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Home My WebLink About2011 Public Hearing Maps GENERAL NOTES CIVIL ENGINEERING DRAWINGS SHa7 No. TITLE 1. RMS ENGINEERING SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS METHODS, TECHNIQUES, OR SP-1 COVER PROCEDURES UTIUZED BY THE CONTRACTOR, NOR FOR THE SAFETY OF PUBLIC OR CONTRACTOR'S EMPLOYEES, OR FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN ACCORDANCE WITH SP-2 SITE INFORMATION, BULK TABLE, & YIELD PLAN THE CONTRACT DOCUMENTS SP-3 EXISTING RESOURCES AND SITE ANALYSIS PLAN (ERSAP) 2. ALL RVAM I STATED. B SPECFlR TO BE REMOVED, SHALL L REMOVED AND BACKFILLED MAR UNU35 OTHERWSE INDICATED. BACKFILL TO BE SELECT GRANULAR FILL, COMPACTED TO 95%MAXIMUM DENSITY BP-4 ALIGNMENT PLAN vSITE DEVELOPMENT PLANSAT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY MODIFIED PROCTOR TEST. SP-5 GRADING AND DRAINAGE PLAN 4, ALL FILL SHALL BE SELECT GRANULAR MATEWAL COMPACTED TO 95% OF THE MAXIMUM DENSITY AT THE SP-6 UTILITY PLAN OPTIMUM MOISTURE CONTENT. AS DETERMINED BY THE MODIFIED PROCTOR TEST. SP-7 LANDSCAPE PLAN 3. LOCATION OF EXISTING UTILITIES SHALL BE VOWED BY CONTRACTOR PRIOR TO EXCAVATION. FOR SP IRRIGATION PLAN 8. ALL 517E WED SHALL AIN ACCORDANCE WITH THE REQUIREMENTS OF THE TOWN, COUNTY, STATE OR SP-9 STORMWATER POLLUTION PREVENTION PLAN AS SPECIFIED HEREIN. LATEST EDITIONS SP-10 CONSTRUCTION DETAILS 7. PROPOSED ELECTRIC AND TELEPHONE SERVICE LOCATIONS SUBJECT TO KEYSPAN ENERGY AND VERIDON ' DESIGN AND APPROVAL SP-11 CONSTRUCTION DETAILS B. INSTALLATION OF ELECTRIC AND GAS SERVICE IS THE RESPONSIBIUTY 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 RESPONSIBRITY OF THE CONTRACTOR, BY WHICH ALL WORK SP-14 CONSTRUCTION DETAILS SHALL CONFORM, AS A MINIMUM, TO THE REQUIREMENTS OF VERZION. SOUTHWOLD MANORSP-15 PHOTOMETRIC PLAN 10. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS NECESSARY FOR INSTALLATION OF ALL URUTIM OONTHACTOR SHALL BE RESPONSIBLE FOR MEETING ALL REQUIREMENTS FOR THE PRECONSTRUCTION OF ANY SANITARY SYSTEMA FROM ALL GOVERNING AGENCIES. ALL WORK SMALL CONFORM TO THE REQUIREMENTS OF ALL THE UTILITY OR MUNICIPAL AGENCY HAVING JURISDICTION. LEGEND CONTRAC70R SHALL CODRDINATE THE REQUIRED UTUTY 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 —(104)— PROPOSED CONTOURS EXCAVATED MATERIALS. PROPOSED CURB EXISTING CURB ORIOLE 13. UNSUITABLE MATERIAL. AS DEFINED IN SECTION 203 O N.Y.S.D.O.T. STANDARD SPEGFlCATONS EDITION, ' - EXISTING CURB (TO BE REMOVED) UNDER PAVEMENT, WALKS AND CONCRETE SLABS SHALL I- REMOVED AND REPLACED WITH SELECT y (OLP) PROPOSED DRAINAGE LEACHING POOL GRANULAR MATERIAL-r (CB) PROPOSED CATCH BASIN L\SP DR 14. SELECT GRANULAR MATERIAL SHALL BE AS DEFINED IN SECTION 203 OF THE N.Y.S.D.O.T. STANDARD (DMH) PROPOSED DRAINAGE MANHOLE 1p MOCkINCB) SPECIFICATIONS. CB EXISTING CATCH BASIN Q _D DR RD I& COMPACTION SHJJ.L CONFORM TO N.Y.S0.0.T. SECTION 201 LP EXISTING LEACHING POOL Q LA x 101.2 EXISTING SPOT ELEVATION m " RPL 18, ALL CONCRETE CURBING SIDEWALK, AND DRAINAGE STRUCTURES SHALL CONFORM TO THE EXISTING HYDRANT Z �Q MP\E TOWN/COUNTY/STATE STANDARD DETAILS AND SPECIFICATIONS. EXISTING FENCE O RP\�Rp PD B EXISTING CATCH BASIN 0] y SLPND 17. COUNTY PLANNING COMMISSION AND THE TOWN SMALL BE NOTIFIED 45-HOURS IN ADVANCE OF ALL �Y EX M NG UTIU1Y POLE V LONA COl&CTI0N. _(S) — PROPOSED SANITARY PIPE NpMMEL P 1S DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE (WI-- PROPOSED WATER MAIN DISPOSED OFIN ACCORDANCE WITH ALL LOCAL TOWN, COUNT; STATE AND FEDERAL LAWS AND —(WS)— PROPOSED WATER SERVICE SIT(E S 251 APPLICABLE CODES ---(RD) PROPOSED ROOF DRAIN lN� 19. THE INSTALLATION IOF ALL HIGHWAY IMPROVEMENTS INCLUDING EXCAVATION. BACKFILL AND COMPACTION —(E)— PROPOSED UNDERGROUND ELECTRIC F p OF THE WINCHES FOR SARRARY SEWERS AND UTIUTES SHALL BE SUPERVISED BY THE DEVELOPER'S —(T)— PROPOSED TELEPHONE LINE P\N PROFESSIONAL ENGINEER R (UCSED BY THE STATE OF NEW YORK OR A LR S VAM A 72GON CTFlCATE) WHO SHALL SUBMIT A SIGNED AND SEALED LETTER TO THE TOWN, STATING THAT THE IMROV13AENTS —(G)— PROPOSED OAS MAIN M PIN RD HAVE BEEN INSTALLED To CERTIFICATION SHALL PLY THE THE PROPOSED ROAD K OPENINGS STATEUON ETOS7INNTY OR G STREETS. SAID WORK ON —(D)— PROPOSED DRAINAGE PIPE EXSTING STREETS SHALL INCLUDE TRAFFIC MAINTENANCE AND THE PLACEMENT OF TEMPORARY ANO FINAL Ip y0 (10 _ O O PROPOSED THRUST BLOCK ECHPN " a TIG y�2 PAVEMENT. )K PROPOSED HYDRANT v N 20. EIEVATONS REFER TO TOWN DATUM. Y� HE PROPOSED CATCH BASIN WN r ME PCO 21. ALL DRAINAGE STHIUMURES SHALL BE PRECAST, WITH RECAST OPENINGS FOR DRAINAGE PIPE(S) AND (23.45) PROPOSED SPOT ELEVATION GREEK LP a \.N Q\EV P SHALL CONFORM TO THE COUNTY STANDARD DETAILS AND SPEOFlCATONS PROPOSED FENCE 22. CONSTRUCTION OF APPLICABLE WATER AND SEWAGE FACII.M.ES IN THE SITE SHALL CONFORM TO PART O PROPOSED DRAINAGE MANHOLE LEY MAP 74. TRUE 10 AND PART 653, TITLE 6 OF THE OFFICIAL COMPILATION OF CODES. RULES AND 1"=Boo' REGULATIONS OF THE STATE OF NEW XOR(. O PROPOSED DRAINAGE LEACHING POOL 23. ACCEPTANCE AND APPROVAL OF WASTE DISPOSAL FACILITIES HERON DESCRIBED DOES NOT CONSTITUTE TC TOP OF CURB APPROVAL OF THE STRUCTURAL STABILITY BY THE COUNTY HEALTH DEPARTMENT. Sc BOTTOM OF CURB 24. A PROFESSIONAL ENGINEER OR LICENSED LAND SURVEYDV LICENSED 70 PRACTICE IN THE STATE OF NEW GR GRATE ELEVATION YORK, SHALL INSPECT THE CONSTRUCTION OF THE DRAINAGE FMU71ES IN NON-DEDICATED AREAS AND CERTIFY NO LATER THAN 30 DAYS FOMOWNG THE COMPLETION OF CONSTRUCTION, THAT THE DRAINAGE PROPOSED DRIVEWAY PAVEMENT FACILITES HAVE BEEN CONSTRUCTED IN FULL CONFORMA60r WITH THE APPROVED DRAINAGE PLANS PROPOSED ELECTRIC AND TELEPHONE SERVICE LOCATIONS SUBJECT TO KEYSPAN AND VERIZON APPROVAL PROPOSED CONCREIE SIDEWALK 15. CONTRACTOR SHNIL AVIV TOT PORECNRAL PLANS ECA: E„ACT LOCATIONS AND O D EXACT OF VESITBIILE, 'ANCON PAVING, ECT PgiCHES RAMPS PRECISE LnuLLTING DIMENSIONS AND EXACT BUILDING UTILITY ENTRANCE LOCATIONS. S ITUATED I 28. ALL OTHER WORK SHALL BE IN ACCORDANCE MTI THE REQUIREMENTS OF THE TOWN, COUNTY OR AS SPECIFIED HERON, LATEST EDITION. 27. THE CONTRACTOR IS RESPONSIBLE FOR THE NECESSARY TRAFFIC CONTROLS WITHIN THE SITE AND SHALL PROJECT CONTACTS HAVE A NEW YORK STATE RGFESBONAL ENGINEER DESIGN AND SUPERVISE THE INSTALLATION OF ALL TRAFFIC CONTROLS CONFORIMNG TO NEW YORK STATE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES. WE PROFESSIONAL ENGINEER SHALL SUBMIT A SIGNED AND SEALED CR7IRCAMON THAT ALL TRAFFIC CONTROL DEVICES ON TOWN. COUNTY AND NEW YORK STATE HIGHWAYS HAVE BEEN INSTALLED IN ACCCRDANCL MIN 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 SOUTHOLD MARKINGS WITHOUTT HAVINGANEW (YORK ESTSAITM TATE PROFESSIONAL TMAMVND GNVR PREPAREAND SU/ NT AAVQART PHONE (631) 589-5200 TRAFFIC PLAN TO THE BUILDING DEPARTMENT. 29. ANY BROKEN OR HAZARDOUS EXISTING SIDEWALK, DRIVEWAY PONS AND CURBING ADJACENT TO AND ON GAS: NATIONAL GRID THE SUBJECT SITE SHALL BE REPLACED IN ACCORDANCE WITH CURRENT STANDARDS 1393 VETERANS HIGHWAY HAUPPAUGE. NEW YORK 11788 30. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR REVIEW, ON ALL SITE IMPROVEMENTS (b. DRAINAGE, PHONE 1-800-GAS-2001 / SANITARY, WATER MAIN etc) PRIOR 70 CONSTRUCTION. i 31. ALL ROOF DRAINS SHALL BE CONNECTED TO ON-SITE DRAINAGE LEACHING POOLS ELECTRIC: LONG ISLAND POWER AUTHORITY E 175 E OLD COUNTRY ROAD HICKSVILIE, NEW YORK 11801 PHONE (516) 545-2224 TELEPHONE VRIZON 501 NORTH OCEAN AVE T, PATCHOGUE NY 11772 TOWN OF SOUTHOLD PHONE (631) 687-8446 x NEW YORK STATE DEPARTMENT OF TRANSPORTATION \, 250 VETERANS MEMORIAL HIGHWAY E P \I"" HAUPPAUGE, NY 11760 � PHONE (831) 785-3140 SI7E PLAN: TOWN OF SOUTHOLD PLANNING BOARD SOUTHOLD TOWN HALL zP.O. BOX SUFFOLK COUNTY79 ' NEW YORK t _ I SOUTHOLD.INEW YORK 11971 - ” PHONE (631) 765-1938 i i 'o V SOUTHWOLD MANOR ■ ■ ■ S�GGJ. Ce COVER ■ ■ = �^IFN m SITUATED IN RMS ENGINEERING APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT 8 RITA COHEN PC � �� SOUTHOLD ■ ■ ■ Robinson, r y `� " GA OLD COUNTRY ROAD, SUITE 901 66865 MAIN ROAD Muller & Schiavone Engineers, Q� Fg510NP G eARDEN CITY, NY 77630 SOUTHOLD, NY 11977 d DWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS AS NOTED d E 2. 10.17.08 GENERAL REVISION MKA GJS 355 New York Avenue, Huntington, New York 11743 1. 09.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS Gregg J. Schiavone, PE DATE: DATE: SP JOB No.: e No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000 SECTION 063, BLOCK 3, LOT 15 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 294,202 SF NUMBER OF UNITS PER TYPE "A" BUILDING 3 UNITS PER BUILDING TOTAL FOOTPRINT FOR ALL FOUR (4) TYPE "A" BUILDINGS 30,780 SF NUMBER OF ACCESSORY APARTMENTS PER 0 ACCESSORY APARTMENTS PER BUILDING TOTAL FOOTPRINT FOR ALL ONE 1 APPLICANT: EAST END RESOURCES, LLC TYPE "A" BUILDING ( ) TYPE E BUILDINGS 7,573 SF SITE: 56655 MAIN ROAD, SOUTHOLD, NEW YORK TOTAL FOOTPRINT FOR ALL THREE (3) TYPE "C" BUILDINGS 22,7_1!_23� TOTAL FOOTPRINT 7,695 SF PER BUILDING TOTAL FOOTPRINT FOR AFFORDABLE HOUSING BUILDING 2,730 ZONING DESIGNATION: HAMLET BUSINESS TIO INCLUDING DECKS AND COVERED PORCHES) TOTAL FOOTPRINT FOR AMENITIES AREA (INCLUDING FOOTPRINT 5.29_4__§F SCTM: DISTRICT 1006 SECTION 063, BLOCK 03, LOT 15.0 LOT SIZE: 294,202 SF (6.75 ACRES) PROPOSED DEVELOPMENT: ACTIVE ADULT (55+) CONDOMINIUM CONSISTING OF: TOTAL BUILDING AREA (SUM OF ABOVE) 69,096 SF.. • 21 MARKET-RATE CONDOMINIUM UNITS UNITS WITHIN BUILDING TYPE A' (GABLE ROOFLINE) PERCENTAGE OF LOT COVERAGE (BUILDING AREA/LOT AREA) 23.49% • 3 ACCESSORY APARTMENTS • 3 AGE-RESTRICTED AFFORDABLE LIVING UNITS (AS PER TOWN REQUIREMENTS) SIZE AND SQUARE FOOTAGE UNIT 1A UNIT 2A UNIT 3A • A COMMUNITY CLUBHOUSE AND MEETING PLACE • A SWIMMING POOL NUMBER OF BEDROOMS 3 3 3 FIRST FLOOR LIVING SPACE 892- SF SF 1,542 SF YIELD PLAN/DENSITY SECOND FLOOR LIVING SPACE .8925 890 890 SF 892 SF_ TOTAL LIVING SPACE (,2,434 SFl 2,427 SF 2,43-4_SF_.> GARAGE SPACE 495 SF 324 SF 455 SF TOTAL LOT AREA 294,202 SF ROOFED DECK AREA 111 SF 144 SF 246 SF TOTAL BUILDABLE LAND AREA 294,202 SF (NO APPLICABLE DEDUCTIONS) BULK REQUIREMENTS: UNROOFED DECK AREA 377 SF 536 SF 438 SF TOTAL LOTS PURSUANT TO YIELD MAP 24 LOTS HAM/FT BUSINESS TONING DISTRICT - HB DISTRICT REQUIRED PROPOSED CODE COMPLIANT TOTAL UNIT SQUARE FOOTAGE 2,889 SF 2,751 SF 2,889 SF TOTAL PERMITTED UNITS 48 UNITS (ONE UNIT AND ONE ACCESSORY APARTMENT MINIMUM LOT SIZE 10,000 SF 294,202 SF YES PER PERMISSIBLE LOT) PROPOSED NUMBER OF UNITS 27 (WITH COMMUNITY WATER AND SEWER) BUILDING TYPE "B" (GAMBREL ROOFLINE) (INCLUDING THREE (3) AFFORDABLE UNITS) MINIMUM LOT WIDTH 60 FT 415.71 FT YES 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 TOTAL FOOTPRINT 7,573 SF PER BUILDING MINIMUM SIDE YARD SETBACK 15 FT 25 FT YES (INCLUDING DECKS AND COVERED PORCHES) MINIMUM REAR YARD SETBACK 30 FT 30 FT YES UNITS WITHIN BUILDING TYPE 'B' (GAMBREL ROOFLINE). MINIMUM LIVING FLOOR AREA 850 SF 2,375 SF MIN. YES PER DWELLING UNIT SIZE AND SQUARE FOOTAGE UNIT 16 UNIT 28 UNIT 3B MAXIMUM LOT COVERAGE 25% 23.49% YES NUMBER OF BEDROOMS 3 3 3 FIRST FLOOR LIVING SPACE 1,538 SF 1,394 SF 1,538 SF MAXIMUM BUILDING HEIGHT 35 FT 19'-2' MAX. YES SECOND FLOOR LIVING SPACE �'9"7"2.SF- 981 SF X972 SF MAXIMUM NUMBER OF STORIES 2.5 2 STORY BUILDINGS ONLY YES TOTAL LIVING SPACE X448- SF1 325 SF x„448- SF_1 GARAGE SPACE 448 SF 325 SF 448-SF"-- ROOFED DECK AREA 236 SF 143 SF 116 SF MAXIMUM BUILDING LENGTH 125 FT 113.0 FT YES UNROOFED DECK AREA 439 SF 587 SF 362 SF TOTAL UNIT SQUARE FOOTAGE 2,958 SF 2,700 SF 2,958 SF MINIMUM DISTANCE BETWEEN PRINCIPAL AND ACCESSORY BUILDINGS 20 FT 52 FT YES MINIMUM DISTANCE BETWEEN PRINCIPAL BUILDINGS TWICE THE HEIGHT 38'-4" YES BUILDING TYPE "C" (GAMBREL ROOFLINE WITH ACCESSORY APARTMENTS) OF THE HIGHEST BUILDING _ (19'-2" x 2 = 38'-4") 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 REDU/RED 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 SIZE AND SQUARE FOOTAGE UNIT UNIT 2C UNIT L THE SUBJECT PROPERTY) EAST PROPERTY LINE) NUMBER OF BEDROOMS 3 2 3 ACREAGE OF BUFFER 14,000 SF 61,085 SF (1.40 AC) YES FIRST FLOOR LIVING SPACE 1,538 SF 1,394 SF 1,538 SF SECOND FLOOR LIVING SPACE ,972-SE 981 SF 972 SF ' --_ --- TOTAL LIVING SPACE 958 SF2,375 SF `2,9b.1_SE.D -� GARAGE SPACE 44 BF"__ 325 SF 448 SF ROOFED DECK AREA 236 SF 143 SF 116 SF �\ PARKING REQUIREMENTS UNROOFED DECK AREA 439 SF 587 SF 362 SF TOTAL UNIT SQUARE FOOTAGE 2,958 SF 2,700 SF 2,958 SF HB-DIS ___Ji RFD PROPOSED CODE COMPLIANT (MULTIPLE DWELLING/ TOWNHOUSE) .. PARKING SPACES PER UNIT2.25 PARKING SPACES 58 PARKING SPACES YES _ (MULTIPLE DWELLING WITH 3 BEDROOMS) ( PER UNIT x 21 UNITS AFFORDABLE HOUSING BUILDING = 47.25 PARKING SPACES No. OF AFFORDABLE UNITS 3 UNITS PARKING SPACES PER UNIT 2.0 PARKING SPACES 10 PARKING SPACES YES FIRST FLOOR 2,077 SF (MULTIPLE DWELLING WITH 2 BEDROOMS) PER UNIT X 5 UNITS 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 UNITS WITHIN AFFORDABLE HOUSING BUILDING GUEST PARKING SPACES 0 PARKING SPACES 10 PARKING SPACES YES TOTAL PARKING SPACES 58.75 PARKING SPACES 80 PARKING SPACES YES SIZE AND SQUARE FOOTAGE UNIT 1 UMT 2 _UNIT 13 PARKING STALL WIDTHi 9 FT VARIES, BUT NOT LESS YES NUMBER OF BEDROOMS 2 2 1 i 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 s..3" FIRST FLOOR LIVING AREA 1,584 SF SECOND FLOOR LIVING AREA 662 SF _. PRIMARY DECK AREA 365 SF (COVERED), 458 SF (OPEN DECK) 11 SECONDARY DECK AREA 2,887 SF (POOL + DECK AROUND POOL) 4' TOTAL FOOTPRINT 5,294 SF (INCLUDING BUILDING, DECKS AND POOL) ■ ■ ■ SSPGGOSCy y SOUTHWOLD MANOR SITE INFORMATION, BULK TABLE RMSITENGINEERING � P� s. YIELD PLAN UATED AT m� �` nm»y' �,�` APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT 8 RITA COHEN ■ ■ ■ Robinson, /'+ A 83g1 c�` S O U T H O L D 686 OLD COUNTRY ROAD, SUITE 801 56655 MAIN ROAD Muller Q Schiavone Engineers, PC mss �� GARDEN CITY, NY 11580 1 SOUTHOLD, NY 11971 OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS NTS 2. 10.17.08 GENERAL REVISION MKA GJS 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schlevone, PEDATE: DATE: JOB No.: SP - 2 No. DATE REVISION DESCRIPTION BY OH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY Scot. License No. 78387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 n._,f�ny., \ / ✓•y,r y %',��r\ 5RA J. PERRY 7190 LOT 3 ROUTE 25 SITE DATA SOUTHOLD, OUT NY H971 USE. OFFICE USE OFFICE BLOC TOTAL AREA = 294,202 LOT 5.1 EXISTING ZONE = HE - HAMLML ETT BUSINESS SS DISTRICT >'; ♦ $ CRAIG d ORS ARM PROPOSED USE ACTIVE ADULT (55+) CONDOMINIUM CONSISTING OF: � TOD11n SOUHNY971 21 MARKET-RATE CONDOMINIUM UNITS l♦ \ ,, ` \ ( �T 19Y y ,_ USE: RES ENTNL LM 7 3 ACCESSORY APARTMENTS C \ \ C \ (( ��/\' l♦/\ / \ .+ ACREAGE LOT B MAUREEN SMITH . 3 AGE-RESTRICTED AFFORDABLE LIVING UNITSAS PER TOWN REQUIREMENTS) PAUL R JR d ELIZABETH - TOWTI HARBOR LA / A COMMUNITY CLUBHOUSE AND MEETING PLACE ` \ / ✓ ` //\ �/' (\/ ' ! )r 5 .,(>�\ H. BUfd15 SO MOLD. NY 119A . A SWIMMING POOL \ SFR Nti 275 TOM& HARBOR LA USE SFR SCHOOL DISTRICT = NO. 5 / ll�' \: .\y / \ SOUTHOLD.SPIR xv n971 / POST GmDE = SOUTHOLD m91 \/ C ' `� \ J- `✓ !� j iC F LOT 2 WATER DISTRICT = SUFFOLK COUNTY WATER AUTHORITY \ ')(± j iC \ �, j♦ / \ ! J \ \�' / /' FIRE DISTRICT = SOUTHOLD KAREN LUNG ' 57020 RD. N 11 FLOOD HAZARD ZONE = ZONE X AREAS DETERMINED TO BE OUTSIDE 500-YEAR FLOODPLAIN /\ \/' \ \ /y. \j \I/ �i` �' . C ,♦ r \ :`` C `: C `�� /X `/ .l\c/' � 5W1HOlD. NY 1107 ( ) USE SFR / S.QLM. = DIST, 1000 SEC. 063, BLK. 03, LOT 15.0 V V /\ � ` 0� SOIL BORINGS SBA SB-2 SB-3 LOT 1 GO EL 3271 (RWNO SURFACE EL 3234 GROUND SURFACE EL 325.3 DEGRADE) SURFACE LL 325'3 GROUND SURFACE /\.�\/ j\�� 56950 MM) ROAD CORP ��/ I I t DAa aw mi Law 1 mel.3T LGW,m Ru III 1 eva sar Lew \\\///\\\///,,,\\\ '!\,. ' 56560 ROUTE 25 t Du•aa.am Iii (axn-e9 i i ♦ / / \ �` / ! / sat LGw \ 1 LIAR ON NY 11971 / T 4p (a.Nn u) (n)01 w) mea IaHa-aa) I I I ( �\. \�/\ y. \y /l USE CONVERTED RESIDDICE nO� d ANNA MORIN am n ii a%sT LOW �mrsTy Im s W' uaTneµGE C < `^ \ \ ' / \ l\>S/\/ \� i �{/ 300 HARBOR LANE anw¢ yI �mlr�sys�ii ln.4%IS) (a(o-,$) Y \/ y SOU NY 11971 n.auw UMT eNa y h \\ ♦ \/r \/ �! \) / WW USE sHa u) minnow,waww ORANGE(meX CIF ee 1' / �/ / / �` k♦` /' / T/ // /\r' /X)X� '\ "�/ •`O LOT 39ANTHONY kDOING 10 aew�n iwiN sva 10 10 aiv°Oic sl= to h k \, \ \• / / \ N `i �• MATTESSM nauXtt ORtN swD / ls)(e-a) 0.Ea 290 T01ttt HARBOR LANE OA I \ SOUTHOW, NY 11971 (s) ♦ USB RESDENTIAL LOT '�O'a� \ / sar.M. Na 1000-13-03-17.2 pE81DBp1T1AL u X aW_rw SNm a Mw� 5 YWT Mel-Tw 9w0. /\ csxo-as) OL a / \/ / � LAND xaw ort FORMWLr DF ION sEc ea euT W Lm 37.1 / / �/� VEQETAT (�vH.°V-e+) ( H ) PETER MEYER. JILCE '\ / ANTHONY 2US10VICH A WT 33 500 MAO PLACE �� / \/ /\\ / ��. ! ADDRESS 60815 ROUTE 25 MOWED ARE WWMI d ANNE SOUMOID, NY 11971 /\ \'`X i\ SWiZDNM NY 11971 MLO HANSEN USE FARMS \ ' 7US E R60 505 LOCUST LA USE: SFR SOUTHOLD.NY mLDNsx- SGLM. N0. R 0043-0316FORMERLY OF 11971 rc'NI¢Tw L S.LLN. Na 1000-53-aT-17.3 S F.MAND- No.OR FORMERLY F IANC NOW E I .FORMERLY OF LAND NOW OR : LEA IA 6 VALERIE N, 5ROPAZ 1 USE SFR • •• ( Rea"-- LAND NOW OR FORMERLY a• VINCENT OO.OAIIE d ttEANIA DOLOMITE ADDRESS 36735 ROUTE 23 1 LOT 36 LOT 34 • .' •' MOIESS:OUMIS ROUTE 25 ADORES WWI ROLM 2S SOUMOD, NY 11971 , 111 BARBARA LUT2 d NIOIOII TROY L SCNEl1N • • V. 5 uNODMWa SOUTHOLD. NY 11971 SOUTHOLD. NY 11071 ZONE: HB 310.00' EWSION 300 LOCUST LAKE ENO OF BORING 25'-D• END OF eatlNc 25'-O'• w0 a eamxG zs•-D•• �'ew'Tw ' 200E RBD ZONE R60 ! 1 US SR 1 I WOOD ROUTE 25 SOUTH". NY 1197 m.SM141 USE SFR MJ r' � i A N ^'•' SOUTHOLD. NY 11971 DSE: SFR ar59FlCABON C1A551FlCATGNWSSIFlGPGN (sP)(413) USE SFR N _ 40'E - - 1 USE: MULTIPLE USER rR • GOUT. �O, TIBIAL $� P08T-AGRICULTURAL t:' ' Pte\ 3 OLD f1EL `�___ •\ . .. (..r \�\'\\ \, D • &•-ID• D/ ,LD m \\� \• \ \ Q ' y\� //`\♦,/! ,/�! 1 $ o n LOT 35 x00.-oar Wml BAWD, \'q• LAND IN 6Z238�N - gg`7 \\ \ \\ \ 9\ \ \Xt}, m- MANY A LID k ROBERT BELLY,RL SHRUB \�\\ GERARD SRBrTA1E 470 LOCUST LANE \i �\ \ \♦\ /\ ' cF>C i h •-� 205 LOCUST LANE SOUTHOLD. NY 11977 O m \ a \ / ✓ _ `i '• 1 DCI SOUTHOLD. NY 11971 USE SR \ \•` ,// / \ \ - N U� SFR 5 ENO OF BORWC 35•-0• \\ >N 7.381j0•E M I \ 9 A . . !� \ \\�.\�\ /\�/'��' 1/` pi / %\/\/} •.\\ \ \/`\!�%ri\ CU59FlCATGN \\\`'\�\, \\ \�.,��\',./i /i• /� !�� ./ /se sA{X D LOT IIJ T WT A wDwm ' I \\y\\ ) \` \ �,\\j/\�ItT�i\ 11 t� sOUTHuxD coRP DEBRA L. d ANTHONY WT \`^♦ \ I \ - �\� \ 'Y/`// 5.8s RR 25 165 B- B-g _ \ \ I 1 N _ 1\ - .1 � . - 1 \ ` \:\ Y\ \�I.�/�e�\ \/.�%•��\\//\\j% ll �'�1 USE CWMERa1,1L� 15DU1HOLD, NLOCUST Y 11910T �L �.1 .V* GROUND SURFACE .7'3 GRWHD SURFACE VEL' 4 GROUND SURFACE gg W.7** GROUND SURFACE 1 .\ MDDu11D. in' SB' a \ \�� \ `�`, 1/`pT6, S`/., �� _ IN - '�_�\\ C•\ �\` r %L\ l \\ \, \� Z BLDG usE SFR P pp \ Lj Q t Dun•amculm LDw 1 un mT wu-a rws I I 1 &W.D.Vtlf M.SILT 1Dw, 1 t DwX ema acwc LDw \ ♦ ' ' � �. \ i. / / i./�� s ( HH-vl III sum(aXN-aa) III a Rxc solo(a101-u) III n u-Fs \\ .\ t 6 \ \. o ♦ I \ `� /j\\�/•t\ \ '� '� 611 1 9 eRx.-wllrc R \ n \ ... . w �i� +f ellx.mr Law •ILII.-Tmnr mL r,2 soar sli.m\\ 1 \ w! 4 BXN.-0tlir•MIX.} . . . ` S,` ` \. _ `co \ ' „ • ID -,,yW� mTr rDr<FSM. 1 1\ $-\ \ , A �` � �.�. \ \r\ ! Iy!F w- TIMOTHY d (a71N-as) IsNF-_ �0 y WT 28 \ nlr111s ) Mm.aT! / "/,./ I m.moat\ ♦ � N \. �/��'L:• •L' \ = >< \ \ al N 452b n.r- \ Maio LCa T tAIIEu MENTIm \\ \, ♦♦ \ . \ \ q 178.00 t I Q sacs ' \M '•\ .N l \ \ .,l �1 ,g6 • SOUMOD.\NY 1197 n aAw-s6r TA a.AWI m amR.au LOT 1.2 RM OF SOUTHOLDI\I i ♦ _ __ i � . \ � ♦ _ \ \ �\ t.- 3S1�SN I' 1 I aAua \ . I\ n \ \ U51' SFR \ a e-a1 s s-, (spHo-ss) oar aRn.swD rm 1170 BOSSAU AVENUE W \\\V\' V ♦ ,�. -. I ! _ 6- `♦ \ 1 _ \-'� \.• '\�` \_ \� \ • SaT.M. Na 1000-03-0]-14 \ \ \ ` (vNaas) SOUMIXD. NY 1197 i' \ \ \ rn. f 9 r g LAND NOW - FORMERLY OF \ 1 1 fD 10 l0 wsl'- 10 UOT sa 11 T` \\B 5 \♦ N_,- �� \\ ' \ �\ `� 1^�'C'\� I pi EUGEN dMR--- IOMASC 1 OT 24.1 I 1 aA pA4FLD amµau m USE PUBUC (NEC) T� \ _ ♦ _ _ \ . \ h' \.` '\� \ \ - T ABORESS: W475 ROUTE TS ENTERPRI$�5, INC \ \ \\ \\ _ ♦ O '\ \ NaW '�I\ - -\ SDUMgD. NY 1197 1 B LOWST lAl LBT 25 \ \1ypiR9hDR•n¢ (SPX,-ee) (SPIN-ssI Ty N\ ♦ IV _ m \ _1 \ \ 1'13 �/I ZONE HB UMOW. NY 1107 WIWAM CQRBETT MEN. \`•�Y�' -` \\ -\ 1- \\ USE COMMERCIAL USE RESDEN IALILOT 455 KORN SOUTHOLD, Y 119tt@DAD \ \ rt ` ♦ \ . \ 9 1� \ ♦ \I I\ 7 mLmsal-ww¢ arRUIOnWO.SIT \q \ t ` R \ ♦ \ rn .\ y\ `\ i'4 \ \ 1 \ USE SFR 1 iw sa0. (sPl(s-W) P`.0 \ I ' ) ♦ 1�` 1 \ $ \ I TA anw. umPM Tw CO$ \ \\ \ i C d ♦N \ \ I- _ 3 S.C.EM. NO. 1000-133-03-13 1 1 \ OPXo-w) sum.a aA4FL G7) LAND NOW OR FORMERLY 0i LOTMULUN=REALTY �O 11 \ Il WX -ss) OEr1 JANET L RYAN 36340 ROUTE 25 1 1 \ V �'a U \ •TP-1 i l M ', \ `y, ♦ \ '\ \ Fq ADDRES 56305 RW.E 25SOUTHOLD. \ -Q § \P 1 ! e - l em MMA \ qq \ \\ \ �. ` \N \ SOfiHOD. NY 1197 NY 1797F' \ 1 lA1 Y. S RDc �-ly \\, \ Y \ ` m ZONE 1® USE Cg1NEtLTAL BLDG T 1 A k uan CAVI sum. oar RaA Tw sw0. 16 IT t9\� L5 w DSE SFR 11 oM0_0�,,,�t,:Ly� BARB AGE max.) (sNa--.sem) r, \ \0 . C1' a r ♦ , 55 \ 5 \ It \ \ _lil I ,tea I RB"""tfAE, CIV• .NY 5 GOUT. UaT aw:_TNN �w.i.• s .., �i"I. \I _ \ - \I \ 315 SOD.MY awr. .�. a6AxTM a•"W'O . D` 8 \ \ ILA CNR-A2 I \ - - - _-17- R 1 \ SUR \ 11 W-r NN05'30'50'W N 1 SLUM. N0. 1000-03-03-12 I 1 "s, IT ^ Yg• WXo-os) • rsws. 1 \I \ �$ 1' 1 ♦�rnu.o6„�'" LANG NOW Oft FatMERLY a - 1 1 USE; \ 1 �Y 1 \ 5 \O N PK1ES REALTY HOLDING LLC l \ ADORES 56273 ROUTE 25 -� \ II I\ rmN.sum, mw.sum. \ \ \ 1 SOUTHDLO. NY MITI 1 I \ m auWL 7D52NE. HB I - \ BAR, UG w)sum. mel.swD. m aAw.SCI M.ORm1L YOUNG 1 \ \ a-DRAMX--) (sxo-M) OpDLAND USE AUTO REPAIR MU 226 \ \ I \ ( H (sxo-u) saTMM. xa t00o-63-as-zn1 WO N9MEN REALTY 1 I \ 1\ r LANM NOW OR FORMERLY OF 56310 ROUTE125 I \ \ \ W \ •• •• sial sum.m.aAw. CHAPoES W. W&71(E SWMm N��111�.1.��971 1I \ 5 . • (alfa-eN . 5 ACIDNESS 56215 ROUTE 25 '- ""Y 1 END OF BCRPIC 35'-a•• ENO OF BORING 35'-0•• ENO OF 00PoNG u'-0'• ENO OF BORING 35•-0• $OUMO L NY 1167 1 1 Iy \� Drj 'SD•IN USEBNNO \\\ \ CLA59FlCAllp1 C CLASSIFlCATON CL/19FlGTIX1 CLASSFlGTION AGE P�pCE 1. SOIL BORINGS CONDUCTED BY SOIL MECHANICS DRIVING d\ 51.34 NOTES CORP. ON MARDI 23. 27 d 75, 20M LOT PETER11971 E Jfl M 1 `pQ� •60+pO OMM A FOUMA 2 CONTRACTOR SH&L REFER TO GEOTECHNICAL ERSAP NOTES: /� .may ENGINEERING REPORT, DATED APRL 4. 2006 FOR USE FARMS y�of {WIn'� ��NY 11971 ADDITIONAL INFORMATION 1. MERE ARE NO WETLANDS ON OR ADJACENT TO ME SIZE. SM LOT 10 tr•• 2. ME PROPERTY IS NOT SITUATED WITHIN A DEEP RECHARGE AREA. ME SITE IS NOT MICHAEL d ORS MIU.M SITUATED WITHIN ME BOUNDARIES OF A SPECIAL GROUNDWATER PROTECPON AREA. 55125 ROUTE 25 GLOT 14 _ it SOUTHOLD. NY 11971 p `.1^ THE SITE IS SERVED BY PUBLIC WATER SUPPLIED BY ME SUFFOLK COUNTY WATER USE SR -0 l� AUTHORITY. 'LOT 12 `+ THE SITE IS CLASSIFIED AS 'ZONE X- AS PER ME FEDERAL EMERGENCY LOT 13 MANAGEMENT AGENCY (FEMA) MAP 158 OF 1026. ILOT 11 ' - '�1 \ ->.1 15, MERE ARE NO AREAS LEGALLY PROTECTED BY THE COUNTY OF SUFFOLK, THE LOT 25 MULEEN REALTY TOWN OF SOUTHOLD. PRIVATE TRUSTS, QUALIFIED CONSERVATION ORGANIZATIONS PRESSLER I 40 COTTAGE p1A CE� OR OTHER ENTITIES OR AGENCIES ON OR MUTING ME SITE. o' 56025 ROUTE 25 SDUMOLD.-NYT1971 KEY: 4D0 SOUTHOLD. &y�11f�D�� 113E-C9NMEROAL LOT I \ 6. TH SITE BORDERS A STATE-DESIGNATED SCENIC BYWAY. U EMERSON a JR. d MARY LEE HASBROUCK LAND NOT IN AGRICULTURAL USE 7.L11F�E SOUTHERN AREA OF THE SITE IS ME ONLY SECTION THAT CAN BE SEEN FROM Utl� 160 COTTAGE PLACE ,. �-�`! J...P LIC ROAD. n SOUTHOU). NY 11971 - yo JOSPE& ARSiDN k USE. SFR _ 8. '6,1ER 'RE NO HISTORICALLY SIGNIFICANT SITES OR STRUCTURES OF NATIONAL. g i PL COTTAGE t n5TA ^OR LOCAL SIGNIFICANCE ON ME TRACT OR ON ANY ABUTTING TRACT. ME & °m' SWMOLD, NY 1IM COUAGE �1Y�71 AGRICULTURAL USE UNPROTECTED O IN SITE IS LOCATED WMIN AN ARCHAEOLOGICAL SENSITIVE AREA. ARCHAEOLOGICAL ^' USE; SFR - INVESTIGATIONS (STAGE 1 AND 2) HAVE BEEN CONDUCTED BY THE INSTITUTE FOR LOT 9 m m LONG ISLAND ARCHAEOLOGY. CEDAR FIELD REALTY. LLC O u LOT 10.3 35975 ROUTE 25 LOT 5 MULLEN REALTY %�./,� / RESIDENTIAL v:G AIION 9. THERE ARE NO TRAILS ON OR ADJACENT TO ME SITE, SOUMOLD, NY 11971 MAN FIELD REALTY. LUL 175 HOBART ROAD USE RESIDENTIAL ACREAGE 55765 ROUTE 25 SOUIHOD, NY 1197 WI10.THE SITE IS NOT THIN OR CONTIGUOUS TO A CRITICAL ENVIRONMENTAL AREA. SOUTHOLD. NY 11971 BSE AUTO SAES POST-AGRICULTURAL OW FIELD/ SHRUSLAND ME SITE IS NOT WITHIN OR CONTIGUOUS TO ME CENTRAL PINE BARRENS. AND IS USE MULTIPLE USE (SUCCESSIONAL OW FIELD d SUCCESSIONAL NOT SITUATED IN AN SGPA. SHRUBLAND COMMUNITIES) 11, NO ENDANGERED, THREATENED, RARE OR SPECIAL-CONCERN ANIMALS, PLANTS OR NATURAL COMMUNITIES, AS CLASSIFIED BY THE NYSDEC NATURAL HERITAGE p1K•w J / J f YOUNG WOODLAND PROGRAM, NYSDEC OR THE UNITED STATES DEPARTMENT OF THE INTERIOR, WERE (SUCCESSIONAL SOUTHERN HARDWOODS FOUND AT THE SITE. _ COMMUNITY)LOT 7 12.MERE ARE FOUR VASCUAR PLANUS CLASSFlE0 AS -MREAMNED-, WHICH OCCUR, <i CARLISLE E gN2iRAR I \\\\ MOWED AREA OR MAY OCCUR, ON THE SITE OR IN ME IMMEDIATE VICINITY OF THE SITE, O% LOT 5 200 BOSSAU AVENUE LOT 5,3 CARLISLE E d SOUTHO ), NY 1197 Nv '\ \\\. (-TERRESIIAL CULMRAL• COMMUNITY) 13.NO MATURE FORETS WERE IDENTIFIED DURING ME JUNE 2002 ECOLOGICAL qq LOT 27.2 JEAN W COC RAN E M1ILUUN REALLY PATRICK OULLFTd USE: RESIDENTIAL (NEC) PJ -e P SURVEY. a 'Em a 10 COTTAGE PLACE WD SOISSE111 AVENUE 270 HOLD. NY 11971AVENM' THIS PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MENTO, LS souMan. M 17971 SOUTHOLD. Nr 11971 0�4'E m 000TTA NY 1197 USE MD. NY 119 USE SR 14.THERE ARE NO KNOWN UNIQUE NATURAL OR GEOLOGICAL FORMATIONS ON THE SITE DATED FEBRUARY 15, 2006 AND INFORMATION PREPARED BY FREUDENTHAL R USE. FE5mEx71AL(xEc) �O0�P , 15.THE SUBJECT PROPERTY IS NOT ADJACENT TO ANY LAKES, PONDS OR OTHER SVT WATERWAYS. MERE ARE NO RECREATIONAL AREAS ON OR ADJACENT TO ME SITE. do ELKOWTZ CONSULTING GROUP, INC. DATED OCTOBER 8, 2008. lT••- ■ ■ ■ Sp(EOFN1 SOUTHWOLD IMANOR EXISTING RESOURCES AND SITE 6G S� 0 / 9 � ANALYSIS PLAN (ERSAP) ■ RMS ENGINEERING �P=n z SITUATED AT APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT R RITA COHEN p �+ SOUTHOLD ■ ■ ■ Robinson, Muller Q Schiavone Engineers, PC q'PpF•` 76387, 0\�`` GA OLD COUNTRY ROAD, SUITE 907 58556 MAIN ROAD GARDEN CITY, NY 17650 1 SOUTHOLD, NV 71871 FSSIGNPIL OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 1" 80' SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 2. 10.17.08 GENERAL REVISION MKA GJS New York 11743 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, Gregg J. Schlavone, PE DATE: DATE: J08 NO.: S P . 3 N0. DATE REVISION DESCRIPTION ev DHD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State Licanee N. 70587 0�.1o.OR 07.90.08 1 2005-195 S.C.T.M. NO. 1000-63-03-16 LAND NOW OR FORMERLY OF S.C.T.M. NO. 1000-63-03-17.2 VALERIE M. SCOPAZ LAND NOW OR FORMERLY OF ADDRESS: 56755 ROUTE 25 ANTHONY ZUSTOMCH S.C.T.M. N0. 1000-63-03-17.4 SOUTHOLD. NY 11971 M LAND NOW OR FORMERLY OF ADDRESS: 56615 ROUTE 25 ¢E ZONE: HR WNCENT DOLOMITE & IIEANA DOLOMITE SOU ZONE. RBO11971 USING GARAGE ro BE USED USE SFR ADDRESS: 56661 ROUTE 25 USE SFR HH MARTS mN AMO 5OUIHOUJ, NY 11971 S.C.T.M. NO.NOW 1000-63-03-17.3 PROFUSED E-O' m (1EB1 ' LAND NOW OR FORMERLY OF ZONE: REO VNn COA1FD OIAP1 �mP) r°—o PROWWW PMVATE USE: SFR ° 3 ANTHONY FORGIONE OE1fWAH(nP) W1H SUT& (TSP) 0. nage mn ° ADDRESS 5fi015 ROUTE 25 I 5 ^ ' 36• °°k SOUTHOLD,NE; NY 11971 cDNc6LlE 807'44'40"E 310.00' s 3 ZONE: R60 PROPf6ED 18'VIDE BUFFER ' USE: SFR ° ARFW(TTP) £ ° MONUM M \ g= 622.78' ALT HALLION AS u z \ ` PIIOPOSED NLL-DEPTH ASPHALT .: ANDSAWIIL AGE ASCTEL SHALL R!AS S07-3810,.E o -------- ------ -------'wAw ¢+ -- ----------- � AND REnAce AliEl --�--- --- - ------ n _ ---- — ------ - - -- - --- — --- FXUIIE -------------------- —___ — ---- SEG =MIMI i, a -- ---- — �y 1 -- ------------ 6 OPROPOSED c eT \ roANaaeT[cYs ,IGD UNIT'38' UNITIM, O AFFORD 38 NH 5/NG BLDG ,rolx� /Q� �g YV ^E — IIS 'J 1 PUN& (T w) UNliva' xv \ PICNIC UNIT 3B' 8 @ l °¢ 1 1 1 UILDINGA-I n6 COVFREO PORCH 175 22V � \ \ 3� ,4.tl BUILDING C-I UNIT2W o g ICE S \ 1\ BUILDING F BUILDING A-2 UNIT'Te' a �" "" :.. 1 1 UNIT'TB' UNlT'TA' 3' a \ \ P001 UNIT134' d' ,I y [7'" PROPOSED POOL NO ENMOSUME. \ 1 4 26•wALNMF r'1' r _,. .. EN511NG UTOIY POE ro BE �ro AROnECF&PLANS FDR 1 UNITY? : FURTER lKORYATON (TYP) 1 ..-. �a 364' o .•� . PUNIT'IB' `:_. . UNIT'3A' f 0 :' ` •pE e : �:�#;"' PROPOSED ACJ A�y, a Qom- _ 1` a 4 ROPPO D CU REGIDACeITRACTORM 11 UMT• (TTP) -�I 4TEa �N SHAM H O > \\ CONOEIE EAMB�(n?)% Jq ---- - -- ----- 5 5 e EV THE DIREMY N ULM Twx ..e , AO¢ O• f1.V UPIIOPD C")&IPEET 114 /L— - ---- - --•i ._ ---f e• w.W g A7 1 34 Aq P c 1 : r 0 . .. pp... ., N04'4 0aEW Izs46Sf MANOR DRIVE abg d to B UO_ N�EPRALL C O PROPOSE CURB AT PROPEAOryPO 18.DMASONRY o 9 9Ol % 6m W 1 \ ¢2M Abd _ F),y d s 4o QO" I LAND NOW OR FORMERLY F // 1q W R G.C.T.M. N0. 1000-63-03 4 ( 1 FRCPOSFD YA�DI�'. ( ) �Ry SO.S 6'p I litl EUGEN 6: MIflELIA TOMI C 1 a d UNIT'3A' UNIT'IB UNIT 3A' UNIT 18' I ADDRESS: 56475 ROUTE 25 \ ;a 5 U ZOLOE,�NNiiY61197 1 /A PROPOSED MM PAMM COLOR USE' EUS \ IG\1 AND SINE Am Mo. (TTP) fUiCDING8-I BUILDING C-3 UNIT s 81HIDINGA-4 "" BUILDINGA-3 I 1 1 UN/T'TA' Fk UNIT'TA' UN/T'28' i I eco 1\ �A ,..n UN/T'IA' a4' UNIT'3F NX UNIT'31I a P i x3 1 \ UNIVM' s0 S.C.T.M. NO. 1000-63-03-13 / 0 LAND NOW OR FORMERLY OF N'LY JANET L. RYAN F I ADDRESS ONH 11971 56385 ROUTE 25 SOUi SIGN SCHEDULE \ --- --------- --- J ) ^ SOUTH: / iDID USE: SFR PROPOSED W-61iWH CII@1 Van \ 1 / — ———— —— — I V) I SYMBOL SIGN TYPE CWIm CHAM DNI(FFNCE WIN SUI& 1 / / ---- — ---- - -- - ----- - vb — ------ - -- — -- b Q N.Y.S.D.OI. 2DsrwDRE "STOP' RI-1C�-------- --- PROPOSED DUMPnMTER ENOASUFE. (IYP) J \ I Q -HANDICAP PARKING- SIGN P4-6 > 616.57' N05'30'50"W PROPOSEDME'15' E BUFFER N7 NEA, (DIP) 1. SIGN POST "MINUTE MAN" BREAKAWAY ROVED BY MARION \ 1 1 > PROPOSED TEWS/PE60OA RFFIX ro 1 STEEL COMPANY MARION, OHIO OR APPROVED EQUAL O (J, N ARM PIANS FDR NRMER 0 1 to 0 INFORMATO. (lYP) DOSING NAIVE TREES ro BE S.C.T.M. NO. 1000-63-03-12 T.M. 2. 2' RIDE STOP LINES SHALL BE PAINTED AT ALL STOP TYI \ \ 1 J D PHOPOSED E'-O' No GRED?MNYL TRANSPI.WTD VI TO IV E BUFFER AREA. LAND NOW OR FORMERLY OF -.4 SIGNS. 1J — GUAM JINN LIX FENCE WIN SLATS (Tm) PILLES REALTY MOOING LLC LA05 SN0. 1000-63-03-26.1 ADDRESS: 56275 ROUTE 25 DSP) AND NOW OR FORMERLY OF SOUTHOLD, NY 11971 I 3. ALL AGNS SHALL HAVE A MOUNTING HEIGHT D RAD', AS REBS:CHARLES W. ROUM ZONE: HB MEASURED FROM BOTTOM OF SIGN TO FINISHED GRADE ADDRESS: 56215 ROUTE 25 USE AUTO REPAIR 4. ALL SIGNS ARE TO BE REFLECTORITED. N05°30'50"W SOV E: STORAGE9T E PROVIDED 51.34' 8. MINIMUM ALL SHSINGLEN GLE CX EL SIGNAVINSHALL ONBDIMENSION GREATER THAN 24 INCHES. 80I55FAU AVENUE (TOWN OF SOUTHOLD - 66' WIDE) 1" 01 THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS DATED FEBRUARY 15, 2006 ■ ■ ■ SOUTHWOLD MANOR ALIGNMENT PLAN ■ ■ RMS ENGINEERING SSPfA Jr w GG J.SC I' i v� ,A Jr SITUATED AT m * APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT 3 RITA COHEN ■ ■ ■ Robinson, Muller 1$L Schiavone Engineers, PC m� G �� SOUTHOLD 868 OLD COUNTRY ROAD, SUITE 001 58865 MAIN ROAD q0 y{7s3 GARDEN CITY, NY 11530 SOUTHOLD, NY 11071 '`FssIONA�-� OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 1" 40' 2. 10.17.08 GENERAL REVISION MKA GJS 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 BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 DRAINAGE CALCULATIONS DRAINAGE AREA I = 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 CF 25.51 25.88 TURF & LANDSCAPE AREA 68,498.3 SF x 2 IN/(12 IN/FT) x 0.3 = 3,332 CF TOTAL VOLUME REQUIRED = 12,588 CF 94 EN59NG SHEDS 10SP SED OF. AND 25.89 25,5x g9osE0 OF. (TR) m'�m q,Aw.Of11EWAY IO m .88N25.59 26.16 STORAGE PROVIDED REMO4ID. (lYP) (1) 10'OIA a IB ED. LP 26.04 (11) 12' DIA. x 12' EFFECTIVE DEPTH LEACHING POOLS DRAINAGE AREA IV PROPOSED mum 51"IE11 REFER 11 POOLS x 100.9 CF/FT x 12' EFFECTIVE DEPTH = 13,318 CF (4)17 DIA x 17 ED. W5 UDUTY PIAN FDR 5k0NA1 r° C 26.35 INTNaATION. (TP) TOTAL VOLUME PROVIDED = 13,318 CF (1) 1U DA x 11•ED. LP P 27.50 C13-9 26 - 5C 25.8.5 ITC 26.15 c 25.15 DRAINAGEAREA II = 7,860.6 SF W 1 72 (11)17 m& x 17 ED. IP'S 27_ LCB-3 \ BC x5.35 BD 25.35 310.00' 30.24 P 28.20 -7 -e - \ i 1 S 44'40"E STORAGE REQUIRED x � _ P 28.50 622.78' _ _ -t x2Z3B xzzsv `m" - ...<t anv°.°v 2,708.9 SF x 2 IN/(12 IN/FT) x 1.0 = 453 Cr IMPERVIOUS AREA N� 27.90 _ \ _,1 25.85 TURF & LANDSCAPE AREA 5,151.7 SF x 2 IN/(12 IN/FT) x 0.3 = 259 CF - _ --- 2 1 \, 31.20 o N \ --- - --- - ----- -- - - 25.55-- - 26.03 25.67 TOTAL VOLUME REQUIRED = 712 CF 111 5073810E _ -- ---- -- - - - 25- - -- 25.26 � ° z 5.4 5 z x70 x .00 1 .35 ECD 4 ER ., - - 1 _,� / 25.03 • GR P 28.20 •-b --- - --- -- a J ` G -13 1 631 �.` ie H I STORAGE PROVIDED ._.- a x26. 4 �s\ = 0 DIA. x 11 EFF TOTAL VOLUME PROVIDED = 752 CF 1 1 ' EFFECTIVE DEPTH LEACHING POOLS W 6 135 zs s4 p 1 POOL x 68.42 CF/FT z ii' EFFECTIVE DEPTH 752 CF x27.09 •z7; - S J B 2 .as 1 I \I > 1 JDsS) / _ UNIT'38 (29'50 UNIT'1A' ; l ?5. ' BL 25.00 , ham'• , AFFORDABff NOUSlN68(DO 9 q DRAINAGE AREA III = 6,289.3 SF U, \ 30 111 J 1 ` I 1 zta3o as A UNIT'IA' 1 r - � ) - 2150) LC. '$�-la o` m 3UNITS / 6 O TURF & REQUIRED > \ I \ VNIT38' m @l v.. .t -a aso \ r�-( / (zfi o0 � �� -t �"t � Lq IMPERVIOUS AREA 2,596.0 SF x 2 IN/(12 IN/FT) x 1.0 = 434 CF V � 'orsf RI � UllD1NG A-f a � 6v ?97a ?o.` �°F( , / Lu ,(, - - /Lv o \ 616 `tr0 ) " t _ \ \ Z w TURF & LANDSCAPE AREA 3,693.3 SF x 2 IN/(12 IN/F7) x 0.3 = 186 CF x BUILDING Gf / O o ) UNIT'2A' (, �� -26 r ECB-a 1s.ze�gzs e3 .n TOTAL VOLUME REQUIRED = 620 CF 1 t o o\ rn p �i I ? s3 , i., ) yrs (FTL 30.60) v @ DD-10.. 'TC 25.85 DING A I DNlYY86' 20.50 5 9 J\ i ( 6C 25.!5 -t GR 25.31 " 5.61 25.6fip " 32.75) 1 ` BUILDING Lr- lap, �J �NIT'2A' O '• 56 o� \ U. "-' - / Ic �x OG s- STORAGE PROVIDED 1 11 1 1 4 3c uNir2e \� (RL 30.50) r UN,T''3A' -,s ( L 26. (D) T„ , ( ) 10' DIA. x 10' EFFECTIVE DEPTH LEACHING POOLS u� � d0_50 -2 C 28.00 1 111 1 \ 1 P00[ W \ (FFL�2e51 / \ ''1 I 1 \ . " _ s{s ) _ Bc 2550 � \ \ '+� Z 1 POOL x 68.42 CF/FT x 10' EFFECTIVE DEPTH = 684 CF 30. \ V.1 �uJ ,p_I,;` TOTAL VOLUME PROVIDED = 684 CF IxcI ` 30.18) \(30.35 ..-� \ �1NlT'18' \ j \ ti _ W I O %o `/ (25.50! 6 e � ( zS t; p � I DRAINAGE AREA IV = 40,839.8 SF 1 1\\ I 1 1 O \ `' \ UNIT 3 - \ - ,�i, - 25 7 J / 3 1x u 'C.' +6�,`{ lu Oi11525 25.54 25.59 ��rte, J s -.soa _ �ss7 �t'a � i Is' w 1ju' _ "`�r-,( "§9.o0x x 2 se STORAGE REQUIRED ^D ' (26.38 i ) ,, , \ _26 (2n tP n \"rri. - O I ROOF AREA 8,683.0 SF x 2 IN/(12 IN/FT) x 1.0 1,451 CF (30:]5 Lps ( ) �_7 \ �/ x•,6^, -g / ,��-'0 i--4. -d -u,� - -- L 26.00 IMPERVIOUS AREA 10,189.4 SF x 2 INA12 IN/FT) x 1.0 = 1,702 CF 79 \ n 16 V \ \ ., eC .50 I TURF & LANDSCAPE AREA 21,967.4 SF x 2 IN/(12 IN/FT) x 0.3 = 1,101 CF `\-._ °(2 A5J '�,/ TOTAL VOLUME REQUIRED - 4,254 CF (r.tv} STORAGE PROVIDED 3 iJ1 1 1\I \ 1 AMENITIES r0J -3 \ 9. .\ 'No 2 1 1\\ \ 1 1 8UlIOINC P , )K \ - (7ej \ EAJ =el ` l� fi7$ 0 _. !) o ca-t N044W Eca-, (4) 12' DIA. x 12' EFFECTIVE DEPTH LEACHING POOLS \ OC 31.50 .."ta®. \ O GR 25.42 4 POOLS x 100.9 CF/FT x 12' EFFECTIVE DEPTH = 4.843 CF Z 1 11\ \ 1 I \ 2,296 SF ac t.DO - - , " ' " � \ .167a ce-4 / I 1 '33 IP-2o x TOTAL VOLUME PROVIDED = 4,843 CF C.31.00 x_25 LP-24 1P-19 I 17 2x.37 2538 C I I 2551 ECB-2 2x$.53 25.46 d \ \ 1 \ (2885 O �i x \ yi J U) t 09 GR 25.04 (D) 2415(26.11 (2ej _ - ' I x 3 Bm DRAINAGE AREA V = 8,087.9 SF DRAINAGE AREA V W E'- 1\ 1�\\ �I 1 o _' 3� -•\ r &) LP-zl �' - (� 1 D) (D) `26,u I I 3 (i)1q DIA. x 1C ED. N STORAGE REQUIRED IMPERVIOUS AREA 2,285.0 SF x 2 IN/(12 IN/FT) x 1.0 = 382 CF W �\ z9.aD) \ \ ,� \ (2e.50� AJ 1 6\ O EDSINC TREE TD BE REMOVED TURF & LANDSCAPE AREA 5,802.9 SF x 2 INA12 IN/FT) x 0.3 = 291 CF O a so. 6 1 111 ]z.oD) xs�t j ^d � (3v0o A01- . r � LP-m 1.x1 d 1 111\ 3z3a �_/ J\ / x 1 j \, '1 �/ G II i AND OmOSED W. (p) TOTAL VOLUME REQUIRED = 673 CF 1 UNIT'3W UNIT'lU UNIT 3A' 0y I UNIT Y8 1 I pl STORAGE PROVIDED1 32.fi5 111 i (32.00y 30.17 ./ \ \ 29.00) / 5.91 a 16.36 jIO ( ) / f I I 10' DIA. x 10' EFFECT POOL x 68.42 CF/FT 0x010' EFFECTIVE DEPTH = 684 CF TOTAL VOLUME PROVIDED = 684 CF \\ �1' /(za.50) !/ DING C-3 I 1 \I\ 74 1 .az.za ( 98UILpIG A-3 W\ �' 31cUlLDINC> 8� \A \ 1 O DRAINAGE AREA N = 83,3026 SF NBUILDINGA-4 1 3 UNl A'_- 30.18).. � N o oY $ UNIT'2A' , ` y I I STORAGE REQUIRED �p. 11 \ L k2fi.5D O 1 I ROOF AREA 17,561.0 SF x 2 INA12 IN/FT) x 1.0 = 2,950 CF IMPERVIOUS AREA 24,382.7 SF x 2 IN/(12 IN/FL) x 1.0 = 4,072 CF UNIT 38' I 1 3 TURF & LANDSCAPE AREA 41,258.9 SF x 2 INA12 IN/FT) x 0.3 = 2,068 CF 319032.5s > 1 \ o/ �` UNIT 3B' 23 '\ UNIT'IA' \ 1 ° TOTAL VOLUME REQUIRED = 9,090 CF BC 32.40 1 \111 \\ 1 ` \ �3NIYIT YA' (29A0 \ \1 \\1 1 tel'= /� 00 STORAGE PROVIDED 1 n 360. \ `1'271 I(] tP 26 x t x30m \ \\ \ II 1 ^ (8) 12' DIA. x 12' EFFECTIVE DEPTH LEACHING POOLS 00.1 � t 1- -- - - �-- � --- - -- - - -- - - 4-I 8 POOLS x 100.9 CF/Fix 12' EFFECTIVE DEPTH Bc 312.15) 1 1 Itl \ � - �- ---- -�) - - / -- --- - - ---T29,oz -- -- -- - 0 TOTAL VOLUME PROVIDED = 9,686 CF 1 111 I -- --_-- 7 \ -- \ -------- It 1 3 .2 -\ ``-- DRAINAGE AREA NI = 6,123.8 SF BC 3265 1 1 \1 I ��- I STORAGE REQUIRED \ 111\ > 616.5 ' P 31.85 P 29.00 , ��` "�O-Se-W----26 . \ I 1 1 \ GE, HAL i.INE 9 IMPERVIOUS AREA 2,327.0 SF x 2 INA12 IN/FT) x 1.0 = 389 CF X29 UP Hr FiORAGE o P 28.50 TURF & LANDSCAPE AREA 3,796.8 SF x 2 IN/(12 IN/FT) x 0.3 = 191 CF FIESIND BOAT 57gGFE 10 BE x29.22 11 \ 1w11 .P \ I DRAINAGE AREA IX \ GENERA(. LINE LCB-2 REMOVED AND ATEA TO BE 0 _t DRAINAGE AREA VII TOTAL VOLUME REOUIRED = 560 CF J 11 \ L (2)17 DIA x 12'ED. IP'S \ f BOATAREA GRACE REVEOETAIED. (IIP) 1 DRAINAGE AREA N (1)10'gAx10' F8N (a) t7 qA x17 ED. ws 11\I m 1 ] J A \ 31.23 30.41 STORAGE PROVIDED 3 2 I 111 / 1 1�E ®y 3209 \ (1) 10' DIA. x 10' EFFECTIVE DEPTH LEACHING POOLS k3`3"TS x N DRAINAGE AREA VIII 1 POOL x 68.42 CF/FT x IV EFFECTIVE DEPTH = 684 CF 1 111 (1)1U DIA.a 1V ED. LP TOTAL VOLUME PROVIDED = 684 CF III 0151NG WOW FRAAE ANO III N05 ,3 '50"W DEBRs Are 13151-M OF. 11 51.314%2.81 (71P) DRAINAGE AREA NII - 5,776.5 SF STORAGE REQUIRED U\\xDRAINAGE STRUCTURE TABLE IMPERVIOUS AREA 2,058.9 SF x 2 INA12 IN/FT) x 1.0 = 344 CF 30.20 33. S TURF & LANDSCAPE AREA 3,717.6 SF x 2 INA12 IN/FT) x 0.3 = 187 CF STRUCTURE TOP/GRATE INVERT STRUCTURE TOP/GRATE INVERT DOISSFAU AVENUE TOTAL VOLUME REQUIRED = 531 CF LP-1 29.00 2262 LP-24 29,00 22.12 (TOWN OF SOMfOLD - 661 WIDE) STORAGE PROVIDED 5 29.43 21.96 (1) 10' DIA. x 10' EFFECTIVE DEPTH LEACHING POOLS LP-2 31.25 21.92 LP-231.00 21.00 1 POOL x 68.42 CF/FT x 10' EFFECTIVE DEPTH = 684 CF LP-3 30.30 21.44 LP-25 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 OMH-i 27.67 21.65 DRAINAGE AREA IX = 14,0027 SF LP-7 28.20 20.27 STORAGE REQUIRED LP-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 CF IMPERVIOUS AREA 1.401.0 SF x 2 INA12 IN/FT) x 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 CF TOTAL VOLUME REQUIRED = 1.551 CF CAUTION TO CONTRACTOR LP-11 26.20 20.83 DB-4 24.75 20.75 LP-12 29.00 23.82 CB-5 27.75 23.75 1. ALL THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION ANDD O 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 VAIN UIIUTIES AS SHOWN ON THESE PLANS IS BASED ON POLYETHYLENE PIPE (HDPE) PITCHED AT 1.0R MINIMUM. (2) 12' DIA. x 12' EFFECTIVE DEPTH LEACHING POOLS LP-14 27.80 21.23 CB-7 28.00 24.00 RECORDS EN THE VARIOUS UTILITY COMPANIES AND WHERE POSSIBLE, 2 POOLS x 100.9 CF/TO z 12' EFFECTIVE DEPTH = 2,421 CF MEASUREMENTS TAKEN IN 'IEE FIELD. THE INFORMATION IS NOT HE A RELIED ON LP-15 25.00 20.92 CB-8 28.00 24.00 2. ALL DRAINAGE PIPE SHALL HAVE 2'-0" MINIMUM COVER. TOTAL VOLUME PROVIOEQ.,. ='2;42{"CF' AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE APPROPRIATE LP-16 25.50 20.04 CB-9 27.00 23.00 RESPONSIBILITY COMPANY AT LEAST 48 HOURS BEFORE ANY EXCAVATION. IT IS THE 3. THERE MUST EVE A 10'OR MINIMUM SEPARATION BETWEEN ANY " -•' "' ` RESPONSIBILITY OF THE CONTRACTOR E RELOCATE ALL E7457MG UTILITIES WHICH LP-17 25.20 20.38 CB-,O 24.35 21.05 LEACHING POOL (STORM OR SANITARY) AND THE WATER MAIN. CONVICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. Lp_tg 27,25 20.59 _ ----" LP-19 27.00 20.75 LCB-1 28.00 21.18 LCB-2 30.40 - 4. ALL ROOF DRAINS SHALL BE e" DIAMETER PVC (SDR-35) AT LP-20 27.00 1.0% UNLESS iOTHERWISE SPECIFIED. LP-2128.0025 20.45 21.09 LCB-3 27.30 LP-22 28. THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN LP-23 28.00 2061 M . INTO, LS DATED FEBRUARY 15, 2006 1. MEN &G SOUTHWOLD MANOR GRADING AND DRAINAGE ■ RMS ENGINEERING �� I SITUATED AT PLAN _ " I, + APPLICANT: EAST END RESOURCES, LLC OWNER:: ALBERT 3 RITA COHEN ■ ■ ■ Robinson, Muller OI. Schiavone Engineers, PC A O4']G 1 s'\ SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 801 56666 MAIN ROAD 9FFss1oNNT-F� GARDEN CITY, NY 11650 SOUTHOLD, NY 11971 DWN. BY: CHWD. BY: SCALE: SHEET: z. 10.17.06 GENERAL REVISION MKA cdsTOWN OF SOUTHOLD, SUFFOLK (COUNTY, NEW YORK MKA GJS 1" a 40' ,. 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.:SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 SP - 5 NO. DATE REVISION DESCRIPTION BY CWD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 70387 07.10.08 07.20.08 2005-195 SANITARY CALCULATIONS ALLOWABLE FLOW GROUNDWATER MANAGEMENT ZONE IV = 600 GPD/Ac, ALLOWABLE OW = 600 GPD/Ac. x 6.75 Ac. = 4,050.0 GPD S.GT.M. NO. 1000-53-03-16 ACTUAL DENSITY LAND NOW OR FORMERLY OF SCT.M. NO. 1000-63-03-17,2 VALERIE M. SCOPAZ AFFORDABLE HOUSING BLDG 3 UNITS x 150 GPD/UNIT = 450 GPD LAND NOW OR FORMERLY OF ADDRESS: 56755 ROUTE 25 BUILDING A-1 3 UNITS x 150 GPD/UNIT - 450 GPD S.c.T.M. NO. 1000-63-03-17.4 ANTHONY ZUSTOMCH SOUTHOLD, NY 11971 BUILDING C-1 3 UNITS x 150 GPD/UNIT = 450 GPD ADDRESS: 56615 ROUTE 25 LAND NOW OR FORMERLY OF SOUTHOLD, NY 11971 ZONE: HB BUILDING A-2 3 UNITS x 150 GPD/UNIT - 450 GPD VINCENT p0 k ANA DOLOMITE USE- SFR BUILDING 0-2 3 UNITS x 150 GPD/UNIT = 450 GPD ADDRESS: 5D, N ROUTE 25 ZONE: RED 5.0.LM. NO. 1000-63-03-17.3 SOUTHOLD, NY 11971 USE SFR i I A-3 3 UNITS x 150 GPD/UNIT = 450 GPD LAND NOW OR FORMERLY OF ZONE R80 -1 (J)1' IC WATER SERI BUILDING B-1 3 UNITS x 150 GPD/UNIT 450 GPD ANTHONY 15 ROUTE NE USE: SFR CB-9 �" " 1 ppyppp WAS g� (1) p BUILDING A-4 3 UNITS x 150 GPD/UNIT = 450 GPD ADDRESS: 56815 ROUTE 25 1 PER UNR, (TR) - BUILDING C-3 3 UNITS x.150 GPD/UNIT = 450 GPD SOUTHOLD. NY 11971 (3)1-DIL K-CDPPER (J) 1'nA K-00PPFR Lc6-a 310.00' w AMENITIES BUILDING 2,246 SF x 0.03 GPD/SF = 68 GPD ZONE: R80 (3)1' dA K-COPPPl1 - _ DDEFEEIIC WA1R 9:RMOIA (1) DMIE911C WATER SER ICER (1) CONLRM 1 S07*44'4.0"E _ ¢ ACTUAL DENSITY = 4,118 GPD USE: SFR pp�S,Ip WATERmt' e\ - PER UNIT. (TN) PER UNIT. (TVP) MONUMFIrt s ACTUAL DENSITY (4,118 GPD) > ALLOWABLE DENSITY (4,050 GPD)+ o a 622.78' -OWNER SHALL TRANSFER/AQUIRE SANITARY DENSITY CREDITS 50736'10"E \ 7.s 67 NECESSARY. THE 68 GPD OF ADDITIONAL DENSITY AS 7.o --- ------ -------- - ----- p� --------------- ECG-+ TO ACCOMODATE ---- - - - W-13 --.-- --- - _--- - 2 I --.-,- --------- r ------ - .FppWE MSM' +1 LO ALL #1 AFFORDABLE HOUSING BLDG --- ____ - --- - 15 1s• F ST-1 W p DESIGN OW 23 O SANITARY: 3 UNITS x 150 GPD/UNIT = 450 GPD ST- AFFOR U1 \ \ J ) (INV. RD)DABff NOUSIN68/Il6 _ TOTAL DESIGN FLOW = 450 GPD 3 UNIT'3B 6• R' A J \ SMH-fi NNIr'IA' 6NH-3 SI_2 UNIT'IA' q b UNIT 38' _7 L51 WH-2 LP-14I 3UNlTS O NO SEPTIC TANK DESIGN 1 \ 10 15' LP-A 20' (,Li (3) 1'DIA, K-COPPER REQUIRED: 450 GPD x 2 DAYS = 900 GAL \ o URN 26.M) INV 24.50) rSJ UILDING A-f SLP-2 SLP-1 '` n7D N DOMEVW WATR SRVICE5, (1) PROVIDED: (1) 8' DIA. x 4' LIQUID DEPTH TANK = 1,200 GAL \ \ 9' BUILDING C-1 t2' oW 24.60) r�3t. f 1 PER UNE.(11P) \ n IW 23.65) y 1 o UN150) O 13' �_/ Iy CERN:AND SANITARY LEACHINGPOO DESIGN 1 BUILDING fi- `- .l J 0 sLP 4 1 tP-s (IW 24.50) �� REQUIRED: 900 GAL 1.5 GPO SF BUILDINGA-Z � UNIr2a' � � 6' rSJ ,I EGD-3 q AIRHONE \ SLP_8 iL SlP_5 UNIT'2A' 69' € - III �'. LOCATIONS (TTP) 600 SF 31.4 SF/FT) \ UNIT'2B' SB-8 AES' L cR 2sa1 O ( / ) = 600 SF \ \ PoOL �_/ OW zs.as) W 2a.5D ` MIII 42 116' h l)'& 1 T o^ I UNIT'3A' A' S PROVIDED: /( - 182 FT IP- s (0 Lp (2) 10' DIA. x 10' EFFECTIVE DEPTH SLP'S \ ` 56-6 11I' V Ce-2 VAULTPROPOSEDAN DT 2011 METER PROPOSED HYDRANT. \ W 26.A5) 9l�61L/3 95' -i (IW 24.50) VAULT AND 8YPA58 PIPING AS ( ) \ 1 6' PER SCWA STANDARDS(TW) UNIT'IB sMH-1 \ va•� 115' � O (1W 7.4 s0 s ' 11 _ Sax OUTFALL # - BUILDING "A-1- AND BUILDING "B-1" UNIT'SA' O J .-_====-e_=_�=-(ML)--=SaS;S:a2_e_ i. _ _ TRACiat 91w.COOxpNATE a TEIDPNOME/CAELE GAS, AND DESIGN FLOW i)Y DAT N-COPPER O UNIT (W 2685) :!, �/ SMH-4 III \\T31 -,Clo / -(MU ammo SETINCE CaaEEDONS SANITARY: 6 UNITS x 150 GPD/UNIT = 900 GPD OOM c WAIT SRMCE 1 TIL m tel' (eYM) (TRIP) . il` l ' D (INV 26.35) RLI p\ DIREDTLY M UTILITY COMPANY. \ suH-6 `�Al �'rL? SNH-5 _6 _ LP_tt ul l o• (TR) TOTAL DESIGN FLOW = 900 GPD r L -2 AYJ OJo pe==o /i/ _P 1P-10 p1 % 1. o aA 0 ' 4� 11 I,1 -- -- - - --- --- e PADPOSFD 6'WATT MAIN TO SEPTIC TANK DESIGN Z 1 LP-4 III ��J (D)7 (0)103' '" WATER (o) (D) s4 Y�V �g%� L----- --- _-- , MAIN ASS PER SCCWA 70 STAANDARD& REQUIRED: 90 GPD x 2 DAYS = 1,800 GAL 5All 72�JVjii c6-a 1 may' �� LP.13 --- - (TYP) PROVIDED: 1 10' DIA. x 4' LIQUID DEPTH TANK = 2,000 GAL \ 2 STORY 48' (D) a 16' 16 PRDFM Y GRE VALVES. sA \ \ ES r% -s � -�I =___ -_ ice ' (TW) SANITARY LEACHING POO DESIGN e--==.(UIR)D=a==____________=_==e..=_(1mU===_ - REQUIRED: 900 GAL 1.5 GPD/SFJ = 600 SF c Z \ 1 _ - R ===_' i 0 176. 0 . -t N044 ' 0 W ECD-1 /( 2,2465E (ewu) (wu) e'WM 31 4 SF/FT) d 1 SB-3 (2b5) __ W UP-2 DMH-1 III ( ) (W71) 0 23.42 PROVIDED. = 19.2 FT +� _ ===111 LP-25 III LP-20 LP-19 CD-4 10 I M ' OR A O 0' DIA. x 1EFECTIVE DEPTH SIP'S \ (INV 29.00 .r� III 600 \ \ 10 \�B=e (WN) s �` III 1B (U - 19 J 0i aDa'ED COMA 2 1 p�9 PWOP®TEIII+HONE/GBUE, GRE2sD4 (056' 4T(D) II 43' t6• 16 /i CTPoC SEANCE lDGA71WS - O 0 (D) /i � I .-- n m (T W - - MIR411 / OUTFALL $3 BUILDING "A 2" AND BUILDING "B LAT n \ \ ( �1 1;1Y SNx-e Iii -(UDL)a=c' V�` SM - tP-16 /i} I PROPOSED 7FLEPHaFJCARE, CAS, / s DESIGN FLOW //i L� sMH-ts AA9 EECIPD SILNOE LDGiDHs / SANITARY: 6 UNITS x 150 GPD/UNIT = 900 GPD d \ B-4 OW 20.00) s r O ))) Rt 'I 7 , , S.c.LM. NO. 1000-63-0o-14 / I TOTAL DESIGN FLOW = 900 GPD 1 S -7 \ •qJ` (RN 27.00) (INV 25.00) i S (INV 24.50) AND NOW GEN h ON FORM O LY O 1 UNIT 3A' I u7 I PTITANK DESIGN \ VNIT'(H' O UNIT 3A' 108' M„cmi +„ VNIT'IB ADDRESS: 56475 ROUTE 25 -- 1 1T5' ( oopp11 SOUTHOLD, NY 11971 1 REWIRED: 900 GPD x 2 DAYS 1,800 GAL \ \ $B-1 10fi. (FT -E ZONE: HB \ PROVIDED: (1) 10' DIA. x 4' LIQUID DEPTH TANK = 2,000 GAL 64'� USE BUSINESS ns' \ 1\ (IMV 26.00) OW 27.00) 4 SUP-10 SANITARY LEACHING POO DESIGNI N sP 9 UILDING 8-1 (IW REQUIRED: 900 GAL/(1.5 GPD/SF) = S FUILDING A-3 BUIDING C-3 SF (31.4 SF FT) = 19.2 FT UNIT7A' UNIT88UlDlNGA4 OW UNIT 12? PROVIDED: (2) 10' DIA. x 10' EFFECTIVE DEPT H SP'S SOL BNN OyP) UNIT 2A' WI ed (IW 27.00 B-1 0 to (3),'00. K-COPPER (LW 7.4.00) ` 'P- .. 16• (1W 25.aD) 16, 1p• SMH-15 SB-14 i I 0) DMIERIC PER Uimr. (� SERN0S (1) / \ IP_27 16• H_ 12' 13 SMH-11 UN/TSB LP-za o sux-t4 UNIT3B' 3 / OUTFALL a - AMENITIES BUILDING DIA.K-COPLAFA \ 1 c 16 ( SANITARY: 2,246 SF x 0.03 GPD/SF = 68 GPO Doe,'nc YOUR PER: \ UNI �S UNIi'IA' -s / DESIGN OW PER IA4T.(IYP) \ 1 I O LAND NOW R FORMERLY O3 E -5 I I Do LAND NOW OR FORMERLY OF / 1 pp JANET L RYAN TOTAL DESIGN FLOW = 68 GPD \ v IP-26 I L0 ADDRESS: LD, N ROUTE 25 / • SOUTHOLD, NY 11971 \ ✓i -- -- ---- - - ---- - - --- --- ----- - ---- -- --- - -- ------- -- ----� ZONE: SEPTI TANK D I 1 ---- I USE: FR : S REQUIRED: 68 GPD x 2 DAYS = 136 GAL MINIMIUM 900 GAL) --------- - - -- - - ------ - -- -------- _ -- --- - I PROVIDED: 1 B' DIA. x 4' LIQUID DEPTH TANK = 1,200 GAL 2 I \/ / ------ -- I ,� �8 SANITARY LEACHING POOL DESIGN 1 REQUIRED: 90 GAL/1.5 GPD/SF) = 60 SF (MIN. 300 SF) 1 616.57 1 N05'30'50"W \ 300 SF/ 31.4 SF,(FT) 9.6 FT GET HALL S' ') N \ \ 1 N( OFD i STaRACE�_-' PROVIDED: (1) 10' DIA. x 10 EFFECTIVE DEPTH SLP \ 1 (3)1'aA K-GVPPPR SREA O ( GENERAL LINE LCB-2 DmismiG WATT g11mm (1) _ I'DC - 0 \ \ \\ OF BOATIRGTGRFGE PEA UNIT. (TTP) S.C.T.M. NO. 1000-63-03-12 m LAND NOW OR FORMERLY OF M OUTFALL #5 - BUILDING "A-3" AND BUILDING -B 3" - N S.C.T.M. NO 1000-53-03-28.1 RUES REALTY HOLDING LLC ADDRESS: 56275 ROOM 25 DESIGN FLOW LAND NOW OR FORMERLY OF CHARLES W. WITD(E SOUIHO SANITARY: 6 UNITS x 15D GPD UNIT = 900 GPD N NY 11971 I ADDRESS 56215 ROUTE 25 ZONE: HE / USE AUTO REPAIR 1 spuTHOLD, Nr 11sn TOTAL DESIGN FLOW = 900 GPD oZONE: HB USE STORAGE \\ SEPTIC TANK DESIGN N05'30'50"W REQUIRED: 900 GPD x 2 DAYS = 1,800 GAL 51.34' \ PROVIDED: (1) 10' DIA. x 4' LIQUID DEPTH TANK = 2,000 GAL E \ SANITARY LEACHING POOL DESIGN 8015SEAU AVENUE REQUIRED: 900 GAL/(1.5 GPD/SF) 1 600 TSF SANITARY STRUCTURE TABLE PROVIDED: (2) 10' D600 IA7. x510/EFFECTIVE DEP9.2 TH SIP'S (TOWN OF SOUTNOM - 66' WIDE) STRUCTURE TOP INVERT SMUC7URIE TOP INVERT STRUCTURE TOP INVERT C OUTFALL /,(6 - BUILDING "A-4" AND BUI DIN "B 4" 15 ST-1 25.03 IN 21.54, WT 21.04 SMH-5 30.00 _26.00 SMH-9 31.50 26.12 DESIGN OW o SMH-6 30.25 23.78 SMH-10 31.50 23.86 SANITARY: 6 UNITS x 150 GPD/UNIT = 900 GPD d SLP-1 25.28 20.98 "' SMH-7 30.20 23.68 ik SMH-11 30.95 23.88 TOTAL DESIGN FLOW = 900 GPD " SLP-2 24.80 20.96 SMH-8 30.85 25.98 SMH-12 30.00 26.00 _ < < SEPTIC TANK DESIGN SMH-1 28.25 24.51 ST-3 30.09 IN 23.48, OUT 22.95 ST-5 30.05 IN 23.62, OUT 23.12 NODS:_ REQUIRED: 900 GPD x 2_DAYS = 1,800 GAL E SMH-2 28.45 22.19 1. ALL PIPING BETWEEN SANITARY STRUCTURES UP TO THE SEPTIC TANK SHALL PROVIDED: (1) 10' DIA. x 4' LIQUID DEPTH TANK = 2,000 GAL N� SMH-3 28.50 2235 SLP-5 30.25 2290 SLP-830.85 23.04 BE 6- DIAMETER PVC (DR-18) WITH A MINIMUM 2.0% SLOPE. SMH-4 28.25 24.25 SLP-6 30.55 2290 SLP-9 30.85 23.04 SANITARY LEACHINGPOO DESIGN y 2. ALL PIPING BETWEEN SANITARY STRUCTURES AFTER 'THE SEPTIC TANK SHALL REQUIRED: 900 GAL/(1.5 GPD/SF) = 600 SF m < BE 6" DIAMETER PVC (DR-18) WITH A MINIMUM 1.0% SLOPE. 600 SF/(31.4 SF/FT) = 19.2 FT ST-2 28.25 IN 21.95, OUT 21.45 ' ST-4 3250 IN 28.80, OUT 28.30 SMH-13 28.50 23.98 PROVIDED: (2) 10' DIA. x 10' EFFECTIVE DEPTH SLP'S T SMH-14 28.75 21.82 3. ALL PIPING FOR HOUSE CONNECTIONS SHALL BE 4" DIAMETER (DR-18) WITH A ' S -3 27.80 21.37 � SLP-7 31.92 2& MINIMUM 2.0% SLOPE. 22 � SMH-15 28.50 21.70 ' U lP SIP-4 28.05 21.37 $MH-16 26,00 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 COWER. 6. THERE MUST BE A 10' MINIMUM SEPARATION BETWEEN ANY LEACHING POOL SLP-10 28.00 20.92 OC' SLP-11 28,00 20.92 _ -- 9 (STORM OR SANITARY) AND THE WATER MAIN. i v 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 M E SOUTHWOLD MANOR UTILITY PLAN AT RMS ENGINEERINGSITUATED NNE APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT Q RITA COHEN Robinson, Muller & Schiavone Engineers, PC T'�9 ° 3367 �_�� SOUTHOLD 886 OLD COUNTRY ROAD, SUITE 801 58865 MAIN ROAD a �S.SSIODIA-r`C GARDEN CITY, NY 11580 SOUTHOLD, NY 11971 DWN. BY: CHK-D. BY: SCALE: SHEET: z. 0.,7.00 GENERAL REVISION MKA cJs TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 1" 40' E 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 DESORPTION BY OND Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 70397 SCTM: DISTRICT 1000, SECTION 163, BLOCK 3, LOT 15 SP - 6 07.10.0807.20.08 2005-186 S.C.T.M. NM 1000-63-03-16 LAND NOW OR FORMERLY OF SC.T.M. N0. 1DOD-63-03-17.2 VALERIE M. SCDPAZ LAND NOW OR FORMERLY OF ADDRESS: 56755 ROUTE 25 S.C.TM. NO. 10013-63-03-17.4 ANTHONY ZUSTOMCH SOUINOD, NY 11971 LANE NOW OR FORMERLY OF ADDRESS 66615 ROUTE 25 ZONE HB VINCENT DOLOATE s LLEANA DOLOMITE r SOUMOD. NY 11971 Q USE. gp ADDRESS! 56661 ROUTE 25 ZONE REO IR S.GT.M. NO, 1000 63-03-17.3 SOUTHOLD. NY 11971 Ug' SET LAND NOW O?FOtMERLY OF ZONE R50 f —w-1 ANTHONY FOGIONE USE SFR rw 1 e ADDRESS, LD. N ROUTE 25 DESTINE NATIVE TREES LOCATED WMN I e 36 o n nmq. ,ww 310.00' sou o IND THE PROPERTY F of wFFEEN ATRANCRE& (TTTEDTP) E 507'44'40"E \FR 622.78' ` r—N„ — — — — --- -- — — ---- -- - — — I — — ———— PROPOSED FRONT rMa ME—_. ----------------- o p Ir&U1 SEDT,=3 IFT93NowED UNIT 3B AWORDABLE HOUSING BLDG p \ UNIT'IA' HYI TURBED AR „oM- AO BRIT YA' HYDROSS® 'A" ALL DISTURBED AREAS 3 UNITS Sc AD _ C BHIT'3B' ALL DISTURBED AREAS 1 1 AMR EA HDIMMED � � DING A-f N ALL DISTURBED AREAS Q° C019MED FDRCII \ \\ � TRE my BUILDING C-f UNIT 7A' o ," ,) L, EW31Ne SRRET ES TO 1 Q 1 BUILDING C- 8UlLDl'2A' uNlr'zB c 1 Lu 1 UNIT 1B uN�rzA UNIT'3A' - DA zs w POOL wuur 1 1 p UNITYB DA 1 1 p UNIT'lB AR UNIT'3A' O + \\ DA cro Z a 1 . OA DA OA ,_..:i _—_---- --_- -- 16 — 1 STORY N 1 1 AMENITIES c 1 \ Z246ST x AR o0 178. ' 0 W N04'4 d 1 � + 1 _ :_ . AN THE DA NATIVE O D 1 1\ AR AR `�....,-� R DP OA + DA ,•.. I I O 6 LOCATPROPEETY TI BE 1 .OA TIMNSPIAM TO 70 ! I I 3 TUBER MFA. (TO Ir WIDE I O O 1 w d 1 1\ + SFT.M. 110. 1000-03-0.1-14 � LAND NOW OR FORMERLY OF FUGFN t MR?EMA TOAASTC 1 ` I I to ADDRESSES 56475 ROUTE zs PLANTING SCHEDULE (SITE LANDSCAPING) 1 1 O UNIT'3A' UN1T'lB O UNIT 3A' UNITYB I I 00 SOUTHOLD. NY 11971 1 \\ 1 I U�ZONE' SIM. OVA BOTANICAL NAME C UOJ NAME 512E/SP. 1 \ I UILDING B-f 1 11 BUILDING A-3�s BUILDING C-3 � I � M 7 ACER RUBRUM RED MAPLE 2.5-3' CAL - AS SHORN \ UNIT'2B BUILDING A-4 I I OA 14 QUERCUS ALBA WHITE OPK 25-3' CPL - AS SHOWN UNIT'7A' HYOROSEID AR UNIT'2A, UNIT 1B' I I _O JV 20 JUNIPERUS NRONIANA E REO CEDAR 5-6' HL - 4' O.C. \ ALL DISTURBED AREAS I i Ip °OSIETED WEBER NATIVE PROP' ERTY TO BE TRANSPLANTED TO 15 ME 1 20 Jv QFa• BUFFER ARE&("P) \ 1 UNIT'3B UNIT3B I I 3 BNIT'IA' UNIT'lA' I I O S.GT.M. NO. 1000-63-03-13 TOSRRELANT HARDCFESWYEMI% a 170 LB/ACRE) -" HDISTURBED ISTUREDBEO MAREASI LAND NOW OR FORMERLY OF 206 JAMESTOWN II CHENNIGS FESCUE \ 1, HYDROSEED 'A" JANET L RYAN ALL DISTURBED MEA I O ADDRESS 511355 ROUTE 25 LANDSCAPE SORE EVERGREEN P" '"W N SWIHONE NY 11971 IAFORL4'E Y7✓FF70N0. (TV) 1 ———————————————J ZONE-. HB / 1. ALL PLANT MATERIAL GUARANTEED FOR A PERIOD OF ONE YEAR FOLLOWMNG ACCEPTANCE BY OWNER. \ ��--------- _- - - - — - - -------� ------- -_— _ — — I Op USE STIR __ — — ——__ _ —_ — —————— J V7 2. ALL PLANTING BEDS TO BE MULCHED WITH 4" OF SHREDDED BARK. 3. ALL PLANTING BEDS TO RECEIVE 4" OF SCREENED TOPSOIL PRIOR TO PLANT INSTALLATION. A. 1 (7.1(7•.57' A 4. NO PLANT MATERIAL, EXCEPT LAWN OR GROUND COVER, IS TO BE LOCATED WITHIN 2' OF ANY PARKING N05'30'50"W LOT CURBS. N \ \ �1 I 5. LANDSCAPING SHALL BE PLANTED AND MAINTAINED IN COMPLIANCE WITH THE TOWN OF SOUTHOLD 1 \ -. I SUBDIVISION REGULATION AND SITE IMPROVEMENT SPECIFICATIONS AND ADDENDA. 13 1 1J PROPOSED 15 WOE BUFFER EM 0 NATIVE PRESS LOCATED W RIN SC.TM. N0. 1000-63-03-12 6. THERE SHALL BE NO PLANT SUBSTITUTIONS UNLESS AUTHORIZED BY STAFF OF THE SOUTHOLD PLANNING 1 \ D AREA (TYP) THE PROPERTY TO BE 11MNSPLAMIFD TO LAND NOW OR FORMERLY OF M DEPARTMENT. 15 WDE BUFFER MEA (TYP) PIECES REALTY HODINO LLC Os $LATIN N0. 1000-53-03-2F ADDRESS 55275 ROUTE 15 OIC FORMERLY OF SOUIHO I, NY 1fY]i 1 7. ALL DECIDUOUS TREES TO BE SECURED Wlhl TWO 3" DIA. CEDAR STAKES, 180 DEGREES APART. ADORES@ 56215 RW7E 25 ZONE HB REM 56. Nr 119T USE: AUTO REPAIR I S. ALL ROPES AND WIRES SURROUNDING ROOT BALL TO BE REMOVED PRIOR TO BACKFILLING OF TREE HE PITS/TREE TRUNK WRAP TO BE REMOVED, N05'30'50"W USE:- STORAGE \\ 9. NO TREES TO BE LOCATED WITHIN 10' OF DRYWELLS, WALLS, OR PIPING AND DRAINAGE STRUCTURES AS 51.34' PER TOWN OF SOUTHOLD STANDARDS. 10. ALL PROPOSED STREET TREES TO BE LIMBED 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. 80/5SFAU AVENUF 12.EXISTING CEDAR TREES TO BE TRANSPLANTED ALONG THE PERIMETER OF THE PROPERTY. (TOWN OF SOLMID - 66' WID0 ■ ■ ■ G'AAE SOUTHWOLD MANOR ■ ■ �y�a4 .A ° � LANDSCAPE PLAN SITUATED AT RMS ENGINEERING MEN /� APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN Robinson, Muller & Schiavone Engineers, PC �4a SOUTHOLD 686 OLD COUNTRY ROAD, SUITE 801 56656 MAIN ROAD OF N GARDEN CITY, NY 11530 1 SOUTHOLD, NY 11871 1.1" DWN. BY: CHK'D. BY: SCALE: SHEET: GENERAL REVISION MKA cis TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 1" a 40' ,. oR.z9.OB REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Richard B. Ignatow, RLA DATE: DATE: JOB No.: SP-7 No. DATE REVISION DESCRIPTION BY CIeD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 767 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 �! rim--'--�-- IRRIGATION SCHEDULE ZONE qUA. HEAD TYPE GPM TOTAL SC.TM. N0. 1000-83-03-f6 1 20 PRO 8000 HEADS 2.5 50 LAND NOW OR FORMERLY OF 2 20 PRO 6000 HEADS 2.5 50 SLAND N0. 1000-53-03-17.2 VALERIE M. SCOPA2 LAND NOW OR FORMERLY OF �npp ADDRESS W755 ROUTE 25 3 20 PRO 6000 HEADS 2.5 50 LAND N0. 1000-83-03-1 F ANTHONY ZI5 O UTE $ SOIITHGLD, NY 11971 ADDRESS 58815 ROUTE 25 X 4 20 PRO 6000 HEADS 2.5 50 LANG NOW OR FORMERLY OF ZONE MB VINCENT DOLOMITE E k ILROO DOLWDE SWTHOUD.NM NY 11971 USE: SFR 5 20 PRO 6000 HEADS 2.5 50 S.REM. N0. 1000-63-03-17.3 A BOUT LD. M RWIE 25 ZONE R80 SOInFNRD NY 11971 USE SFR 6 20 PRO 6000 HEADS 2.5 50 LAND NOW OR FORMERLY OF U 9R 7 21 PRO 6000 HEADS 2.5 52.5 ANTHWY NRMWE g B 20 PRO 60DO HEADS 2.5 50 ADDRESS: 5D. N ROUTE 25 ° eetlge mn SOUTHOLD. NY HB71 36 - oak 310.0' it 9 13 IPRO 6000 HEADS 2.5 32.5 ZONERED FR sR ° USE. ° � S0T44'40"E \ Be 622.78' ° S07'38'10"E 5 AL ------- w ---- --�-- 2qJ 2 t , --3A7 - _ " ' -- 'o 3m ---- - --- - - -- - g--__t- _ 1AJ -- ---- ]Af 30 ]0 3� _ -.- - -- -- - ___ fT RI - -- - --- iAAM[ -- ----- --- - --- 4D 4 4 - - ----- MRALE :• � ° 50-----5�---------- ———— — — �„ 2 � .. .. . . :�° �, °, w A IRRIGATION KEY 5 NELSON PRO 6000 SERIES GEAR DRIVE SPRINKLER - 2.5 GPM/36' O.C. N O ' 3 0 RICHDEL MODEL 217 2" SOLENOID VALVE IN AMATE% FIBERGLASS BOX VI \1 \ UNIT'3B � � tN AFFORDABLE HOUSING BLDG hl �@ ' 1 o AREA � 4 4� UNIT'3B 4 3m 3� 3� _ 3UNITS 1 0 888 1 ZONE HYDROSAVER PROLINE CONTROLLER j R 0 UNIT'IA' , z NiU .wk q b 1\ "��" '° � UILDING A-f H 0 aQERm PDRDN N \ 5� BUILDING G1 20 UNIQ 1 ,+ 10 ` y, 00 2" FEBCO MODEL 805Y BACKFLOW PREVENTER DOUBLE CHECK VALVE 1 \\ 5� BUILDING C- 40 BUILDING A-2 UNITZB 2- 2yJ Im 4" DIAMETER SCHEDULE 40 PVC SLEEVE 1\ 1 40 UNIT'1B 4 UNI —— _ ___ UNI - - - I y E7 - 2" DIAMETER SCHEDULE 40 PVC WATER MAIN \ \\ POOL 4 2 y ' � � 1y Ig 2 WO�� Z o3 ZONE DESIGNATION 10 1 4� v1 0 UNI 20 20 2 , 15 \ UNIi'IB 4 .111, IN p30 30 O - III \ 5A' S 4� 4�/ 4p �cf1 3fJ 20 m 2pj 20 -- _=- _- 6_ :.: 6j1 I :e yJ' FINISHED CRAG :. 4 __ n Do \I � � \ 4Af .,.a.• 4 - �3 - -94-L 3°- - ] - - - - - _L � . ....T .�L_ -� -- _ - - _- _ 15_WkN { VALINE BO%E S -1 1 2STORY 5H 40 4O 9 2 2 2 _ __ ° AIN UNE `3" LATER 3/4' c 1 1 2,x46/ST CRUSHED x a 178. 0 .—ZI. N04'4 ' 0 00 CRUSHED ROCK o 1 1\ :_,.. _ /� r j o �/i ELECTRIC VALVE ASSEMBLY 3y \ 1 6 5 91d - - - RL— - - Sd— - _ - �• . . - �_- f4_ - -D 6 1 I Fffi- 1 9 5 8 5 7 ( 7 7 fi 10 0 B W 1"' 1 5� ' 7 70 6� 6 1 3 TEMPORARY RISER AND CAP w a 5 \ 5Af I/ 1 I A // SOLVENT WELD CAP TO RISER CI O d \ g FINISHED GRADE W \ SAND NO. 1000-53-03-1F 24' PAVEMENT 1 5 5 B O B TR 0 fim 6 a 1 1 EEUUm"�MIREFORLLAAMTD°°M�a / z 1 1 p UNIT'3A' 9 ��>D UNIT'IB' 7�p UNIT'3A' 7� ' UNIT'1B' I I ADDRESS: 55Q5 ROUTE 25 I DO SOUTH=. NY 11871 1 \ 5 so I Aft In ZONE HB 1 �\ O / 7016 USE BUSINESS \ 18FOR NON-PRESSURIZED 1 \ 9 9 701 1 11 V 1 AS PEORFOR ED MAINLINE 1 0 UILDING B-f 80 7O D BUILDING C-3 I 90' ELL (TYp,)LEE \ \\ ec BUILDING A-3 5 so/ UNizB BUILDING A-4 70 UNIT 1B I I O SPRINKLER HEAD fi 9 \ uNir'za' fim 15�1 10 SLEEVE INSTALLATION DETAIL I FINISHED GRADE 1 9D ' 4g 7A1 2k I I Iys O SWING JOINT 0R 5\ 1 - U1111 TA' S0 UNIT 3B 80 so 70 UNIT'IA' 9 UNIT'8B' I I i3 FUNNY PIPE \ \ 0 50 60 I I o 5.0.T.M. NO. 1000-53-03-13 / \ 9 ------ I I 00 LAND NOW OR FORMERLY OF 1 1 W JANET 3 RYAN LATERAL UNE TO BE 1 R� 6 SADDRWTHOLD, NY 1155 971 25 5 -J 6 I 1� ZONE NO CURRIED WTi�N 24" OF CONCRETE CURB OR WAIN _-__- - - - ----- ----- - - --- ------ - SR 80 ve ---' -- --e ----s� —Sg— 5 - --��----- --5�- - ------ -'----- -- —5� ----fiy�— 6o J � usE �R I IRRIGATION HEAD AT CURB OR WALK 2 11 1� / '-�^+-..,.•„- 20' M%AMORE Y 1 616.57' N05'30'50"W I J RADE N \ 1 ,p s 1 N 1 1/2' STREET ELL 0 \ 1 N LAND . N0. R FORMERLY O2 M PVC TIE SPRAY VC TEE AO LAND NOW LT FORMERLY OF PDDREILLES I 002 5 ROUTLDING LLC Si N0. 1000-53-03-25.1 NOW OR FORMERLY OF ADDRESS: 55275 ROUTE 25 � PVC LATERAL UNE lANOCHARLES M „T� SGUTHOLD, NY 119T I AODRE"�4 W215 ROUTE 25 USE:ZONE. H��fi 1 1/2" STREET ELL SOUTHOLD, NY 11971 N05'30'50"W USE. ST "oRAAGE \\ 6' POP-UP SPRAY HEAD DETAIL 51.34' 80ISSFAU AVENUE \ FUNNY PIPE (TOWN OF SOUTHOLD - 66' WIDE) 1/2" STREET ELL 1/2" PVC RISER IRAL BARB FITTINGS LENGTH AS REWIRED PVC WE PVC TEE PVC LATERAL PVC LATERAL LINE UNE PVC SWING JOINT FLEX PIPE SONG JOINT HEAD TO LATERAL PIPE CONNECTIONS IRRIGATION SYSTEM NOTES 1. ZONE LINES TO BE POLYETHYLENE 100 IRS. VACUUM SEALED WITH UNDERGROUND WIRING 14/1 UF 1 2. CONTRACTOR RESPONSIBLETIONS FOR OBTAINING ALL REWIREQ IN PERMITS AND INSPECTIONS 3. HEAD AND UNE LOCATIONS ARE SCHEMATIC AND MAY ( 1 � REQUIRE FIELD ADJUSTMENTS I i1 '1111 �( - J � •11 ■ ■ ■ - G.R�� SOUTHWOLD MANOR IRRIGATION PLAN bf9'O flH 'R4x !3„� ■ ■ RIAS ENGINEERING ? ` n111 SITUATED AT k . 1) r APPLICANT; EAST END RESOURCES, LLC OWNER: ALBERT 8 RITA COHEN SOUTHOLD ■ Robinson, Muller & Schiavone Engineers, PC ry 40� I 886 OLD COUNTRY ROAD, SUITE 901 58655 MAIN ROAD OF NEY+ ,:• GARDEN CITY, NY 11630 SOUTHOLD, NY 11971 TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK DWN. BY: CHK'D. BY: SCALE: SHEET: 2. 10.17.08 GENERAL REVISION MKA GJS ' ' MKA Gel$ j" W 40' i, 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 — Richard B. Ignatow, RLA SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 DATE: DATE: JOB No.: N0. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY Stater LIGSnGO NO. 767 07•10•0$ Q],EO.Qg 2005-195 2 i.95 S.C.I NO. 1000-53 03-16 25.51 25.86 LAND NOW OR FORMERLY OF ,yM1 SC.LM. NO. 1000-6Y05-182 VAUSUE M. SCOPAZ 25.69 25.52 LAND NOW OR FORMERLY OF ADORES 56]55 BMW 25 x 26.16 S.G.LM. NO. 1000-63-0]-1].4 ANTHONY ZUSTOACH SOUTHOLD. NY 11971 ee 25.89 LAND NOW OR FORMERLY OF ADDRES 55815 ROUTE 25 ZONE HB 26.04 VINCENT MX.OMTE a IUEANA DOLOMITE SOUTHOLD. NY 119]1 USE: SFR z5.e2 ADDRESS: 55551 ROUTE 25 ZONE RSD SC.LN. N0. 1°00-5J-°3-1ZS OINIRACTDR SHALL FURNISH,INSTALL AFD SOUTHOLD. NY 119]1 USE.. SFR .C. NOW OR FORMERLY 1 f MAINTAIN SCT HERE AND/OR HAYBALES ALLNG ZONE: ROD L- M, ANTHONY FLRMERL TIE WT OF IDEASXC FOR THE 11MARON OF USE SFRAODRESH 5651! ROUTE T5 VJNSIRUCNON. nE CONTRACTOR SNAIL BISVRE 30.24 y` 1.72 soulu ttRY ARTeAeteE�ER ro m s 1 mn 2 T AIL ENTER THEr�(m) 27- �1 ' '40"E 310.00' 1 . LEGEND ND MR) 25.85m. SFIR ° x939 x2].572].90\--t 622.78' - - -- HAYBALES �-- Cx2],69 x "�UJ 1 2562 5 2 JO3120 w ,o 2J JOx ® CONSTRUCTION ENTR\ \\ ---�--�- 25.55 26.0350738'10"E 1 ---- ------ --- � - 25.4 z ENEANCE - (27) - - -- - 25.26 / ) / --_.--- --- 3 i ' 1111 -32- ( --- 29) -------- -- - ) xs eo - R ' ISTOE fi.3 ' 1111 r ------_-----+. -- .A� - FRANT \ VV'' 2 too i s\ \ _ - - x 2 . h. ` / W a 25.94 Q, x27.09 +n." / J OJ I ° __. ) 6 j 5.68 25.7 NOTES.1� I l D Q 1. IN AREAS WITH SLOPES UP TO EIGHT (8) PERCENT, 1 \ _ UNI UNIT'fA' AFFOROABIE HOUSIW88LD8 �p I 1 - �\�,II I.''�..:; 3UNns a Q. AO CONTRACTOR SHALL FURNISH AND INSTALL SILT 30 1111 1 •F ae 2„ l UNIT'1A' o o b �, o+ _ / 25 6 Q FENCE ALONG ALL EDGES OF DISTURBED AREAS. SILT / FENCE AND HAYBALES MAY BE USED Ul1t).1 6 A-1 I \ N INTERCHANGABLY. 1\11 1 1 \ s3 \ 1 ?9.74 ?g, .A - o r I H" T \ 1111 \ 1 3,.65 BUILDING C-1 / WPM' -26--r 2. IN AREAS 'NTH SLOPES EXCEED EIGHT (e) PERCENT, 1111 1 1 \ o j ° \ BUILDING A-2 l �' I ? .sa VNII`78Ta 26'ka SJ ( 3030) 0 ] - s. gx6.B3x�2 .77 CONTRACTOR SHALL FURNISH AND INSTALL SILT \ BUILDING C- \ , O I o 5, 1 25'66 FENCE AM HAYBALES ALONG ALL EDGES OF 1111 \ 1 \ ap UNIT 78 �L UNIT'2A' j ( 3050) - 66 I UNIT 3A' DISTURBED AREAS. HAYBALES SHALL BE PLACED 1 M 1 \ IMMEDIATELY BEHIND SILT FENCE FOR SUPPORT. 11111 w 1 \ 1 ri�A �_/ s T00L \ ( �') I 1 �- CONPRAm CONSTRUCTION AIN THE 3. ALL SOIL STOCKPILES OVER 24' IN HEIGHT SHALL BE 30. 1 11\1 `t 1 \ 1 ^U�"✓ \ '.� 26033 \ �_z CONTRACTOR SHALL MAINTAIN THE IINIT'18EFFEI UNIT 3a`� Z' � � S �/ \ rr 25 2 54 2555 �J THE ERRANDS AS IN AN ENCLOSED STAGING AREA. 1 111\ 1 1 1 1 O UNIT'18' 29 sfi fi x z x27 .- ` '.\ _.e60g �� ss] �) 1•.. ,D 2537 " 2 .58 1111 \ \ \ bJ \ .26' 010 IQ o Ir r 1 1 Ei (29) 6 21 _ - TA Q 111\I \ 1 \ \ x26.1 1D `5. ---- - -A -I INV 3 y \ 1111 \ \ 1 AWEN171I r°J \ °' Nmy zr 3>> ° a \ \111 \ BwmLNs \ x J a hJ \ o fi7S N044 ' 0 W c Z 1 \11\ \ 1 2,2! SF o _ x20.17 _ � ` 12771 �� .26.74 I M] 1 2 .37 25.36 1 (FEC00} O 11111 1 r17 I 25.51 25.53 25.46 CD 1 1\\\ \\ \\ �(D) D ( - - - I = 11111 �) - APAD �\(D ° \ D) @J ° I z41e3 x260 f7 \55 W / CONMACmR SUJL FURREK 1NSFAIL AND W O J0. 6 1 \111 1 H �T]TD x 3?�I 1 x 1. \ ^ !ejJ , I 0 / MAINTAIN SILT FTNCE AND/O2 HAMMES Z4 a 1 1111 3234 m l�7 \ \ \ �� 261 I SCTM. NO. 1000-63-N-14 ALONG RHE HAIR OF CIFAANB FOR ME w c> 111 1 '� O \ 56 \ j\ `Atl I `r EL LAND HOW FORREFORMERLY sc / I DURATION a CODTIUCROL THE CONIRAC OR SHALL ENSURE THAT NO SOMDR WALL 1 1 /• \ \ I ADDRESS: 55475 ROUTE 25 I ENTER THE IV BUFFER AREA.RIFER TO NOTES 1 .'N. UN/T3A' UNIT YB UNIT \I' UNIT YB 1j1 1 O _ y O 'p f xs%1 691 xsfis6 I 50U ZO0NNE..Herron 1 1 AND z Me PARE.(TIP) 1111 \ 31.19 \ \ �� USE BUSNEss a�MµcAw S LLi:xa�iISH,INiTALLLLA VINs 1 1111 1 / . at. 0 i�I \ 1 (EFL 3307 1\p 4 Ul1DINf,oB�f UIlDING C-3 DURATION AMC. ,°MECD 1 J4 1 w - "" °BUILDINGS-3 `T� UNIT'2N \ BUILDING`S-4 I, I o SHAIL ENSME THAT NO SEMENT STALL 111 \ -"' UNIT 7A' s o i o $ ° \ UNIT 7A' si I \ 5 FL 39:8 I I .- ENTER THE 15 BIRFR AREA AEFTR TO MOM pp 1\11 6 s9 ° \ (EFL 3030),, 426.5 0 1 Aro z THIS PAGE (THP) 1 1 11\\ d o -(EFL 3wD) 1 (171,1.0°) 1707 OU 1 x2766 1 \ 1\11 1 \ UNIT39 I 1 \ 11\I 1 x 3z ss Uklk 'IN 6 (m) UNIT 38 UNIT YA' \ I I o S.O.T.M. NO, IO0°-83-03-13 .32,21 \ I MD LAND mm OR FORMERLY OF \ 1 rSJ 1 \ \ IJANET L RYAN 30 7 \ \ - -- `\12TH u°DD AODSOUTTHOLDS�NY°11m zs / 11 11 \ 111\ \ _-_- ZONE He �) -- -1 --_ _ ---- %-- - 9.31 - _ --- - - -- 2324 I 00 USE SFR I \ 1 11111\ I 616.5 � I 1 \ -YdB530'S9"-W----2e ' w x29.22 X29 1 e SCLM. NO, 1°°9-93-03-12 11111 Tn 1 \ xY OF 31.23 i0 x30.41 SF1�EARS�fROEAM CONTRACTUR LAND MAINTAIN SILT RULES NOW REALTY HOLDING = 3 2 1111 1 32.09 1 SCT,M. NO. 1000-6}0}y,l FENCE AROUND JULALL IM ITS FOR INE DURATION ADDRESS: 56275 ROUTE 25 T31 w CgITMCnN MAIL.FLOM, INSTALL Alm LAND NOW OR FORMERLY OF OF CONSTRUCTION.ALL S7 LIM SNAIL BE SOUTHOLD. NY 11571 I 111 N MAINTAIN SILT FENCE AMDa HAYBALES ALONG CHARLES W. VrZKE CLEARED O �SES , OR ZONE HB 1 THE UNIT OF CIEARNO flE THE OURAI ON OF A00RES& 55215 ROUTE 25 1E END CQMON USE AUTO REPAIR 1 1 \111 CONSIa C ON TIE CWOAMOR SMALL DISCS SOITHOD, NY IHFR TMT NO sommoE SIMLL ENTER 111E IV BARI ZONE He \ 1\11 N0530'50"W AREA. HEM TO N°1ES 1 AND 2 THIS PACE UST:: STORAGE \ 1111 51.3,4N2.B1 1\T\ \ 33. 6 sD.zD 8015SEAU AVENUE (TOWN OF SOUTHOLD - 66' WIDFJ �•�•f 1 THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN ` MINTO. LS DATED FEBRUARY 15, 2006 'IIE■ ■ ■ SOUTHWOLD MANOR STORMWATER POLLUTION JEOr/VSjP.G J.Or/V � PREVENTION PLAN ■ ■ RMS ENGINEERING EGG] SpS * �e �,, vo � SITUATED AT * APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT b RITA COHEN ■ Robinson, Muller (7N Schiavone Engineers, PC o A R /� �e SOUTHOLD 886 OLD COUNTRY ROAD, SUITE 901 58655 MAIN ROAD ` 9151 G�<'6 _ GARDEN CITY, NY 11580 SOUTHOLD, NY 11971 est NP�� DWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK 2. 10.17.08 GENERAL REVISION MKA GJS MKA C7AI$ 1' 40' 1. 08.29.08 REVISE PLANS PER CUENT COMMENTS MKA GIS 1 355 New York Avenue, Huntington, New York 11743 DATE: DATE: JOB NO.: Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 163, BLOCK 3, LOT 15 SP - 9 No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 76387 07.10.08 07,20.08 2005-195 HIGHWAY PAVEMENT EDGE OF SIDEWALK MAINTENANCE AND PROTECTION OF RAMP FLUSH SMOOTH SCORE MARK " TRAFFIC SCHEMES NOTES: TRANSITION 1 2". - . . . FOR SIDEWALK RAMP GENERAL , 12 NOTES iV MPT NOTES: TWO-LANE, TWO WAY ROADWAY 1. SIDEWALK CURB RAMP TYPE AND LOCATION ARE AS SHOWN ON THE PLANS OR AS DIRECTED. SHORT DURATION LANE CLOSURE 1 D WITH BLACK EEERELATED R SYMBOLS.SIGNS SHALL HAVE FLUORESCENT ORANGE BACKGROUNDS CLASS 2. ALL SIDEWALK CURB RAMP TYPES MAY BE USED IN STRAIGHT OR CURVED CURBED SECTIONS. a WIRE FABRIC 3. SIDEWALK CURB RAMP TYPES MAY BE DIFFERENT AT EACH LOCATIONS WITHIN AN INTERSECTION. 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 ALK CURB BD OPERATIONS TO COMPLETE THE PROPOSED WORK. IN THE EVENT OF CIRCUMSTANCES A. WORK RERI00 RDADWOIM B. NON-WORIMIG BEYOND THE CONTRACTOR'S CONTROL, SUCH DROP-OFFS SHALL BE ELIMINATED BY OR AT 4, THE MAXIMUM SLOPE OF A SIDEWALK CURB RAMP IN NEW CONSTRUCTION SHALL 8.0125 GJSURE HOURS BE 1:12. IF SPACE LIMITATIONS ON EXISTING SITES PROHIBIT THE USE OF 1:12, THE DICTION A-A THE EXPENSE OF THE CONTRACTOR AT THE END OF THE FORTY-EIGHTH HOUR AFTER THE 011-2C FOLLOWING SLOPES AND RISES MAY BE USED: (SEE MPT NOTE e) (BEE MPT NOTE 2) LAST TIME THE WORK FORCE ACTIVELY PURSUED CONSTRUCTION IN THE DROP-OFF AREA NO DROP-OFF GREATER THAN I INCHES IS TO REMAIN OVER A WEEKEND OR HOLIDAY A A. STEEPER THAN 1:12 (8.335 1), DROP-OFF IS CONSIDERED ELIMINATED IF TAPERED AWAY BY A 1 ON 4 SLOPE OR FLATTER. ) BUT NO STEEPER THAN 7:10 (10 BJ> 3" MAXIMUM RISE, 3 FT MAXIMUM RUN. ROIDRORL HIGHWAY PAVEMENT SURFACE 3. MAINTENANCE AND CONTROL OE OF TRAFFIC SHALL CONFORM TO THE NYS MANUAL OF 1:12 4'-0" MIN. 1:72 011-2C UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) AND SHALL BE SUBJECT TO THE APPROVAL B. STEEPER THAN MAXIMUM (105). P,UT NO STEEPER THAN 1:8 (1255) 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, DONES BARRICADES OR OTHER TRAFFIC CONTROL EQUIPMENT SHALL C. A SLOPE STEEPER THAN 1:8 (1251) NOT ALLOWED. REMAIN INA POSITION WHERE IT WINTERFERE WITH, OR BE DISTURBED BY, A S. THE MINIMUM WIDTH OF A SIDEWALK CURB RAMP SHALL BE FIVE FEET, SNOW PLOWING OPERATION. THE WORK MUST BE SCHEDULED TO AFFORD THE SAFE REMOVAL OF SUCH DEVICES WHEN NECESSARY. EXCLUSIVE OF FLARED SIDES. • B) THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE LANE CLOSURE SCHEMES 6. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE PRESENTED IN THE PLANS. ALL LANE CLOSINGS ARE SUBJECT TO THE PRIOR ADJACENT DIRECT OR HIGHWAY SURFANDACE. O THE APPROVAL CONTRACTOR SSHEER ALLLREFFERR TO GENERRAL NOTES OON COVECRTISSHHEEET � SECTION 8-113 URB A FOR LANE CLOSURE INFORMATION. ,y W13 4. PERMANENT PAVEMENT MARKINGS SHALL BE DONE IMMEDIATELY AFTER TOP COURSE PAVING SIDEWALK RAMP SURFACE FINISH OPERATIONS ARE COMPLETE. 7. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FIRM, 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 4111111111111111 INSPECTION. RAMP TO THE BACK EDGE OF THE PAVEMENT MARKINGS AT CROSSWALKS SIDEWALK IS 4'-0' OR GREATER, THE O W1-116 6. THE CONTRACTOR MUST ATTEMPT TO REOPEN ALL TRAVEL LANES AND INSTALL THE SLOPE ON THE SIDE FLARES MAY BE 1:10 I 'NON-WORKING HOURS' SCHEME FOR OVERNIGHT PERIODS CERTAIN EXCEPTIONS MAY APPLY Il W FOR WHICH THE 'WORK PERIOD CLOSURE SCHEME MAY BE LEFT OVERNIGHT. THE B. SIDEWALK CURB RAMPS AT MARKED CROSSINGS SHALL BE WHOLLY CONTAINED 1LN'I'• IiY I` Ho CONTRACTOR SHALL OBTAIN PRIOR APPROVAL FOR THESE OVERNIGHT LANE CLOSURES BY WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES. • THE ENGINEER RESPONISBLE FOR CONSTRUCTION INSPECTION. W3_,DD 9. WHERE STOP LINES ARE NECESSARY, THEY SHALL BE LOCATED IN ADVANCE OF $ ♦• W3-tOD a® SIDEWALK CURB RAMPS. B W4-13D 7. THE CONTRACTOR SHALL ASST TO THE ENGINEER RESPONSIBLE FOR CONSTRUCTION OA O INSPECTION, FOR APPROVAL. SHOP ALL METH INDICATING PROPOSED METHOD OF REMOVAL J OF EXISTING PAVEMENT MARKINGS. ALL METHODS SHALL CONFORM TO THE REQUIREMENTS ` �nI OF ITEM 635.0102, CLEANING AND PREPARATION OF PAVEMENT SURFACE-LINES. UTILITIES AND DRAINAGE INLETS OR GRATES WB-BC LI 8. REFER TO THE NYE MUTCD REGARDING SIGN NUMBERS. 10. IF FEASIBLE PROVIDE FOR DRAINAGE INLETS OR GRATES IMMEDIATELY UPSTREAM FROM , THE CURB RAMPS RETICUUNE OR RECTANGULAR DRAINAGE GRATES ARE TO BE USED IN 2 an® O 9. ALL TEMPORARY SIGNS FOR MPT SHALL BE COVERED UNDER ITEM 619.02 - CONSTRUCTION THE AREA OF CURB RAMPS. w^ET SIGNS. f` WI-116 11. DO NOT PLACE SIGNAL POLES, SIGN POSTS UTILITY POLES FIRE P WB-BC 10. REOPENED TED OLATNRE�� BE SWEPT CLEAN BY THE CONTRACTOR BEFORE THE LANE IS HYDRANTS, ETC. WITHIN THE RAMP OR SIDE FLARE AREA. WN/// 4A® V e un® nwrr � 11. REFER TO BECKONS 231.4, 2:33.5, 238.4, 254.2, 301.2, 234.10, 238.1, 238.7 AND GENERAL �I W8-BC SUBCHAPTER G OF THE NYSDIOT MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES y ,IpI, 12 ALL ROOF DRAINS SHOULD BE CONNECTED 70 THE ON SITE DRAINAGE SYSTEM. WB-BC 'tea 12 THE CONTRACTOR SHALL MAINTAIN PEDESTRIAN TRAFFIC AT ALL TIMES DURING CONSTRUCTION. 13. STREET LIGHTING SHALL BE INSTALLED IN ACCORDANCE WITH THE REGULATIONS AND SPECIFICATIONS YR-116 1['W4 13D OF TME TOWN. SIDEWALK CURB RAMP DETAIL warac IxoRle 13. THE CONTRACTOR SHALL NOT REMOVE MORE THAN S M FEET CL DE EXISTNO PAVEMENT PRIOR TO PLACING NEW PAVEMENT. NEW PAVEMENT C 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. RESPONSIBIUTY OF THE HOMEOWNERS ASSOCIATION. 14. ALL LANE CLOSURE SCHEMES SHALL HAVE THE PRESENCE OFA 'FLASHING' ARROM30ARD 15. DEBRIS SHALL NOT BE BURIED ON THE SUBJECT SITE. ALL UNSUITABLE MATERIAL AND DEBRIS NOTES WB-1C (ITEM 819'0303)' SHALL BE DISPOSED OF IN ACCORDANCE NTH ALL LOCAL, TOWN, COUNTY, STATE AND FEDERAL LAWS AND APPLICABLE COSTS1. THE MAXIMUM SLOPE OFA SIDEWALK CURB RAMP IN NEW CONSTRUCTION 15. ALL LANES MUST BE OPEN TO TRAFFIC 7 AM TO 9 AM AND 4 PM TO 8 PM WEEKDAYS. .NO SHALL BE 1:72 IF SPACE LIMITATIONS ES AND STIES PROHIBIT i UNE CLOSURES ARE PERMI7IID ON WEEKENDS OR HOLIDAYS. THE USE OF T THE FOLLOWING SLOPES AND RISES MAY :1 USED: S Wi-71B 3 A) STEEPER' THAN 1:12 (8.33%) BUT NO STEEPER THAN 7:10 (10� 8' MAX. RISE, 5' MAX.MA%. RUN RQ-PDW- ! < B) STEEPER THAN 1:10 (105) BUT NO STEEPER THAN 1:8 (1255) 3" MAX. RISE, 2' MAX. RUN � NEW R � WB-2C C) A SLOPE STEEPER THAN 1:8 (125X) 15 NOT ALLOWED 2 THE MIN. MOTH OF A SIDEWALK CURB RAMP SHALL RE FOUR (4') FEET, EXCLUSIVE OF FLARED SIDES LIE-GEND: ® CONE SIGN WHITE DASHED LINE 3. ALL SIDEWALK CURB RAMPS SHALL HAVE FLUSH, SMOOTH TRANSITIONS TO THE O ADJACENT STREET OR HIGHWAY SURFACE O DRUM wEFLASHING WARNING LIGHT YELLOW DASHED LINE 4. THE SURFACE OF ALL SIDEWALK CURB RAMPS SHALL BE STABLE, FIRM, AND W8-1C O FLAGTREE E= WORK AREA SUP RESISTANT. (EG. A COARSE BROOM FINISH PERPENDICULAR TO THE RAMP SLOPE IS ACCEPTABLE ON CEMENT CONCRETE CURB RAMPS) •-� BARRICADE 008 FULL SIZED ARROW PANNEL 5. EXISTING CONCRETE SHALL BE SAWCUT FULL DEPTH, 6. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE MIH THE N.Y.S. UNIFORM BUILDING CODE AND CARO/ANSI A117.1 CONCRETE CURB 4.000 PSI I/2" z 3 1/2" PREMWLOEO CONTRACTION (CONTROL) JOINT CROSS SLOPE O 26 DAYS AND SHALL 8E BITUMINOUS EXPANSION JOINT //4' z 3/4' STEEL EDGE SFE NOTE i THEGRADING PLAN ASPHALT PAVEMENT SECTION NR DAYS AN SEE NOTE 1 1-1/2' F1 1COMPERPAV HMA, 8" N1 ON 3 SLOPE MAX ITEM x 18' DEEP FLUSH CURB ASPHALT OVERLAY g" _ 1 1/2" COLD MILLINGITEM 402126101 X15 BAR CONTINUOUS R=i" OF EXISTING PAVEMENT INDER COURSE ITEM 490.01 2-1/2" F9 SUPERPAVE, HMA INTERLOCKING PAVER BY EP HENRY OR APPROVED EQUAL USBASE COURSE REVEALTACK COAT (ALL LIFTS) 60 SERIES COMPACTION APPROX. 1' TO 1 1/2' TOP SOIL k ITEM 407.01 ITEM 402256910 BEDDING SAND ,• ! SEED ) 7�C(C)NCRETE SIDEWALK ITEM 63305LJOUID ALTSEAL 5" (2 LIFTS) F9 SUPERPAVE HMA, 6' MIN. COMPACTED RECYCLED CONCRETE AGGREGATE COMPACTED MATERIAL MEET PAVEMENT 60 SERIES COMPACTION ITEM 402.376901 N.Y.S.D.O.T. MATERIAL 1011 'A' SECTION AS REWIRED GRADE TYPICAL •, :. .;::a`..'.y ".: . : 6' SUBBASE COURSE. TYPE1011-1 ITEM 17373 0A501199 •'..•' COMPACTED SUBORADE 1/2' x 3 1/2" PREMWEDED CONTRACTION CONTROL) JOINT �: '• ' ' S '` `� ASPHALT OVERLAY: BINMINWS EXPANSION JOINT 1/4" z 3/4' STEEL EDGE > 1 7/2' COMPACTED ASPHALT TCP COURSE, N.Y.S0.0.T. TYPE 6 FRA SEE NOTE 1 SEE NOTE i .. . �.. I=III=III=III=III=III=III BINDER COURSE 2'-0"• :: : . 2 1/2' COMPACTED ASPHALT BINDER CWRSE, N.YSD.O.T. TWE 3 RA SUBBASE COURSE .. _...,... ,. . •' C COMPACTED RCA SUBBASE COURSE, N.YS.D.O.T. TYPE 1011 MATERIAL 'A' ^• - ON 9M (x)MICRETE CURB AND PAVEb0ii DETAIL - COMPACTED SOIL SUBGRADE � g � � . _ - • , ,,,,,, 1. ALL WORK SHALL CONFORM TO TOWN SPECIFICATIONS EXCEPT As NOTED. o ,.. ,•. ` � 2 PROVIDE 1/2PREMODED B17UMINOUS IXPANSIION JOINTS ALONG CURB AT 20' O.C. MIN., AT ALL CURB P.C.'S; P.T.-S AND AT '^ _ BOTH ENDS OF CURB CUTS. 3. ALL CONCRETE FOR CURB SHALL BE 4,000 P511 O 28 DAYS. 4. CURB REVEAL SHALL BE 6" TYPICAL, UNLESS (WHERE NOTED ON PLAN. BRICK PAVER INSTALLATION DETAIL 5. DAMAGED BASE AND BINDER COURSE SHALL BIE REMOVED AND REPLACED PRIOR TO PLACEMENT OF TOP COURSE. SEAL FACE OF --- PLAN 6. TOP COURSE SHALL BE PLACED AFTER CONSTRUCTION HAS BEEN SUBSTANTIALLY COMPLETED AS DETERMINED BY THE OMER PAVEMENT MEET EXISYG PAV'T NOTES: 1. INTERLOCKING PAVERS SHALL BE CONSTRUCTED PER OR OWNERS REPRESENTATIVE 7. SUBBASE MATERIAL SHALL BE PLACED AND SPREAD FROM AN APPROVED STOCKPILE. MATERIAL SHALL BE TESTED FROM THE N1^ pL ♦� y ITEM 633.05 I THE COLOR MANUFACTURERS AND OWNER AND SPECIFICATIONS STOCKPILE BY AN APPROVED SOIL TESTING LABORATORY PRIOR TO PLACEMENT. CONCRETE SIDEWALK DETAIL PAVEMENT DETAIL PER 8. THE SPECIFICATION FOR THE NYsDOT ITEM 10171 MATERIAL "A" SHALL BE MODIFIED TO PERMIT MILLED ASPHALT AS ANACCEPTABLE THE PRIOR TO SING THEE MILLED ASPHALTCAMON THE CONTRACTOR MUST OBTAIN WRITTEN APPROVAL FROM THE TOWN AND THESR4ALL NOT CAUSE A DEVIATION IN THE MECHANICAL GRADATION OFSONNER. 1. CONTROL JOINTS ARE TO BE PLACED EVERY 4'-0' AND EXPANSION FOR WORK WITHIN N.Y.S. RAW JOINTS ARE TO BE PLACED EVERY 16', O7 AS DIRECTED BY THE ENGINEER. 2 SIDEWALK SHILL HAVE A COARSE BROOM FINISH •• sr+ ■ o ■ SOUTHWOLD MANOR ■ ■ RMS ENGINEERING SjPtEO ti �� h. SITUATED AT CONSTRUCTION DETAILS # r m C SOUTHOLD APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN PC ■ ■ ■ Robinson, Muller & Schiavone Engineers, f q �,�• "„ �" 888 OLD COUNTRY ROAD, SUITE 901 68866 MAIN ROAD GARDEN CITY, NY 11630 SOUTHOLD. NY 11971 FSSIONA E TOWN OF SOUTHOLD, SUFFOLK (COUNTY, NEW YORK OWN. BY: CHK'D. BY: SCALE: SHEET: 2. 10.17.08 GENERAL REVISION MKA GJS MKA GJS N'r$ 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: JOB No.: No. DATE REV18ION DESCRIPTION BY ORD Phone 631-271-0576 Fax 631-271'-0592 www.rmsengineering.com NY State License No. 78367 SCTM: DISTRICT 1000, SECTION 163, BLOCK 3, LOT 15 SP ' 1O 07.10.08 07.20.08 2005-185 STEEL BAKED ENAMEL SIGN AS FRAME O GRATE: CAMPBELL TYPE PER "SCHEDULE OF SIGNS" INTERNATIONAL BLUE 11820 COVER: CAMPBELL TYPE 1007C OR APPROVED EQUAL PAINTED SYMBOL SOIL BORINGS Nx. 5 BARS O 6' O.C.EW. 3 q GALVANIZED STEEL 'U' SB-1 SIB-2 SB-3 FINISHED GRADE, 2' MIN. COVER BRICK LEVELING COURSE - Er MIN. CHANNEL POST EL 32.24 GRWND SUWACE EL 328! GROUND SURFACE EL 3254 GROUND SURFACE BETNEEII THE BRICK lEVE11NG COURSE a D 1 Om am-MA 1 Om m ar ww 1 Mm ar Law m Mw AND TOP SLAB A REINFORCED W 1 5' ELT Law XID,u) enla lWln-es) PRECAST COLLAR MAY BE USED > IQX"M) e•IL s,+mv aT La,N emy att..... 1,, p REFER TO ACHITECTUAL PLANS FOR FINISH µ Oxx" ars _ m TREATMENT k PAINT SPECIFICATIONS s uan aw-TFNDYw1- s mup1'uuw.a s 10' PRECAST REINFORCED 23' NON-SHRINK GROUT I o aTMl�s�wa M'^w��w� (H-20 LOAD) SLAB. I 24' MIN. m.MAw. o-u PIPE SIZE, PRCH AND 27' MAX. INVERT AS PER PLAN. ® GRADE 1318-16- CT FABIC TO BE o 9TH WDFlWRMPED AND ED AROUNDTMDM's aA"waALL DRAINAGE LEACHING(.X,-ee) POOLS FABRIC SHALL BE0®� '®'•® PATTERN /14ON BY MIRAFI' OR APPROVED EQUAL T1'1•ar MM.1w wm M'm V.MO ( ) OF PARKING � g STALL MALICE Tw Lam.( ) 3•-0' MIN. SANG OR(M'xA-ea • GRAVEL COLLAR.(TYPICAL) ALL AROUND V-O• DIA. HANDICAP SYMBOL DETAIL PRECAST REINFORCED END aF BORING 25'-0' END OF BORING 25'-D' FNDOF BORING 25'-0' CONCRETE LEACHING flINGS1p! CLABMFlCAPW CUSLFlGDON TYPICAL SIGN POST DETAIL NOTES 1. CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE STRENGTH OF 4,000 PSI MIN. O 28 DAYS SB-4 SB-6 �5 gAMETER AS PER PLANa 2, REFER TO ALIGNMENT PLAN FOR ADDITIONAL NOTES, EL 3254 GROUND WRFACE EL 28.6'1 GROUND SURFACESIGN LOCATIONS, AND THE SCHEDULE OF SIGNS 1 oNIX Ax alOwc Law(aXll-es) IaUlll�e7SIMRT Low Rsxm ; .uwT eI1H- '« ¢ I' MwtA�M.MD• . v ` B' MIN. PENETRATION INTO mm(WNe-u) m ORAc Bu ;M• "51WRgN STRATA OF SAND k GRAVEL MARKING DESCRIPTION 2' MIN. TU GROUND WATER. a I °� 7 4' 2' 4' Y 4' 7 An'vo 7 4(TYPJm--G DOTTED LINE (WHITE) GROUND WATER. 10' 30' 10' 4 (m) BROKEN LINE (WHITE) REINFORCED CONCRETE BROKEN LINE (YELLOW) FOOTING RING (TYP) EY p' CROSSHATCHING (WHITE) 2 LL CROSSHATCHING (YELLOW) uMT MTI.sum..).� PRECAST DRAINAGE LEACHING POOL DETAIL (LP) *' (TMP•) k �4' (TWO FULL BARRIER UNE (YELLOW) DDING 4' (TYPJ •� 1. ALL DRAINAGE PIPE SHALL HAVE 2' MIN. COVER. I. aW.T. 2. AS PART OF THE LEACHING POOL CONSTRUCTION, IF Ir TTYYP Y SOLID UNE (WHILE) UNSUITABLE MATERIAL, THE CONTRACTOR SHALL BE ( ) SOLID UNE (YELLOW) qM.-uaT wL sun. uM.-uwr RIeL su[I. 24' RESPONSIBLE TO EXCAVATE A MINIMUM OF W-0' INTO A VIRGIN OYPJ. mo-y mo- STRATA OF SAND AND GRAVEL BELOW THE STRUCTURE THE STOP UNE (WHITE) 0 •• •• EXCAVATION SHALL THEN BE BACKFILLED WITH A CLEAN WELL 4 • GRADED SMND AND GRAVEL UP TO AND AROUND THE 12' (TYP,) STRUCTURE AS SHOWN' PIPE TRENCH AND BEDDING DETAILS b END OF DURING 35'-0'• END a BOPoNG 35'-0'• DRAINAGE10 CROSSWALK 3. ALL PRECAST PTNG FOR DRAINAGE SHALL BE FURNISHED t1ASSFlCnTIW CLA59FlGOW 'H1H PRECAST OPENINGS FOR DRAINAGE PIPE 12' (TW•) 2 Y 2 REFLECTIVE STRIPING (WHITE) NOTES 1. BEDDING SHALL BE COMPACTED SAND 8: GRAVEL 4. ALL CONCRETE SHALL BE 4.00D P51 O 28 DAYS r-L--r� 5. PROPOSED 12' DIAMETER LEACHING CATCH BARN (LC8) SHALL AND SHALL BE SHAPED TO THE BOTTOM OF THE PIPE (TYP,) BE CONSTRUCTED WITH A FLAT GRATE AND CURB BOX THE 2. SELECT FILL SHALL BE SELECT MATERIAL FREE OF FLAT GRATE AND CURB BOX SHALL BE PATTERN 12517 WITH A SB-8 SB-14 S ORID 6- HIGH CURB AS MANUFACTURED BY CAMPBELL FOUNDRY OR ROCKS LARGER THAN 2' IN ANY S AN C AND SHALL REFLECTIVE LL 26.7'3 GROUND SURFACE EL 26.64 MiWNU SURFACE FL xi7't diWxD SUISACE APPROVED EQUAL BE PLACED IN B'MAX LOOSE LIFTS AND COMPACTED TO TURN ARROWS (WHITE) 1 em mt uwl,-)ME ETM 1 MM:DUAP M. IT law 1 auM em M t• UMM 95% STANDARD PROCTOR. SAro la%N-u) m ME WO(a%u<6) Tau 6. THE TOP 4-0" SE01TON SHALL BE A SOLID REINFORCED M. x04- PRECAST WNCRETE RING. ' -MILT AT TOE MI)Yr MTTp att ME RIM 6NN. {WX4MI MNIfL RW15 �6MIOt.IR6a15 PAVEMENT MARKING LEGEND u - IST : e w M.WA n3wMM annxie suA GUNr�e Gley sum. att M.law m Mal¢ m Mwv0.aT a o-9 Y FM I4)I4M) xQ1I M AMAM M)(FM) 10 1 M yM 1 DME,VIII.SVA MwDE SWC. O w65) m Maw, ) (sr)(o-fis) (M'Xo-efi) HEAVY DUTY CURB TYPE INLET FRAME b ///� �////////////////////////////////////////� BRICK LEVELING COURSE 'BICYCLE TYPE GRATE' ' 5 s IS woeulrf Tsum. - 4' MIN TO ifi' MAX FRAME h COVER MANUFACTURED BY CAMPBELL FOUNDRY CAMPBELL 10070 (SCUD) 2617 WITH A 6' CURB HEIGHT ( ) royµMly m(mXfi�-esj Lr OR APPROVED EQUAL PATTEF44 NUMBER HANDICAP PARKING ONLY' SIGN TYP . m MAWL sAm MnTw REINFORCEMENT — #5 BARS CAMPBELL 1182C (GRATE) SIDEWALK (M'N6-es) OR APPROVED EQUAL FINISHED GRADE SIGN 2' OFFSET FROM CURB—WHERE EE,m e O B' EW. TOP k BOTTOM (TYP.) APPILCABLE 2 OR EQUIVALENT WELDED WERE MESH 4' PAINTED WHITE LINE OR 20 NO. 7 CAGE EXPANDED METAL LEVELIN _ ' REINFORCEMENT • " • ••• 5/6- GALV. BAR STEPS WIN SPLIT A6• MIN.NEN r MAX, F R� OR CURB A PER PLAN m I y ENDS ATION O.C. FOR FULL DEPTH. (.srxe-M1 n - SUBJECTI TO AND LOCATION _ _ 2_5 .W.T. Uw MM:Tw z �' SUBJECT TO CHANGE PRECAST REINFOR RUES. • LMR.O MM D. eMT11ATIC11AL (SIX") W.T.a _ 3' 24' 0 CONCRETE " WADE WHITE STRIPE • - OR OPENING 7-6' x 4'-0' EIswmuB g / SMMD am STALL E IF A HANDICAP wL w0, m ww sLT Sillw.ou�Ri NO 7• 4,000 LB. - 28 DAY STRENGTH n CONCRETE _ �6' THEM REINFORCED WALLS g •, •• s c NCN-SHRINK GROUT enu.suM.m MAML END DF BORING 35'-0'• FND OF BGPoNG 35'-0' ENp OF RdiING 35'-D"• INVERT FILL n CLASS 'B' CONCRETE PER FLAN PER PLAN PLA PER PLAN PER PLAN m QA59FlGnON cLASMFlc4RW CLA59Flc4nW REINFORCEMENT AREA OF CIRCUMFERENTIAL STEEL-0.0025A.D. (IN INCHES) OR 0.12 SoIN. PER LF (TYPJ MAX SPACING 6' 2 WAY DRIVE AISLE PER PLAN NOES: 1. SOIL BORINGS CONDUCTED BY SOIL MECHANICS DRIWNG G, INVERT ( ) CORP. ON MARCH 23. 27 6: 2B, 2006 • 1 1 2' COVER 4 WIDE INTERNATIONAL BLUE STRIPE TYP 2 OWTRACTCR SHALL REF1A TO GEOTECHNICAL ENGINEERING 1 i/2' COVER; <• ^ / WIDE INTERNATIONAL BLUE STRIPE REPORT, DAM APRIL 4. 2006 FOR ADDITIONAL 1 1/2' COYER o i x2, 8 45' - 5' O.C. (TIP). INFORMATION � .A N Z �i PARKING AREA STRIPING AND ALIGNMENT DETAIL flCDPW SPECIFICATION PER Lf•-TI' I'1'-YL NOTES: 1. ALL HANDICAP RAMPS SHALL BE IN CONFORMANCE 6' MIN. DRY MORTAR BED NCOPW SPEOFlCATION 'I� 'I� WITH THE N.Y.S. UNIFORM BUILDING CODE AND CABG/ANSI 4' DIAMETER PRECAST DRAINAGE MANHOLE DETAIL IDMHI A117.1 CATCH BASIN DETAIL 2. ALL STRIPING SHALL HAVE A MINIMUM OF TWO - (2) NOTES: GOATS OF PAINT. 1, MANHOLE SHALL CONFORM TO TOWN STANDARDS. 1. ALL PRECAST DRAINAGE STRUCTURES FOR IN L ALL PARKING LOT STRIPING C LI WHITE 1 2 ALL PRECAST DRAINAGE STRUCTURES SHALL BE FURNISHED. FURNISHED WITH PRECAST OPENINGS FOR DRAINAGE PIPE SHERWIN-WIWAMS A-100 ACRYLIC EXTERIOR ( l 3. ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER. 2. ALL DRAINAGE PIPE SHALL HAVE 2' MINIMUM COVER FLAT LATER( SERIES A6 PAINT OR EQUAL, - EXCEPT HANDICAP STRIPING COLOR, I_ ■ ■ ■ StpTEOFNP SOUTHWOLD MANOR ■ RMS ENGINEERING m• GQEoG rv� m SITUATED AT CONSTRUCTION DETAILS ma -` 4. 000- APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN ■ ■ ■ Robinson, Muller & Schiavone Engineers, PC A9oF. �sa '� G,<�� SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 58655 MAIN ROAD ESs1ONPIL GARDEN CITY, NY 11550 1 SOUTHOLD, NY 11971 DWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS NTS 2. 10.17.08 GENERAL REVISION MKA CJs 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.: N0. DATE REVISION DESCRIPTION BY CH•D Phone 631-271-0576 Fax 631-271-0592 www.rmsen ineerin .com NY state Liaenee No. 76397 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 9 9 07.10.08 07.20.08 2005-195 CAST IRON FRAME & COVER AS PER PLAN. SOLID COVER - CAMPBELL HEAVY DUTY CAMPBELL #10D7C CAST IRON FOUNDRY TYPE 1007C FRAME AND COVER OR APPROVED EQUAL FINISHED GRADE PRECAST MASONRY AP (TYP) BRICK INLET . • OUTLET GROUTED TO TOP OF WALL MORTAR 1/2• CEMENT 8" MIN. LEVELING COURSE 4• < BED PLASTER PRECAST CONC. COLLAR. + BRICK MASONRY TO 2'-0• NEW MANHOLES: :a. !T' MIN. AS REQUIRED _ VARIES 4 MIN - 16' MA%. REINFORCED PRECAST e' CONC. MASONRY MATCH BUILDING (TYP.) �IXISTG. MANHOLES: , •� CONCRETE DOME UNITS (TYP.) MASONRY TIES (TYP) O V-4' O.C, 8' TOP 20' MAX. 0 :: SLAB 12' MAX. VERTICALLY AND HORIZONTALLY (2-6. 0 OVERSIZE) ALUMINUM HAND GRIP 12' O.C. (TYP.) '�.® x GROUT WITHIN e 12AR�C NON-SHRINKIROUT - z ® ;� C.M.U. CELLS 5" MIN. PLAN VIEW REFER TO CONCRETE o SLAB DETAIL GR. 60 q4 STIED_ DOWELS SEE NOTE 3 S-0' MIN. SAND AND - SPACED O 24' O.C. FOR WALL a GRAVEL COLLAR. HEAVY DUTY CAMPBELL PATTERN REINFORCING Wo z r (TYPICAL) ALL AROUND NUMBER 1007C CAST IRON FRAME AND 4" DIA. PVC PIPE INSTALLED WHERE COVER OR APPROVED EQUAL H-20 _ NECESSARY TO ALLOW DRAINAGE a LOADING FROM WITHIN ENCLOSURE SEE BARREL U ' FINISHED GRADE JOINT DETAIL 5• MIN. FINISHED PAVM'T GRADEINVIIHT FILL ? 4'MIN.-8" MAX BRICK x REINFORCED PRECAST CONC. ,Y,2 G.M.QLEVELING COURSE 24" 24' TOP SLAB (TRAFFICI w CONCRETE iu BEARING) 4.0 OCH. 40 36' u STEEL BOLLARD is• MW. REINFORCED PRECAST •p ;;L>_ {a��:v:: _ 6' MIN. PENETRATION CONCRETE COLLAR B• SPLICE LENGTH e ° ^ INTO VIRGIN STRATA I -L gm e' u OF NON-SHRINK GROUT 20" L'-• i0 20" F. SAND & GRAVEL EYP. GR. 60 STEEL .t (TYP.) HOOKED 0 NED DO NEL 4 BARS 12 1 ' �..:::r;'tr':;;F':;:I:�r "�� / � 2!MIN. TO GROUND WATER. � � -. 2 O 12' 0.0. 1-6, WELDED 2 _ 6" 1D _ PLACED LURE MESH GROUN WATER. PIPE, SIZE, SLOPE PIPE, SIZE, SLOPE 3 C.C. RADIALLY 4 x 4 - W4 W4 AND INV. (SEE PLAN) AND INV. (SEE PLAN) 4,000 PSI O 28 TWO SEALING PREFORMED PLASTIC 8' X 24" DAYS CONC. FTG. SEALING COMPOUNDS, ONE OPG. ON EACH BEARING SURFACE PRECAST CONCRETE j �^ REINFORCING ICNG BARS (TYP. FOR EVERY JOINT) CHAMBER Cf w (CONTINUOUS) BARREL JOINT DETAIL4" MIN DIAMETER SECTION VIEW 10' DIAMETER SANITARY LEACHING POOL DETAIL (SLP) + NTS 1. REFER TO SANITARY CALCULATIONS FOR SIZES 6' MIN.J 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 ISDMHI ACCEPTABLE TO HEALTH DEPT. AND ENGINEER AND BACKFILL WITH SELF CLOSING MECHANISM. S.C.O.H.S. ACCEPTABLE CLEAN SAND AND GRAVEL TO INLET PIPE NOTES: ELEVATION. 2. THE CONCRETE BLOCK WALL SHALL HAVE A 3' FOOTING. 1. BOTTOM MUST BE COVED OR BENCHED 3. SAND & GRAVEL COLLAR IS SUBJECT TO HEALTH DEPARTMENT 3. THE CONCRETE BLOCK WALL SHALL BE REINFORCED USING MASONRY FIELD APPROVAL SEPTIC TANK DETAIL ISTI REINFORCING MESH (CONTINUOUS- HORIZONTAL DIRECTION) AND /5 4. CONTRACTOR TO PROVIDE DUMMY RINGS AS NECESSARY TO BRING REINFORCING BARS (CONTINUOUS VERTICAL DIRECTION) EMBEDDED IN THE BLOCK AND SUPPORTED W7H CONCRETE FILLING. THE REINFORCING SHALL LEACHING POOL COVERS 70 GRADE 1. WHEN LOCATED IN TURF, LANDSCAPED OR EARTHEN SURFACE AREA, SET BE A MAXIMUM OF 18" ON CENTER, B07H DIRECTIONS. 5. EFFECTIVE DEPTH SHALL BE MEASURED, IN SANITARY LEACHING COVERS 1' ABOVE FINISHED GRADE. 4. FOR LENGTH AND WDTH DIMENSIONS. REFER TO THE ALIGNMENT PLAN. POOL$, AS THE VEIRTICAL DISTANCE FROM THE INVERT OF THE OUTLET PIPE TO THE BOTTOM OF THE LEACHING STRUCTURE. 2. YMERE SITE CONTRACTOR MEETS BLDG. PLUMBERS PIPE A MECHANICAL 5. C.M.U. CELLS CONTAINING STEEL REINFORCING RODS SHALL BE PRESSURE PRECAST DOMES WILL NOT BE CONSIDERED AS EFFECTIVE DEPTH, JOINT SHALL BE PROVIDED TO CONNECT THEPIPES TOGETHER. GROUTED FROM TOP OF FOUND. WALL FLUSH TO TOP OF THE MASONRY ONLY LEACHING R114GS WILLLL BE AS INDICATED ABOVE. WALL, 3. CONCRETE COMPRESSIVE STRENGTH TO BE 4,000 P.S.I. AT 28 DAYS. B. C,M.U. GELS CONTAINING STEEL REINFORCING RODS SHALL BE CLEARED OF OBSTRUCTIONS PRIOR TO GROUTING. 4. WELDED WIRE FABRIC TO MEET BOTH ASTM A-82 AND ASTM A-185 7. MASONRY TES MUST EXTEND A MINIMUM OF 1-1/2" ONTO SOLD 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 8. THE COLOR AND TEXTURE OF THE REFUSE ENCLOSURES SHALL MATCH THE 6. THERE SHALL BE A MINIMUM ELEVATION DIFFERENCE OF 6 INCHES BUILDINGS THAT THEY SERVICE. BETWEEN THE INLET INVERT AND THE OUTLET INVERT. SEPTIC TANK NOTES 1. WHEN LOCATED IN NRF, LANDSCAPED OR EARTHEN SURFACE AREA, SET COVERS 1' ABOVE FINISHED GRADE 0 2 WHERE SITE CONTRACTOR MEETS BLDG PLUMBERS HPE A MECHANICAL JOINT SHALL BE PROVIDED TO CONNECT Tiff PIPES TOGETHER I CONCRETE s° 000 P.11. AT 28 DAYS. 10'-0' 10'-0• 2` I T I S. SOLI. REINFORCING BARS TO MEET ASTMVE STRENGTH TO EA 615 GRADE 60 STANDARDS 4' WELDED WRE FABRIC TO MEET BM ASTM A-62 AND ASTM A-185 STANDARDS B. THERE SHALL BE A MINIMUM ELEVATION DIFFERENCE OF 6 INCHES BETWEEN THE INLET INVERT AND THE CUMET INVERT. z TRIPLE COMPARTMENT SEPTIC TANKS SHALL BE CONSTRUCTED ON A COMMON o REINFORCED CONCRETE SLAB AT LEAST 6 INCHES THICK. a EACH COMPARTMENT SHALL BE CONSTRUCTED OF REINFORCED PRECAST CONCRETE SOLID RINGS, SOLD DOMES OF SUB TOPS m MATERIALS k JOINTS EQUIVALENT 10 9. CROSSOVER PIPES MUST BE OF 8 INCH O.D. PIPE, 20 INCHES ON CENTER. WTH SANITARY PIPE OR CENTER LINE 18 INCHES BELOW THE UWID LEVET.. N WATER MAIN N STANDARDS SU + DRAINAGE PIPE 10. THE INLET ROW MUST BE SPLIT USING A MINIMUM 4 FOOT DIAMETER MANHOLE, WIN TO ASSURE WATER AND IGHTNE S PESTER A COVED OR BENCHED BOTTOM. 0 BACKRWNG. TIGHTNESS PRIOR WATER MAIN OR WATER 11. COVERS OVER INLET/OUTLET FOR SLAB TOPS OR IN CENTER FOR DOME TOPS 0 18" L6MMUM SERVICE z SANITARY LEACHING POOL NOTES a E 1. AS PART OF THE INSTALLATION '' ST1SAN 1D �GRAVEL IS TYPICAL UTILITY CROSSING DETAIL RESPONSIBLE TO EXCAVATE 6INTO MNG ACCEPTABLE TO HEALTH DEPT. AND ENGINEER AN AND BACKFILL WTT 3.GD.H.S ACCEPTABLE CLEAN SAND AND GRAVEL TO INLET PIPE ELEVATION. 2 SAND k GRAVEL COUAR IS SUBJECT TO HEALTH DEPARTMENT FIELD APPROVAL 3. CONTRANECESSARY E RING LE HINNY RINGS AS NECESSARY TO BRING LEACHING POOL COVENS TO GRACE 4, EFFECTIVE DEPTH SHALL BE MEASURE➢, IN SANITARY LEACHING P00LS. 0 OF THE VERTICAL DISTANCE FROM THE INVERT OF THE OT BET HPE TO THE BOTTOM-' a OF THE LEACHING STRIJ07URE LEACHING PRECAST DOMES WLL NOT BE CONSIDERED AS EFFECTIVE DEPTH, ONLY LEACHING RINGS WILL BE AS INDICATED ABOVE (, 9 " - s U SOUTHWOLD MANOR CONSTRUCTION DETAILS SSNONNSEOFNF�, T RMS ENGINEERING GGJ9 N ■ ■ , �Q0 v m SITUATED AT Ea - I� ¢ APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN ■ ■ ■ Robinson, Muller & Schiavone Engineers, PC IED " '' `� SOUTHOLD 886 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD A l,� 36, �``� GARDEN CITY, NY 11690 SOUTHOLD, NY 11971 Q�FF'ssI°olP E� OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 2. 10.17.08 GENERAL REVISION MKA GJS NTS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE P _ n 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS DATE: DATE: JOB No.: G E No. DATE REVISION DESCRIPTION BY CKD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 70387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 EROSION CONTROL AND LANDSCAPING NOTES EXISTINGWOVEN MINE FENCE (MIN. 14.5 50' MIN. GROUND EXISTING GAUGE - MAX 6' MESH PAVEMENT SPACING) SPECIFICATIONS AND GUIDELINES DUST CONTROL NOTES STONE PAVEMENT TD• MA,p4uu sPApxc 36' MIN. FENCE POSTS DRIVEN ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE NEW YORK 3 ¢� STATE GUIDEUNES FOR URBAN EROSION AND SEDIMENT CONTROL 7 +5- MIN. MIN. 1B• INTO GROUND POSTS: MANUAL, LATEST EDITION. DEFINITIONSTEELEITHER 'r OR 'U' TYPE THE CONTROL OF DOSE RESULTING FROM LAND-OWURBING ACTIVITIES. OR Y HARDWOOD EROSION CONTROL P.VBB0.5E FILTER CLOTH s _ SILT FENCE TO BEG MOUNTABLE BERM r �OF CLEARING ALONG LIMIT CONSTRUCT ALL SWALES AND BERMS AS SHOWN OR AS REQUIRED TO 1D PREVENT SURFACE ANO AUR MOVEMENT OF OUST FROM GSNRBED SOL SURFACES THAT MAY _ OF pEMING (EYP) OUSE OFF-91E DAMAGE, HEALTH HA2MOS AND TRAFFIC SAFETY PROBLEM. (OPTIONAL) DIRECT AND CONTROL STORMWATER RUNOFF AND PREVENT EXCESS PROFILE _ I - - z 36. SITE. F1a,cE CONDITIONS WHERE PRACTICE APPLIES EROSION. 33% D :1) SLOPES STEEPER THAN (3:1) SHALL BE STABIUSIN I T. - - - SET FENCE POSTS ON FACE MST EMG. ACCESS T BLOWING AND OTHER GS STE D AREAS MAY OCT TO _ n BY HYDROSEEDED WITH MULCH BINDER TYPE 'AH", TYPE 'A" OR BY USING I JUTE MESH AS LISTED IN THE EROSION MANUAL OR AS SPECIFIED BY THE SURFACE OUST MOVEMENT AND DUST BLOMNO WHEiRE OFF-SNE DAMAGE YAY OCOUR ENGINEER IF Dusi Es xoi CONTROLLED. GEARED AREA MIN. DEMON CRITERIA EXISTING FLOW GRNO OU RILED CONSTRUCTION OPERATIONS SHOULD BE SCHEDULED TO MINIMIZE THE MOUNT OF AREA DISTURBED GROUND T0� AT ONE TIME BUFFER AREAS OF VEGETATION SHOULD BE LEFT WHERE PRACTICAL TEMPORARY MEASIRES SHOULD BE INSTALLED. NO SPECIFIC DESIGN CRITERIA IS GIVEN: REFER TO CONSTRUCTIONCOMPACTED SOI ALL DISTURBED SOIL AREAS, EXCLUDING PAVED AREAS AND RECHARGE 50' MIN o EMBEDDED FILTER 16' MIN. S'ECFGTWS BELOW FOR COMMON YETI005 OF MST CONi110L BASINS, MUST BE COVERED WITH A MINIMUM OF S (INCHES) OF NATIVE lxns!RLIOnON SPEORGATION5 CLOTH INTO OUNU• TOPSOIL PRIOR TO THE REMOVAL OF EXCESS TOPSOIL. F- VEOETATIVE COVER - FOR DISTURBED AREAS NOT OBJECT TO TRAFFIC. VEGETATION PROVIDES THE W LIME AND FERTILIZER MOST PRACTICAL METHOD OF MST CONTROL TEMPORARY SEEDING SHALL BE AS FOLLOW: o +. a 150METRIC VI W SECTION ALL AREAS SPECIFIED TO BE SEEDED SHALL RECEIVE UME AND A RYE GRASS (ANNUAL OR PERENNIAL AT 3D,POUNDS PER ACRE (0.7 LBS / 1,000 SF) 10� a SPECIFIED AS RECHARGE BASINS SHALL RECEIVE LIME AND FERTIUZER S CERTIFIED 'AROOBTDOK' WINTER RYE (CEREAL RYE) AT 100 POUNDS PER ALAE(26 LBS / SFT o MIN, FERTIUZER AS SPECIFIED BY EROSION CONTROL MANUAL OR AS USE WINTER RYE IF SEEDING OCTOBER OR NOVEMBER. ¢ Z 2 ORDERED BY ENGINEER. --------C. MULCH, INCLUDING GRAVEL MULCH. OFFERS A FAST EFFECTIVE MEANS OF CONNOWNG DUST, n SPRAY MNEAVES - EXAMPLES OF SPRAY MNgVES FOR USE ON MINERAL SOBS ARE SHOWN IN THE W SILT FENCE DETAIL MULCHING FOLLONING TABLE-- ALL AMEALL AREAS RECEIVING SEED AND ELSEWHERE AS NOTED, SHALL BE WATER TYPE OF APPLICATION 1. WOVEN MIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH MIRE MULCHED AND ANCHORED. MATERIAL DILUTION HO= MUMS PER ACRE TES OR STAPLES. ACRYLIC IMLVAER 9:1 COURSE SPRAY 500 PLAN VIEW Z FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN MARE FENCE TIES TYPE OF SEED HYDROSFEDING OR ALTERNATE STABILIZATION LAM mu� 12.5,11 FINE SPRAY 235 SPACED EVERY 24 AT TOP AND MID SECTION. RFSN IN WATER 41 FINE SPRAY app TYPE "A' NORMAL LAWN SEEDING M WHEN ASHALL BE ) SEBY SIX TITE INCHES AND FOLDED. EACH TITHER THEY IN THE SPRING OR FALL USE A MIXTURE OF 3OX OF MERION BLUE GRASS, WATER QUALITY SHOULD BE CONSIDERED WHEN MATERIALS ARE SELECTED FDR MST CONTROL CONSTRUCTION ENTRANCE DETAIL PERFORMED AS NEEDED AND MATERIAL REMOVED 657. CREEPING RED FESCUE AND 5% REDTOP AT A RATE OF 3 LBS. MIN. 4. MAINTENANCE SHALL OVERLAPPED PER 1,000 SQUARE FEET. SPRINKLING - THE SIE MAY BE SPRAYED UNTIL THE SURFACE IS WET. THIS IS EEPECALLY EFFECTIVE WHEN 'BULGES' DEVELOP IN THE SILT FENCE ON HAUL ROADS AND ACCESS ROUTES. 1. STONE SIZE - USE 2• STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. TYPE "B" - HYDROSEED MIX "B" THE USE OF STONE FOR CONSTRUCTION ROADS IS ALSO EFFECTICE FOR DUST CONTROL 2- LENGTH - NOT LESS THAN 50 FEET. 50% TALL FESCUE20% 3. THICKNESS - NOT LESS THAN SIX (e) INCHES 15% SHEEP FESCUE BFE�EENTNES THE BARREOR N HEIGHT.MANPREESERVE DOWREN CM NS WIND BIR�RRRN KQETATEDpR�ASEjAWuA. ,9 pRACTCAL 4. WIDTH - 111fl.VE (12) FOOT MINIMUM, BUT NOT LESS TRATE THE TELL WIDTH AT POINTS 15% INTERMEDIATE WHEATGRASS 5% RED FESCUE MAINTENANCE WHERE INGRESS OR EGRESS OCCURS 59 REUBENS CANADA BLUEGRASS MAINTAIN DUST CONTROL MEASURES THROUGH DRY WEATHER FRMS UNTIL ALL DISIGRBED AREAS ARE SgMu'ffD. 5% KENTUCKY BLUEGRASS 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION TREE AND SHRUB PLANTING ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A 1. 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, 1 PART ROTTED PREVENT THE TRANSPORT OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY. ALL SEDIMENT MANURE. TRANSPORTED ONTO PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. S. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE FREE FROM ROOT INJURY AND DISEAASESE IN ANY FORM. 2. ALL PLANT MATERIAL SHALL HAVE S ROOT GROWTH AND BE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE N 3. STREET TREES SHALL NOT BE PLANTED WITHIN 10' OF A FIRE B. 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. PHOTO ELECTRIC 4. ALL EXISTING PROPOSED COLONIAL TYPE TREES SHALL REMAIN EXCEPT AS NOTED. (ROUND) POST TOP FIXTURE 5. A BRIGHTLY COLORED CONSTRUCTION FENCE SHALL BE ERECTED OEM E-IPT ALONG CONSTRUCTION CLEARING UNITS AND AROUND EXISTING TREES TO MITIGATE THE IMPACT OF COMPACTION OVER CRITICAL ROOTS INJURIES TO BARK AND LIMBS,, SPILLS OF OIL. CONCRETE OR OTHER HARMFUL CHEMICALS. Y xY Z4;4 c ' A U SLOPE OR STAKE OR NEW EMBANKMENT N T (SLOPEVARIES) NOTES: PROPOSED LIGHT POLE. BOUND MAY BALE SHAESPHFEBLACK 1. ALLPROMUST REMAIN UNTIL FIBERGLASS 1F(TUREDPOLE L/ CONTAINMENT aSEDT IAMINEN MTE T COMPLE7 1ON OF CONSTRUCTION. ANY GRADING PRUNE CANOPY (MINOR ONLY ALLOWED) DONE WITHIN THE FSNG AE7TO E o O F-S OPEY X Y S T AN E S RUBBER HOSE PROTECTION ZONES SHALL BE GONE WITH Ir MIN. CRWN2-PIR WIRE GUYS ONLY HATE TOOLS. GIME STARES FW S N FLAGGING 3'0 CEDAR STAKES 2 EXISTING TREES TO REMAIN N SHALL BE WAKED a METED 100' APART PROTECTED YTIT A MINIMUM B'xB' ENCLOSURE END MD. MIBEDDING DETAIL BOUND HAY BALESCONSiRUClED AS PER THE ABOVE DETAIL @ TO FACE OF CURB P A T1 A woDD sxow INSTALLED PLAN uaD ON CONTOURS FENCE TO BE NS AI I m OF BEHIND CURB) AT A DISTANCE IN FEET FROM THE TREE ANGLE FIRST STAKE TOWARD, EQUAL TO THE DIAMETER OF THE TRUNK IN PREVIOUSLY LAID BALE INCHES, MEASURED TWELVE (12) INCHES FROM WINE HOLE-\ GRADE. BOUND HAY BALE 2'x6• PRESSURE Y x 2' WOODEN \ \ E TREATED RAILS (EYP) WAY STAKE OR q REBAR \ I I \ r4"x4' PRESSURE TREATED CORNER POSTS (TYP) •;, RB E p o G�ucE .'.. U 6 STREET TREES I TUBE ,t 4 o BOTANICAL NAME- ZELKOVA SERRATA (ZS) ,� CMLE ? ANCHORING DETAIL I SIZEL 2-1/Y CAL 12-14' HT. w N OPTION: BOTANICAL NAME: QUERCUS L. 12' 1 (OC) I e-0 MECHANICAL POST TREE TO BE PROTECTED STRAW BALE DIKE DETAIL SIZE: 2-1/2' CAL. 12'-14' HT. - BOTANICAL NAME- ACER RUBRUM (AR) PROFILE CONCRETE EMMEDMENT 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR THE CONTOUR AND IN A SIRE- 2-1/2" CAL 12-14' HT. 2'z6' PRESSURE (1-4 NG ROTO) ABUTTING THE ADJACENT BATES ROW WITH ENDS TIGHTLY o TREATED RAILS 2 EACH BALE SHALL BE EMBEDDED IN THE SOL A MINIMUM OF FOUR (4) INCHES AND PLACED SO THE r (T"') STREET LIGHTING DETAIL BINDINGS ARE HORIZONTAL BURLAP TO REMAIN ( ) /�6 CONDUCTORS WITi 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY OTHER TWO (2) STAKES OR RE-BARS DRIVEN THROUGH E COMPACTED BACKFILL 1. UNDERGROUND CABLE - 2 46 GROUND XLP/USE. THE BALE THE FIRST STAKE IN EACHBALE SHALL BE DRIVEN TOWARD THE PREVIOUSLY LAID BALE AT AN BACKFIMIN. 4' HIGH WOOD ANGLETO FORCE THE BALES TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE, MUL LL SNOW FENCE TO BE 2 1 1/4" GALVANIZED CONDUIT TO BE FURNISHED AND INSTALLED UNDERNEATH DRIVEWAY AND EXTEND 1' 4' NT SAUCE BARK 4x4" PRESSURE STAKED EVERY B' BEYOND EACH EDGE OF DRIVEWAY. A INSPECTION SHALL BE FREQUENT AND REPAIR/REPLACEMENT SHALL BE MME AS REQUIRED. PLANT SAUCER TREATED CORNER O.C. POSTS (TYP) 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS 50 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. 1.PROPOSED TREES SHALL BE PLANTED IN ACCORDANCE WETH TOWN SPECIFICATIONS, ' 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK AND COSTS INVOLVED IN THE CONSTRUCTION 5 ET BEHIND SIDEWALK `T A MAXIMUM SPACING OF 40 Ff. TREES SHALL BE 'W THE REspoxslelUTY OF THEE INDIVIDUAL HOMEOWNER. OF STREET LIGHT POLES, WIRING AND APPURTENANCES AS REQUIRED. THE CONTRACTOR SHALL NOTIFY -7 2.PROPOSED TREES SHALL BE PLANTED ON AN ALTERNATING BASIS, AS SHOWN ON PLAN VIEW THE TOWN (48) HOURS PRIOR TO CONSTRUCTION, SO THAT A TOWN UGH71NG INSPECTOR CAN BE MADE s° AVAILABLE FOR FIELD INSPECTION. J THE ALIGNMENT PLAN, TO MINIMIZE THE POTENTIAL SPREAD OF SPECIES-SPECIFIC TREE PROTECTION DETAIL 6. CURRENT TOWN LIGHTING DESIGN CRITERIA WITH SPECIFICATIONS FOR TIES OF POLES, STREET -I o DISEASES AND TO AVOID MONOCULTURE. UGHTING LUMINAIRES (FIXTURES), CABLE AND CONDUIT, ELECTRIC SERVICE CONNECTIONS, ETC. MUST BE a ADHERED TO AND UTILIZED. THE CONTRACTOR SHALL CONTACT THE TOWN FOR THE MOST CURRENT a SPECIFICATIONS AND DESIGN CRITERIA. e nE82 SOUTHWOLD MANOR ■ s�GGOFcF` y CONSTRUCTION DETAILS ■ ■ RMS ENGINEERING y SITUATED AT ; °Y''r a APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT d RITA COHEN ■ ■ ■ Robinson, Muller & Schiavone Engineers, PC '''�>`°' SILT ,�� SOUTHOLD 868 OLD COUNTRY ROAD, SUITE 801 68866 MAIN ROAD �`kYwoNn�E�G GARDEN CITY, NY 11530 SOUTHOLD. NY 11871 N OWN. BY: CHK'D, BY: SCALE: SHEET: E z. 0.17.oa GENERAL REVISION MALA GJs TOWN OF SOUTHOLD, SUFFOLK (COUNTY, NEW YORK MALA GJS NTS = 355 New York Avenue, Huntington, New York 11743 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MALA GJS g Gregg J. 3ChIflYOne, PE DATE: DATE: JOB NO.: E No. DATE REVISION DESCRIPTION BY CH'D Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY Stete License No. 76887 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 SP - 13 07.10.08 07.20.08 2005-195 BILCO DOOR SHOWN IN OPEN2B' MIN WATER CONCRETE DOLLAR 4 l POSITION } MAIN TO BE POURED IM 'I 70P SLAB HYDRANT GATE WATER DISTRIBUTION SYSTEM NOTES FINISHED GRADE ° o c .��. 2' CLEAR •e ti"' A I G 8o j i 0 iP i. �6J � ^� F#04 3'S O 2'-0' O.C. - VERT. P 1. 4' DIAMETER OR LARGER WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE DT-201 NOTES o MANUFACTURED BY US PIPE OR GRIFFIN Y o 'S O 12. O.C. - HOFtIL 1'+1 3/4• STEEL 2 GATE VALVES SHALL BE RESILIENT WEDGE VALVES MANUFACTURED BY GENERAL INFORMATION 0 CKLE RODS MUELLER COMPANY 3. WATER MAINS AND SEANCE LINES ARE TO BE LOCATED AN MINIMUM FOR VAULT CONSTRUCTION INLET 51 - - E mN WRET SIDE HYDRANT OF (10) TEN FEET FROM ANY STRUCTURE, INCLUDING BUILDINGS, PONDS, DRAINAGE AND SANITARY STRUCTURES. 1. CONCRETE: 4,000 R&I. AT 28 DAYS. 1,2• TWO 2 1/2'4 HOSE N022LES 2 REINFORCING. A51M A-615 - GRADE 40. SEE VAULTS BY-PASS M PIPING NOTES 3,4,7 & 10 4. PIPE TSTA INSTALLATION SHALL U I ACCORDANCE WTHMAI AVMA STANDARD C 800 'INSTALLATION OF DUCTILE IRON WATER MAINS AND THEIR 3. WELDED LURE FABRIC: ASM A-82 & A-0.5. 'm . . ONE { 1/YOU APPURTENANCES• LATEST EDITION. PIPE SHALL BE WD STRAIGHT WITH NO 4. ALL FORMS TO BE GREG PRIOR TO POUR AND REMOVED. FINISHED WALLS TO HAVE CLEAN PUMPERNO 2 3/4' DEFLECTIONS AT JOINTS AND NO DEFLECTION OF PIPE SURFACES AND FREE OF ANY SPLINTERS AND PROTRUSIONS. -18' 1: FOOTING 5. TUE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION AND EEVA- S. FOOTING POUR TO BE SEPARATE FROM WALL POUR \ FACE OF CURB 7/8' ALUM. STEP-ALCOR /160278 6' COARSE GRAVEL FILL TION OF EXISTING UTILITIES BY FIELD INVESTIGATION. THE ENGINEER 6. ALL UFRNG HOLES TO BE PROPERLY MORTARED FLUSH TO WALLS COPOLYMER PLASTIC MANHOLE (APPROX. 1' - 1 1/2' IN SIZE) �GA.ST IRON SHALL BE NOTIFIED OF ANY CONFLICT BETWEEN EXISTING STEP rPS2-PF (MA INDUSTRIES) VALVE BOX UTILITIES AND PROPOSED WORK. 7. MA INDUSTRIES, INC. COPOLYMER POLYPROPYLENE PLASTIC MANHOLE STEP IPSZ-PF. A THRUST BLOCK B. THE CONTRACTOR SHALL NOTIFY THE ENGINEER AND WATER DEPARTMENT (DETAIL NOT SHOWN). ELEVATION AREA ONLY a M HOURS IN ADVANCE B CONSTRUCTION IN ORDER TO SCHEDULE B. ABILCOLUMINUM, HATCH SHALL AL AS PER WATER D OPEN (J SINGER LEAF, CHANNEL FRAME, A • THE REWIRED FIELD OBSERVATIONS. ALUMINUM, MODEL J-Al, AUTOMATIC HOLO OPEN AND OPERATING ARM, OR EQUAL) THRUST BLOrX A i. �i�i"� •�GATE OR IS RESPONSIBLE FON THE FOLLOWING IF REWIRED: VAULT AND BY-PASS PIPING NOTES HYDRANT GRAIN , VALVE•• A TWO 3/4 SYS 7. THE CONTRACT A. FURNISHING ALL LABOR, MATERIALS, AND EQUIPMENT FOR DEWATERING IMEHI RTW ER SHA RODS LOOOSOSE ROCKS B. OBTAINING DESIGN SERVICES, APPROVALS, AND PERMITS. & GRAVEL C. PERFORMING AND MAINTAINING DEWATERING OPERATION. 1. VAULT. VAULT PIPING AND BY-PASS TO BE INSTALLED BY OWNER AS SHOWN (SEE D. REMOVAL AND REACTIVATION OF OPERATIONS AND FACILITIES AT TYPICAL VAULT AND BY-PASS PIPING) COMPLETION OF PROJECT. Y-0' FIRE HYDRANT DETAIL E ALL THE COSTS RELATING TO THE DESIGN, APPROVAL, 2 ALL MECHANICAL JOINT BENDS AND FITTINGS MUST BE RETAINED WITH RETAINING INSTALLATION, OPERATION. AND REMOVAL FOR DEWATERING GLANDS. THREADED BOGGING AND SUFFICIENT BLOCKING. OPERATIONS4'-5' 30' x 36' OPETING IN TOP BECTON NOTES: 1. CONTRACTOR TO VERIFY THREAD TYPE & ALL PIPING MUST BE DUCTILE IRON CLASS 52 PIPING (LOOgNG DOWN ! SHOWING STEPS) TO WITH LOCAL FIRE DISTRICT AND WATER DISTRICT Q MATERIAL REQUIREMENTS FOR INSTALLATION OF WATER MAINS BE CENTERED IN 46' x 53' TOP 4. INLET AND REDUCTION VALVES. PWS PIPING BETWEEN VALVES. MUST EQUAL SITE OF TEPS CONCRETE SECTION A. CLASS 52 DUCTILE IRON WATER MAIN (2- AN AND LARGER). METER. T REDUCTION E REQUIRED. OWNER IS RESPONSIBLE FOR SUPPLYING r -V---- -- B. TYPE 'SL COPPER ON SERVICE LINES (2' AND UNDER. ADEQUATE SPACE SAVER FLANGES TO ACCOMMODATE METER. NEPER SIZE IS TO BE C. SOLD) SLEEVES COUPLINGS (NO WRAPAROUND TYPES). DETERMINED BY THE TOWN OF PoVFAHEAD WATER DSiRICT. D. FULL BODIED FITRNGS 5. ALL VALVES 70 OPEN COUNTERCLOCKWISE (RIGHT HANDED VALVES). O DOOR IN DEN POSITION E UNDERGROUND CLAMPS. I 6. (HINGED THIS SIDE) _ F. TIE RODS. BY-PASS PIPING CAN BE ON ETHER 910E OF VAULT DEPENDING ON FIELD6 CONDITIONS. THRUST 1Y Uxonl G. DUC LUGS. I i I DDO M61.I^ H. POURED CONCRETE THRUST BLOCKS AT ALL PIPE BENDS. 7, INLET AND OUTLET VALVES TO BE LIN LINE WITH EACH 07HER AND AT THE SAME _ L EDDY OR MUELLER TYPE FIRE HYDRANTS. ELEVATION AS WNDOW9 IN VAULT. IN ADDITION, PIPING MUST BE CENTERED THROUGH 1a CONMEIE COLLAR HNGE J. BUTTERFLY VALVES (12' AND OVER WATER MAIN SIZE). EIGHTEEN (1B7 INCH SQUARE WINDOW. * TO BE POURED K, GATE VALVES (UNDER 12' WATER MAIN SIZE) MUELLER RESELANT WEDGE TYPE6 A FOUR (4') INCH BY-PASS LULL BE INSTALLED m W A FOUR (4') INCH SERVICE WIN IVF SLAB € F'T 5 hm 9. AFTER P AND CE PIPING BOTH WIND METER VAULT, THE OWNER 19 REQUIRED 70 UNDISTURBED FD BRICK IN AND CEMENT BOH UGH MS OF VAULT. I I EARTH mfg^ STEPS -F SECTION PLAN L _ TESTING oFTINGHANDLES IS ao- " >� ---� MINIMUM THRUST BLOCKING BEARING AREAS laa 4 e PIPE DEAD END OR 90' BEND 45' BEND 22+/+' BEND 11 ,14- SEND 1. ALL WATER MANS SHALL BE DISINFECTED AND PRESSURE TESTED IN FOOLING 1O I DIAMETER TEES Sq. Ft S. Ft Sq. Ft Sq. FL Sq. Ft ACCORDANCE E CO TRAC STANDARD NOTIFY LATEST EER 48 PRIOR 3' 1.0 1.0 1.0 7.0 1.0 TO USE THE CONTRACTOR SHALL NOTIFY THE ENGINEER 48 HOURS TOP SLAB DETAIL 4 1.0 7.5 1.0 1.0 1.0 6. 20 3.0 20 7.5 1.0 PRIOR TO THE COMMENCEMENT OF WATERMAIN TESTING. 8' 4.0 5.5 3.0 1.5 1.0 2 WATER MAINS SHALL BE FLUSHED AND FILLED WIN A CHLORINE SOLUTION 10' 6.0 6.5 4.5 25 1.0 COMPRISED OF A MINIMUM OF 50 PPM AVAILABLE CHLORINE AND AL- LOWED TO STAND FOR 24 HOURS. VALVES SHALL BE OPERATED WNDOW OPENING 14' 15.0 22.0 120 5.0 2.0 WRING THIS PERIOD. HEAVILY CHLORINATED WATER SHALL BE 16' 1 22.0 12.0 6.0 3.0 FLUSHED FROM THE MAINS PRIOR TO BACTERIOLOGICAL TESTING. 4 18' 15.&0 0 220 120 6.0 4.0 BACTERIOLOGICAL TESTING SHALL BE IN ACCORDANCE WIN AWA BEARING AREA - BEARING WDTH X BEARING LENGTH C-651-86. SAMPLES SHALL BE TAKEN IN ACCORDANCE WITH NODHS NON-TRAFFIC AREA ONLY REQUIREMENTS OF AT LEAST ONE SAMPLE PER 1,000 LF OR PORTION THEREOF OF WATER MAIN OR AS DIRECTED BY THE NCOHS REHIESEN- AS VIEWED FROM STREET TATIVES. THRUST BLOCK DETAIL NOTES 1. THRUST BLOCKS TO BEAR ON UNDISTURBED SOL 2 ALL CONCRETE SHALL BE 4,000 PSI AT 28 DAYS 7'-0' AND HAVE THE FOLLOWING BEARING AREAS BASED T-10' ON THE ANGLE OF THE PIPE 6•I 6•-0• 6• -ifi5.-2. -14,_ ' 18' m m PROPOSED 4' SINGLE REGISTERHIGH PERFORMANCE (SRH) COMPOUND WATER METER (TR/PL MXU IN 2' COV. 1000 GAL) AS MANUFACTURED BY INV7ESYS I 3 LOOPS f4 BARS SYSTEMS OR APPROVED EQUAL I I13 3/4' I I O 6' at E 4' VALVE & BOX 4' VALVE ! BOX (SEE NOTE 4 ! 7) 6' ^(SEE N07E 4 & 7) 'R s° Al E c 5•_6. V-6. M 0 r I 2' COV. PIH n 4' x 4' TEE Y I I FOOTING IE 4' x 4' TEE (SEE NOTE 9) L__---__J (SEE NOTE 9) m m 0 n VAULT WALL DETAIL VAULT FOOTING DETAIL 8-0' MIN. � N Ti a E 3 90' BEND (S � 0 ($EE NOTE 9) N 4' VALVE ! BOX 4' METER VAULT DETAIL e 90' BEND (SEE NOTE B) 4' VAULT AND BY-PASS PIPING DETAIL o I e U ■ ■ ■ S�S�oFIJ SOUTHWOLD MANOR CONSTRUCTION DETAILS 5 G .SC ■ ■ RMS ENGINEERINGG ,, m 2 .; SITUATED AT APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN SOUTHOLD 868 OLD COUNTRY ROAD, SUITE 901 68656 MAIN ROAD SFOp (ic#76009 ,�� GARDEN CITY, NY 11630 SOUTHOLD, NY 11971 ■ ■ ■ Robinson, Muller & Schiavone Engineers, PC ROEESSIONP�' OWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS NTS E 2. 10.17.08 GENERAL REVISION MKA GJS 355 New York Avenue, Huntington, New York 11743 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS Gregg J. Schlavone, PE DATE: DATE: JOB NO.: SP - 14 No. DATE REVISION DESCRIPTION BY f MD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License No. 70387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 07.10.08 07.20.08 2005-195 S.C.T.M. NO. 1000-63-03-16 LAND NOW OR FORMERLY OF S.C.T.M. NO. 1000-63-03-17.2 VALERIE M. SCOPAZ LAND NOW OR FORMERLY OF �Nn ADDRESS: 55755 ROUTE 25 S.C.LM. NO. 1000-63-03-17,4 ANTHONY ZUSTONCH o SOUTHOLD, NY B 11971 10 LANG NOW OR FORMERLY OF ADDRESS: 56815 ROUTE 25 WNCENT DOLOMITE k REANA DOLOMITE SOU ZONE: R80NY 11971 0 USE: SFR i ADDRESS: 5GB61 ROUTE 25 iR USE: SFR S.C.LM, NO. 1000-63-D3-17.3 SOUTHOLD, NY 11971 LAND NOW OR FORMERLY OF ZONE: PRO ANTHONY FORGIONE USE SFR LCONCRZM �ADDRESS: 56615 ROUTE 25 h.d'SOUTHOLD, NY 11971 °ZONE: RED 507'44'40"E uses R " 622.78' ° f m r 507'38'10"E c __________ __ - - --- - ----------------- --- --------_ - --- ---- M--= ISM ------ --- -- ---- -- ---- - -- -- ------ - --- ---- " --- Iti°v ./' -- e.II --- - -- "tivgy -ram � I�_._LL --- ---- - UA 1l 1 UNIT'3B UNIT AFFORDABLE RIM UNIT!A' Q "E "mx kT 1 CHICUNIT'3B' O - _ AREA 11 �` UILDING A-f _ COWERED PORCH ,J3 o Z a N BUILDING C-1 UNT'2A' o e Q 11 ll BUILDING C BU iDINGA-2 UNIT'ze' 1 UNIT'2S11WALNUT O - 1 P00[ UNIT'3A' @' 26'WAW V 1 11 O VNIT98' 1 '0UNITYA' - ` 0. 0 0.3 0.6 1.6 v 2.1 1.9 2.0 1.1 0.4 z 0.1 0.0 0.0 0 1 p UNIT 7W0 .00.0 a 20.30.60.70.50.80.60.60.60.4 .2 .1 0.1 0. o 1 0.1 0.1 0.00,0 0. ^qy 1.4 0.3 0. 0.1 0.0 0.0 y O N l 0.3 D.] 0.9 D.7 0.5 0.1 0.0 0. - 0 0. .0 0.0 0.0 0.0 0.0 V' . [ - --- - g S P Z m 1 L_- --__-_ _ 1H. WAUNURG 0.3 0.9 2.2 .7 1.3 0.1 0.0 0. 0.0 0.0 0.0 0.0 0.0 0.0 JAO� 0 0 AMENITIES . ..._ :... _ ._ . , i home ,19 prom �. 0. a.o D.o 0.0 0.3 0.7 z.s z.s 1.705 0.10. 0.00. � �O.D 0.0 0.0 o.o w z 1 ll BUIIDIN6 D.o D.o .0 0.0 0.0 0.0 0. 0.0 0. 0.3 1.0 2.6 MIs z.e o e 0.1 0. a.o o. o.a o.o o.o t .2 0.4 1.0 1.8 1.6 2.0 1.6 1.6 0.9 0.a o. 0.1 0.0 0.0 0.0 04 0.0 D,� 2 0.3 o.s D.J o.fi D.e a.s o.6 o.s o.a- z .1 0.1 a.o 0.0 0-�i 0 178. 0. :044 0 W 1 2,246 Sf Jl O O ... ., .0 0.0 0.0 0.0 0. 0.0 0.3 0.7 2.6 2.5 1.6 D 0 0.1 0. 0.0 0. 0.0 0.0 0.1 0.1 .2 0.4 0.6 0.6 0.5 0.7 0.4 0.6 0.5 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.1 0.1 0.3 4 s 0.0 0.0 0.3 0.9 20 1.5 1.1 0 0.1 0.0 0. 0.0 0 "• - - ' ' '' - - I I oc �y rym ° w pN l D. 0.0 0.0 .0 0.0 0. p.p 0.3 0.7 0.8 0. 0.1 0.0 0. ' .0 I W W0 ` 0.0 0.0 0.0 0.0 0 0. .D - .2 0,4 0. O.l 0.0 0.0 00 O.t O.t .t } 0.2 0 Od 04 0.0 0.0 0. � .D p LANG NOW OR FORMERLY 1 / S.G.T.M. N0. R FORMERLY O4 / 0.1 0.0 0.0 0.0 ems' I 1n ADDRESS: M475seais RoOMAAUME zs I UNIT 3A' UNIT'lB' UNIT'3A' UNIT'IB' I 9p saumaLn, NY nwt 1 USE: 86SNESS \ I 8E 1 UILDING 8-f i BUIL/DTNGA-3s UNIT'28' BUILDING A-4 BUILDING C-3 ) i .o �1 ) 11 2.1 z �:n, 1.1 1 11 0' ,x;5NUNIT3UNIT YA' UNIT 3UsQ O LANDMNOW OR FORMERLY OF / l I JAET L. RYAN V) ADDRESS:56365 ROUTE 25 ---- j I ^ SOUTHOLD, NY 11971 / ----- - - - _-- - - DO USE: SFR _ ---- - - - _----__-.-- ----------- 0 HE 11 // ---------------- - ---- --------------------------___ -_ - I N - -- J - zo'smAMane `-g 9 ) > 616.57' 1 :05'30'50"W o p 1 l UR N lD N S.C.T.M. NO. 10OD-63-03-12 Til 1 ` 1 LAND NOW OR FORMERLY OF S.C.TM. NO. 1000-6}03-28.1 PILUES SREALTY HOMING LAND NOW OR FORMERLY OFLES ADDRESS: SOUT6 5 ROOM 25 I �L CHARW. W ME ADDRESS: 56215 ROUTE 25 ZONE: HE U.S.ARCHITECTURAL LIGHTING SOU NY USE AUTO REPAIR 1 Applications Department SOUTHOLD, 11971 HB \ N05'30'50"W USE: STORAGE 660 West Avenue 0 51.34' \ Palmdale,CA.93551 (661)-233-2000, Fax:(661}233-2001 T \ E EMAIL:appllcati0ns aQusaltg.c0m 8015SEAU AVENUE (TOWN OF SOUTHOLD - 66' WIDE) DATA SUMMARY NUMERIC SUMMARY rz r1 PROJECT: ALL PROJECTS LABEL AVG 1 MAX MIN AVG MAX MIN 0 ROADWAY 0.40 3.7 0.0 MIN 0.00 0.00 LIGHTING SCHEDULE E MANUFACTURER / BOF TYPE SYMBOL CATALOG It DESCRIPTION LAMP DESCRIPTION LLF TYPE SUN VALLEY POLE MOUNTED, 14'0' ABOVE GRADE. 175 WATTEDO7 �( UGNTNG TYPE III HORIZONTAL SEGMENTED m S3 �( CLEAR METAL HALIDE 0.72 5 TOT. LCT-HR-I11-175MH REFLECTOR, SINGLE LUMINAIRE POLE. 14,000 INITIAL LUMENS ORIENT AS SHOWN IN PLAN. n_ NOTES: a 1. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR RENEW AND APPROVAL BY OWNER AND ENGINEER PRIOR TO ORDERING/PURCHASING 9 LIGHT POLES AND FlXIURES. 1 1 I a THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS DATED FEBRUARY 15, 2006 ■ ■ ■ SOUTHWOLD MANOR 5P�`�°FSH, PHOTOMETRIC PLAN ■ ■ RMS ENGINEERING2 SITUATED AT i.,_ _' m + APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT 8 RITA COHEN 9 ■ . ■ Robinson, Muller & Schiavone Engineers, PV r�q �', d �_� SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 301 58655 MAIN ROAD y� soot GARDEN CITY, NY 11580 SOUTHOLD, NY 11371 OWN. BY: CHK'D. BY: SCALE: SHEET: a 2. 10.17.08 GENERAL REVISION MKA GJs TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA GJS 1' 40' E 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington, New York 11743 Gregg J. Schlavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 DATE: DATE: JOB No.: S P -15 NO. DATE REVISION DESCRIPTION BY CTPD Phone 631-271-0576 Fax 631-271-0592 www.rmsengineering.com NY State License N0. 76387 Q],iQ,Q$ Q],20,Qa 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 NUMBER OF UNITS PER TYPE "A" BUILDING 3 UNITS PER BUILDING TOTAL LOT AREA 294,202 SF NUMBER OF ACCESSORY APARTMENTS PER 0 ACCESSORY APARTMENTS PER BUILDING TOTAL FOOTPRINT FOR ALL FOUR (4) TYPE "A" BUILDINGS 30,780 SF APPLICANT: EAST END RESOURCES, LLC TYPE "A" BUILDING TOTAL FOOTPRINT FOR ALL ONE 1 TYPE "B" BUILDINGS 7,573 SF ZONING DESIGNATION: HAMLET BUSINESS (HB) ()3) SITE: 56655 MAIN ROAD, SOUTHOLD, NEW YORK TOTAL FOOTPRINT 7,695 SF PER BUILDING TOTAL FOOTPRINT FOR ALL THREE 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 fA UNIT 2A UNIT 3A • A COMMUNITY CLUBHOUSE AND MEETING PLACE NUMBER OF BEDROOMS 3 3 3 • A SWIMMING POOL FIRST FLOOR LIVING SPACE 1,542 SF 1,537 SF 1,542 SF YIELD PLAN /DENSITY SECOND FLOOR LIVING SPACE 892 SF 890 SF 892 SF TOTAL LIVING SPACE 2,434 SF 2,427 SF 2,434 SF GARAGE SF 324 SF 455 SF BULK REQUIREMENTS: ROOFED DECK SPACE455111 455 SF 144 SF 246 SF TOTAL LOT AREA 294,202 SF UNROOFED DECK AREA 377 SF 536 SF 438 SF TOTAL BUILDABLE LAND AREA 294,202 SF (NO APPLICABLE DEDUCTIONS) HAMLET BUSINESS ZONING DISTRICT - HB DISTRICT REG PROPOSED CODE COMPLIANT TOTAL UNIT SQUARE FOOTAGE 2,889 SF 2,751 SF 2,889 SF TOTAL LOTS PURSUANT TO YIELD MAP 24 LOTS TOTAL PERMITTED UNITS 48 UNITS MINIMUM LOT SIZE 10,000 SF 294,202 SF YES (ONE UNIT AND (WITH COMMUNITY WATER AND SEWER) PER PERMISSIBLE LOT) APARTMENT T) MINIMUM LOT WIDTH 60 FT 415.71 FT YES BUILDING TYPE "B" GAMBREL ROOFLINE PROPOSED NUMBER OF UNITS 27 ( � (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 SETBACK15 FT 25 FT .�S 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 ROOFLINEj PER DWELLING UNIT SIZE AND SQUARE FOOTAGE UNIT 18 UNIT 2B UNIT 38 MAXIMUM LOT COVERAGE 25% 23.49% 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 2,510 SF 2,375 SF 2,510 SF GARAGE 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) (19'-2" x 2 = 38,-4") 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 SIZE AND SQUARE FOOTAGE UNIT 1C UNIT 2C UNIT 3C THE SUBJECT PROPERTY) EAST PROPERTY LINE) NUMBER OF BEDROOMS 3 2 3 ACREAGE OF BUFFER 14,000 SF 61,085 SF (1.40 Ac) - YES 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 2,510 SF 2,375 SF 2,510 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 DISTRICPROPCODE COMPLIANT TOTAL UNIT SQUARE FOOTAGE 2,958 SF 2,700 SF 2,958 SF T REOUIREO OSED (MULTIPLE DWELLING/ TOWNHOUSE) PARKING SPACES PER UNIT 2.25 PARKING SPACES 58 PARKING SPACES YES AFFORDABLE HOUSING BUILDING (MULTIPLE DWELLING WITH 3 BEDROOMS) PER UNIT x 21 UNITS = 47.25 PARKING SPACES No. OF AFFORDABLE UNITS 3 UNITS PARKING SPACES PER UNIT 2.0 PARKING SPACES 10 PARKING SPACES YES FIRST FLOOR 2,077 SF (MULTIPLE DWELLING WITH 2 BEDROOMS) PER UNIT X 5 UNITS 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 UNITS WITHIN AFFORDABLE HOUSING BUILDING GUEST PARKING SPACES 0 PARKING SPACES 10 PARKING SPACES YES 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 r -_ 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 --- - I (INCLUDING BUILDING, DECKS AND POOL) FEB 2 4 2009 t 3 � ■ ■ ■ %°FNE ' SOUTHWOLD MANOR SITE INFORMATION , BULK TABLE 8c ■ ■ RMS ENIGNEERNG ` " JQG9 YIELD PLAN ' "� SITUATED AT • ��" � APPLICANT: EAST END RESOURCES, LLC OWNER; ALBERT & RITA COHEN ■ ■ ■ Robinson , Muller & Schiavone Engineers , PC ' N `io'60 `mow SOUTHOLD 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD GARDEN CITY, NY 11530 SOUTHOLD, NY 11971 3. 02.19.09 GENERAL REVISION MM j DWN. BY: CHK'D. BY: SCALE: SHEET: TOWN OF SOUTHOLD, SUFFOLK COUNTY NEW YORK NTS 2. 10.17.08 GENERAL REVISION KAWGI G ' MKA GJS1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS KA 355 New York Avenue, Huntington, New York 11743 Gregg J. Schiavone, PE DATE: DATE: JOB No.: SP - 2 No. DATE REVISION DESCRIPTION BY Phone 631 - 271 -0576 Fax 631 - 271 -0592 www.rmsen ineerin . com NY State License No. 76387 SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 9 g 07.10.08 07.20.08 2005-195 S.C.T.M. NO. 1000-63-03-16 LAND NOW OR FORMERLY OF S.C.T.M. NO, 1000-63-03-17.2 VALERIE M. SCOPAZ LAND NOW OR FORMERLY OF@@YS� ADDRESS: 55755 ROUTE 25 - S.C.T.M. N0. 1000-83-03-1].4 ANTHONY ZUSTOMCH @ SOUTHOLD, NY 11971 b LAPID NOW OR FORMERLY OF ADDRESS: 55815 ROUT 25 S ZONE: HB 1 VINCENT DOLOMITE h ILEANA DOLOMITE SOUTHOLD, NY 11971 EXISIING GARAGE TO BE USED USE SFR ZONE: RBO ADDRESS: LD, N ROUTE 25 USE: SFR FOR NNNTENANCE AND SOUTHOLD, NY 11971 STORAGE. S.C.T.M. NO.NOW 1000-63-03-17.3 ZONE: PBD PROPOSED D e'-0' HIGH GREEN —I LAND NOW OR FORMERLY OF PROPOSED RMW PRIVATE USE: SFR MNYL COALED CHAIN UNK FENCE �° ° 1 ANTHONY 15 ROUT NE DRIVEWAY. (TYP) WITH SLATS. (TYP) 1 ¢q h.dp. my ADDRESS: LD. N ROUTE 25 a 35' a°k 310.00' F� SOUTHOLD. NY 11971 USE: ROO SFR PROPOSED 15' WDE BUFFER CONCRETE AREA. (ITP) M NUMENT ! $0744'40' E °\ MUU--DEPFH ASPHALT 622.78' — ° oa te' - - - - -- - - - -- - - ---- --- 24' WATR AND RROPOPIAWCUPLCEAA)SPHALT SECTION AS AS E 50738'10"E \ � g - - - - - - - - - - - - - ""° . -II-- - - - --- REQUIRED. IYP - ------ - --- - - - - - - -- — — — — — —— - - - — O •: -- - -- -- ; ® ' affordable housin \ PRaFos6D waaD DECK, UNIT '3B' °rcM' � g• O N Cn \ \ REFER TO ARCHITECTS 4 .V ]e4 �UNIT 1A' 3 UNITS LLJ PICNIC PLANS. (TYP) UNIT 38' UNIT '1A' AREA UILDING 1 ®., C°VEREO PORCH iL5 22.]' W ` z O \ 1\ tk u.o' xz.9• Q � \ \ UILDI c— BUILDING o BUILDING �Pq ® ' (n rg UNIT '2A' NIT '2B' d UNIT '3A' �yJ r \ O 8 8 E= 2e° WALNUTPOOZ PROPOSED POOL AND ENCLOSURE \ \ •`. REFER TO ARCHITECTS PLANS FOR \ �� UNIT iB' FURTHER INFORMATION. (TTP) UNIT '113' " UNIT ,3A' P ''o, .' o, i% 2 Z EXISTING UPOLE TO BE J REMOVED ANDND RELOCATED BEHIND \ PROPWED AC 9 h p + ".• OORDINATE THE RELOCAIION • Op. ,�,Y� PROPOSED CURB. CONTRACTOR / \ UNIT. (TYP)� y �N PROPOSED fi' HIGH — — 2 Z W THE POLE AND WIRES DIRECTLY q� 1 CONCRETE CURB. (ITP) - —— ——— — ——— —— PATH UTILITY COMPANY. \ > \\ m •r N ' t4.o' PROPOSED 51PEEF A. �— �, te' WAINu p p y tQ \ ., 6 �'.`.. UGHT• (TYP) q / - - - - -- - - - - - ID-] Z \ \ 2 star 4$S. W2O0. " r,.. , n. is i..d\. . ., .d•.... a.. +: W Z : , ...>,`.: ). >. ..:, ..d,..,�.illy .. ....^. : a .'i.,S, +i": '; , Im �I Q W {1 \ AUILDIING 3J'0' x �/ 0 178. 0 NO4'4 ' 0 IN ' ' \ \ �° M A N 0 R D� R I V E I M CONTRACTOR SHALL : ('Y \ 2,246 S P µ10d PROPOSED MASONRY GROUND ppp BULL-NOSE' PROPOSED OV`�� \\ R`tf L C:.::::"';- 'e.;.: ..:.":` W SIGN g CURB AT PROPERTY UNE. Y . . :.1. . ,.... ..,'. g dr. \ !' \ ?2a• IB, per,- O � { Oo• pQ2-� -•rte Q P'' LAND NOW OR FORMERLY OF 0 R 30.$' YO• 15.0' ELDEN h MIRELLA TOMASIC I ,I PROPOSED MFII�OXE 7YP) �q0. Ln ADDRESS: 55475 ROUTE 25 ry \ p UNIT '3A' UNIT '1B' UNIT '3A' UNIT '1B' w SOUTHOLD. NY 11971 I )S �� fp°'c c I g eBUINEUSE. BUSINESS PROPOSED BRICK PAVERS yo II ih c(�dd4 J moaw I AND 6 EPERoffEo) \ \ )fa- J P :ulc UILDING 14G ULDING 3 BUILDING —3 UNIT '23' BUILDING 4 NIT 'ze'UNIT '2A' 1I UNIT 2A I10 h' I I 113 1 \ � UNIT 35'4' UNIT '3B' � UNIT '1 A' UNIT '3B' 'I I I o S.C.T.M. NO. 1000-e3-03-13 / LAND NOW OR FORMERLY OF / \ I II JANET COO ADDRESS: W385ROUE 25 P SOUTHOLD, NY 11971 / SIGN SCHEDULE NE HE _ - - - - - - - - - — -- --- --- - - - - - - - - - - - - — - - - 00 USE-: SFR I SYMBOL I SIGN TYPE N.Y.30.0.T. PROPOSED V-0' HIGH GREEN NNY. \ // _ -- --- - - - - - - - - - - - - - — -- ----- ----I N STOP" SIGN RI-1C COATED CHAIN UNK FENCE WITH SLAYS, \ \ / / - -- ---- -- ---- -- — --- - - - -- -- --- -- �-'— b ,,,,_ xo' SYGWORE 7 (TYP) \ \I I m N Q "HANDICAP PARKING' SIGN P4-6 PROPOSED DUMPSIER ENCLOSURE. (TYP) \\ 616.57' N05'30'50"W PROPOSED 15' WIDE BUFFER 1. SIGN POST "MINUTE MAN" BREAKAWAY SYSTEM BY MARION N \ N AREA. (lYP) I STEEL COMPANY MARION, OHIO OR APPROVED EQUAL. PROPOSED WEWS/PLANS O RFURT To "O ? { ARCHIIECYS PLANS FOR FURTHER 2. 2' WIDE STOP LINES SHALL BE PAINTED AT ALL STOP INFIXtMARON. (TYP) MANS L NAMVINTER TREES TO BE S.C.T.M. N0. R FORMERLY O2 SIGNS. '9 N. (THP) ANITD TO 15' WIDE BUFFER AREA LANE NOW OR FORMERLY OF PROPOSED fi'-0' HIGH GREEN MAIL (THP) PILUESADDRESS: REALTY 5 ROUTE LLC P'7 COALED CHAIN UNK FENCE YA1N SLATS. $LAND N0. 1000-83-03-25.1 ADDRE55: 562]5 RW1E Z5 Fy') 3, ALL SIGNS SHALL HAVE A MOUNTING HEIGHT OF RADE. AS (TTP) LAND NOW OR FORMERLY OF SOUTHOLD. NY 17971 l'• MEASURED FROM BOTTOM OF SIGN TO FINISHED GRADE. CHARLES W. WROUT ZONE: HE ADDRESS: LD, N ROUTE 25 USE: AUTO REPAIR \ 4. ALL SIGNS ARE TO BE REFLECTORIZED. SOUTHOLD, NV 11971 \ USE: STORAGE \ 5. A MINIMUM OF TWO CROSS BRACES SHALL BE PROVIDED N05'30'50"W ON ALL SINGLE CHANNEL SIGNS HAVING A DIMENSION 51.34' GREATER THAN 24 INCHES. BOISSEAU AVENUE (TOWN OF SOUTHOLD — 66' WIDE) FEB 2 4 2009 I I THIS SITE PLAN IS BASED ON THE SURVEY PREPARED BY JOHN MINTO, LS DATED FEBRUARY 15, 2006 ■ ■ . SOUTHWOLD MANOR PARKING PLAN ■ ■ RMS E m��'v 1r��v, 0, SITUATED AT p /� � 'A1 ; i' "' APPLICANT: EAST END RESOURCES, LLC OWNER: ALBERT & RITA COHEN ONE Robinson , Muller O Schiavone Engineers , PC � • � . ``°J SOUTHOLD � 666 OLD COUNTRY ROAD, SUITE 901 56655 MAIN ROAD °. Y"!C' GARDEN CITY, NY 11530 SOUTHOLD, NY 11971 9ED AftCT, OWN. BY. TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK MKA cHK'D. BY: GJS SCALE: 1 " = 40' SHEET: LF 2. 10.17.08 GENERAL REVISION MKA GJS 1. 08.29.08 REVISE PLANS PER CLIENT COMMENTS MKA GJS 355 New York Avenue, Huntington , New York 11743 DATE: DATE: JOB No.: SP - 4A n Gregg J. Schiavone, PE SCTM: DISTRICT 1000, SECTION 63, BLOCK 3, LOT 15 J P — 4 /� No. DATE REVISION DESCRIPTION BY CH'D Phone 631 - 271 - 0576 Fax 631 - 271 -0592 www. rmsengineering. com NY State License No. 76387 07.10.08 07,20.0$ 2005-195 L3/2aa/06 DD BLDG'S/USE JM 00 ST. NAMES JM ]Wbr- ONp.,vDsnccrDESCRIPTION BY UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEI IS A VIOLATION OF SECTION 7209 OF THE NEW (I]RD 'STATE EDUCATION LAW. COPIES OF THIS SLI MAP NOI BEARING IHE LAND SURVE)OR'S INKED SEAL OR EMBOSSED SEAT. SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPT QUARANTEES INDICATED I-IEREON SHALL RUN 3o 2n ONLI' 10 THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANI' OnIFERNMENTAL AGEPICY AND N� �$IAN� ROAlD LOT�ON�GLARANr E°LISTED' OT TRANS AND ABLE LOoff• ]035 � $-A Y 4��r $P Toll 1 M 00. 1p00.63 p3 N„ 1J ✓�� gC. 3 i fy IF 33 ' X 31 20 ]01�] �r.�'- XJL05 F- (q _ %]I%2 �w 13,74 WOODED AREA 3026 ~r 33 x2z zn $D Z O V 0 34 S �G 7d W n,9.1 10 75 O p 0°W Xv%n } 3z 61 1°224 x]x ss x\210 / ]x45 s� 593 .12 x3169 / 3O I f STORY FRAME i X5L91 )'' /l RESIDENCE x]z x � m16o I / 48 X21.26 > x27.1, S � - WOODEDARFA x3 69 $& 12C x]119 1 / x2736 f 6CNCRAL LINL l OF ELI STORAGE / %�6, APE' I xz°.ot l ( � / ) XR]30 �I4e, $9 X3133 h / / %x8,11 n Z I xm 61 / Xz%4e WOODED AREA % X27 51 a y o Z p V $9 ))l 30 23 O O O O 29 / 28 1 3 m w ) O X27.00 111 N. 1 X301] A/ C /� �c AREA ,= 294? ^/0L ✓0.l�TI • a� %2769 'Tp OR 6. 75 ACRES X36 11 Ill X36]I // %x956 %x66] N m / N O H 1 STORY FRAME o m ^mr RESIDENCE 301 W X26 B4 27 1 Xz992 X2956 �� x27%1 x9.45 y 1 X2621 %xfi,6fi '.Incl aJu SII- _- I'w \ IINL WOODED AREA S.C.T.M. NO. 1000-63-03- a z FF.... I x?92. IY X28.59 X915 %26%I 1/.2 23 T C 2 p I STORY METAL 7 28 2561 26 z a o BUILDING - BOAT �9 m STORAGES REPAIR �� X26n4po M-6-rRiE cENran( 'NE ) x28 Bn ONmoal OF 60AT ]III LOU ) 1 n AREA x9.°6 I x26 x5 A I I -o—�—a ! 1- ✓—r - /1 uImNN�iati Fcma � / n_'vlCr � � O GRASS AREA _ _ � '--� PINU POs13 %x621 vnln nE WOODED AREA � �� 5 x2615 j 2787 / X26,3e x---zeal xz62x f 57ORYMETAL 9 FRAME \ X22 116 21 z BUILDING - BOAT \ c x26'6 n STORAGE S REPAIR y o x25,% / STORY FRAME - p x]5°° GARAGE - � %IDJe N21 11 ) Pl. x2656 cnNlara 2e-- � m 28 3� 38 � wN 26 .6e� 'S FRAMEII 1 STORY FRAME INTI OPI ( = " bs- b BARN �r.. — ° 6] �� GARAGE c I v t x I - fa tp�ei 1 O (� z5fi% 5 s D.A` 0.10 103.00 Po.m,r,1 0 ' 155 2453 X SHC11 f.0 I/,LUG 1 osPM1oll i Lumr I6' wera J I, 6r¢M1 1. 1 a 9 1 11 � 585°14'40' "L,�, x v X2611 / 1� SHIT m S&T5850 W RJI�IM122' wM1,l: T I !STORY a ILII6 t W b-I, - 5 C.T.M. NO. 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SC.T.M.NO. - - r-�_� 9„ru �_ 1 CI _ _6-- - 2 l __ 6.r lNa,rm x2°_59 _ x ess] pL — u62 DRIVE / o,lcr Sao_ R5�fi] —Zy - X 26]5 µNII[E!ACfR LINE 2509 1000-63-0342 '000-63-03-13 DRIVE �� 5.25 `n "f z' - pl sl x639 WAY 2STORYFRAME -- — WAY—P, z5.n_ ly' vIn wI e as e. o fi 2590 °°'"" 6Du9LL lruow mnmc ants DRIVE DRIVE DRI WAY —P, -'IDG -1C-IRIFI Iwr as,61 DRIVE 259 "WES7DOUND LANE fio] ,562 , BUILDING - INN/DAY SPA WAY WAY WAY DDU9IE I'll" I"All' LI"` °n aaP cu ' 2,515 x50 1'lllliE IRAIFIL LINE 2551 1 STORY Imp c ,5 1 STORY FRAME 6.7, LANE "r°"I n1 DI, "It rz5.ns y a.rrP .-I 2 STORY FRAME BUILDING IVY 2553 EA57DOUND 2566 prry---- l Al O wart- tanrrlc ane __ 26 a4 �i 85.59 _ -_ RESIDENCE LEAGUE FLOWERS ° =DRBiN_ GOI I6RCIC v Q51% pall -- x59A Z RY MASONRY G se 66 Z n DRIVE w�I° 1 m BUILDING- VACANT 542 WAY 191.30 MAIN ROAD S&4°o4'So"w NYS ROUTE 25 TOPOGRAPHICAL SURVEY OF PROPER SITUATED IN 1 STORY FRAME BUILDINGQu u T lb o0d I STORY /C 8 N R K SURVEYING U LANG FOUNDERS POINT GALLERY BUILDING (7-1f) TOWN OF SOUTHOLD SUFFOLK COUNT N.Y. G1 SCALE �1S.C.T.40NO. 9000-63-03-95 - - FEB. TITLE r.c MOI'TGAGE SURVEYS W�xO H MIVSO9 CONFECTIONARY CORNER suSOlwslolvs 5 � _ TOPOGRAPHIC SURVEYS � 1 LANG PLANNERS a I 15 2006 snE PLANS t / i vrN 49a6e i GRAPHIC SCALE .IOLIN NAINTO, L.S. PHONE. (631) 724-4833 F O m 'u l0 66 LnYrvsE° PROrtSENNAL LAND SURVEYOR NEW YDRIC SEATE LIP ND 15866 FAX (631) 724-5455- 93 Sh1ITFITOIEN BOULEVARD 5'M1777TOIYN NY 11787 ( IN R6G'1' ) 1 moh = 40 It