTm (TW) 1 (1) IS M z IV E.D. IP 1 11 E^ 1 y79 AREA (e) Ir DIA r 17 E.D. W's STORAGE PROVIDED 1 \ x31.23 i0 x30.41 3 2 1 111 1 )y p 320x N DRAINAGE AREA NII (1) 10' DIA. x 10' EFFECTIVE DEPTH LEACHING POOLS 1 111 13 1-L (1)16 DIA x 1N ED.1-P 1 POOL z 68.42 CF/FT z 10' EFFECTIVE DEPTH = 684 OF 1 111 \ ENSING MOOD FRALE AND TOTAL VOLUME PROVIDED = 684 CF 111 N05'30'50"W DEEMS AND DISPOSED W. 111 51.A45,51 ( ) DRAINAGE AREA \41I = 5,776.5 SF 11\Ix70RAC AGE REQUIRED 30.20 33. a DRAINAGE STRUCTURE TABLE IOTURFF & LANDSCAPEAREA 3,717.6 SF x 2 INA12 IN/FT) x 0.3 = 187 CF STRUCTURE TOP/GRATE INVERT STRUCTURE TOP/GRATE INVERT BOISSEAUAWNUE TOTAL VOLUME REQUIRED = 531 OF LP-1 29.00 2262 LP-24 29,00 22"12 (TOWN OF 5001OLD - 661 WIDE) STORAGE PROVIDED LP-2 31.25 21.92 LP-25 29.43 21.96 (1) 10' DIA. x 10' EFFECTIVE DEPTH LEACHING POOLS LP-3 30.30 21.44 LP-26 31.00 27.00 1 POOL x 68.42 CF/FT x 10' EFFECTIVE DEPTH = 684 OF LP-4 30.55 21.90 LP-27 31.50 27.16 TOTAL VOLUME PROVIDED = 684 CF LP-5 29.00 21.18 LP-6 28.75 20.54 DMH-1 27.67 21.65 DRAINAGE AREA IX = 14,002.7 SF LP-7 28.20 2D.27 STORAGE REQUIRED UP-8 27.00 21.16 CB-1 24.50 20.50 ROOF AREA 5,853.0 SF x 2 INA12 IN/FT) x 1.0 = 978 OF IMPERVIOUS AREA 1.401.0 SF x 2 INA12 IN/FT) z 1.0 = 234 CF LP-9 27.50 21.30 CB-2 24.50 20.20 LP-10 26.00 20.59 CB-3 24.75 20.75 TURF & LANDSCAPE AREA 6,748.7 SF x 2 INA12 IN/FT) x 0.3 = 339 OF CAUTION TO CONTRACTOR LP-11 26.20 23.83 CB-4 24.75 23.75 TOTAL VOLUME REQUIRED = 1,551 CF LP-12 29.00 23.82 CB-5 27.75 23.75 NOTES- THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR LP-13 26.00 21.55 CB-8 27.75 23.75 1. ALL DRAINAGE PIPE SHALL BE 15" DIAMETER HIGH DENSITY STORAGE PROVIDED ELEVATIONS OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON POLYETHYLENE PIPE (HDPE) PITCHED AT 1.0% MINIMUM. (2) 12' DIA. x 12' EFFECTIVE DEPTH LEACHING POOLS RECORDS OF THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, LP-14 27.80 21.23 CB-7 28.00 24.00 2 POOLS x 100.9 CF/FT x 12' EFFECTIVE DEPTH - 2,421 OF MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON LP-15 26.00 20.92 CB-8 28.00 24.00 2. ALL DRAINAGE PIPE SHALL HAVE 2'-0" MINIMUM COVER. AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE LP-16 25.50 20.04 CB-9 27.00 23.00 TOTAL VOLU)AE PROVIDED, =,2,421`CF:"^:" - UTILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION. IT IS THE 3. THERE MUST BEA 10' MINIMUM SEPARATION BETWEEN ANY _ RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH LP-17 25.20 20.38 CB-10 24.35 21.05 LEACHING POOL STORM OR SANITARY A CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. ( ) AND THE WATER MAIN. - LP-18 27.25 20.59 LP-19 27.00 20.75 LCB-1 28.00 - 4. ALL ROOF DRAINS SHALL BE B" DIAMETER PVC (SDR-35) AT LP-20 27.00 21.18 LCB-2 30.40 1 - 1.0% UNLESS OTHERWISE SPECIFIED. IP-21 28.00 21.09 LCB-3 27.30 1 23.11 ' 'll' THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN LP-22 28.25 20.45 iI, QCT 2 2008 - ...� MINTO, LS DATED FEBRUARY 15, 2006 LP-23 28.00 20.61 J NEW y ■ ■ ■ SOUTHWOLD MANOR GRADING AND DRAINAGE ,\EGF D y� G'.60H� PLAN ■ ■ RMS ENGINEERING � 4 �� . }A SITUATED AT //�°M � "'L -' _ {. APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT b RITA COHEN ■ ■ ■ Robinson Muller Q Schiavone Engineers,, PV spa °rlsselPO�ca SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD R FESSION GARDEN CITY, NY 11680 SOUTHOLD, NY 11971 DWN. BY: CHK'D. BY: SCALE: SHEET: 2. 10.17.08 GENERAL REVISION MKA GJS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 1" M 40' 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE SP - 5 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS g SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 DATE: DATE: JOB No.: No. DATE REVISION DESCRIPTION BY cWD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 76387 07.10.08 07.20.08 2005-195 SANITARY CALCULATIONS ALLOWABLE FLOW GROUNDWATER MANAGEMENT ZONE IV = 600 GPD/AD. ALLOWABLE nW = 600 GPD/Ac. x 6.75 Ac. = 4.050.0 GPD S.C.T.M. NO. 1000-63-03-16 ACTUAL DENSITY LANG NOW OR FORMERLY OF SLAND. ND. 1000-63-03-1 F VALERIE M. SCOPAZ AFFORDABLE HOUSING BLDG 3 UNITS x 150 GPD/UNIT = 450 GPD ' LANG NOW OR FORMERLY OF ' ADDRESS: 56755 ROUTE 25 BUILDING A-1 3 UNITS x 150 GPD/UNIT = 450 GPD S.O.T.M. NO. 1000-63-03-17.4 ANTHONY ZUSTONCH SOUTHOLD, NY 11971 BUILDING C-i 3 UNITS x 150 GPD NIT = 450 GPD LAND NOW OR FORMERLY OF ADDRESS. 56815 ROUTE 25 ZONE:SHE I BUILDING A-2 3 UNITS % 150 GPD UNIT = 450 GPD sOuwOm, NY 11971 (I BUILDING C-2 3 UNITS x 150 GPD/UNIT/ = 450 GPD LANCE AD DOLOMITE & ILEANA DOLOMITE use SFR BUILDING A-3 3 UNITS x 150 GPD UNIT = 450 GPD ADDRESS: GEBELLD, N ROUTE 25 ZONE: RHO S.C.T.M. NO. 1000-63-03-1F SOUTHOLD, NY 11971 USE SFR / LAND NOW NY FORMERLY OF ZONE RBO (3)1'OLL K-COPPER BUILDING B-1 3 UNITS z 150 GPD/UNIT = 450 GPD ANTHONY 15 R ONE LASE: SFR C8_9 �° °� 'D IRS11C WATER SORMCES, (1) s BUILDING A-4 3 UNITS x 150 GPD/UNIT = 450 GPD ADDRESS: 5fiB15 ROUTE 25 PEA UNIT. (71P) - BUILDING C-3 3 UNITS % 150 GPD/UNIT = ¢50 GPD SOUTHOLD, NY 11971 (3)1•DI K-COPPER (3)1•m K-COPPER LCB-3 I 310.00' AMENITIES BUILDING 2.246 SF x 0.03 GPD/SF - 68 GPD ZONE RBD (3)1•qA. K-WPPER - _ DDMESRC WATER SER17CE5,(1) DOMESTIC WATER SERVICE$ (1) 1 S0T44'4)"E _ ACTUAL DENSITY = 4.118 GPD USE SFR DONESIIC WAIER SFTMCES, (7) - PER UNIT.(TYP) PEA UNIT (IW') cONcatiE PER MR (TYP) °\ 622.78' MONDMFM ACTUAL DENSITY (4,118 GPD) > ALLOWABLE DENSITY (4,050 GPD)* "OWNER SHALL TRANSFER/AQUIRE SANITARY DENSITY CREDITS S07'38'10"E --------- -------- ------ 6 E ---�------------ ----. ECB-4 --- - -- -gyp -_�---- -� - 18 "•n-- ------ � GR 2s.e7 TO ACCOMODATE THE fib GPD OF ADDITIONAL DENSITY AS ----u+1 -- ---- - --- -- NECESSARY. ---- - 101 I - ----- -------- - ----- NUKE m 0141 (0 OUTFALL X71 - AFFORDABLEHOUSINGRI DG ---- ------- r - -- --- ---- - 1B' - g4A5€ E-t m_ pV DESIGN OW -- --------- LI --- - -- 32' 23 : O SANITARY.-3 UNITS x 150 GPO/UNIT = 450 GPD cP 1 \ E-3 �a� UNIT31? B• a e• ) (INV.FORDABLE HOUSING BLDG (J TOTAL DESIGN FLOW = 450 GPD 1 IH-6 sux-3 UNIT'IA' .1 UNlT'fA' E-z UNIT 3B W _y Lsl \ Sy,IH_2 v-14 1 3 UNITS 0 b PTI TANK D--SIGN fo (y I REQUIRED: 450 GPD x 2 DAYS = 900 GAL \ 1 15' 20' 22_2 (3)E UG AIER R PROVIDED: 1 8' DIA. x 4' LIQUID DEPTH TANK = 1,200 GAL \ o (INV 26.5) INV 24.50) (S) UllDING A-f 5 P- �` 115 N DOI1Esllc WATEII SERNCES, (1) ( ) \ 12 (INV 24.50) O 3i' BUILDING Gf s�_4 UNIT 7A' O 13' �_/ PER OSE ) SANITARY FA('HIN P00 DESIGN BUILDING G /d S P_3 (IN 24.50) 7WHOD DAA EES R I AND 1 I 8UlLDlNGA-2 (k UNIT � y e'I S) \O ca-tD -- III ECB-3 � q 7ppHgIE/CIHIE SEANCE REQUIRED: 900 GAL/(1.5 GPD/SF) = 600 SF SLP-e aF L -tfi GR 25.31 1 iL S P-5 UN/T'2A' ^69' _D. LOCATIONS. (l P) (2) d DIA. SF/FT) = IIVE 1 UNIT'1B{�. SB-B m• 1 1 \ Y (INV 26.35) W 24.W RL_ul a2 UNIT 3A' P-t6 (D u y (i5B PROVIDED: (2) 10' DIA. x 10' EFFECTIVE DEPTH SLP'S \ P00L SB-6 if 1' .l +I6• ca-z PROPOSED A 9ERR \ \ Iry zs.es) ry1Ra„ 4\ ss' �_� (TIN 24.50) T AND ns, v p UNIT'lB' PROPOSED x» \ 6• V PERSM STANDARDS.(TVP) 1 K 11 1 70 (ury z4.5D sN _ Ql1TFALL 82 - BUILDING "A-1" AND BUILDING "B-1" UNIT UNIT 3A' O \\\Si >- __=a=_-(UI1U==_S;=_=_=_-ae= __ Ea(unU= OgITRAM SNNL COORMATE p rW) III - ( ) 111 A11 �letvN DESIGN FLOW pNv 2x.115) y 1711 ,lyo EUEUI CE URUTY CNEC AND (TIP) �pY' My UNV 26.5) SM-4 ` 111 to gpECily WM pwn.Cq,Pmy. SANITARY: 6 UNITS x 150 GPD/UNIT = 900 GPD \ �_ J SMH-5 �_ ' 11 u1 0 5 (Tp) TOTAL DESIGN FLOW = 900 GPD P-t0 p UP- r- 17rj %_==w 6° lit _9 �c '�lW -_ --- - - -- -- - B mpom r WAm mum SEPTIC TANK DESIGN aPA 1 -4 TTZ l 4� 271 103' 111 71' CWNECfm `OI WRIER c 5 Z iii � � �_5 (D s (D) II (D) (D) a Yu ------ --_ -- A " YNN A5 PFR SOWA SFA WpS REQUIRED: 900 GPD x 2 DAYS = 1.800 GAL .� G7 \ III 724 lD) - jp Ce-3 OD�Y �� Lr-iJ--- - (TW) PROVIDED: (1) 10' DIA. x 4' LIQUID DEPTH TANK = 2.000 GAL N \ 1 Z STORY 4W& LP-3 (D) •• 1 B• tfi +j;� PRDP06ED r OAIE va1Ts. IllES =� c (IW) SANITARY LEACHINGPOO DESIGN Z \ \ EUI tfi' )[ �\ L)=_=_S__-----__Sias_=_=_=_(OIIL)33__935iaa=_ =_==_a=B(unUS=_St=_=__3_B =�E=SF==?(UiR)?e_eS:=_a.SSt....55ee(11DU__c ___'.�� O 178. ce-+ N04'4 D W Ece-t REQUIRED - 900 GAL/(1.5 GPD/5F) - 600 SF 1 2,246$1 (z'Ds) 111 (ewM) (wM) (ewu) (WM)1IT ---' '( Z 1 \ __ O GR 25.42 600 SF/(31.4 SF/FT) = IIVE E s ' (2) 10' DIA. x 10' EFFECTIVE DEPTH SLP'S n LP-2a OMN-t 111 CB-4 III PROVIDED: �. SB-3 - '=ill lP- 5 III UP-20 IR-+9 III 1 M (n) 19, I I Oz /CABIN EC T-2 IVROPOSm cOr+cRE7E IxA1sr \� _ (WM) III - I 2// Rn'm AAD EIECIPoC S]EN�FE LDCAnoNS GR 25.04 I z 1r 1 �_4 0 --- -- ) VON �_ 1 . ss• a• $ ) (D) (IIP) ' OUTFALL $3 - BUILDING "A-2" AND BUILDIN "B- " III o"I f 1 D 9 p e• oIIIPAl164 /r te=URL__-� �� & \ I 1" DESIGN FLOW O \ ii ( ' M - U,-1e Zi 1 PROPOSED 1EEPxnFJCABIE,DAs, / 9 w \ ! 1 lvn sux-e �� o• I.. O ♦_/ LSc �� �, s x-t3 I�� /7� L� SNH-+a I I d. A EIECiRIC SFANDE tRCAnoxs. / SANITARY: 6 UNITS x 150 GPD/UNIT - 900 GPD d \ (1Nv 2B.00) N O III 111 �, I ( ) S.C.T. NO. ICOU-63-03-14 / I TOTAL DESIGN FLOW = 900 GPD B-4 'dpi �� (1Nv 25.00 i \ 1 LAND NOW OR FORMERLY OF \ SIP-7 L'/kj` (INV 27.00) p W 24.50) ENGEN & MIRELLA TOMASIC I SEPTIC TANK DESIGN 1 UNIT3A' UNIT'IB' UNIT 3A' 1 LO ADDRESS: 55475 ROUTE 25 \ 1 +OB' Nom, 4A T1s. UNIT YB' I1 cS SOUTHOLD, NY 11971 I REQUIRED: 900 GPD z 2 DAYS = 1,800 GAL \ 1 SB-1 HIV u' 88 ZONE: HB \ PROVIDED: (1) 10' DIA. x 4' LIQUID DEPTH TANK = 2,000 GAL J64Sf', 9E USE BUSINESS \ (INv ze.00) +13 (INV 2700) SLP-lo / SLP-It (INV 245 I ea \ SANITARY LEACHING POO DESIGN SUP-5 � / su+ 9 UILDING 8-1 law 25.50) BUILDING G3 L31 I I REQUIRED: 900 GAL/(1.5 GPD/SF) = 600 SF BUi1DINGA-3 T uNl72e BUl[DINGA-9600 \ { I I O PROVIDED: (2) 10' DIA. x is EFFECTIVE DEPTH SLPS UNIT'1A' i0 D e ` (ury z . o) UNIT 1B' I I SDE.Bgal1¢(TW) UNIT'1A' / rI (INV z7.Do B-1 o SB-14 I 1 O Do t'SEA. K-COPPER 1\ 16 OEry ze.ao) 0 € ' (INV 25.00) +�5 1p• SMH-15 I I I rn PER uMi (ra) SERmI�j^ (q OUTFALL #A - AMENITIES BUILDING (A t•DIA. K-OCPPER 1 -27 a �g s -10 12' +3• SNH-11 I \ \ UNIi3B' IP-z3 UNIT'3B' I I 3 / DESIGN FLOW ocesnO W mat sumps, (1) UNIT'lA' � UNIT'IA' sux-u PER IML(IIP) \ I O LAND NOW LA0. TODD-fi3-03-13 / 00 LAND ANETRSANITARY, 2,246 SF x 0.03 GPD SF _ 68 GPD L. RYAN OF / TOTAL DESIGN FLOW = 68 GPD v ADD Ip_ 5 RESS: 58365 ROUTE 25 \ SB-2 I SO 71 SOUTHOLD. NY 119 _ J 00 ZONE: HB / SEPTIC TANK DESIGN ----- - -- - ------_ __ ---- - 1 USE: SFR REQUIRED: 68 GPO x 2 DAYS = 136 GAL (MINIMIUM 900 GAL) IY --------- -- - - ------ ----- -- ----J I PROVIDED: (1) 8' DIA. x 4' LIQUID DEPTH TANK = 1,200 GAL `tj i/ SANITARY LEACHING POOL DESIGN 157' REQUIRED: 90 GAL/1.5 GPD/SF) = 60 SF (MIN. 300 SF) N \ \ U1GEn°RAL LINE N05'30'50"W I PROVIDED; 300151/(31.4 SFM) = 9.6 FT N 1 (s) OAK-YNER DF B iFTaRncE.j i ( ) 0 DIA. x 10 EFFECTIVE DEPTH SLP GENERAL LINE LCB-2 DDIWSiIC WAIEW SERIICES. (1) _I \ N OF BOAT STORAGE PER UHT. (TYP _) M O AREA S.C.T.M. N0. 1000-63-03-12 LANG Now OR FORMERLY OF C OUTFALL #5 - BUILDING 'I AND BUILDING -B-3- S.C.T.M. NO. 1000-53-03_28.1 RULES REALTY HOLDING LLC qq LAND NOW OR FORMERLY OF ADDRESS: 56275 ROUTE ZS DESIGN FLOW CHARLES W. MTZKE SOUTHOM, NY 11971 I SANITARY: 6 UNITS x 150 GPD/UNIT = 900 GPD ADDRESS: 56215 ROOM 25 ZONE: HB SOUIHOID, NY 11971 USB AUm REPAIR 1 TOTAL DESIGN FLOW = 900 GPD N05'30'50"WUSE NE HE STORAGE \ SEPTIC TANK DESIGN REQUIRED: 900 GPD x 2 DA = 51.34' PROVIDED: (t) 10' DIA. x 4' LIQUID'800 DEPTHATANK = 2.000 GAL SANITARY LEACHING POOL DESIGN REWIRED: 900 GAL/(1.5 GPD/SF) = 600 SF SANITARY TABLE B101I U AVENUE 600 SF/(31.4 SF/FT) = 19.2 FT PROVIDED: (2) 10' DIA. x 10 EFFECTIVE DEPTH SLP'S (TOWN OF SOUTHOLD - 66' WIDE) STRUCTURE TOP INVERT STRUCTURE TOP INVERT STRUCTURE TOP INVERT C OUTFALL #6 BUILDING 'I AND BUILDING -B-4- ST-1 25.03 IN 21.54• OUT 21.04 SMH-5 30.00 26.00 SMH-9 31.50 26.12 DESIGN FLOW 6SMH-6 30.25 23.78 SMH-10 31.50 23.86 SANITARY: 6 UNITS x 150 GPD/UNIT = 900 GPD SLP-1 25.28 20.96 "�A SMH-7 30.20 23.68 SMH-11 30.95 23.88 TOTAL DESIGN FLOW 900 GPD SLP-2 24.80 20.96 y SMI 30.85 25.98 y SMH-12 30.00 26.00 SEPTIC TANK DESIGN SMH-1 28.25 24.51 ST-3 30.09 IN 23.48• OUT 22.917 ST-5 30.85 IN 23.62 OUT 23.12 NOTES, REQUIRED: 900 GPO x 2 DAYS = 1,800 GAL SMH-2 28.45 22.19 8 1. ALL PIPING BETWEEN SANITARY STRUCTURES UP TO THE SEPTIC TANK SHALL PROVIDED: (1) 10' DIA. x 4' LIQUID DEPTH TANK = 2.000 GAL % SMH-3 28.50 2235 SLP-5 30.25 2290 SIP-8 30.85 23.04 BE 6" DIAMETER PVC (DR-18) WITH A MINIMUM 2.0% SLOPE. SANITARY LEACHING POO DESIGN SMH-4 26.25 24,25 SLP-6 30.55 2290 SLP-9 30.85 23.04 2. ALL PIPING BETWEEN SANITARY STRUCTURES AFTER THE SEPTIC TANK SHALL REQUIRED: 900 GAL/(1.5 GPD SF (3 / ) 1 600 SF BE 6" DIAMETER PVC (DR-18) WITH A MINIMUM 1.OR SLOPE. (2) 0' DIA. SF/FT) E 19.2 E 571-2 28.25 IN 21.95, OUT 21.45 �i. ST-4 3250 IN 28.80, OUT 28.30 SMH-13 28.50 2398 PROWOED: (2) 10' DIA. z 10' EFFECTIVE DEPTH SLP'S SMH-14 28.75 21.82 3. ALL PIPING FOR HOUSE CONNECTIONS SHALL BE 4" DIAMETER (DR-18) WITH A ":,,=. • .,.- '" SLP-3 27.80 21.37 SLP-7 31.92 28.22 • SMH-15 28.50 21.70 MINIMUM 2.09. SLOPE. SLP-4 26.05 21.37 SMH-I6 28.00 24.00 4. MINIMUM CLEARANCE BETWEEN ALL SANITARY STRUCTURES IS 8 FT. ST-6 28.25 IN 21.50. OUT 21.00 5. ALL SANITARY PIPE SHALL HAVE 2'-0" MINIMUM COVER. - SLP-1025.00 20.92 G. THERE MUST BE A 10' MINIMUM SEPARATION BETWEEN ANY LEACHING POOL OC[ q 1 SLP-11 26.00 20.92 (STORM OR SANITARY) AND THE WATER MAIN. THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN 7. THERE ARE NO NEIGHBORING WELLS LOCATED WITHIN 150' OF THE PROPERTY. MINTO, LS DATED FEBRUARY 15, 2006 ■ ■ ■ SOUTHWOLD MANOR UTILITY PLAN ■ RMS ENGINEERING EOFNEI C SSP J. SITUATED AT 9�. '99i �a i^.c"•5 f; m y p I,o Pt..,-: i, ■ ■ ■ Robinson, Y 'IES' w APPLICANT: EAST END RESOURCED LLC OWNER: ALBERT A BIRO COHEN Muller Q Schiavone Engineers, PC r *7 _� SOUTHOLD 868 OLD COUNTRY ROAD. SUITE 801 58866 MAIN ROAD op °#7sa61 GARDEN CITY. NY 11680 SOUTHOLD, NY 11971 �RP�es51o�+P` DWN. BY: CHK'D. BY: SCALE: SHEET: 2. 10.17.06 GENERAL REVISION MKA GJS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 1' z 40' 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.: C N0. DATE REVISION DESORPTION BY CHD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 78x97 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 V SGLN. N0. R FORME-0.}16 LAND NOW OR FORMERLY OF S0.L4. N0. IOOP•63-OS-17.2 VALERIE M. SCOPAZ LAND NOW OR FORMERLY OF ADDFE.S& %755 ROUTE 25 S.GT.N. N0. 1000-63-03-17.4 ANTHONY NSTONOi '�' SOUTHOLD. NY 11971 LAND NOW OR FORMERLY OF ADORES& 68615 ROUTE 25 j ZONE HB MNCENT DOLOMITE h LLEANA DOLOMITE SOUTHOLD. NY 11971 USE SFR MORES& 58681 ROUTE 0 ZONE: RBD S.GLM. NO. 1000-63-03-17.3 SM11HMD. NY 11971 USE. SFR Z c LAND NOW OR FORMERLY OF ZONE: R60 ANTHONY FORGHWE USE SFR ADDRESS 56815 ROUTE 25 DOSING NATWE TREES LOCATED WREN ti SOUTHOLD, NY 11971 THE PROPERTY TO BE TRANSPLANTED TO is' mk 310.00' USE sR IV WOE BUFFER ARIA (TMP) � � S07'44'40"E a\\ 622.78' £ e W'u" -- — — -- --- -- _ --- ------ - — --- -- -- — SOd -- - _ --------- FRAAF ; --- - ------ A§RYA � FTTIIP � 4Z CODE OSED.FR2O11N0 RONT YAIe. -- �— RTRA4 5 FT L4 223 FT PROVIDED. 1 UNIT 3B' AFFORDABIf HOUSING B1DG p xg _ %CRTC UN1T'IA' HYDROSEED "A" UNIT'lA' HYDROSEED 'A' MEA UNIT'3V '$ ALL DISTURBED AREAS ALL DISTURBED AgEAS 3 UNITS Q 666 AO 1 AU- DISTURHMROBED"AREAS .Ab Oq� , N LL'! 1 1 � � UILDING A-f � �, BUILDING C-f UNIT'2A' o �s ? w ElamoSTREET TREES M 11 11 BUILDING C- BU�NDINGA-2 UNIT'IB' 1 1 UNIT 2B R UNIT 3A' _ 1 11 PORI QA 76" WAINDP Z @ 1 1 O UNIT YB' QA IK 1\ 1AR UNIT'3AL p UNIT'18' qy,- n ; 1 M ' DA OA QA . ...% - --_ _ -- - -__ -- 1e_ — s \ 2 STORY + 1 AA1FNlTlfS � - Z 11 11 YUi46sF ^R 0 178. 0 N044 ' 0 W ' CD - ggkk � I d \ + QA I i O G EXISTING NMMN TRES F W �, \ AR AR QA OP OA + OA I I 3 TNMMUttNTTEED 7 Is wDE BUFFER MEA (11P) / 1 $ I LAND NOW OR FORMERLY OF d 11 "U I ELCEN &NNELIABIMIARC UNIT'1B' UNIT 3A' UNIT'IF 4 1 uNlr3A' I I In AOOESSk6ROUTE 25 m SOUTHOLD. ! PLANTING SCHEDULE (SITE LANDSCAPING) \ 1 p p I I NY11971 1 \ 1 USE- BUSINESS ONE' NEI 5}M. QUA. BOTAN/GL NAME COMMON NAME SIZE/SP. 1 I AR 7 AGER RDBRDM RED MAPLE 25-3' CAL - A5 SHOWN 1 8UI1DlNG A-3 UILDING B-f BUILDING C-3 1 I QA QDERCUS A BA WHI E QAH 25 3' CAL - AS SHOWN UNIT 2B' 8U11DING A-f I p JV 20 JUNIPERUS MRGINIANA E PED CEDAR 1 1 UNIT 2A' HYDRQSEED "A" UNIT 2A' UNIT'18' I I .- ALL DISTURBED AREAS qqq I Ba I MON"111E RIFFS LOTTED I FED / TRANSPLAN"M THE TED To WIDE11 20 JV Y TO BEg �� I I IBCA / RummmB ATEA ) 1 1 UNIT'lA' UNIT 3B' UNIT'lA' UNIT 38' 'i i i 0 / HYDROSEED "A" (ECOLOGY MIX a 170 LB/ACRE) HYOFOSTID 'K S.C.T.M. N0. R FORMERLY W 605 RELJANT HARD FESCUE ALL DISTURBED MEAS ,ALA ,� HYOROSEED "A' I I LAND NOW 00 �LFOR4µY OF 205 JAMESTOWN 11 CHEWINGS FESCUE PROPOSED NATIVE EYFINAEEf11 1 per'- �rt�F/ ALL DISTURBED MEA I !0 ADORM MWIS ROUTE 25 SU1H0.G NY 11971 LANDSCAPE 5L7alOBN0.(EYP) 1 ---- ----- ----- _ — ---------- -- ———— — -- --- _ _______________J I Go Go ZONEUSE.SFB / 1. ALL PLANT MATERIAL GUARANTEED FOR APERIOO OF ONE YEAR FOLLOWING ACCEPTANCE BY OWNER. '3 ------- � (n USE SFA I 2. ALL PLANTING BEDS TO BE MULCHED WITH 4" OF SHREDDED BARK. — — --- ---- ------- — -- — — ---- — -- I�,at3 3. ALL PLANTING BEDS TO RECEIVE 4" OF SCREENED TOPSOIL PRIOR TO PLANT INSTALLATION. 11 1� // d O 95� 1 4 NOTPCLANT URBS.MATERIAL, EXCEPT LAWN OR GROUND COVER, IS TO BE LOCATED WITHIN 2' OF ANY PARKING 616'57 N05'30'50"W N \ 1 1 5. LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN COMPLIANCE WITH THE TOM OF SOUTHOLD \ \ 1 I SUBDIMSION REGULATION AND SITE IMPROVEMENT SPECIFICATIONS AND ADDENDA. 1 N PROPOSED 15 WE BUFFER EXISTING NAIRE TREES LOTTED NIRaI &GLM. NO. 1000-6}0.}12 6. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY STAFF OF THE SOUTHOLD PLANNING 1 1 D AREA (I P) THE PROPERTY TO IE TRANSPLANIED M LAND NOW OR FORMERLY OF DEPARTMENT. O= &GLM. NO. 10DD-6}0}28.1 15' WCE BUFFER AREA. (TYP) PULLED 3 96475 HOLDING 25C LANO NOW OR FORMERLY OF SDUTHOI 2 NY ROUTE I 7. ALL DECIDUOUS TREES TO BE SECURED W1H TWO 3" DIA, CEDAR STAKES, 180 DEGREES APART. CHARLES W. WTAM ZONE HB SWiNN MDSOUT ND,LD. NY 11971 ROUTE 25 USE: AUTO REPAIR I B. ALL ROPES AND ORES SURROUNDING ROOT BALL TO BE REMOVED PRIOR TO BACKFILLING OF TREE ZONE RB \ PITS/TREE TRUNK WRAP TO BE REMOVED. N05 "W USE STORAGE \ 9. NO TREES TO BE LOCATED WITHIN 10' OF DRYWELLS, WALLS. OR PIPING AND DRAINAGE STRUCTURES AS 51.341.34'' PER TOWN OF SOUTHOLD STANDARDS. 10. ALL PROPOSED STREET TREES TO BE UMBED UP TO A HEIGHT OF 7 FEET TO AVOID ANY INTERFERENCE WITH PEDESTRIAN MOVEMENTS ALONG PROPOSED SIDEWALKS. 1. EXISTING VEGETATION AS SHOWN ON THIS PLAN SHALL BE RETAINED. 80/55EAU AVENUE 12. EXISTING CEDAR TREES TO BE TRANSPLANTED ALONG THE PERIMETER OF THE PROPERTY. (TOWN OF SOUTHOLD - 66' WIDE) OCT2 12003 4 ■ ■ ■ a CAPf4 SOUTHWOLD MANOR ■ RMS ENGINEERING ?y:4;Pa L4 9 �"��T SITUATED AT LANDSCAPE PLAN alE p 1r' APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN ■ ■ ■ Robinson, Muller Q Schiavone Engineers, PC :79 ia� / SOUTHOLD 555 OLD COUNTRY ROAD, SUITE 901 58656 MAIN ROAD OF N GARDEN CITY, NY 11550 SOUTHOLD, NY 11971 2. 10.17.08 GENERAL REVISION MKA GTS TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OWN. BY: MCHK'D. BY:KA GJS SCALE: 1" a 40' SHEET: 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Richard B. Ignatow, RLA DATE: DATE: JOB NO.: �_� No. DATE REwSION DESCRIPTION BY CWD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 767 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT IS 07.10.08 07.20.08 2005-195 IRRIGATION SCHEDULE ZONE QUA. 1HEAD TYPE GPM TOTAL S.CLM. N0. 1000-03-03-16 1 20 PRO 6000 HEADS 2.5 50 LANG NOW OR FOPoAERLY 6 2 20 PRO 6000 NERDS 2.5 50 SCTJA N0. 1000-63-03-1 F VALERIE M. SCOPAZ LAND NOW OR FORMERLY OF 3 20 PRO 6000 HEADS 2.5 50 S.0TM. NO. IOD0-63-G3-17.4 M1Ha1Y ZUSMMCH MDSWMOID.NYR111971 25 ADDRESS 56615 ROIFIE 26 4 20 PRO 6000 HEADS 2.5 50 LANG NOW OR FORMERLY M SOUTHOLD. NY 11971 ZONE HB -50 VINCENT RES&- TE h RROUT DOLOMITE ZONE: ROO USE SFR 6 20 PRO 6000 HEADS 2.5 50 AOURESS: NE' R ROUT: 25 USE. SFR S.CTM. N0. 1000-63-03-17.3 2.5 SWRIOLD. NY 11971 e 20 PRO 6000 HEADS 2.5 50 LAND NOW OR FORMERLY OF ZONE R60 -°� 7 21 PRO 8000 HEg05 2.5 52.5 ANTHONY TORSIONS USE SFR �° ADDRESS 56616 ROUTE 25 SW ZOLD, NY 11Wf , 8 n°aR= .°. USE. SER m' °°x 0 310.00' ZONE RSO ° ° I ° � S07'44'40"E 622.78' z. 8 S07'38'10"E 2 6 - --__ -- w 30 30 —— a0 — - ----- ' -- - 291 0 1 y 20-- - 1 - -� _ __371__._3� 3- 10 q - ______ --- - -- _ __ _.._- -_ 5 --- 2a - - - I ROW' n 5 -- ar 4 _4_ - - - --- UNIT 38 , RALE �' " A IRRIGATION KEY 5 ___ 5 1 10 3 0 NELSON PRO 6000 SERIES GEAR DRIVE SPRINKLER - 2.5 GPM/36' O.C. 10 AFFORDABLE HOUSING BLDG Ap 1 1 20 UNIT IA 3UNlTS 'i°N Z AD OT RICHDEL MODEL 217 2" SOLENOID VALVE IN AMATE% FIBERGLASS BOX j o PICN%o 4� 40 UNIT'3D 40 UNIT YA' 3f6 3pJ 30 .` - 1 Q I 11 MFA 40 dA' UILDING A-t yl pp':TRm pg1CH C` N 91 ZONE HYDROSAVER PROLINE CONTROLLER 1 8Ul1DING C-f 2 -+ 00 2" FEBCO MODEL 805Y BACKFLOW PREVENTER DOUBLE CHECK VALVE 1 0 5 0 UNIT'2A' OO 1 10 1 1 5 BUILDING 0- 40 BUILDINGA-2 UNITZB' 2� � 40 UNIT'2B 1 O --- 4" DIAMETER SCHEDULE 40 PVC SLEEVE 11 1 40 UNIT'2A' 2 � UNIT'3A' � y � - 2" DIAMETER SCHEDULE 40 PVC WATER MAIN 1 11 POOL 403 ZONE DESIGNATION IED 1 40 0 p UNIT YB a 20 20 11 1 p UNIT 11? 4 2 UNIT'3A' 030 30 / III ._. .. X44 0 5� 4� 4�/ 3� SSI 20 40 3 3 2 2W �-6�- - 6_g =6 P1 6fd ! FINISHOiGRACECIRIC VALVE SL C7 0 \ — ..4 -1� 3� 18WAIN ¢ VALVE BOX al � � 1 0\ 25TDRr 40 4pJ 90 .. : 3� 3 20. ... 2�_ 20 _ 5 o 11 1 2246353 a it I M 178. 0., N04'4 ' 0 W /I cRuS"m ROCK Z 1 511 IES BUILDING X •� AIN UNE `3" LAYER 3/47 ELECTRIC c 1 1 5y :_ �6I I o �" I SSEMBLY VALVE A 1 1 5 9� / 9a _ a— _ _ m— _ I g I p 0 5 ,13 / 6O 7 �7 7A1 6 fig 6�� 3 n / SOLVENT PDRRARYmISEN TO FA R / So I I ) FINISHED GRADE W 1 l'W y � S.C.T.M. N0. 1000-63-03-14 / 24" PAVEMENT 1 5L6 p 8� fJ 60 Mi. I LAND NOW OR FORMERLY OF , 12 1 9 B ° 7 la H s I EUGEN s MmEM.A TGMA IC I 1 UNIT 1A' m 0 1 Ln MOREM. 56475 ROUTE 25 1 O Q 6 UNIT 7ar0 UNIT 3A' T UNIT YB' Do 1150.1 B� �l I ball (n SDDTZONE. He OLD. NY 7I 1\ 1 0o g / ya 70 70 I AT RAL//24' FOR M 18 FOR AINUNE SRIZED LEEVE AS $PECIFlED 1 90' ELL (TYP.) UIIDING B-1 a° m _ I SLEEVE INSTALLATION DETAIL 1 11 9� BUILUDTNGA-3� 6° 6y UNIT 28' BUILDING A-4 Tal 7a1 BUILDING C-3 � � O SPflINKLE1tHEA0 6� ',•9 V` I UNIT'2A' 6 of TIO FINISHED GRADE 1 ' 0 1 6 1 I SARNO JOINT OR 5 1 00 UNIT'38' 0 0 UNIT'38' 1 I � FUNNY PIPE 1 1 - UNIT YA' o e 6 70 UNITYA' 70 I Tie 1 9 6 1 0 S.C.T.M. N0. R FORMERLY OF r, 13 X. 1 He ------- /{y 6 1 I LAND NOW ET L'RANN OF LATERAL UNE•TOABE �5 90 'ISI, I6gI I ADDRESSOUS 56365 ROOLD. NY UTE 25 LO M INOF WALK 24" OF 1 m9 m g a m m _ _ —6-0 0 � �__ J Do USE. CONCRETE CURB OR WAIN 70 0 99 _5 as s7_____ y 6 6 J I 20'M MORE IRRIGATION HEAD AT CURB OR WALK 1 616.57' N05'30'50"W 1 Fl RAGE Ila,P 1 11 511 I ? 1/2" STREET'ELL Q 1 CP N O SPRAY HEAD SC.T.M. N0. 1000-63 00. 12 w PVC TLE VC IEE T^ 1 1 1 J A LANPILLEDNOW OR S REALTY HOIDINGYOF LLC SAND N0. 1000-63-03-2F ADDRESS X279 ROU„ 25 LAND NOW S W. WEIKLY OF PVC LATERAL UNE 121MLE5 W. NITafE ZONE HB 1/2" STREET ELL ADDRESS 66215 ROUTE 25 SOUTHOLD. NY 11971 USE AUTO REPAIR ZONE He N05'30'50"W USE STORAGE 11 6' POP-UP SPRAY HEAD DETAIL 51.34' 80ISSEAU AVENUE \ FUNNY PIPE (TOWN OF SOUTHOID - 66' WIDE) t/2' 6TRmT EL 1/2" PVC RISER IRABARE FITTINGS LENGTH AS REQUIRED PVC iFE PVC ME PVC LATERAL LINE PVC LATERAL UNE PVC SWING JOINT FLEX PIPE SWING JOINT HEAD TO LATERAL PIPE CONNECTIONS IRRIGATION SYSTEM NOTES L SONE T TO BE POLYETHYLENE 100 LBS. VACUUM SEALEDD WWITH UNDERGROUND WIRING 14/1 OF _ 2. CONTRACTOR RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND INSPECTIONS 3. HEAD AND UNE LOCATIONS ARE SCHEMATC AND MAY REQUIRE FIELD ADJUSTMENTS OC1 21 20�iS _ ■ ■ ■ - �4�t4 SOUTHWOLD MANOR IRRIGATION PLAN ■ ■ RMS ENGINEERING 4�4�p? �,. s,3 I• n+14 SITUATED AT /+ APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT b RITA COHEN ■ ■ ■ Robinson, Muller Q Schiavone Engineers, P^ n" yps[. SOUTHOLD , 686 OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD OF N GARDEN CITY, NY 11650 SOUTHOLD, NY 11871 OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 1" : 40' 2. 10.17.08 GENERAL REVISION MKA Gas MKA GJS 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Richard B. Ignatow, RLA DATE: DATE: JOB No.: Q N0. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State LiGenae No. 757 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 1511 07.10.08 07.20.08 2005-195 SP - 8 Q 2 i.95 S.6TM. NO. 1000-63-03-16 2551 25.86 SC.EM. NO. 1000-63-0.7-1].2 LAND NOW OR FORMERLY OF LAND NOW OR FORMERLY OF VALERIE M. SCOPAZ 25.69 .94 ADDRESS: 56]55 RULE ZS 25.52 S0.EM. NO. 1000-63-03_17.4 ANTHONY ZUSTON441 SUS' M NY OUTS x X2616 LAND NOW OR FORMERLY OF ADDRESS 55615 RULE 25 1138 25.89 VINCENT DOLOMITE a ILEANA DOLOMITE SOUTHOLD, NY 11971 ZONE HB I USE: 26.04 S0.7M. Na 1000-53-p3-1].3 CO IRACIw SNAIL FURNA9L INSTALL AND ADDRESS 55561 ROUTE 2f! E R50 E SFR 25. 1 MAINTAIN AT FwLE AND/OR NAY9AIA AIDRFC SUTHOD, NY 1197 USE: SFR LAND NOW OR FORYEW.Y OF RIND SFR ANTHONY FORGONE THE WT OF GEAMNC FOI THE MIA OF 1 ADDRESS` 56515 ROUTE 25 MEMO". ME CONDMCTOR STALL ENSURE o 30.24 y.X 1SHALL..72 SOUTHOLD. NY 1197 THAT NO SEDIMENT SENTER WE IS BUFFER _ 26-- LEGEND 111 ZONE RED AREA REFER TO NOTES 1 AND 2 THIS PALE (117) 27 \ - 310.00 9'74 ' 111 USE SFR w X27.38 X27.57 n N �-� \ I §04'40"E n 011 31.20 \ x27.89 27.7ox 27.90`_--_ 622.76' _ 2682 25.85 HAYBALES 1111 §0736'10' E ° ° ---- - 26.D3X SILT FENCE w O ____ \ X.---y. 5 7D 00 -----_ ----- (2E) (2» - 3 \- ---2 265.4 _ - 111111 -32- / _ 21U -- -_ -__ 6 - ® CONSTRUCTION ENTRANCE VW��eC_! _ 111 `\---- ---_ ___1\ _-__---- .660 n 6 24 25 94A 1111 \ X27.09 rJ pJ 6) 6 36.68X25.7 NOTES. 30 M,I 1 UNIT'38 "' A 1. IN AREAS WITH SLOPES UP TO EIGHT 8 PERCENT, �t 29z l� UNIT'lA' '!:r AFFORDABLE UN175ESIN68lDG Cp ( ) ° 3UNlTS25 a �• b CONTRACTOR SHALL AND INSTALL SILT FENCE ALONG ALL EDGESGES OF OF E USED ED AREAS. SILT 111 1 1 X3ues '° \ 2a'74 '-° X I - - - r6J Ulcv IG A-f / AL3 FENCE AND HAYBALES MAY BE USED 1 YA o j] a�w � \ INTERCHANGABLY. UN%T'7A' r V •o i i \ � N 1111 1 \ O O J J 1 \ BUILDING A-2 26- r 2. IN AREAS WTi SLOPES EXCEED EIGHT 8 PERCENT, 1111 1 1 ` \BUILDING C- ; NNIr ^ ` 28�9 SJ LFFL 30.50) �O a 5. 2653 .77 ( ) 1 \ 3 ,L � UNIT'2A' ' r s t X zssfip CONTRACTOR SHALL FURNISH AND INSTALL SILT I III \ n UNIT'28 o FENCE 1 w 1 W \( 3255) \ \ (EFL 3235) o (EFL 30.50) s0 Ey AC✓Q REAS.HAYBALES ALONG ALL EDGES OF I III I 1 1 PULL \ 2 06v ,l zs 61 /zEj UNIT'3A' \ _ _ (D) ° "A 3 DISTURBED AREAS. HAYBALES EN SHALL S PLACED 3p 1 11 I 1 1 1 ' \ ` I 1 \ � IMMEDIATELY BEHIND SILT FENCE FOR SUPPORT. \ 6 n3 ; ORSR"M kMN MEQ' 3. ALL SOIL STOCKPILES OVER 24' IN HEIGHT SHALL BE 1 1 NNIT'3A';\?� \ J FFFECIIIENE55 a'IIIE ENTRENCH.l5 MAINTAINED IN AN ENCLOSED STAGING AREA. l 1111 1 \ O UNIT'18 29.58 \ J Zr xEGssur (TTI) 25 X 2 i.54 25.59 1 11 1 1 \ 9 bJ \ \ M1 2 .0 25.77 X .58 N 0 11111 1 I \ \. \ li `� J \ (2➢) \ 1 -26' (2)) .e (25) a26.zr D cn Z 11111 1 1 . 3v -- An 11111 \ 1 \Il AMENITIES rg Xat 9 \(D) (D) o \ \ o -_--- - y 1 1111 \ 1 2 STORY c 11111 \ 11 1 BUIUJING \ X \\ r$ J \ Z..0 ( ¢T q 'a..c� Z 1 11\1 \ \ Z2{ey<SEE ° \ �J -1-7 R.0 NO C d 1 11\I \ 1 (F'FL`3J.00)� \ \~� \29` 12771 �� G.74 \ O y Q 1 1111 1 1 (d7J ° (U) \ i O Cg I 2 .37 X 25.38 P 1 11\1 1 1 ° - \ \ (D) \ (D AIR 25.51 11 i 2553 X 25.46 (D) o D1 (0) o _ - _ _ 1 2Ne3 W 0 30. 6 1 1111 -T x 32.1 W 1 1111 \1 32.34 o i_% \ \\ •„� L1 rtry \ 6\ O 3 CCNmACTOR SAL FORMER,INSTALL AND 1 III\ MAINTAINMAINTAINSILT FENCE Ale/OR HAwIAIER':29.56 �\ l 28.1 1 &QTAL NO. 1000-E3-03-14 / ALONG THE UDF OF CLFA7AN6 FOR ME LAND NOW OR FORMERLY OF DURATION OF COMERMUDSM THE CgRRICIOR I 1 O UNIT 3A' UNIT'l8' \ UNIT'. ' \ .` I EUDEN a MNE0 TOMASC I I SGML ENSURE THAT NO SEDIMENT SMALL ADDRESS: 56475 ROUTE 25 ENTER THE 18 BUFFER AREA REFEI M NOSES �!117 I SOUTHOLD. NY 11971 I 1 AND 2 THIS PATE (TW') ZONE. He 1 I\II 1 \ANDi� I USE BUSINESS CONTRACTOR WwTIN SLi F�TncE AleNlli nA EMw 1 11\I 1 ,31..0 i� 1'I (FFL 33.0) UON \ UILDING08rf T l ALONG THE LMR O' THE CO FON ll@ \ 111 74 1 <32=^ ^i 1 - °J1 9 BUILDING A-3 `r7 I \\ s \ UJLDING .1 / 1 OIIAnON R COAGULROL THE c6xmACNGR /�, 4 SHALL BECOME MMT NO SEDIMENT SHALL 1 1 UNIT'TY BUILDING`A-4 IJ( ENTER THE 1S URw AREA SER TO fes) 1 �p• a 1111\ UNIT'2A' s o I o _ ` o \ m I 5 UNW21Y II 1 _O 1 /9e 2 THa PAC{. 1 NNIT'2A' J x 28.59 ♦ L1 (EFL 3p.W), 426.5 I 1 I (FFL 13/.OD) ,. 1 130. 3 ^g \\ 2�s \\ is o *z7ae ", • �'N 1 I I OL / o X3z ss11 Ul�IT,'!A' r6 (31) UNIT'3(Y �'� � \ UNITYA' \\ \ UNIT 3N � si.QT.ND"w oa 1000-113-03-13 / 11 1 1 II 11111 1\ 0'7 \ `\1`271 b ADDRESS, 557(55 RYAN 25 30.31 / 8 %�-- ----- - x \ -- ---- _ -- \ \ 1 � SOUTHOLD. NY 11971 pD ZONE. me / USE SFR �` 1111111 1 /hj-- 1 / 31.22 / -------- --J 11111\ I 11111 N 1r �I En 616.55:\ 1 I \ -76053058"W-----26 I 1 / 1' 11111 O 1 1 IT N \\ o X29.22 X29 1 111%\1 rn 1 J 1 ly � Np \\ X31.23 ry 30.41 1 PROPDSFM IMET PROIEC GL CONIRAC iR SC.TM. NO. 10DD-53-03-12 3 2 B SHALL FURNISH, INSTALL AND MAINTAIN SILT LAND NOW OR FORMERLY OF w 1 1111 �I Y 32.09 1 S0.TM. NO. 100D-6}0}2&1 FORCE.ROUND ALL INLETS FOR THE DURATON PILLES REALTY HOLDING LLC ,� X N CONTRACTOR 94W.F11RI1g1, INSTALL AND LAND NOW OR FORMERLY OF pF Cl7NSIRUC1eN. ALL STRUCTURES SINS BE AODRESS: 55275 ROUTE 25 111\1 MAINTAIN SILT FENCE AMI/O4 HAIMALES ALONG CHARLES W. 9RDO CLEARED OF ANY DEBRIS AND URES SH LLWR SOUTHO D, NY 119] I \ THE UNIT OF C EARNG FON THE ORATION OF ADDRESS 9215 ROUTE 25 1 ZONE NB 1111 CwSIgUCUM THE COHMAM SIAIL ENSURE SOUTHOLD, NY Ifen TO THE END G'C951SICM0N. (TIP) USE AUTO REPAIR II 1111 N05'30'50"W THAT NO SEDIMENT SAL ENTER THE 1S 6IRFER ZONE NB 1111 51.44'32.81 AREA, REFER M NOES 1 AND 2 THIS(� Ug: STORAGE \ 1W 30.20 33. 8 8015SEAU AVENUE (TOWN OF SOUTHOW - 66' WIDE) `v THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS DATED FEBRUARY 15, 2006 ■ ■ ■ S GO NNNv SOUTHWOLD MANOR STORMWATER POLLUTION ■ ■ * In, � o SITUATED AT RMS ENGINEERING PREVENTION PLAN r { APPLICANT: EAST END RESOURCES, LLC OWNER- ALBERT a RITA COHEN ■ ■ ■ Robinson, Muller 81 Schiavone Engineers, PC oF0763SOUTHOLD 6T ��G 666 OLD COUNTRY ROAD, SUITE 001 68865 MAIN ROAD E SIONP GARDEN CITY, NY 11650 SOUTHOLD. NY 11071 2. 70.17.08 GENERAL REVISION MKA GJS SUFFOLK COUNTYNEW YORK MKA GJS 1' • 40' TOWN OF SOUTHOLD, , OWN. BY: CHK'D. BY; SCALE: SHEET: 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 _ Gregg J. Schiavone, PE DATE: DATE: JOB No.: Mo. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineer- Milan ing.com NY State Licanae No. 76 PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 HIGHWAY PAVEMENT RAMP EDGE OF SIDEWALK MAINTENANCE AND PROTECTION OF FLDSH SMOOTHSCOREMARK TRAFFIC SCHEMES NOTES: TRAHSITIoN FOR SIDEt ALK RAMP GEN RA NOTES 1 12 �• .2 TWO-LANE, TWO WAY ROADWAY MPT NOTES: 1. SIDEWALK CURB RAMP TYPE AND LOCATION ARE IN SHOWN ON THE PLANS OR AS DIRECTED. SHORT DURATION LANE CLOSURE 7. ALL WORK ZONE RELATED SIGNS SHALL HAVE FLUORESCENT ORANGE BACKGROUNDS CLA55 2. ALL SIDEWALK CURB RAMP TYPES MAY BE USED IN STRAIGHT OR CURVED CURBED SECTIONS WERE FABRIC D WITH BLACK LETTERING OR SYMBOLS. 3. SIDEWALK CURB RAMP TYPES MAY BE DIFFERENT AT EACH LOCATIONS WITHIN AN INTERSECTION. T} 2. THE CONTRACTOR SHALL MINIMIZE THE DURATION OF DROP-OFFS ADJACENT TO THE EXISTING TRAVEL LANES. THE CONTRACTOR IS NOT TO EXCAVATE THE SHOULDER AREA SIDEWALK RAMP CRITERIA 2-O. DEWALK CURB RAMP UNTIL THEY ARE PREPARED TO COMPLETE, IN A TIMELY MANNER, ALL SUBSEQUENT ITEM 10608.0125 A. WORK �� RO�WOWI B. NON-WORKING OPERATIONS TO COMPLETE THE PROPOSED WORK. IN THE EVENT OF gRCLMSTANCES 4. THE MAXIMUM SLOPE OF A SIDEWALK CURB RAMP IN NEW CONSTRUCTION SHALL CLOSURE HOURS BEYOND THE CONTRACTORS CONTROL, SUCH DROP-OFFS SHALL EI ELIMINATED FT OR AT BE 1:12 IF SPACE LIMITATIONS ON EXISTING SITES PROHIBIT THE USE OF 1:12, THE SECTION A-A (SEE MPT NOTE e) 071-2C THE EXPENSE THE OF THE CONTRACTOR AT THE END OF THE FORTY-EIGHTH HOUR AFTER THE FOLLOWING SLOPES AND RISES MAY BE USED: (SE MPT NOTE 2) LAST TIME THE WORK FORCE ACTIVELY PURSUED CONSTRUCTION IN THE DROP-OFF AREA, NO DROP-OFF GREATER THAN 8 INCHES IS TO REMAIN OVER A WEEKEND OR HOLIDAY. A DROP-OFF IS CONSIDERED ELIMINATED IF TAPERED AWAY BY A 1 ON 4 SLOPE OR FLATTER. A. STEEPER THAN 1:12 (8.33x) BUT NO STEEPER THAN 1:10 (10X). n.R0ADWDRKI 3- MAXIMUM RISE, 3 FT MAXIMUM RUN. HIGHWAY PAVEMENT SURFACE 3. MAINTENANCE AND PROTECTION OF TRAFFIC SHALL CONFORM TO THE NYS MANUAL OF 1:12 4'-O' MIN. 1:12 G11-2C UNIFORM TRAFFIC CONTROL DEMCES (MUTCD) AND SHALL BE SUBJECT TO THE APPROVAL B. STEEPER THAN 1:10 (10X). BUT NO STEEPER THAN 1:8 (12.5X) 3" MAXIMUM SIDE FLARE RAMP SIDE FLARE OF THE ENGINEER RESPONSIBLE FOR CONSTRUCTION INSPECTION. ADDITIONAL REQUIREMENTS RISE, 2 FT MAXIMUM RUN. ARE AS FOLLOWS: A) NO DRUMS, CONES, BARRICADES OR OTHER TRAFFIC CONTROL EQUIPMENT SHALL C. A SLOPE STEEPER THAN 1:8 (1257) NOT ALLOWED. REMAIN IN A POSITION WHERE IT WILL INTERFERE WITH, OR BE DISTURBED BY. A SNOW PLOWING OPERATION. THE WORK MUST BE SCHEDULED TO AFFORD THE 5. THE MINIMUM WIDTH OF A SIDEWALK CURB RAMP SHALL BE FIVE FEET, - ". SAFE REMOVAL OF SUCH DEVICES WHEN NECESSARY. EXCLUSIVE OF FLARED SIDES. ' • B) THE CONTRACTORS ATTENTION IS DIRECTED TO THE LANE CLOSURE SCHEMES 6. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE r4- PRESENTED IN THE PLANS. ALL LANE CLOSINGS ARE SUBJECT TO THE PRIOR ADJACENT DIRECT OR HIGHWAY SURFACE. • APPROVAL OF THE ENGINEER RESPONISBLE FOR CONSTRUCTION INSPECTION AND THE TOWN. CONTRACTOR SHALL REFER TO GENERAL NOTES ON COVER SHEET SECTION B-B URB • FOR LANE CLOSURE INFORMATION. 4. PERMANENT PAVEMENT MARKINGS SHALL BE DONE IMMEDIATELY AFTER RTP COURSE PAVING SIDEWA K RAMP SURFACE FINISH OPERATIONS ARE COMPLETE. 7. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FORM, AND SELF 5. PAVEMENT MARKING LOCATIONS, SIZES AND LENGTHS ON THE ROAD(S) SHALL BE AS SHOWN RESISTANT LE COARSE BROOM FINISH PERPENDICULAR TO THE RAMP SLOPE IS ACCEPTABLE ON THE PLANS, OR AS DIRECTED BY THE ENGINEER RESPONISBLE FOR CONSTRUCTION ON CEMENT CONCRETE CURB RAMPS. NOTE IF THE DISTANCE FROM THE TOP OF INSPECTION, RAMP TO THE BACK EDGE OF THE 9 W1-118 6. THE CONTRACTOR MUST ATTEMPT TO REOPEN ALL TRAVEL LANES AND INSTALL THE PAVEMENT MARKINGS AT CROSSWAI Kc SIDEWALK IS 4--0" OR GREATER, THE SLOPE ON THE SIDE FLARES MAY BE 1:10 I I� IN ' 'NON-WORKING HOURS' SCHEME FOR OVERNIGHT PERIODS. CERTAIN EXCEPTIONS MAY APPLY B. SIDEWALK CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINEDFOR WHICH THE 'WORK PERIOD CLOSURE' SCHEME MAY BE LEFT OVERNIGHT. THE CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR THESE OVERNIGHT LANE CLOSURES BY WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. h THE ENGINEER RESPONISBLE FOR CONSTRUCTION INSPECTION. '• 1)� W3-100 c 9. WERE STOP LINES ARE NECESSARY, THEY SHALL BE LOCATED IN ADVANCE OF •• W3-10D ®v W4 130 7. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER RESPONSIBLE FOR CONSTRUCTION SIDEWALK CURB RAMPS. B ••f ■ INSPECTION, FOR APPROVAL, SHOP DRAWINGS INDICATING PROPOSED METHOD OF REMOVAL OF EXISTING PAVEMENT MARKINGS. ALL METHODS SHALL CONFORM TO THE REQUIREMENTS OF ITEM 835.0102 CLEANING AND PREPARATION OF PAVEMENT SURFACE-LINES. U13U13ES AND DRAINAGE INI FTS OR GRATES - WB-8C EL REFER TO THE NYS MUTCD REGARDING SIGN NUMBERS. 10. IF FEASIBLE PROVIDE FOR DRAINAGE INLETS OR GRATES IMMEDIATELY UPSTREAM FROM THE CURB RAMPS. RETICULINE OR RECTANGULAR DRAINAGE GRATES ARE TO BE USED IN ')- m 9. ALL TEMPORARY SIGNS FOR MPT SHALL BE COVERED UNDER ITEM 619.02 - CONSTRUCTION THE AREA OF CURB RAMPS. W8-BC WI-11B SIGNS. 4\ - 11. DO NOT PLACE SIGNAL POLES, SIGN POSTS, UTILITY POLES, FIRE 10. THE TRAVEL LANE SHALL BE STUFFY CLEAN BY THE CONTRACTOR BEFORE THE LANE IS HYDRANTS, ETC. WITHIN THE RAMP OR SIDE FLARE AREA. REOPENED TO TRAFFIC oa� an® 11. REFER TO SECTIONS 231.4, 233.5, 238,4. 254.2, 307.2, 234.10, 238.1, 238.7 AND GENERAL Q [� W8-8C rTo SUBCHAPTER G OF THE NYSDOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. J1 WB-8C u '�'O 12 THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC AT ALL TIMES DURING 12. ALL ROOF DRAINS SHOULD BE CONNECTED TO THE ON SITE DRAINAGE SYSTEM. \/ CONSTRUCTION. W1-118 W4-13D 13. STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH THE REGULA71ONS AND SPECIFICATIONS 13. THE CONTRACTOR SHALL NOT REMOVE MORE THAN 200 FEET OF EXIS7NG PAVEMENT PRIOR OF THE TOWN, SIDEWALK CURB RAMP DETAIL TO PLACING NEW PAVEMENT. NEW PAVEMENT AREAS MUST INCLUDE THE BINDER COURSE 14. THE OWNERSHIP, MAINTENANCE AND REPAIR OF THE PROPOSED SITE IMPROVEMENTS SHALL BE THE BEFORE ADDITIONAL PAVEMENT EXCAVATION CAN BEGIN. RESPONSIBILTY OF THE HOMEOWNERS ASSOCIATION. 14. ALL LANE CLOSURE SCHEMES SHALL HAVE THE PRESENCE OF A 'FLASHING" ARROWBOARO NOTES Wg_1C (ITEM 619.0303). 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. A.LL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH ALL� LAWS AND APPLICABLE COSTS. LOCAL, TOWN, COUNTY, STATE AND FEDERAL 1. THE MAXIMUM SLOPE OF A SIDEWALK CURB RAMP IN NEW CONSTRUCTIO14 15. ALL LANES MUST BE OPEN TO TRAFFIC 7 AM TO 9 AM AND 4 PM TO 6 PM WEEKDAYS. NO SHALL BE L•12 IF SPACE LMITATIOEXISTING SITES PROHIBIT WEEKENDSWI-11B THE USE OF 7:72 THE FOLLOWING SLOPES AND RISES MAY BE USED: LANE CLOSURES ARE PERMITTED ON WEEKENDS OR HOLIDAYS. A) STEEPER THAN 1:12 (&33X) BUT NO STEEPER THAN 1:10 (107) 6' MAX. RISE, � 5' MAX. RUN B) STEEPER THAN 1:10 (10X) BUT NO STEEPER THAN 1:8 (1257) 3" MAX. RISE, 2' f`- AV-ADf`- A MAX. RUN W8-2C C) A SLOPE STEEPER THAN 1:8 (1257) IS NOT ALLOWED 2 THE MIN. W1D7H OF A SIDEWALK CURB RAMP SHALL BE FOUR (4') FEET, EXCLUSIVE OF FLARED SIDES LEGEND: • CONE SIGN WHITE DASHED LINE 3. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE O DRUM IF FLASHING WARNING LIGHT YELLOW DASHED LINE ADJACENT STREET OR HIGHWAY SURFACE W8-IC O FLAGTREE ® WORK AREA 4. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FIRM, AND SUP RESISTANT. (EG. A COARSE BROOM FINISH PERPENDICULAR TO THE RAMP BARRICADE MEN FULL SIZED ARROW PANNEL SLOPE IS 5. SOOTING CONCRETE HALL CEMENTC CONCRETE DCURB RAMPS) 6. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE WITH THE N.Y.S. UNIFORM BUILDING CODE AND CARO/ANSI A117.1 CONCRETE CURB 4,000 PSI 1/2' X 3 1/2' PREMOBDED CONTRACTION (CONTROL) JOINT BITUMINOUS EXPANSION JOINT CROSS SLOPE ASPHALT PAVEMENT SECTION AI 28 DAYS AND SHALL BE SEE NOTE 1 1/4' X 3/4' STEEL EDGE 1-1/2' FI SUPERPAVE HMA, AIR ENTRAINED. SFE NOTE 1 VARIES. REFER TO B' WIDE X 18' DEEP FLUSH CURB 1 ON 3 SLOPE MAX THE GRADING PLAN 60 SERIES COMPACTION ASPHALT OVERLAY e' 1 1/2- COLD MILLING ITEM 402126101 X75 BAR CONTNUOUS R-1' "" ' ' ' - ' INTER COURSE OF EXISTING PAVEMENT ITEM 490,01 2-1/2- F9 SUPERPAVE, HMA INTERLOCKING PAVER BY EP HENRY OR APPROVED EQUAL I3BASE COURSE e' kiiiTACK COAT (ALL LIFTS) 60 SERIES COMPACTION APPROX. 1- TO 1 1/2' REVEAL TOP SOIL R ITEM 407.01 ITEM 402256910 BEDDING SAND SEED (TYP) 4- CONCRETE SIDEWALK LIQUID ASPHALT SEAL 5- (2 LETS) F9 SUPERPAVE HMA, ITEM 633.05 R 6' MIN, COMPACTED RECYCLED CONCRETE AGGREGATES' SELECT COMPACTED MATERIAL MEET PAVEMENT COMPACTION 6 60 0 SERIES IES 6901 N.Y.S.D.O.T. MATERIAL 1011 'A- SECTION AS REQUIRED GRADE TYPICAL .'.. :,,�..:._•..•;.....r,.: H : ITEM UBBA OSE COURSE, •`COMPACTED SUBGRADE !1'.`s]C-� a.y-`1 '• E".�'- :' •+ 1/2- x 3 1/2' PREMOULOED CONTRACTION (CDNTROL) JOINT 1-L-III I I-I I-I ASPHALT OVERLAY. BITUMINOUS EXPANSION JOINT STEEL EDGE .' • .. i-III-III-III-I I i=III-III 1 1/Y COMPACTED ASPHALT lY1P COURSE. N.Y.SD.O.T. TYPE 8 FRA SEE NOTE 1 SEE ROTE 1 BINDER COURSE Y-0" 2 1/2' COMPACTED ASPHALT BINDER COURSE, N.Y.&D.O.T. TYPE 3 RA SUBBASE COURSE _ 4' COMPACTED RCA SUBBASE COURSE, N.Y.S.D.O.T. TYPE 1011 MATERIAL 'A' IXISTG PAYT SIFE CONCRETE CVpp m AND PA w _ _ VEMENT DETAON IL COMPACTED SOIL SUBGRADE 1. ALL WORK SHALL CONFORM TO TOWN SPECIFICATIONS EXCEPT AS NOTED. o 2 PROVIDE 1/Y PREMOLDED BITUMINOUS EXPANSION JOINTS ALONG CURB AT 20' O.C. MIN., AT ALL CURB P.C.-S. P.L'S AND AT O ' BOTH ENDS OF CURB CUTS. ! - „ 3. ALL CONCRETE FOR CURB SHALL BE 4,000 PSI O 28 DAYS.4. - • -- 6' TYPICAL. UNLESS WHERE NOTED ON PLAN. BRICK PAVER INSTALLATION DETAIL S. DAMRAG REVEAL AND BBINDER COURSE SHALL BE REMOVED AND REPLACED PRIOR TO PLACEMENT OF TOP COURSE. SEAL FACE OF 6. TOP COURSE SHALL BE PLACED AFTER CONSTRUCTION HAS BEEN SUBSTANTIALLY COMPLETED AS DETERMINED BY THE OWNER PLAN PAVEMENT MEET EXISYG PAV'T li NOTES: 1. INTERLOCIONG PAVERS SHALL BE CONSTRUCTED PER OR OWNERS REPRESENTATIVE "'- - ---_ THE MANUFACTURERS STANDARDS AND SPECIFICATIONS 7. SUBBASE MATERIAL SHALL BE PLACED AND SPREAD FROM AN APPROVED STOCKPILE, MATERIAL SHALL BE TESTED FROM THE �,^o� SIDEWALK ♦p ITEM 633.05 COLOR PER ARCHITECT AND DINER. STOCKPILE BY AN APPROVED SOL TESTING LABORATORY PRIOR TO PLACEMENT CVIY1.rfIG 1 a71yCnA1.1� D�'fVL PAVEMENT DETAIL OCT 2 I <��B S. THE SPECIFICATION FOR THE NYSDOT ITEM 1011 MATERIAL "A' SHALL BE MODIFIED TO PERMIT MILLED ASPHALT AS AN PRIOR TO SING THE MILLED ASPHA TACCEPTABLE AGGREGATE. THE MCTHE CONTRACTOR MUST OBTAIN WRITTEN APPROVAL CAL FRSHALL NOT CAUSE A DEVIATION IN THEIOM THE TOWN AND TIEGRADATION OFSOWNER. 1. CONTROL JOINTS ME TO BE PLACED EVERY 4'-0' AND EXPANSM FOR WORK WITHIN N.Y.S. RAW �-- JOINTS ME TO BE PLACED EVERY 18', OR M DIRECTED BY THE EN(MEE'R. - 2 SIDENALK SHALL HAYS A COARSE BROOM FINISH ■ ■ ■ OF SOUTHWOLD MANOR 0 i ■ ■ R M S ENGINEERING '°ifs m SITUATED AT CONSTRUCTION DETAILS ■ ■ ■ Robinson, p Fp �O `�Gaot G�� APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN Muller & Schiavone Engineers, PC \' FEss1oNP �� SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD GARDEN CITY, NY 11680 SOUTHOLD, NY 11971 DWN. BY: CHK'D. BY; SCALE: SHEET: GENERAL REVISION MKA CJs TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS NTS 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB NO.: �� � � O 40. DATE REV18ION DESCRIPTION BY CWD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY Stets License No. 76ae7 $CTM: DISTRICT 1000, SECTION 63, BLOCK 31 LOT 16 o�.io.os 07.20.08 2005-185 STEEL BAKED ENAMEL SIGN AS FRAME A GRATE: CAMPBELL TYPE PER 'SCHEDULE OF SIGNS' INTERNATIONAL BLUE 1182C COVER: CAMPBELL TYPE 1007C OR APPROVED EQUAL PAINTED SYMBOL SOIL BORINGS NO. 5 BARS O 6' O.C.EW. F FINISHED 2' MIN. COVER GALVANIZED STEEL 'U' SB-1 SB-2 SB-3 GRADE. STICK LEVELING COURSE - B' MIN. CHANNEL POST EL 32.24 CR-. SURFACE EL 323'1 GRWNO SIIRFALE EL 325'3 GROUND SURFACE BETWEEN THE BRICK LEVELING COURSE < 1 D.VE:T LOM M 1 pMY,YDA aT IDw 1 p1 aT LD1L.TA WtEL 1 0 _ AT Low (w%u u) ,uw(q](n-Fs) AND TOP SLAB A REINFORCED -- suuY ar Law emL ary sVo.m PRECAST COl1AR MAY BE USED LI iv g -D 1 a II u mASTt eoDTs pp REFER TO ACHI7ECTUAL PLANS FOR FINISH .F-L TREATMENT k PAINT SPECIFICATIONS �F 5 Dlirt EM::ttLagSx- 5 DIRDALQ9w.�T 5 m 1 ' 23' L D• s o-es NON-SHRINK GROUT t < o (4No-as) IT M- 2A WIN. 10' PRECAST REINFORCED o wr_Dwsl-N'+xQ sum. (H-20 LOAD) SLAB. '"'wALeI. 4 o-u PIPE SIZE PITCH ANDt10031m ® 2T MAIL ^INVERT AS PER PLAN. to GRADE WRAPPED AND RED AROUNDfDto 1 FILTER FMX: TO BE ALL DRAINAGE LEACHINGPPOOLS. FABRIC ATTERN AHRIC H MIR EQOR APPROVED EQUAL TYPUwT m,-Tw sun m FILIAL ( ) 3' 1B' 8' _. roU: OF PARKING is � I I` 1- STALL as X-O' MIN. SAND OR wN~� V GRAVEL )ALLOT. HANDICAP SYMBOL DETAIL •. (TYPICAL) ALL MOUND END OF BORING 25'-0-• END OF BORING 25'•0•• END OF DOTING 25'-0•• 154 PRECAST LEACHING 1'-O' DIA. CONCRETE LEACHING RINGS DLAssIRunDN DLA59Fl°Anw li CUSANCAnDN F TYPICAL SIGN POST DETAIL NOTES: 1. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE SB-4 8B-8 �� a STRENGTH OF 4,ODD PSI MIN. O 28 DAYS 5 2 REFER TO ALIGNMENT PLM FOR ADDITIONAL NOTES, EL. 325't TLOW SURFACE EL 29.5'1 p(auND SURFACE �5 DIAMETER AS PER PLM Ei SIGN LOCATIONS, AND THE SCHEDULE OF SIGNS. 1 9µ %TLOW 1 DIA(9e1 gisµlc LQW �1 _ YOR Lpl-YFLD. eAL aT IpNI ' _ mwQ D. m RM6 sun m QAq.enols (a.)In-es) Nw!LAL-YFlIDM91- uIT Me: anwQ vufD. QAxQ,w.swD. a o m Lrusa l4No-u) m QASN.) / o 8' MIN. PENETRATION INTO 91406) • ' • NRgN STRATA OF SMD & DESCRIPTION GRAVEL ID t 2' MIN.•76 GROUND WATER ••• "a MARKING v Z. 4' 2' 4' 7 4' 7 TT]Lw6MN.AwQ GROUND WATER. YUSA / 4' (hP) Ind imid -CI DOTTED UNE (WHITE) 5 5 )� WMISSING! 4' (7YPJL 1 BROKEN LINE (WHILE) .IT W-TM sum. WREIINFORCED CONCRETEBROKEN UNE (YELLOW) FOOTING RING (TYP) LECTTC Rp- pCROSSHATCHING (WHITE) CROSSHATCHING (YELLOWAm.sPRECAST DRAINAGE LEACHING POOL DETAIL (LP) 4' (TMP') FULL BARRIER UNE (YELLOW) 4' (iYP)WNT.YV 1. ALL DRAINAIGE PIPE SHALL HAVE 2' MIN. COVER. DING P I. O • ,y'";�- 2 AS PMT OF THE LEACHING POOL CONSiRUCTON, IF B, (�. r �� SOUD LINE (WHITE) UNSUITABLE MATERIAL THE CONTRAC70R SHALL BE ) SOLID LINE YELLOW rwl.-Mm6IT �sum. '/6'' oN-IxNr,oL su6t ( ) RESPONm QAVFL STRATA OF N AND GRE E MINIMUM OF STRUCTURE. INTO A TVIRGIN HE (4x.66) (4x6-es) za (TW.) STRATA IO SMD AND GRAVEL BROWCXFU THE STRUCTURE TIff 6 STOP LINE (WHILE) GRADED ONI SHALL THEN BE BACNFRND 'ROU A CHEM NE11 I •� GRADED SAMO AND GRAVEL UP TO AND AROUND TUE 12• (TMpj� FND DF BORING J5'-�• FND OF BORING ]b'-0'• STRUCTURE AS SHOWN. PIPE TRENCH AND BEDDING DETAILS b 3. ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED I CROSSWALK CLA59FICAnoN CLA59FICAnDN WITH PRECAST OPENINGS FOR DRAINAGE PIPE 12' (TYP.) REFLECTIVE STRIPING (WHITE) 4. ALL CONCRETE SHALL BE 4,000 PSI O 28 DAYS NOTES: 1. BEDDING SHALL BE COMPACTED SMD & GRAVEL .2"2r AND SHALL BE SHAPED TO THE BOTTOM OF THE PIPE 5, PROPOSED 12'EDDIAMETER LEACHING GR CATCH BASIN ((LOS) SHALL (imJ BET GRAY AND CUR A FLAT GRAZE PA CURB 261 THE SB-S SB-14 SB-18 RAT GRAZE B A CURB BOX SHALL BE PATTERN FOUNDRY 'MD A 2 SELECT FILL SHALL BE SELECT MATERIAL FREE TOF E3. 26.. cROUIND SURFACE ¢. xaBY MOUND SLRFAf£ D. 3n7't GROUND AIRFACE 6' HIGHAPPROVED DUES AS MANUFACTURED BY CAMPBELL FWNORY OR ROCKS LARGER THAN 2' IN MY DIMENSION MD SHALL a REFLECTIVE APPROVED EAUAL BE PLACED IN 8'MAX. LOOSE LIFTS AND COMPACTED TO ^ TURN ARROWS (WHITE) t 6m1.EDT Law,m Rrc t ,AL.9M D ar fnw, t Duel 66N I1_-) Law 85F STMDMD PROCTOR. sum(a%u-,8 m Bxs sw0(wxubN a fl-u B. THE TOP 4'-0' SECTION SHALL BE A SOLID REINFORCED ew.-uuP MT LAx-uart 6nN ,AL-Aux ew. Sao,a ) nxE sumr 9Lr,a att RAPE sua PRECAST CONCRETE RING. (4%6-u) vMfe.ums TA ma nmfs a M " F PAVEMENT MARKING LEGEND u - Igll iRx: a0L-IT MM YT1lbY91 d1N0£S,VA, p1µQ Rpy S.LIm. 9LT,y1IT Ipw m mW1 TR aLL4II,ALT N' 0-Q IIIT WL SaA. WAHL 10 t Uart Mix.- ISPI(o-,$) sBLawal- 1 IxNr Aa- QANQ swD, DeuIQ 6Ra sum. Tx wwst Ta autfL,EDT BRICK LEVELING COURSE HEAVY DUTY CURB TYPE INLET FRAME & s s 5 Y°f'0M�_ BICYCLE TYPE GRAZE' AS anrxQ rw sum, - 4' MIN TO 18' MA% FRAME & COVER mLaA9I-aluNQ m uusn,9u CAMPBELL 1007C MANUFACTURED BY CAMPBELL FOUNDRY Twwas)a uwr euL-rw (4Xo-es) (SOLID) OR APPROVED EQUAL PATTERN NUMBER REINFORCEMENT - /5 BARS CAMPBELL 1182C (GRATE) 2817 WITH A 6' CURB HEIGHT HANDICAP PARKING ONLY* SIGN (TYP). I4xo-6s) wjeFjp-iiBl' O e' EW. LOP & BOTTOM (TYPJ OR APPROVED EQUAL FINISHED GRACE SIDEWALK /r SIGN 'e' OE7'SET FROM CURB-WFIERE MED / APPILCARLE z OR EQUIVALENT AGEEX WIRE MESH b 4• PAINTED WHITE LINE �.� �.� '•' OR 2x3 VNO.AL 7 GAGE EXPAROED METAL ' REINFORCMENT LEVELING COURSE - ALLOW OR CURB AS PER PLAN uW Bw-Tw.. q 5/8' GI BAR STEPS NTH SPLIT `aL ) M - ENDS 1'-0' D.C. FOR FULL DEPM, AD,R ISIYENT• MAX FOR 4x.66) nw.r. axr. n `• ORENTATION ARD LOCATION _ uw em.Tw a PRECAST REM - SUBJECT TO dHMCE xlRxunMMt FAA3' 24 a OONCREIE _ Fait HMAa. 9oa sun. eel swA • a_s• •..'�' OPENING T-6' x 4'-0' 9TAxDMA srAu STALL WIDE WHITE STRIPE J °R BLUE IF A HANDICAP ax.sun. TA wANFI.su O QA ) _ I7' 4.000 L& - 28 DAY STRENGTH D- / ) '. � CONCRETE _ i NON-SHPoNK GROUT 8'` THICK REINFORCED WALLS a� ' e6IL sua,m ww. • ' v a / (4x.-666 �mJm �m Em ENO OF BORNE 35'-D'• ENO OF BORING 35'-0'• mo OF BORING 35-0•• < 1 INVERT FILL m n CLASS 'B' CONCRETE PER PER PLAN R P PER PLAN PER PLAN FxA,sIFICAnax gASRFICAnoN cumOc4nox - REINFORCEMENT AREA OF CIRCUMFERENTIAL STEM-O.0D2541). NOTES: (IN INCHES) OR 0.12 SO.IN. PER LF (TYP.) MAX SPACING 6' _ 1. SOUL BORINGS CONDUCTED BY SOIL MECHANICS DRIWNG . .�- ' q ° E2WY DRIVE AISLE PER PLAN 4' WIDE INTERNATIONAL BLUE SNIPE TYP CORP. ON MARCH 23, 27 & 28, 2008 A ' NIDE INTERNATIONAL BLUE STRIPE 1 1/z' COVER". a4•-„; 1 1/2' COVER INVERT (TYP) 2 CONTRACTOR SHALL REFER TO GEOTECHNICAL ENGINEERING REPORT, DAZED APRIL 4, 2008 FOR ADDITIONAL 1/2' COVER O 45' - 5' O.G (TYP). INFORMATION ( ) • .. .. `:. {•1 N _- REINFORCEMENT PER PARKING AREA STRIPING AND ALIGNMENT DETAIL . .:: „''': 6' MIN. DRY MORTAR BED NCDPW SPECIFICATION t-T T-T NOTES: 1. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE WITH THE N.Y.S. UNIFORM BUILDING CODE AND GABO/ANSI 4' DIAMETER PRECAST DRAINAGE MANHOLE DETAIL (DMH) A177.1 — " CATCH BASIN DETAIL 2. ALL STRIPING SHALL HAVE A MINIMUM OF TWO - (2) NOTES: GOATS OF PAINT. 1. MANHOLE SHALL CONFORM TO TONT( STANDARDS. 1. ALL PRECAST DRAINAGE STRUCTURES SHALL BE 3. ALL PARKING LOT STRIPING TO BE VMITE 2. ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED. FURNISHED WITH PRECAST OPENINGS FOR DRAINAGE PIPE SHERWIN-WILUAMS A-100 ACRYLIC EXTERIOR 3. ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER. 2 ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER FIAT LATEX SERIES AS PAINT OR EQUAL EXCEPT HANDICAP STRIPING COLOR. _ ■ ■ ■ 2Pjj�OF NfN, SOUTHWOLD MANOR CONSTRUCTION DETAILS Y ■ ■ RMS ENGINEERING 5/LOON GG SITUATED AT APPLICANT: EAST END RESOURCES, LLC OW ER: ALBERT b RITA COHEN ■ ■ ■ Robinson, Muller & Schiavone Engineers, PC m G 38 ��= SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD 9�_SIotNP�� GARDEN CITY, NY 11530 SOUTHOLD. NY 11971 CHK-D. BY: SCALE: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OWN. BY: MKA GJS 2. 10.17.08 GENERAL REVISION MKA GJS NTS SHEET: 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB NO.: No. DATE REVISION DESCRIPTION ON oFrD Phone 631-271-0576 Fax 631-271-0592 www. SCTM: DISTRICT 1000, SECTION S3, BLOCK 3, LOT rmsengineering.com NY State License No. 76887 15 SIp ' �1 ' 07.10.08 07.20.08 2005-195 CAST IRON FRAME k COVER AS PER PLAN. SOLID COVER - CAMPBELL HEAVY DUTY CAMPBELL i1007C CAST IRON FOUNDRY TYPE TOOTS _ FRAME AND COVER OR APPROVED EQUAL FINISHED GRADE • • PRECAST MASONRY CAP ALL INLET OUTLET GROUTED TO TOP OF WALL BRICK 8' MIN. - 12' MAX. BRICK 4" MORTAR 1/2' CEMENT LEVELING COURSE s BED PLASTER :! -': BRICK MASONRY 0 PRECAST CONS. COLLAR. '�; n MATCH BUILDING (TYP.) NEW MANHOLES: AS REQUIRED ''": 8' SONG MASONRY e• IN. 4 MIN. - 78' MAX. REINFORCED PRECAST UNITS (TYP.) VARIES � CONCRETE DOME EXISTS. MANHOLES: MASONRY TIES (TYP) O 1'-4' O.C. 8' TOP 20• MAX. 12' MAX VERTICALLY ANO HORIZONTALLY ..:. I 2-D 0SLAB 1 OVERSIZE) ALUMINUM HAND GRIP 12' O.C. (TYP.) G.M.U. CELLS ��•® _ GROUT WITHIN 4'- " O 12AROSC NON-SHRINK GROUT 11®�� N PLAN VIEW REFER TO CONCRETE 5" MIN. 0 ISI s SLAB DETAIL GR. 60 A4 STEEL DOWELS L, SPACED O 24. O.Q. ,- 3'-0" MIN. SAND AND HEAVY DUTY CAMPBELL PATTERN SEE NOTE 3 GRAVEL COLLAR. - 4" DIA, PVC PIPE INSTALLED WHERE a NUMBER TOOTS CAST IRON FRAME AND NECESSARY TO ALLOW DRAINAGE FOR WALL Wo z i. t; (TYPICAL) ALL AROUND COVER OR APPROVED EQUAL H-20 FROM WITHIN ENCLOSURE REINFORCING - o LOADING FINISHED GRADE w SEE BARREL �� V W rn * "' m F 5 FINISHED PAVM'T GRADE ' < c i JOINT DETAIL 51 MIN. a iv FS W z_n20- 7.. EINFORCED PRECAST CONS. 4. 12" C.M.U. z -'I m rc 4"MIN.-8" MAX BRICK F INVERT FILL 15.� W 24" OP SLAB TRAFFIC - 36' s v RDa - LEVELING COURSE 4,000 PSI �� �j EARING) STEEL BOLLARD 15' MIN. 10 N CONCRETE REINFORCED PRECAST • SPLICE LENGTH CONCRETE COLLAR6' MIN. PENETRATION d - ' INTO VIRGIN STRATA I 20` L-NON-SHRINK GROUT OR. 60 /4 STEEL -� gm B' OF SAND k GRAVEL TYP HOOKED DOWEL ' •' 1Y'ti 12' (TYP-) _ II J " OLIN a•WATER. - '• IN. TO GR D tl4 BARS 1'-6' , 2 M 6 PIPE SIZE SLOPE 2 1/2 ='-' PIPE, SIZE, SLOPE Om CL, '. '. '.L� GROUN WATER. ANO INV. (SEE PLAN) PLACED WIRE MESH AND INV. (SEE PLAN) AYS PSI O 28 RADIALLY 4 X 4 - W4 W4 B" X 24" °r t0 DAYS CONS. FTG. TWO 1'0 PREFORMED PLASTIC OPG. OR, CSTEEL SEALING COMPOUNDS, ONE REINFORCING BARS ON EACH BEARING SURFACE PRECAST CONCRETE Q w (CONTINUOUS) (TYP. FOR EVERY JOINT) CHAMBER o SECTION VIEW 4' MIN. DIAMETER BARREL JOINT DETAIL 10' DIAMETER SANITARY LEACHING POOL DETAIL ISLP) NTS 1. REFER TO SANITARY CALCULATIONS FOR SIZES 6" MIN. REFUSE ENCLOSURE DETAIL 2. AS PART OF THE INSTALLATION OF LEACHING POOLS, CONTRACTOR IS RESPONSIBLE TO EXCAVATE 6' INTO EXISTING SAND AND GRAVEL SECTION VIEW 1. GATE SHALL BE 6' HIGH OPAQUE METAL INDUSTRIAL APPLICATION WITH A 4' DIAMETER SANITARY DISTRIBUTION MANHOLE (SDMH) ACCEPTABLE TO HEALTH DEPT. AND ENGINEER AND BACKFILL WITH SELF CLOS MECHANISM. S.C.O.H.S. ACCEPTABLE CLEAN SAND AND GRAVEL TO INLET PIPE 2 THE CONCRETE BLOCK WALL SHALL HAVE A 3' FOOTING. ELEVATION. NOTES: 3. THE CONCRETE BLOCK WALL SHALL BE REINFORCED USING MASONRY S. SAND k GRAVEL COLLAR IS SUBJECT TO HEALTH DEPARTMENT REINFORCING MESH (CONTINUOUS- HORIZONTAL DIRECTION) AND {5 1. BOTTOM MUST BE COVED OR BENCHED FIELD APPROVAL SEPTIC TANK DETAIL (ST) REINFORCING BARS (CONTINUOUS VERTICAL DIRECTION) EMBEDDED IN THE BLOCK AND SUPPORTED C CONCRETE FINING. THE REINFORCING SHALL 4. CONTRACTOR TO PROVIDE DUMMY RINGS AS NECESSARY TO BRING BEA MAXIMUM OF E ON CENTER. BATH DIRECTIONS. LEACHING POOL COVERS TO GRADE 1. WHEN LOCATED IN TURF, LANDSCAPED OR EARTHEN SURFACE AREA, SET 5. EFFECTIVE DEPTH SHALL BE MEASURED, IN SANITARY LEACHING COVERS 1" ABOVE FINISHED GRADE. 4. FOR LENGTH AND WIDTH DIMENSIONS. REFER TO THE ALIGNMENT PLAN. POOLS, AS THE VERTICAL DISTANCE FROM THE INVERT OF THE 5. C.M.U. CELLS CONTAINING STEEL REINFORCING RODS SHALL BE PRESSURE OUTLET PIPE TO THE BOTTOM OF THE LEACHING STRUCTURE. 2, WHERE SITE CONTRACTOR MEETS BLDG. PLUMBERS PIPE A MECHANICAL GROUTED FROM TOP OF FOUND. WALL FLUSH TO TOP OF THE MASONRY PRECAST DOMES WILL NOT BE CONSIDERED AS EFFECTIVE DEPTH, JOINT SHALL BE PROVIDED TO CONNECT THE PIPES TOGETHER. WALL ONLY LEACHING RINGS WILL BE AS INDICATED ABOVE. 6. C.M.U. CELLS CONTAINING STEEL RENFORCNG RODS SHALL BE CLEARED OF 3. CONCRETE COMPRESSIVE STRENGTH TO BE 4,000 P.S.I. AT 28 DAYS. OBSTRUCTIONS PRIOR TO GROUTING. 4. WELDED WIRE FABRIC TO MEET BOTH ASTM A-82 AND ASTM A-185 7. MASONRY TIES MUST EXTEND A MINIMUM OF 1-1/2" ONTO SOLID MASONRY STANDARDS. UNITS AND BE FULLY EMBEDDED IN MORTAR ON THE OUTER FACE SHELL OF HOLLOW MASONRY UNITS, 5. STEEL REINFORCING BARS TO MEET ASTM A-615 GRADE 60 STANDARDS. B. THE COLOR AND TEXTURE OF THE REFUSE ENCLOSURES SHALL MATCH THE BUILDINGS THAT THEY SERVICE. 6. THERE SHALL BE A MINIMUM ELEVATION DIFFERENCE OF 6 INCHES BETWEEN THE INLET INVERT AND THE OUTLET INVERT. SEPTIC TANK NOTES 1. WHEN LOCATED IN NRF, LANDSCAPED OR EARTHEN SURFACE AREA. SEF COVERS 1' ABOVE FINISHED GRADE 2. WHERE SITE CONTRACTOR MEETS BLDO. PWMBE'RS PIPE A MECHANICAL JOINT E SHALL BE PROVIDED W CONNECT THE PIPE TOGETHER S CONCRETE COMPRESSIVE STRENGTH TO BE 4.000 P.S.I. AT 28 DAYS. s 10'-0'-I- 4. WELDED NiRE FABRIC TD MEET BOTH ASTM A-112 AND ASTM A-185 STANDARDS 10'-O'� Al I 5. THERE RDNF BEA BARS M MEET ION A-615 GRADE 60 STANDARDS 8. THERE SHALL BEA MINIMUM ELEVATION DIFFERENCE OF 8 INCHES BETWEEN THE INLET INVERT AND THE OUTLET INVERT. 7. 1 RCNPARTN T SEPTIC TANKS SHALL CONSTRUCTED OH A COMMON REINFORCED o EACH C&ED CONCRETE SLAB B AT LEAST 8 INCHES ES THICK. S EACH COMPARTMENT SHALL BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE SOLID RINGS, SOLID DOMES OF SUB TOPS 9. CROSSOVER PIPES CMSTHEFS BE OF 8 INCH O.D. PIPE. 20 INCHES ON CENTER, WITH WATER MAI @ JANDA DS OF ENT TO SANITARY PIPE OR CENTER UNE W INCHES BELOW THE G A M LEW3 N WATER MAIN N AND PRS SU DRAINAGE PIPE 70. THE CONED FLOW MUST BE SPLIT USING A MINIMUM 4 FOOT DIAMETER MANHOLE. NTH CONSTRUCTION AND PRESSURE TESTED 'F A COVED OR BENCHED BOTTOM. TO ASSURE WATER TIGHTNESS PRIOR WATER MAIN OR WATER 11. COVERS OVER INIFT/W,iPF FOR SLAB TOPS OR IN CENTER FOR GONE TOPS To BACKRWNG. 18' MINIMUM SERVICE 0 x SANITARY LEACHING POOL NOTES 1. AS PMT OF THE INCAVATE 6' W LEASHING POOLS, CD GRAVEL IS E RESPONSIBLE TO EXCAVATE 6' INTO ENGINEER SMO AND GRAVEL TYPICAL UTILITY CROSSING DETAIL ACCEPTABLE S. HEALTH DEPT. MD ENGINEER AND VEL TO I r PIPE ELEVATION.ACCEPTABLE CLEAN SAND AND GRAVEL TO INLET 2. SMD A GRAVEL COLLAR IS SUBJECT TO HEALTIH DEPARTMENT FIELD APPROVAL 3. CONTRACTOR TO PROVIDE DUMMY RINGS AS NECESSARY TO BRING LEACHING POOL COVERS TO GRADE 4. EFFECTIVE DEPIH SHALL BE MEASURED, IN SMRARY LEACHING POOLS -- -- o AS THE VERTICAL DISTANCE FROM THE INVERT OF THE OUTLET PIPE TO THE BOTTOM OF THE LEACHING STRUCTURE PRECAST 00N ANLL NOT BE OONSIDMED AS i EFFECTIVE DEP1H, ONLY LEACHING RINGS 'MU_ BE AS INDICATED ABOVE FE a a 9 i U ■ ■ ■ SOUTHWOLD MANOR CONSTRUCTION DETAILS RMS ENGINEERING yPj�°FNw .� ■ ■ G J SG O +y �, SITUATED AT APPLICANT: EAST END RESOURCES, LLC OW�ALBERT & ROTA COHEN p ,* 666 OLD COUNTRY ROAD, SUITE 901 66866 MAIN ROAD " ■ ■ ■ Robinson, Muller Q Schiavone Engineers, IAC SOUTHOLD° <,P �ssoTd c``w GARDEN CITY, NY 11630 SOUTHOLD, NY 11971 d ROFFSSIOI*-��^ DWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS NTS 2. 10.17.08 GENERAL TENSION MKA GJ5 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.: SP - 12 1� /•%� 1. 08.29.06 REVISE PLANS PER CLIENT COMMENTS MKA GJS Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 V P _ 1 2 No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 78387 07.10.08 0],20,0$ 2005-195 EROSION CONTROL AND LANDSCAPING NOTES EXISTING750' MIN. WOVEN WIRE FENCE (MIN. 14.5 GROUND pAVEMENT SPACING) MAX 8" MESH SPECIFICATIONS ANDGUIDELINES DUST CONTROL NOTES STONE PAVEMENT 3' 10 MAMMUM SpaONG S/ ALL WORK SHALL BE DONE IN ACCORDANCE WTD THE NEW YORK 06' MIN. FENCE POSTE DRIVEN6" MIN. STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL MANUAL, LATEST EDITION. DEFINITION MIN. te" INTO GROUND POSTS: THE PP TTP: RUE CM1ROU OF OUSE RESULTING FROM LAND-gaN STURG ACTIVITIES. STEEL EITHER • OR Y HARDWOOD SILT FENCE TO BE EROSION CONTROL PJIBPffiE FILTER CLOTH MOUNTABLE BERM __ INSTALLED TA LEDDN ONNG�)OMIT ro PREVENT SURFACE AND AIR MOVEMENT OF DUST FROM DISTURBED SOA.SURFACES CTAT MAY CONSTRUCT ALL TRO L S AND BERMS N SHOWN OR V REQUIRED TO CAUSE OFF--SITE DAMAGE, HEALTH HAZMM AND M%FRC SAFETv PIroBLLNs. PROFILE (OPTIONAL) Or MIN. PENCE DIRECT AND CONTROL S LOPES TE RUNOFF AND PREVENT EXCESS c0xmm�uS WINE PRACTICE APPUFc SILT FENCE Pos'fs EROSION. 33X (3 :T SLOPES STEEPER THAN (3:i) SHALL BE STABILIZED ON CONSTRUCTION ROADS, ACCESS POINTS AND OTHER DISTURBED AREAS SUBJECT To ,- I3 n BY HYDROSEEDED WITH MULCH BINDER TYPE "AH", TYPE "A' OR BY USING SURFACE DUST MOVEMENT AND MST BLOWING WHERE RF-SITE DAMAGE MAY GCNR 40"MIN. JUTE MESH AS LISTED IN THE EROSION MANUAL OR AS SPECIFIED BY THE IF DUST IS NOT CMIROLIEO. _ CLEARED AREA UNDISTURBED ENGINEER OESI9tl..GB®A EXISTING s�W GROUND CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE AMOUNT OF AREA DISTURBED GROUND TOS AT ONE ME BUFFER AREAS OF VEGETATIM SHOULD BE LEFT WHERE PRACTICAL TEEAPORARY ALL DISTURBED SOIL AREAS, EXCLUDING PAVED AREAS AND RECHARGE MEASURES SHOULD BE INSTALLED. NO SPECIFIC OLcIM CRITERIA IS GIVEN: REFER N CONSTRUCTION 50' MIN o z CMPACTED SOIL 16` MIN. SPEGFCATIONS BELOW FOR COMMON METHODS OF DUST CONTROL I ,- EMBEDDED FILTER BASINS, MUST BE COVERED WITH A MINIMUM OF 4" (INCHES) OF NATIVE M.QnH MIN. IL J CONSTRUCTION SPECIFICATIONS H INTO OM IN. 6 TOPSOIL PRIOR TO THE REMOVAL OF EXCESS TOPSOIL. m VEGETATIVE COVER - FOR DISTURBED MEAS NOT SUBJECT TO TRAFFIC: VEGETABM PROMDE6 THE SECTION MOST PRAM METHOD M MST CONTRW TEMPORARY SEEDING SHALL BE AS FOLOW ISOMETRIC O Y VIEW I ME ANDFERTILIZER F A RTE GRASS (ANNUAL OR PERENNIAL AT W POUNDS PER ALAE(0.7 LBB / 1,000 SF) �U 10' t ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE LIME AND EL CERTIFIED `ARODS70W MINTED RYE (CEREAL RYE) AT TOO POUNDS PER ACHE R- SPECIFIED AS RECHARGE BASINS SHALL RECEIVE LIME AND FERTILIZER (23 LBS /�) w z MIN. O FERTILIZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS USE WINTER RYE IF SEEDING IN OCTOBER M NOVEMBER rc Z D BY ENGINEER. c MULCH, INCLUDING CRAVED. MULCH, OFFERS A FAST EFFECTIVE NEMS OF CMIROWNG OUSE. N MULCHING SPRAY ADHESIVES - EXAMPLES OF SPRAY ADHESIVES FOR USE M MINERAL. SOLS ARE SHOWN IN TUE +23' wFg1ANWC TABLE 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE SILT FENCE DETAIL ALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED, SHALL BE WATER TYPE ON AR MULCHED AND ANCHORED. MATERIAL OD!lDOB HOMECALMSMglS PERL OR STAPLES A ACRYLIC POLYMER 9:1 COURSE SPRAY 600 PLAN VIEW 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WRE FENCE TIES TYPE OF SEED, HYDROSEEDING OR ALTERNATE STABILIZATION LATEX EMULSION 1z&I FINE SPRAY 235 SPACED EVERY 24" AT TOP AND MID SECTION. TYPE "A- NORMAL LAWN SEEDING PENN W WATER fit FINE SPRAY 300 S WHEN TWO (2) SECTIONS OF FILTER CLOTH ADJMN EACH OTHER THEY SHALL BE OVERLAPPED BY SIX (6) INCHES AND FOLDED. IN THE SPRING OR FALL USE A MIXTURE OF 30% OF MERION BLUE GRASS, WATER WAUTY SHOULD BE CONSIDERED WHEN MATERIALS ME SELECTED FOR MST CONTROL CONSTRUCTION ENTRANCE DETAIL 4.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED 65X CREEPING RED FESCUE AND 5% REDTOP AT A RATE OF 3 LBS. MIN. WHEN •BULGES' DEVELOP AN THE SILT FENCE PER 1,000 SQUARE FEET. SgRSP NKUNG - THE SITE MAY BE RAYED UNTIL THE SURFACE IS WET. THIS IS ESPEMMLY ISTEC LVE M HAUL ROADS AND ACCESS ROUTES 1. STONE SIZE - USE 2- STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. TYPE "B" - HYDROSE D MIX "B" THE USE OF STONE FOR CONSTRUCTION ROADS IS ALSO EFFECTCE FOR DUST CONTROL 2. LENGTH - NOT LESS THAN 50 FEET. 50% TALL FESCUE 3. THICKNESS — NOT LESS THAN SIX (6) INCHES. SHEEP FESCUE BARRIERS — A FENCE RR N HEC BARRIER CM CONTROL AIR CURRENTS AT INTERVALS EQUAL ro 5% INTERMEDIATE WHEATGRASS nFlEEMANTIS nus THE 9ARMFR HeONT. PRESERVE Ewsnxc WIND BARRIER VEGETATION As Mucx As PRAcncu. 4, WIDTH — TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS 5X RED FESCUE MAD�FE WHERE INGRESS OR EGRESS OCCURS SX KENTUCKY BLUEGRASS 5% REUTERS CANADA BLUEGRASS MAINTAIN OUST CONTROL MEASURES nx,Ducx DRY WEARIER PERIODS UNTIL All DISTURBED MFRS ARE STABUTED. 5. FILTER CLOTH — WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE TREE 6. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION AND SHRUB PLANTING ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A . ALL TREES AND SHRUBS SHALL BE PLANTED IN CIRCULAR PITS 1 MOUNTABLE BERM WITH 5:1 SLOPES WALL BE PERMITTED. FOOT CLEAR ON ALL SIDES AND BOTTOM OF ROOT BALL AND 7. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL BACKFILL WITH A MIXTURE OF 7 PARTS TOPSOIL, ENT THE TRANSPORT OF SEDIMENT ONTO PUBUC RIGHTS-OF-WAY. ALL SEDIMENT MANURE. TRANSPORTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. PLANT2ALL MATERIAL SHALL HAVE VIGOROUS ROOT GROWTH AND BE 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED NTH STONE FREE FRROMOM ROOT INJURY AND DISEASE IN ANY FORM. AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE 9. PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. HYDRANT, DRIVEWAY APRON OR STORMWATER PIPE/CATCH BASIN OR WITHIN 25' OF ANY STREET LIGHT, STREET SIGN OR POINT OF CURVATURE OR TANGENCY OF ANY CORNER. MOTO ELECTRIC 4. ALL EXISTING TREES SHALL REMAIN EXCEPT AS NOTED, CONTROL PROPOSED COLONIAL TYPE I(rROUND) POST TOP FIXTURE 5. A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED ALONG CONSTRUCTION CLEARING LIMITS AND AROUND EXISTING TREES TO MITIGATE THE IMPACT OF COMPACTION OVER CRITICAL R TICAL ROOTS, INJURIES IE TO BARK ANDLMBS , SPILLS OF OIL, CONCRETE OR OTHER HARMFUL CHEMICALS. 2 X Y - _ Y ' ST ANE WO DEx T SLOPE EM a REBNEEMBANKMENTBNSE N IINT 6 MEN TI M 0nI E (SLOPE VARIES) ND]E$: PROPoSIDM TPOE BOUND MY BALE 6HAKESPHEAE• BLACK FlBERGLASS lE%NRED POE1. A PROTECTION MUST REMAIN UNTIL CONTAINMENT AREA CANOPY (MINOR ONLY ALLOWED) DONE WITHIN THE Y2 2` STA QS - FlA GG UNG COMP PER BA LERUBBERHOSE LER 0N OF TION. ANY GRADIN 7PROlECTION ZONES SHALL BE DONE WITH 1rM NRE GUYS ONLY HAND TOOLS. U GROUND DRIVE STAKES PLUSH 3`00 CEDAR2 EXISTING NG TREES TO REMAIN SHALL BE STAKED a e urTED B0' i APART z' MIN. BEDDING DETAIL BOUNDHAY B PROTECTEDALESWITHAMINIMUM 6x6ENCLOSURE END TO MD. CONSTRUCTED AS PERE TH ABOVE DETAIL d: N FACE OF WRB PLAN PLACED M CMl0UR5 NTH a sxaw FENCE TO BE INSTALLED AT A DISTANCE IN FEET FROM THE TREE (IF BEHIND MRO) EQUAL TO THE DIAMETER OF THE TRUNK IN BUGLE FIRST STAKE TOWARDPREWOUsv LAID BONE INCHES, MEASURED TWELVE (12) INCHES FROM CORE NOE GRADE. BOUND HAY BALE 2`x6' PRESSURE 2` x 2" WOODEN \ \ °A TREATED RAILS (TYP) WAY UME OR M REAAR \ \ 4'x4- PRESSURE TREATED s q CORNER POSTS (TYP) E SPLICE •.•>: STREET TREES TUBE -5.:.: V V� F BOTANICAL NAME. ZELKOVA SERRATA (ZS) o ANCHO SIZE. 2-1/2` CAL 12-14' HT. RING DETAIL N CABLE BOTANICAL NAMF- QUERCUS COCCINEA (QC) OPTION. P��9 SIZE:_ 2-1/2` CAL 12'-14' HT. MECHANICAL 4`x4` POST TREE TO SE HOLDER 2'-0- DEEP PROTECTED STRAW BALE DIKE DETAIL BREL BOTANICAL NAME AGER - CAL 1 -14 PROFILE CONCRETE EMBEDMENT I. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR THE CONTOUR AND IN A ROW NTH ENDS TIGHTLY cnF' 2-1/Y CAL 12-14' HT. 274" PRESSURE (1-4 MIX RATIO) ABUTTING THE ADJACENT BALES TREATED RAILS 2- EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR (4) INCHES AND PLACED SO THE STREET LIGHTING DETAIL BINDINGS ME HORIZONTAL E BURLAP TO REMAIN 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO (2) STAKES OR RE-BARS DRIVEN THROUGH B GO PPFlLLTEO BACKFILL 1. UNDERGROUND CABLE - (2) #6 CONDUCTORS NTH #6 GROUND XLP/USE. THE BALE THE FIRST STAKE IN EACHEIALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN N J 4` {,VEDDED BARN MIN. 4' HIGH WOOD ANGLETO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. N MUCH 4•x4• PRESSURE SNOW FENCE TO BE 2 1 1/4" GALVANIZED CONDUIT TO BE FURNISHED AND INSTALLED UNDERNEATH DRIVEWAY AND EXTEND V I PLANT SAUCER TREATED CONNED STAKED EVERY W BEYOND EACH EDGE OF DRIVEWAY. 4. INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MADE AS REWIRED. POSTS (TYP) O.C. 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT TO BLOCK OR IMPEDE 3. ALL CABLE TO RECEIVE 2' MINIMUM COVER. STORM FLOW OR DRAINAGE TREE PLANTING DETAIL 4. CONDUCTOR TO BE LOCATED 3' BEHIND FACE OF CURB OR AS DIRECTED. Ua 1.PROPOSED TREES SHALL BE PLANTED IN ACCORDANCE NTH TOWN SPECIFICATIONS, 5 FT BEHIND SIDEWALK WITH A MAXIMUM SPACING of 40 FT. TREES SHALL BE 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND COSTS INVOLVED IN THE CONSTRUCTION THE RESPONSIBILITY OF THE INDIVIDUAL HOMEOWNER. OF STREET LIGHT POLES, WRING AND APPURTENANCES AS REQUIRED. THE CONTRACTOR SHALL NOTIFY 1 I v 2.PROPOSE° TREES SHALL BE PLANTED ON AN ALTERNATING BASIS, AS SHOWN ON PLAN VIEW THE TOWN (48) HOURS PRIOR TO CONSTRUCTION, SO THAT A TOWN LIGHTING INSPECTOR CAN BE MADE _ ^ 'i THE ALIGNMENT PLAN, TO MINIMIZE THE POTENTIAL SPREAD OF SPECIES-SPECIFIC .AVAILABLE FOR FIELD INSPECTION. DISEASES AND TO AVOID MONOCULTURE. TREE PROTECTION DETAIL 6. CURRENT TOWN LIGHTING DESIGN CRITERIA NTH SPECIFICATIONS FOR TYPES OF POLES, STREET C`" a LIGHTING LUMINAIRES (FIXTURES), CABLE AND CONDUIT, ELECTRIC SERVICE CONNECTIONS, ETC. MUST BE L_, '1 ADHERED TO AND UTIUZED. THE CONTRACTOR SHALL CONTACT THE TOWN FOR THE MOST CURRENT I fl SPECIFICATIONS AND DESIGN CRITERIA. - -A I e _" mt p �S�tE OF N YO SOUTHWOLD MANOR CONSTRUCTION DETAILS ■ ■ RMS ENGINEERING �GGJS ��_ z: HAL- I SITUATED AT rt;;�,a„✓-a 4w ■ ■ ■ Robinson, Muller & Schiavone Engineers, IAC op 'C 7, ��� SOUTHOLD APPLICANT: 868 EAST END RESOURCES, LLC OWNER: ALBERT A PITA COHEN EssloclP`' OLD COUNTRY ROAD, 8UITE 901 68665 MAIN ROAD GARDEN CITY, NY 11590 SOUTHOLD, NY 11971 OWN. SY: CHK'D. BY: SCALE: SHEET: E z. 0.17.08 GENERAL PENSION MKA Cis TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS ° NTS 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. 3chlavone, PE DATE: DATE: .LOB NO.: � � —13 1 /1 No. DATE REVISION DESCRIPTION ev GIN•D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 75387 SCTM: DISTRICT 1000, SECTION 6S, BLOCK 3, LOT 15 07.1o.oa 07.20.08 2005-195 3 BILCO DOOR SHOWN IN OPEN WAS CONCRETE COLLAR 4 POSITION 28MIN. I MAN TO BE POURED WITH I TOP SLAB - .. I - __r - WATER DISTRIBUTION SYSTEM NOTES HYDRANT �� G VALVE G FINISHED GRADE Y CLEAR m, o.. 0 I d 1. 4" DIAMETER OR LARGER WATER MAN SHALL BE CLASS 52 DUCTILE IRON PIPE DT-201 NOTES ,j m i •••1 rG /YS O 2'-0. O.C. - VERT. A 0 MANUFACTURED BY US PIPE OR GRIFFIN i 2 GATE VALVES SMALL BE RESILIENT WEDGE VALVES MANUFACTURED BY �n /4'S O 12' O.C. - HgRIL LIE RODS RODS MUELLER COMPANY GENERAL INFORMATION 3. WATER MANS AND SERVICE LINES ARE TO BE LOCATED AN MINIMUM FOR VAULT CONSTRUCTION INLET M OF (10') TER FEET FROM ANY STRUCTURE, INCLUDING BUILDINGS, PONDS, EDN, - - O17LET SIDE HYDRANT DRAINAGE AND SANITARY STRUCTURES 1. CONCRETE 4.OD0 P.S.I. AT 28 DAYS 2 REINFORCING: ASM A-615 - GRADE 40. •I„ io 1.2• BEE VAULTS BY-PASS TWO 2 1/2'0 NOW NOZZLES 4. PIPE "INSTALLATION N OF U I ACCORDANCE WTHMAI AWN STANDARD ro I PIPING NOTES BY- & 10 C 600 "INSTALLATION aF DUCTILE IRON WATER MAINS AND 3. WEDDED ,ARE FABRIC: ASM A-52 & A-85. APPURTENANCES• LATEST EDITION. PIPE SHALL BE WD STRAIGHT WITH NO m ' ONE 1 - 2 DEFLECTIONS AT JOINTS AND NO DEFLECTION OF PIPE 4. ALL FORMS TO BE PRIOR PUMPER NO2 3/4' POUR AND REMOVED. FINISHED WALLS TO HAVE CLEAN FOOTING / SURFACES AND FREEE or OF ANY SPLINTERS AND PROTRUSIONS .16• ZIIE 5. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND ELEVA- 5. FOOTING POUR TO BE SEPARATE FROM WALL POUR. d FAgG OF WRB TION OF EXISTING UTILITIES BY FIELD INVESTIGATION. THE ENGINEER 7/8' ALUM. STEP-ALCOA /160278 6' COARSE GRAVEL FILL SHALL BE NOTIFIED OF ANY CONFLICT BETWEEN DUSTING 6. ALL UFRNG HOLES TO BE PROPERLY MORTARED FLUSH TO WALLS. COPOLYMER PLASTIC MANHOLE (APPROX. 1• - 1 1/2" IN SIZE) ST IRON URURES AND PROPOSED WORK. 7. MA INDUSTRIES, No COPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP RS2-PF STEP MPS2-PF (MA INDUSTRIES) VALVE BOX 6. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND WATER DEPARTMENT (DETAIL NOT SHOWN). C THRUST BLOC( 48 HOURS IN ADVANCE OF CONSTRUCTION IN ORDER TO SCHEDULE B. BILCO HATCH SHALL BE AS PER WATER DISTINCT (J SINGLE LEAF, CHANNEL FRAME, ELEVATION AREA ONLY G THE REWIRED FIELD OBSERVATIONS. ALUMINUM, MODEL J-AL AUTOMATIC HOD OPEN AND OPERATING ARM, OR EQUAL) THRUST BLOC( 0 '•,• - ',• •�,. A '• •'•• GATE 7. THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING IF REWIRED: VHM{ A0 T DRAIN VALVE 0 TWT 3/4' SYL A. FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT FOR DEWATERING. VAULT AND BY-PASS PIPING NOTES (9F,R iBc,1 TWNIGT SypT SHA RODS B. OBTAINING DESIGN SERVICES, APPROVALS, AND PERMITS LOOSE ROCKS G PERFORMING AND MAINTAINING DEWATERING OPERATION. & GRAVEL D. REMOVAL AND REACTIVATION OF OPERATIONS AND FACILITIES AT 1. VAULT, VAULT PIPING AND BY-PASS TO BE INSTALLED BY OWNER AS SHOWN (SEE COMPLETION OF PROJECT. TYPICAL VAULT AND BY-PASS PIPING.) E. INSTALLATION, OPERATION. AND REMOVAL FOR DEWAATEMNG 2 L THE COSTS RELATING TO THE DESIGN. APPROVAL, ALL MECHANICAL JOINT BENDS AND FITTINGS MUSE RETAINED WITH RETAINING 7'-d'7'-d' FIRE HYDRANT DETAIL OPERATIONS GLANDS, THREADED RODDING MB SUFFICIENT BLOCKING. 8. MAIERIAI. REWIPfA1ENT5 FOR INSTALLATION OF WATER MANS 3. ALL PIPING MUST BE DUCTILE IRON CLASS 52 PIPING 4'-5• 3O• v 36. OPENNG IN TOP SECTION NOTES: 1. CONTRACTOR ,O VERIFY THREAD TYPE 4. INLET AND OUTLET VALVES, PWS PIPING BETWEEN VALVES, MUST EQUAL SIZE OF STEPS BE CENT DOWN & SIfOWNG STEPS) TO WITH LOCAL FIRE DISTRICT AND WAILER DISTRICT BE CRETE SE TTI SECTION x53' TOP A CLASS 52 DUCTILE IRON WATER MAIN 2"PIPE(4- AND LARGER). METER. IF REDUCTION IS REWIRED, OWNER IS RESPONSIBLE FOR SUPPLYING S B. TWE •N' COPPER ON SERVICE ONES (2' AND UNDER). ADEQUATE SPACE SAVER FLANGES TO ACCOMMODATE METER. METER SIZE IS TO BE r -I C. SOLD SLEEVES COUPLINGS (NO WRAPAROUND TYPES). DETERMINED BY THE TOWN OF RIIVERHEAD WATER DISTRICT. 1 D. FULL BODIED FITTINGS E UNDERGROUND CLAMPS 5. ALL VALVES TO OPEN COUNTERCLOCKWISE (RIGHT HANDED VALVES). I I DOOR IN OPEN POSTON F. TIE RODS. LUGS. (MINCED THIS SLOE) 6. BY-PASS PIPING CAN BE ON ETHER SIDE OF VAULT DEPENDING ON FIELD ,o I G DUCW.,sa CONDITIONS. , I I THRUST tY M,Iom H. POURED CONCRETE THRUST BLOCKS AT ALL PIPE BENDS +' BLOCK 1. EDDY OR MUELLER TYPE FIRE HYDRANTS 7. INLET AND OUTLET VALVES TO BE IN LINE WTH EACH 07HER AND AT THE SAME I I MIN. EIEVA71M AS WINDOWS IN VAULT. IN ADDITION. PIPING MUST BE CENTERED THROUGH J. BUTTERFLY VALVES (12• AND OVER WATER MAIN SIZE). EIGHTEEN (16) INCH SQUARE WINDOW. 3 I I CONCRETE COLLAR HINGE - K. GATE VALVES (UNDER 12' WATER MAIN SIZE) MUELLER RESIUANT WEDGE TWE 11 I To PE COL ^�:3 - SOO & A FOUR (4) INCH BY-PASS WIL BE INSTALLED ON A FOUR (4') INCH SERVICE I I "Ti TOP SLAB 9. AFTER INSTALLING PIPING THROUGH METER VAULT, THE OMER 15 REWIRED TO I I 5 •;=y�' BRICK UP AND CEMENT BOTH WINDOWS OF VAULT. I I UNNR6ED R6ED I I nLLr; 1 STEPS c EARTH SECTION PLAN �V TESTING -- 1 uFTmc xALNEs R eA(B�a Was) c -I MINIMUM THRUST BLOCKING BEARING) AREAS e 4 PIPE DEAD END OR 90' BEND 45" BEND 22W' BEND 11 W' BEND 1. ALL WATER MAINS SHAT BE DISINFECTED AND PRESSURE TESTED IN NTNG 1 DIAMETER TEES Sq. Ft Sq. FL Sq. Ft Sq. FL Sq. Ft ACCORDANCE WITH AWWA STANDARD C-800, LATEST EDITION. PRIOR I 3' S 1q. . F . FI 1.0 PRIOR TO THETO USE. E CONTRACTOR SHALL NOTIFY COMMENCEMENT WATER MAIN E TENGER 48 HOURS I TOP SLAB DETAIL 4" 1.0 1.5 1.0 1.0 1.0 6' 20 3.0 20 1.5 1.0 2 WATER INNS SHALL BE FLUSHED AND FILLED WITH A CHLORINE 4.0 5.5 3.0 1.5 1.0NE SOLUTION 10• 6.0 8.5 4.5 25 1.0 COMPRISED OF A MINIMUM OF 50 PPM AVAILABLE CHLORINE AND AL- i6' SQUARE 12" 9.0 120 6.5 3.5 1.5 LOWED TO STAND FOR 24 HOURS. VALVES SHALL BE OPERATED WINDOW OPENING 14" 15.0 22.0 120 8.0 2.0 WRING THIS PERIOD. HEAVILY CHLORINATED WATER SHALL BE 18' 15.0 22.0 120 8.0 3.0 FLUSHED FROM THE MAINS PRIOR TO BACTERIOLOGICAL TESTING 4 18' 15.0 220 120 6.0 4.0 BACTERIOLOGICAL TESTING SHALL BE IN ACCORDANCE WITH AWWA 0.551-88. SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH NEDHS BEARING AREA - BEARING WIDTH x BEARING LENGTH REQUIREMENTS OF AT LEAST ONE SAMPLE PER 1,001) LF OR PORTION NON-TRAFFIC AREA ONLY THEREOF OF WATER MAIN OR AS DIRECTED BY THE NC HS REPRESEN- TATIVES. AS VIEWED FROM STREET THRUST BLOCK DETAIL NOTES: 1. THRUST BLOCKS TO BEAR ON UNDISTURBED SOL 2 ALL CONCRETE SHALL BE 4,000 PSI AT 28 DAYS AND HAVE THE FOLLOWING BEARING AREAS BASED 7'-0' T-111' ON THE ANGLE OF THE PIPE .�6•I 6'-0' 8' 5'-2• 1P- 18' 16' PROPOSED 4' SINGLE REGISTER HIGH PERFORMANCE 4' 10' _ (SRH) CONPWNO WAILER METER 11"L MXU IN I -1 I 2• COV. 1000 GAL) AS MANUFACTURED BY INVEBSYS I I I I 3 LOOPS #4 BARS SYSTEMS OR APPROVE) EQUAL I 113 3/4• I I O 6' D.C. P �. 4' VALVE & BOX 4" VALVE & BOX O p N (SEE N07E 4 & 7) (SEE NOTE 4 & 7) n - 9• q I I F ^ 5'-8' 5-6' m 4'e I I I I 2• GOV 0 4' x LEE I I FOOTING e x e TEE NI= mlNE (SEE NOTE 9) I L-------- (SEE NOTE 9) m ro ro a 0 VAULT WALL DETAIL VAULT FOOTING DETAIL $ S-O* MIN. 0 V E ,i 90'BEND (SEE NOTE 9) 4 VALVE & BOX 4' METER VAULT DETAIL 4" W BEND (SEE NOTE 9) - o 4 40 VAULT AND BY-PASS PIPING DETAIL 9 t ONE 5 G GF H Y SOUTHWOLD MANOR CONSTRUCTION DETAILS .�P(E Nt`�, G JI ■ ■ RMS ENGINEERING e Z m SITUATED AT ■ ■ ■ Robinson, Muller Q p aNmo �� � �� APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN Schiavone Engineers, PC 63flT EssIOMP��� SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 66655 MAIN ROAD '` GARDEN CITY, NY 11550 SOUTHOLD, NY 11971 N OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 2. 10.17.08 GENERAL REVISION MKA Cis MKA GJS NTS = 355 New York Avenue Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.: ISP-14 ,, oa.z9.Da TENSE PLANS PER CLIENT COMMENTS MKA Cis g SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 16 o No. DATE REVISION DESCRIPTION BY CND Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License NO. 78387 07,10.08 07,20.08 2005-195 S.C.T.M. NO. 1000-63-03-I6 LAND NOW OR FORMERLY OF S.C.T.M. NO. 1000-63-03-17.2 VALERIE M. SCOPAZ LAND NOW OR FORMERLY OF ww ADDRESS: 56755 ROUTE 25 S.C.T.M. NO. 1000-63-03-17.4 ANTHONY ZUSTOMCHoGF SOUTHOLD. NY 11971 M LAND NOW OR FORMERLY OF ADDRESS: 56815 ROUTE 25 nGG ZONE HS VINCENT DOLOMITE h ILEANA DOLOMITE SOUTNOLD, NY 11971 USE: SFR i SPOD S.C.T.M. NO. 10°0-63-OJ-17.3 OUT LD, N O 25 ZONE: ROD o ESS; 56 1 ROUTE UTE USE: SFR w LAND NOW OR FORMERLY OF ZONE R80 -1 ANTHONY FORGIONE USE: SFRIS ADDRESS: 55615 RDUTE 25 y hill nw SOUTHOLD. NY 119711 ZONE R90 J6• oax � 310.00` L' USE: SFR °°N R 307'4440E m u\03 622.78, a MONUM6RI' " u 1e` -- - ------ -- ---- - - - ------- -------- - -------------II ----- -EeWAIN S0T38'10"E --------- - -- - ----- --- & ---- 3gd gyp, i o - 3 LT1 \ UNIT 38 4br`.�a AFFORDABLE HOUSIN88lDG p 0 E �O 1\ IMIC UNIT'38 UNIT'1A' UNIT'IA' 3 UN05 wmx T O 3. AREA \ 1\ ULLDING A-f - CDYFRm PORCH 1 \ BUILDING C-1 UNIT'2A' \\ \ BUILDINGC BUNN2 uNR7a UNIT'2A' q S \ 1 UNIi'26 UNIT2, 1q L3" 1 1 POOL 26' WALNUT 2 1 1 V UNIT'!8 0.2 0. :•2.'F.1 .: :". "a=a, - .-n.a-a.o:a.n_ UNn'3A' p o. 0 0.3 06 s 2t 2.1 1.8 2.0 1.1 o.a ` .z 0.1 00 0.0 0 \ p UNIrYB' A4y1y o " "'u.o 010a z 0.3 0.6 0.7 0.5 n6 0.6 0.6 0.6 0.4 .2 .1 obi o.o(� ° I e 0.0 °.° „ Oo.o o.o o.0 0.0.1 0.0 0 ::¢'-x- -' ------- - --Ia,WAU4 g g 1 \ 0.3 0.9 2.2 .7 1.3 0.1 0.0 M 0.01.0 \ 2 STORY 3 N \ 1 AMENITIES °. 0.0 0.0 0.0 _ . ."� 0.3 0.7 zs zs 1.] 0s 0.1 °, o.0 0. "" '.:.:- :" .. .- :._.. ,. . *. 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NO. 1000-63-03-14 / 11 .o oib 0.0 Ol 0.1 .1 a.z o o.t oa 0.0 0.0 0.„• .o 1 1 1 1 \ _ LAND NOW 09 FORMERLY OF0.1 0.0 00 0.0 1 1 10 ADDRESS: IRELL ROUTE IC UNIT 3A' UNITIF UNIT 3111 UNIT'18 I 1 25 U) SOUTHOLD,;NY119711 0.4 1 I E USE BUSINESS \ >f3-0.] 0.9 1.3 .5 ULLDING Ba -5 6 2.0 2.3 6 BUILDING A-3 s UNlrze ����ppiiii BUILDING A-4 BUILDING UNIT ' I EE 1 \ \ 1.8 0.4 •� UNIT'2A' 3 UNIT'2A' 21118' j i le� I 1 2.1 z :z:n 1.14¢Y,y / 1 1 UNIT UNIT YA' 0.7 .4 UNIT'38 UNIT'' I I 83 1 - I LAND S.C.T.M. NO.OR / DO LAND NOW OR FORMERLY OF \ ) 1 L RYAN ADDRESSN556365 ROUTE 25 ----� 1 n 90UTHOONE NH 119] 1 / 1 \ / -------- ----------- --- - - -- - - -\ I 00 USE: SFR/ / ------------ --- - ---- -- - -- ----- -------------- ------wJ Z 11 11 / W��.,-,,.� 20' SYGWORE 1 616.57' 1 1 \I U1N05'30'50"W jp- 1 -t �= \ to N S.C.T.M. NO. 10o°-b3-°3-tz Q. Ir \ 1 \ LAND NOW OR FORMERLY OF -, N 0= S.GLM. N0. 1000-b3-03-Z6.1 ADDRESS: 56275 ROUTE 25 DO CHARLES W FORMERLY WME PIECES REALTY HOLDING LLC LANG NOW OR FORMERLY OF ADDRESS: ss2ts ROUTE zs SOUTHOLD.N : HINY S U.S.ARCHITECTURAL LIGHTING SOUTHOLD,56 NY OUTE USE AUTO REPAIR 1 N05'30'50"W USE.H TORAGE Applications p660 West Avenue Oen[ 51.34' Palmdale,CA.93551 (661)-233-2000, FOCI:(661)-233-2001 E EMAIL:applicatlons@usalt9.com E i°n 80/55EAU AVENUE (TOWN OF SOUTHOLD - 661 WIDE) DATA SUMMARY NUMERIC SUMMARY n PROJECT: ALL PROJECTS LABEL AVG I MAX I MIN AVG MIN I N%%/MIN o 1 ROADWAY 1 0.40 1 3.7 1 0.0 10.00 1 0.00 IF LIGHTING SCHEDULE E MANUFACTURER / R OF 0 TYPE SYMBOL CATALOG R DESCRIPTION LAMP DESCRIPTION LLF TYPE SUN VALLEY POLE MOUNTED, 14'0" ABOVE GRADE. 175 WATT ED17 LIGHTING TYPE III HORIZONTAL SEGMENTED 0.72 5 TOT. S3 CLEAR METAL HALIDE LCT-HR-III-175MH REFLECTOR, SINGLE LUMINAIRE POLE. 14,000 INITIAL LUMENS ORIENT AS SHOWN IN PLAN. n NOTES: a 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW AND UGHTAPPROPOLES AND IXTURES�GNEER PRIOR TO ORDERING/PURCHASING -9 THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN OCi ,. I 70013 MINTO, LS DATED FEBRUARY 15, 2006 - - VI MEN SOUTHWOLD MANOR. PHOTOMETRIC PLAN ■ ■ RMS ENGINEERING �` ,TE�'G 9� 9 I SITUATED AT APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT 9 RITA COHEN 9 9 t r'�;.i.n'E'� 0: 066 OLD ■ ■ Robinson, Muller w Schiavone Engineers, PV �`��A �°.r 38-a O=m�' SOUTHOLD GARDEN CITY,NNYY1RCU690D• SUITE 801 66655 MAIN Y01971 °FEsslo TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK OWN. BY: CHK'D. BY: SCALE: SHEET: a 2. 10.17.08 GENERAL REVISION MKA GJS MKA GJS 1" a 40' E 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB No.: SP -15 = Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 75337 07,10,08 07.P0•08 2005-195 BENCH / PLANTER TYP. I WOOD DECK WOOD DECK U100D DECK 401_011 34,-611 34'-6 11 F Z FE i ------------ BREAKFAST 7HBREAKFAST BIQEAKFABT I 14,_611 24,_6„ VLTD CLG---�I LIVING ROOM I I I a 1 I m Ll KITCHEN LIVING ROOM ,�„ ❑ �Q I I QO LIVING ROOM KITCHEN KITCHEN A WOOD DECK — — — — — — — — — — IfD,_4„ 6'-0"x40'-2" r___.',1 O O fi "�lEh...... •.. 'I CLOSET ----.-.-.. :n WOOD DECK ..--------- .... CLOSET/ • • MASTER BATH ELEV 4'-3"XV-10' LAUNDRY 41 12'1 HALL 8'-11"x 5'-2" O OO � ASTER MATH � O OLAUND x 13'-5" CLOSE FOYER Elox QAV ST O O v O MASTER DATH O O '-0"x 4' " 4-B 4 9 • Ell 5'-5"x 4'- " "x ' "x13'-5° CLOSET HALL CLOSET LAV V-0"x 5'-17' 3'-0"x 5'-0" 3'1 x 6-0' 4'- "x 5'-0' HALL WALL O CLOSET/ FOYER CLOSET/ — R41LG RAILS ELEV • O 4'-3"x 4,_10" 4'-3"x 4'-10" O 0 I CAR GARAGE oN UP -®„ UP � 15'-0"x 21'-1" NR ISR 0 n 16R 14R MI HALL LOSE' OS HALLFaL.Oss-r CLOSET 4'-3"x VI 3'- 2'-0"x 5' 3'-3"x 5'-0" 1"x 5'-0" rn- MASTER BEDROOM 15'-5"x 13'-0" .. FOYER 4 �' MASTER BEDROOM 2 CAR GARAGE Z CAR GARAGE B 22'1 22'-0"x 19'-10" MASTER BEDROOM WOOD DECK 113,_0„ 13'-5„x 16'3" -- - FIRST FLOOR PLAN BUILDING A I SCALE: 114" . r - 0" REVI8E6 3%9/08 SOUTHLUOL MANOR MOM MM f RE 76, NEV TORO Z0'-411 UIL IN 3T'-0" 3e-°° y�� r � onnNCW ro FIRST F 00 AN MARK MICHAELS, ARCHITECT owy _ 1131_01, yF' c• �i '�`'1 ON! DUNE COU SETAUKET NEW Y FgEu aN��\ �4i 4o 10 {('� DATE: JULY 4,Fill No:20062606 ?FgEo na°� SCALE: 1/4.1 I,_0n - ------------------------- OPEN BELOW VLTD CLG OPEN BELOW OPEN BELCW O I I BATH No.2 IiTH,•IVo. f2 ' CLOSET/ ------\\J -- ------- ------ ------------------'Z:-5"x ,: :T BA 3 8'-5" 5STORAGE 0 BEDROOM No. 2 0 4' 6'-1" CLOSET 12'D x N'�----------------------- - --------J STORAGE IJ 8"-5"x 20'-3" BEDROOM o. 2 16'-0" LOFT 5'-8 x9-8 f 8 Xfl 8 18 0' 131_10"x91 O '.:..----- HALL HALL _---- - 3''p" CL 2 x ET LOSET O OSET a'-8^%q'•e" I. �'I •BATH. x - :� ----------------- - ° ---------- =/A OPEN BELOW ELEy T/ CLELOSEV y OPEN BELOW Rall-G ----- -- - q�.3"x q'.1 p^ BEDROOM No. 3 q'-3„x4'-10" RAILA j DN BEDROOM No. 2 '-7'-6"x 18'-8" T-7x 9T-11° r___ �4'_2^x16'-8"____-_______ ___ _ __ . LOFT ,Ii DN BR Ll I j - -- - -------- - ----- ._. - . - - - 8' 11",dc 9'.. 1" CLOSET OPEN BELOW I• ---- - - HALL 4'-2"x 9'POR4GE __ j STORAGE CLOSET HALL r ------------- - ------- 3-7'x 5'-s" 8'-;5"x 15'-9" 'x 10'-3" 3'_5"x 6'-8" 4-4"x 8'_8„ 0 O 0 0 No. 3 �' \ .- - ----------- -- ----- -- BEDROOM ---- BATH No. 3 BEDROOM No, 3 121-6"x16'-10" - '-1"x 12'-10" 164,X16-10" _____J BATH No. 3 _____________ _ ----------------- 8'-1"x 72'-10" REVISED 3/9/OB SECOND FLOOR PLAN BUILDING A SCALE: 1/4" • 1' - 0" SOUTHUUOLD MANOR M77 (RM 251 50umD NEW ym BUILDING I'A'I BECOND I=LOOR PLAN ,F MARK MICHAELS, ARCHITECT ONE DUNE COURT SETAUKET NEW YCWX ooa DATE: JULY 4, 2006 II F ^��vII FF11 qED PP SCALE: 1/4" PROJECT I 2606 bVl 1 r-------- I--------I -1--------1------------------� I I I L_-______L------------------- --_T---___-_----_______- --___--_-L--_--__--__--__-__-_- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I r------- I I L------- I I I r--------------- I I I r------------ I I ---------------- I I I --------------� I j I -----I-J I I L----------------------------- -----I I j I r-- --� r----------, I I II ------� L------------- ------- ------------- ------- -� I L_J r- -------------, I r- ------ - - L_� I � - -------- I I I I I I I ------------------ -----� I----- I I �R I I I I I BOILER I I I I ISTORAGE I I I I UTILITY I I EXERCISE RM 147-11"x24'-10" 18'-8"x 33'-8" I UTILITY I I 13'-10"x 29'-5" UTILITY I I I 15'-0"x 28'_5„ EXERCISE R1"I I I 19'-8"x 33'-8" I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I III III III CLOS ET / ELEV 4'-1"x 6-5" --------------------- I I I II IIIII III II II -IIIIII --IIIIII II EGLLE8ET/ � � m UTILITY/ 4'-1"x 7-1 �IL,IHY/ 4 � I I II IIIIII IIIIII 5M'U-3TAILCx I4HT'-i E-G3LLEx V4'E-1T0/" 4'-3"x W-10" 5'-5" x4-10" 10" UNEXCAVATED77 Ut- R -u-P 14R r- L -------- T- J-------------�IIII II LL ---------------------- --------------I r � EXERCISE 'sI ------ I1IIIII �- I 1 IIIIII JIIIIII I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I STORAGE I I I I I I I I I I I I I 13'-4"x 21'-9" I I II I I - - -- ---------------------i L ------------------- � I I UNEXCAVATED I STORAGE I UNEXCAVATED I I I I I I 13,_2"x21-9" I _____________________________________________� I I I I I I I I I I I I I FOUNDATION / BASEMENT PLAN BUILDING A III II il� I I I I I SCALE: 1/4" • I' - 0" I I I REVISED 3/9/08 SOUTHWOLD MANOR MAN FAW(RIE 16) Mal) NOII TORO BUILDINGS 11,411 OUNUATION / PLAN MARK MICHAELS, ARCHITEC r ONE DUNE COURT SETAUKET NEW YORK u• DATE: JULY 4, 2006 DATE:SCALE: I/4 ' ., 1:_O: RE° PROJECT No.: 2606 ` DIMENSIONAL ASPHALT SHINGLES TYP. MFFl 00 ® E3 ® ® ® ® / CEDAR SHINGLES TY . WD. CLAPWARD SIDINCrLL / ® ® as Q � I II ' �r=====__________ _______________�__________ -� FRONT ELEVATION BUILDING A SCALE: 1/4" I' - 0" oll MRWD. CLAPBOA ...._,m. ., ._ . REVISED 3/9/08 ® - - - - ME I�® SII I 50UTPW0LD MANOR — — — — — MAN R70D(RIE 76) EOIM1IOI.D NEW TORE Iir U L - J L - JI IL - J IIL - JI I T T BUILDING: "A" ELEVATIONS MARK MICNAEL5, ARCHITECT ONE DUNE COURT SETAUKET NEW YORK LEFT 51DE ELEVATION BUILDING A ab' n DATE, JULY 4, 200 SCALE: 1/4" • P - 0" SCALE: I/4" I'-0" PROJECT No.: 2606 Mlbf T ` DIMENSIONAL ASPHALT SHINGLES TYP. MEAN ROOF NGT 12 PER CODE 112 — — — — — — C SHINGLES TY N T I 12 a RICK TYP. 4 I iIN I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ -- -________3 REAR ELEVATION BUILDING A SCALE: 1/4" , I' - 0" REVISED 3/9/08 SOUTHWOLD MANOR - - - - - - - - - - - - - - - ] I ® �I I �� ® I I j I L -.:NIL.- J L _.�J I L�- J I L- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MARK MICHAELS, ARCHITECT RICHT SIDE ELEVATION BUILDING A j" �o. , aso ,�° ONE DUNE COURT BETAUKET NEW YORK SCALE: I/4" I' 0" D AFS S�RED FRGS DATE: JULY 14, 211-011 006 �//�) PROJECT No.: 2606 IDM. No, o� III! I WOOD DECK WOOD DECK WOOD DECK 35'-0" 39'_0" 35'-0" ILI �F I I e I I BREAKFAST BREAKF T BRE ABT VLTD CLO 34'_0n 12'_5n 26�_Tn n ie. 34'-0 1 LIVING ROOM WOOD DECK "' LIVING ROOM a LIVING ROOM 6'-0"x 40'-0" `" KITCHEN i- m I a° K TOREN � 23'- oll O O -------- -------t.--, 7777 7 70277 WOOD DECK MASTER BATH '-----'. .. .................. 12'_1"x7'-T" LAUNDRY L—JO 0O L V 8'-B"x V-6, 3 x8-0O O O CLOSET O CLOW y 5'-0"x 5'-0° O I LAV CLOSE 2'-0"x 5 6-2 0" O TER BAH x 5' 2'-0"x 5' M TER B i CLOSET CLOSET 8ET/ z % 7 10'_0°x 1 '-2" 0'-0"x 12'-2" HALL V FOYER O• 4'-0"x 6'-0" 4'_3"x 4'-10" 0 S HALL 4'-0"x 8'-0" 3'-5"x e'-o" HALL RAILCP CLOSE L Ov E / CLOSET/ FOY 4'-3'7x—Fl-07' '�"'�' 4'-3"x 4'-10" uF DN O HALL � I LI CAR GARAGE CLOSE HALL L 15'-0' x 21'-2" LOSE HALL CLOSET 4'- x 4'-8" MASTER BEDROOM 18'-8"x 13'-0" FOYER4 2 CAR GARAGE 2 CAR GARAGE 20'-0"x 21'4" MASTER BEI ROOM WOOD DECK MASTER BEDROOM ' 13'-8"x 6'_3" 23'-8"x 8'-0" 13' 8"x 16'_3" - - - - - - - - - - r I I I iII 109'-m" FIRST FLOOR PLAN 13UILDING B SCALE: 1/4" - V - 0" REVISED 3/9/v SOUTNLUOLD MANOR MIN R7/D(RIE 251 Smmo Him TOK 20'•10" 14' 2" 14'-2" . we BUILDINCs 35'-0" 391_0" 4 e. b' M2CN9�f * NEw� FIRST FLOOR PLAN MARK MICHAELS, ARCHITECT he 10Ma ,(�� F ONE DUNE COURT 6ETAUKET NEW PYORK 4/S o Apc" z " ,o DATE: JULY 4, 200 6 �II TFRED Ppdr� SCALE: I/4" • I'-0" IMl PROJECT No. 2606 OPEN BELOW OPEN BELOW ! VLTD CLG OPEN BELOW _ ._r ;. - � 0 X1 \� LC I , 77 .r-- -------------- =>. ---- jO BATH No. 2 -- -------------- 0'4„ O O BATH No. 2 T-0"x 10'-0" 7-0 x1 CLOSET LOFT ------- / , ---- 16'-4"x 13'-11" o s., CLOSET --= 4'-0' x 7 ------ `----- LC BAT 10 3 0 I 10"x2' 8'- "x7,_9' ------- BEDROOM No. 2 BEDROOM No. CLOSET CLOSET - 13'-8"x 18'-0" T4"x 4'-0" 13'-8"x 18'_0„ -----; CLOSET/ ----- ------------------- --------`-=s 4 x 4 10 CLELEV ET/ 4' " CLELEV ET/ BEDROOM No. 3 ' 12 1 x 79 2 14 -0 x 19'-2' --------'----------------- ----- BEDROOM No. 2 -0LG /\J off\/\ 16R �=_ - - a 6R RaiLo BATH No. 2 ON RAILa •., ,: x 131-0" '•. ------._____.. LOFT i _________________ _ _ _ LOrT 20'-8„x 8'$.' ------------- 20,-8"x i CLOSET x 6'-0" O. O. CLOSET BEDROOM No. 3 BEDROOM No. 3 O O 20'-7"x 14'4" p 20'-7"x 14'4" BA T BN L-- -- 8_-8 _-, j SECOND FLOOR PLAN BUILDING B i REVISED 3/9/08 SOUTHWOLD MANOR . - FAIN fMO(RM 25) WU N= NO YOW BUdLDING 11511 =GOND FLOOR P MARK MICHAELS, ARCHITECT -ONE DUNE COURT SETAUKET NEW YORK »° ° DATE: JULY 4, 2006 SCALE: I/4" • I'-0" �I Y i NO, OI IIS PROJECT No.: 2606 kkk���WWW��bfff OPEN BELOW I OPEN BELOW OPEN BELOWr VLTD CLG - ----- _______-, LCT X1 ---------------------= - - STORAGE CLOSET CLOSET RAILCs - --""-- n BATH No. 2 7'-4"x 10'4" O 7'-0"x 10'-4" L _ 22' ---- Ir.;- CLOSET / -(--,I -- 4'-0' x 7 O ' LOFT 0 I I - BEDROOM No. 2 - ----- BEDROOM No. 2 CLOSET CLOSET 13'-B"x 17'-8" 7.,4.,x 4'-0" ;. 13'-8"x 1 T-9" T-4"x 4'-0" i0 CLOSET/ ^' CLOSET/ B DROOM No. 2 4'-0"x4'-10" CLELEV ET/ •�___ 4'-2"x4' " -;''/ ' OL _____________________ _____�' ' 4'-2"x 4'A" = n 16R 1 ' RAILG WC RAILG ------ -------- r,------------------ i `•;' LOFT - ----------------- -------- - - ----- ------ ---------- - LOFT LC i" ' 20'A"x5'-2" _ j 3'-o"zi•-S„ .__________.,___•I 20'-6"x5'-2" `-----�- BATH No. 2 —---- 11'-0" - x 13'-0" j ____.__._____ CLOSET 5'A"x S'-0" O O CLOSET 1 ._ 5'-0"x 5'-0" ----------------- ---------=. I , BEDROOM No. 3 BEDROOM No. 3 O O 20'-7"x 14'-4" ' 20'_7"x W-4" _ j BATH No- j SECOND FLOORIPLAN BUILDING B IL I ACCESSORY APARTMENT UNIT SCALE: 1/4" I' - 0" - REVISED 3/9/08 SOUTNWOLD MANOR MAN RM(RIE 2E) $MtH IA m Yow BUILDING "B" µ COND FLOOR PL N MARK MICHAELS, ARCHITEC ONE DUNE COURT SETAUKET NEW YORK �O• +�'0��,+� DATE: JULY 4, 200 qEu n , SCALE: = P_0° of h PROJECTT N NO,: 2606 , --------- ------------------ r-------, r----------------- r---------I +___________________T____JI Lr____ —_—________________J__—_____J____—_____________—__� i -------------------- 1 , I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I ------- I I I I I I II 'I I I r----- ----, I I I I I I 1 r --------------1 I I ---------- -------- —� I I L_ 1 I J L— -------- ---------- ----------� I 1 I I I r-----------1 1 1 I I I I E I r------------------------- ----J L__ 1 I I 11 1 --J FF —J L---- ----------------- --------I I 7 L__J I I L--------------------- ---------- — 1 I I ----- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 I I I I I I 1 1 I STO AGE I 23'10"Rx 1F-4" BOILER UTILITY I I UTILITY 1 UTILITY 15'-2"x 21'-10" EXERCISE RM 14'-10"x 30'-0" EXERCISE RM 18'-6"x 33'-5" I I I I I I I I j I I I I I I I I I I 1 1 I I I ELEV ET/ I I I I I a's°x s'-o" --------------------- I I 1 I I I T-1 I I UTILITY/ I I I L I I I I I I I I I 4'-3"x 4'-10" I I Fil, ELER W a EXERCISE w I I '-3" x4'-10"5'-3"x 4'-10" 1 UNEXCAVATED "x 4'-10" I I I 4'-3"x 4'-10' 12'-10"x2T-1" I I 1 �� I 14 I I ------ — --------J I 14R I _ I I �'� I I I I I ________ __________________ I I 1 r I I I I I I I I I I I I I I I I I I I I STORAGE j I 13'-2"x r-2" 1 1 I I I I I I I I 1 1 1 I I i UNEXCAVATED I 1 1 ---------————--------------------I I I 1 1 I I STORAGE 1 I 1I -------------- I I 1 � UNEXCAVATED I I 13'-2"x 1'-2" I �----------------- II I L ___________________J 1 I j j I I I 1 1 j I I I I ---- I I I I I I I I I I 1 1 1 1 I I 1 1 I I I I I I 1 1 I I I i I I I I I I j L-------- ------- -- FOUNDATION / BASEMENT PLAN BUILDING B ! L-------- ------ ---� L---------- -------- Irl, L-------- I--------- — SCALE: 1/4" . I' - 0' �------------------- --------J IF I L__________ ____________________J �. L___________________..._ _________-J I REVISED 3/9/08 SOUTHWOLD MANOR MM ROOD(RIE 25) WIN= IN YOW BUIILDING 11S° FOUNDATION/ SSMT PLAN MARK MICHAELS, ARCHITEC ONE DUNE COURT SETAUKET NEW YORK A DATE: JULY 4, 2006 SCALE: I/4" , PROJECT No.: 260 2606 Wlsf DIMENSIONAL ASPHALT SHINGLES EM FFRI FIR IFFFF i CEDAR SHINGLES TYP DIMENSIONAL A LT SHINGLES TYP.�. ® ® ® ® +HH RD 91 CEDAR SHINGLES TYP. � TI I = = J - - - - - - - - - - - - - -LL IT I II I I II II I - - - - - - - - - - - - - - L - - - - I - - - - - - - - - - - - - - - - - - - - - - - - - - - I -j I - - - - - - - - - - - - - J I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =L ® 12 DIMENSIONAL ASPHALT SHINGLES TYP. �g LD MEAN ROOF HGT sw1w.1 E81YP — —PER CODE 12 --1a I6 +9 r 12 BRICK TYP. FM IN II I I I I I I I I II REAR ELEVATION BUILDING B SCALE: 1/4" r J REVISED 3/9/08` SOUTHLOLD MANOR •r�l��� - -��-�• I I MAN hoot RM 7D) WOOLD N111YOK _ _ _ _- - - - - - - - - - - � - I �E IF o �w BUILDINCs IMI ]ELEVATIONS RIGHT SIDE ELEVATION BUILDING B tiro c/ SCALE: 1/4" , 1' - 0" +ado ONE DIME CaJRT HAsEeTLouSTARC4-4rewo�lc tae+° (//�I (//�J SrFREO PµGDATE: JULY 4, 2006 �Io: Il{! o� II{/ SCALE: I/4" I'-0° I � f I1� PROJECT No.: 2606 - - .._..-- ---------------------------------- I KITCHEN 10'-11"x 11'$" W i I LIVING ROOM DECK --------------------- ------------ ----------------------------------- rl F'ORCN O x 32'-8" HALL 1 BATH Oa OATH -T"x 8'•0" BATH 1 O 5'-0"x 6-0" '-0"x 8'-0" BEDROOM No. 2 BEDROOM No. 2 I O O � 12'_6"x 12'_0" 13'_1"x 12,_0" I I II II HALL HALL BEDROOM HALI 4' 7"x 8'-4° 4'-7"x 8,4 CLOS. 16'-0"x 12'-0" CLOS. GLOB. ------------------- --'------------------ -------- - --- -- --- " `---- - - — - __-______— ------ - -z—------ ---------------- 9 iCL � FSh11LY ROOM I- - -------___— -""--{ 10'-0"x 14'4" T - � 0 0c' ` BEDROOM No. I BEDROOM No. I LAV LAV14'-0"x 12'-9" 14'-10"x 12'-9" CLOS. CLOS. KITCHEN KITCHEN T-4"x"O" ['-3"x 8'-0" 1 F-O"x 14'-8" __ -_—_ 18'-5'x 14'4" p LIVING AREA 1048 sq ft r' LIVING ROOM LIVING ROOM , 23'-6"x 14'-9" 18'-5"x 14'-8" SECOND FLOOR PLAN SCALE: 1/4" 1' - 0" ENTRY r DECK lil �It �r SOUTHWOLD MANOR AFFORDABLE HOUSING UNIT MAN ROAD(RIE 75) 5010FI%D NW TORO FIRST FLOOR PLAN SCALE: 1/4" . P - 0" �`r4f Mlt09 FLOOR PLANS 9 MARK MICHAELS, ARCHITECT ryo �1p ONE DUNE COURT SETAUKET NEW YORK Fq ❑ ARS DATE: MARCH 28, 20" 1 8, 1'-0 SCALE: I/4" , I'-0" �1Mr��i ly PROJECT No.: 288 0 1 k i J Y I, I I I I I I I I I I I I I I I I I I I I I I I I I FM JR .� m ---- -------- RIGHT SIDE ELEVATION SCALE: 1/4" I' - 0" i FM I. I SOUTHLOLD MANOR AFFORDABLE HOUSING UNIT MAN mm(RIE 161 WM MO M YOW p Nf1Y ELEVATIONS MIC,y rp 'p �rN* MARK MICHAELS, ARCHITEC ONE DUNE COURT SETAUKET NEW YORK FRONT ELEVATION DAM: MARH 26, 2 SCALE: I/4" SCALE: I/d" I -O li PROJECT No. 260ro 1pwo, � dj DD 00 9L 9 Li Ll Ll Li Ll LEFT SIDE ELEVATION SCALE: 1/4' . P - 0" FRI I SOUT'HWOLD MANOR AFFORDABLE HOUSING UNIT NAM FM(RM 262 laim D WYM of New ELEVATIONS MARK MICHAELS, ARCHITEC REAR ELEVATION fa �. ONE GIINE COURT 9f:`7AUKEi NEW 70RC SCALE: I/4" , I' - 0" D APDATE: MARCH 28,2008 o. 2�+0 SCALE: I/d" = 0" 2 �II� NO. 0� PROJECT No.: 2606 kkk�����f ------------------- ------------------1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I CRAWL SPACE I I I I I I I I I I I I I I I I I I I I I I I I I I I I ---I L------------------------------------J L-----� ' --------------------- ---------------------------- I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I j I I I I I BASEMENT I I j I I I I I I I I I( I I I 1 I ' I I I ' I I � I I I I � I I I I I I IL_ --------------------------------------� �:_.. ,._. L— ---------------------------------- ----------- FOUNDATION PLAN SOUT'HWOLD MANOR SCALE: 1/4" . r - V AFFORDABLE HOUSING UNIT MAW WAD(RIE 26) Eg11Nq.D NN TORO mow` FOUNDATION PLAN 9S'" MARK MICHAELS, ARCHITECT � ONE DUNE COURT BETAUKET NEW 7ORF• ioe+° � /fix 22P�N DATE: MARCH 10 28, 08 NO, dl SCALE: I/d" PROJECT No.: 2606 LOCKER pM;' T-1" F WC-OL x 9 X 8 4 --- - - MEN ------------ ---- ` 7-1 x84 I I L_ . / LOCKER RM \\ j x 8'4" STORAG. ION UP - - --- — ----------------- - -------- ix 5,_2.. I I I I I I I I I I p4 I k MEETING ROOM fBAR 32'-0"x 21 EE DECK 7'-0"x 19'-10" 14'-11"x 24'-3" I I I I 1 I I [MAILBOXES I I i j COVERED PORCH i I HG RAMP UP 1:12 j 51'4" x 6-8" FIRST FLOOR PLAN SCALE: 1/4" . I' - W LIVING AREA 1558 sq ft DN I 23'-8"x 25'4" __ -____ ----------------------------- __. __ _ __ ___ ___ _ a v y RECREATION P!OOIM OFFICE 51 - SOUTHUJOLD MANOR AMENITIES BUILDING .. __-.___.. ___._. - ._ -__..---_ IfAN IWAD(i 761 60NHOLD NEW TORO S MNEy, FLOOR PLANS ic MARK MICHAELS, ARCHITEG ONE CH 25, 6EIAUKET NEW Yo SECOND FLOOR PLAN ac hgEp �pGDATE:; MARCH 28, 200&, SCALE: 1/4" . r - 0" SCALE: 1/4" . 1'-0" LIVING AREA 646 sq It PROJECT No.: 2600 ®® ®® ®® ®® I I ❑ Il PL ❑ Ll Li Li Li iLji L-11 I I I I I I I I I I I I I I I I - ------------- -----------------------------------------------------------L......... ----� FRONT ELEVATION SCALE: 1/4" I' - 0" ® 0 I I I I I I I I I I ' SOUTHWOLD MANOR I I I I I AMENITIES BUILDING ------------------------ ------- — MAN R74Df RIE 76) EW111o1D NEWYM QF N7;K, ELEVATIONS RIGHT SIDE ELEVATION* MARK MICHAELS, ARCHITEG SCALE: I/4" • I' - 0" ONE DUNE COURT SETAIKET NEW Y�OFX p ApCT DATE: MARCH 28, 2008 5GALE: I H. = 1:-0n lk'llllllWlll�1F \ll PROJECT No.: 2606 Ii 1 { i d II i I; I �I i. i i� I 9 I i li ;i I I I I I I I I I j I I I I I I I I I I I 1 I I I I J--------1------------------------------------------------ I ---—----------------------——————— i REAR ELEVATION SCALE: I/4" F - 0" I 1 70 r I II I II I - - I II I I II I I II I I II I I II I SOUTHWOLD MANOR ------------ -------L�____--------------_—________J AMENITIES BUILDING naw'c RMn i eMMMD W Tax M"Ewe ELEVATIONS LEFT SIDE ELEVATION tP fh SCALE: 1/4" . r - V MARK MICHAELS, ARCHITECT f061� ONE We COURT SETAUKET NEW TOW �• O ARG DATE: MARCH 28,2008 SCALE: 1/4" = 1'-0" PROJECT No.: 2606 Ul�k `f it i C i i I I E I I f I i -------------1 - -------------------------------------------------------------------------------------- I I I I I I I I I I I I I I STORAGE RM I I I I I it I I I I I I I L------------ ------------J E I --1 (---- I pI � ILLL UP i i-------- ____--_J i BULKHEAD Tic} I I I I I I I I I I I r S I I I I I I I I I I I I I I I I I I I BASEMENT I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I UTILITY RM I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I JI I ---------- ------------------------------ I I I 1 FOUNDATION / BASEMENT PLAN_ SCALE: 1/4" I' - 0" SOUTHWOLD MANOR AMENITIES 5UIL2LSG ma woo(Rm 75) a UD= NW ym F New FOUNDATION PLAN ml } MARK MICHAELS, ARCHITECT ONE DUNE COURT BETAUKET NEW YOW DATE: MARCH 28, 2008 Ip r SCALE: 1/4" I'-0"