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HomeMy WebLinkAboutHound Lane Restaurant Michael J. Domino, President �QF sorry Town Hall Annex John M.Bredemeyer III,Vice-President ,`QOl0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone (631) 765-1892 Greg Williams �� Fax(631) 765-6641 olyIrou BOARD OF TOWN TRUSTEES ' TOWN OF SOUTHOLD TO: Brian Cummings, Planner Planning Board FROM: Michael J. Domino, President Board of Trustees DATE: August 13, 2019 RE: Site Plan for HOUND LANE RESTAURANT 301 HOUND LANE, FISHERS ISLAND SCTM# 1000-12-1-7.1 The Board of Trustees completed a Pre-Submission Field Inspection of the,above referenced property at 1:OOPM on August 7, 2019 and determined that the proposed construction is Non-Jurisdictional. The Board of Trustees appreciates the opportunity,to review the above mentioned application. 3 Michael J. Domino, Presi ©��S11FF0(q�� Town Hall Annex John M. Bredemeyer II1,Vice-President ,,� Gym` 54375 Route 25 Glenn Goldsmith � a P.O.Box 1179 A.Nicholas Krupski Southold,NY 11971 Greg Williams ®'! Telephone(631)765-1892 Fax(631)765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD 1-7 /� q Date/Time: -,"-\ Completed in field by: Town Planning Dept. on behalf of HOUND LANE RESTAURANT requests a Pre-Submission Inspection for the proposed conversion of an existing 2,815sq.ft. building into a restaurant on the first floor, the construct of a 2,329sq.ft. second story addition for two apartments, twenty-six parking spaces and an existing 280sq.ft. accessory building to remain for dry storage all on .46 acres in the B Zoning District. Located: 301 Hound Lane, Fishers Island. SCTM# 1000-12-1-7.1 CH. 275-3 - SETBACKS WETLAND BOUNDARY: Actual Footage or OK=� Setback Waiver Required 1. Residence: 100'feet 2. Driveway: 50 feet 3. Sanitary Leaching Pool (cesspool): 100 feet 4. Septic Tank: 75 feet 5. Swimming Pool and related structures: 50 feet 6. Landscaping or gardening: 50 feet 7. Placement of C&D material: 100 feet TOP OF BLUFF: 1. Residence: 100 feet 2. Driveway: 100 feet 3. Sanitary leaching pool (cesspool) 100 feet: 4. Swimming pool and related structures: 100 feet Public Notice of Hearing Card Posted: Y / N Ch. 275 Ch. 111 SEQRA Type: I II Unlisted Action Type of Application: Pre-Submission Administrative Amendment Wetland Coastal Erosion Emergency Violation Non-Jurisdiction Survey <_ 5 years: Y/N Wetland Line by: C.E.H.A. Line Additional information/suggested modifications/conditions/need for outside review/consultant/application completeness/comments/standards: I have read & acknowledged the foregoing Trustees comments: Agent/Owner: Present were: �Z,,T"'[Bredemeyer M. Domino G. Goldsmith N. Krupski G. Williams Other N.-:19"';.—WE02 -,r�-�1� ,"T .,3'4 ;7 ?-5 4.r. 43 4A 2 1?A 10 I W0 AVE 'Rl. ll.NO -%P mo v0 SOUND FO 27 ISLAND L NOTICE COUNTY OF SUFFOLK K w somom SECTION NO Cy E —z 77=- Rea.l.�roperty Tax Service Agency y 012 G ------ m E A I.. P PROPERI MAP OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex �®f S®�r� P.O.Box 1179 54375 State Route 25 Southold,®�® Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) Southold,NY �3 � Telephone: 631765-1938 www.southoldtownny.gov C®U ,� PLANNING BOARD OFFICE TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Brian Cummings, Planner Date: March 29, 2019 Re: Site Plan for Hound Lane Restaurant 301 Hound Lane, ±200' s/w/o Greenwood Road & Hound Lane, Fishers Island SCTM#1000-12.-1-7.1 The Planning Board refers this updated application to the Board of Trustees for your information, comments, review, and certification, if applicable. The file is available at your convenience. This site plan is for the proposed conversion of an existing 2,815 sq. ft. building into a restaurant on the first floor, the construction of a 2,329 sq. ft. second story addition for two apartments (ZBA file 7237), twenty-six parking spaces and an existing 280 sq. ft. accessory building to remain for dry storage all on .46 acres in the B Zoning District. Thank you for your cooperation. Encl: Site Plan Laserfiche: Planning, Applications, Site Plans, Pending, 1000-12.4-7.1 Oji � � � � nJ CL A FISHERS TO E C(011 q0 I SLAN D E co r r'.. \SOUND 3f LL F CE) uj 0 0 0 cu co 01- = 2 cz i 0.00, 0 S -z: S Lu ca c\j SITE cf) >% : LLI Cr) r I .,z =1 C) 100 M — 0) ol cn c� 0 co 00 0 (y) 00 uj cn ............... ELIZABETH F1 ELD AIRPORT N TOWNIF OF �' / l l SOUTHOLD j ' /�°� LOCATION MAP SCALE 1 =400' NIF MAP REFERENCES 0 F R.R.5PIKE /c) FISHERS ISLAND (FOUND) H.6,�, DEVELOPMENT CORP y� 1.) PLAN OF PROPERTY TO BE CONVEYED BY CAROLINE C. CLEVELAND 6. s 10 FISHER'S ISLAND UNION FREE SCHOOL DISTRICT No.4 FISHER'S ISLAND, LlIv, s N.Y. SCALE: 1"=40' CHANDLER, PALMER & KING FEB. 5, 1974. CME FILE D734 s MHt" NIF TF=5.42' 2.) PLAN OF PROPERTY TO BE CONVEYED BY FISHERS ISLAND TOD WILLIAMS DEVELOPMENT CORP. TO CAROLINE C. CLEVELAND LOTS 5A & 58—FORT & BILLIE TSIEN 10RIGHT AREA FISHERS ISLAND NEW YORK SCALE: 1"=40 FT. JAN 8. 1971 SINGLE FAMILY RESIDENCE KPOLE CHANDLER & PALMER ENG'RS ADDITIONS FEB. 1, 1971. CME FILE F1395. MUNICIPAL WATER—COMMUNITY #79 3.) SITE DEVEOPMENT PLAN PREPARED FOR FISHERS ISLAND COMMUNITY //�`/ CENTER, INC. FOX LANE FISHERS ISLAND, NEW YORK SITE PLAN AND SEWER Is, IRONROD DETAILS DATE: 06/23/2006 SCALE: 1"=30' SHEET 2 OF 2. PROJECT POLE (5ET) 2006816 REVISIONS THROUGH No.8 06/06/2007 PER HEALTH DEPT. RHS. #OLD 8 S.- 70.68 BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, PLLC. ,�oNj��� / o� / �� / W.- 6356.39 NOM w 11) THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED Is, AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. NIF V) ...... ........ ....... TION OF THE STATE EDUCATION LAW FOR ANY PERSON, 2.) IT IS A VIOLA UNION FREE SCHOOL 0 z UNLESS ACTING UNDER THE DIRECTION OF A LICENSED LAND SURVEYOR, DISTRICT 4 _j TO ALTER AN ITEM IN ANY WAY. z .......... Of 0 _j 0 _j 3,j ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S ,ym SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE 45 32" I m ::t5 w 'TREE Lj PRODUCT OF THE LAND SURVEYOR. //CANOPY 11.02 0 uj Z LL Z z e C)\ Q� 43 LLI POLE 4.* COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND #278 C) 0 ft GEODETIC SURVEY TRIANGULATION STATION "PROS". 0- LIJ 0 cr V�) 0 z xx 4'i �H�w; 5.\ SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP _j < z Lij CL V) �j 0 1000, SECTION 012, BLOCK 1, LOT 7.1. C) S.- 146.67 6.) TOTAL AREA 0.45± ACRES (19,604± SF). W. 6287.65 Z LLI.... ........ ........ ..... 7.) SITE IS LOCATED IN ZONE B. 18 ....... ........ V) :FF BOB ... ......... / 0 LOCUSV J TREE 8.) BASE FOR LEVELS: NAVD88 (NYLI 1983 GEOID 12B). _117 LL. TREE x Cl 9) SITE IS SERVICED BY MUNICIPAL WATER AND COMMUNITY SEWER. LLJ "CONCRETE 6 OVERHANG �/ }^ \ / 10.) A PORTION OF THIS SITE IS LOCATED IN FLOOD ZONE -AE- NF APRON LOCUS ELEVATION=11, AND ZONE "X" AS SHOWN ON FIRM — FLOOD INSURANCE I /`� TREE J i CD RATE MAP, SUFFOLK COUNTY, NEW YORK PANEL 18 OF 1026, FISHERS ISLAND Q ✓ COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL: 0018 SUFFIX: DEVELOPMENT CORP <1 H MAP NUMBER 36103CO018 H EFFECTIVE DATE: SEPTEMBER 25, 2009. (BUILDING 98 01*FF* 2.:.. c� COMMUNITY CENTER) CD SHAD 4 J, 8" POLE LOCUSTRIPI TREE z #478 -P4 LEGEND PROPERTY LINE z ABUTTERS LINE lo0 C.) ll V) EDGE OF PAVEMENT Ld EVERGREEN CHERRY EDGE OF GRAVEL ------------------- EVERGREEN EXISTING CONTOUR 9 V) 0 BRUSH LINE NIF I OVERHEAD WIRES > loll UNION FREE SCHOOL NOW OR FORMERLY NIF Ld CHERRY DISTRICT 4 UTILITY POLE __6_ w BOUNDARY POINT 0 NIF DRILL HOLE DH UNION FREE SCHOOL j IRON MONUMENT 0 DISTRICT 4 MERESTONE 6 z T! UJI Z N _j < 0 0000 cf) C) Ln 0a: < 1: 0 30" m N I Of (if ot� C14 Li BOB 0 0 a MAPLE z Ld y 3 y 0 0 0 0 LIJ (D w(h 0 LLI fl� 0 co0 0 L) c) L_ RECEIVED DATE: 12/28/2018 SCALE: 1 20' FEB 15 201 QUALITY CONTROL CERTIFICATION lout� 6"Fd=town w n PROJECT: #2013810 GROUP REVIEWED DATE Planning Board PROJECT MANAGER SURVEY 20 10 0 20 ENVIRONMENTALSHEET CIVIL GRAPHIC SCALE IN FEET STRUCTURAL ARCHITECTURAL DESIGN CALCULATION FOR SEINER FLOWS OFF STREET PARKING REQUIREMENTS \ n V MIXED USE BUILDING MIXED USE BUILDING 3` `ir / �' J RESTAURANT - 56 SEATS AT 30 GPD/SEAT = 1,680 GPD RESTAURANT - 72 SEATS AT 1 SPACE/3 SEATS = 24 SPACES REQUIRED OUTDOOR PATIO DINING - 16 SEATS AT 15 GPD/SEAT = 240 GPD APARTMENTS - 1 SPACE/APARTMENT = 2 SPACES REQUIRED rk '< \ APARTMENT 1- 1,186 SF = 225 G/D APARTMENT 2- 1,143 SF = 225 G/D / / N E / TOTAL SPACES REQUIRED = 26 / ' ';� '` ��' rs• �I � � d i� � E TOTAL SPACES PROVIDED = 26 I DRY STROAGE BUILDING (280± SQ. FT.) / '✓ // \ �r' ' ,�' `\� I Si■ ANCt / / \ \ o c NO WATER OR SEWER SERVICE EXISTING OR PROPOSED LESS THAN 5,000 SF OF COMMERCIAL SPACE IS PROPOSED; THEREFORE, NO LOADING /` \ ,'� `' , CCo AREA IS REQUIRED I Y U o \ ' \ its -u. o (D / Cls \. TOTAL DESIGN FLOW = 2,370 GPD / f 50V�� \ GREASE TRAP DESIGN V) 13) / \ w Q Q o7 GREASE TRAP '�' / > � 2 \ \ 06 ,b RESTAURANT 56 SEATS 0 20 G/D = 11,120 G/D /` ✓`'W' /i y > T_ - m 3: iE ca Cn o PATIO 16 SEATS 0 10 G/D = 1160 G/D / LL 'I O ■� L (� WWN TOTAL KITCHEN LOAD = 1,280 G/D / Q O ' 5117E (n o n o PROVIDE 1,500 GALLON GREASE TRAP / / Q � � co / \ Oco DRAINAGE CALCULATIONS / ' Q / W (n "' j INFILTRATION BASIN 1 / / / / V C / cc ROOFS = 3,095 SQ. FT. PAVED PARKING = 10,600 SQ. FT. J /, ' I �j SIDEWALK = 1,530 SQ. FT. J r=L I ,ZA 3rTH REQUIRED STORAGE = 15,225 SQ. FT. X 1.0 X 2/12 = 2,538 CU. FT. 2,538 CU. FT / 15.8 CU. FT/UNIT = 161 REQUIRED UNITS PROVIDED:165 UNITS AIRPORT t . TEST HOLE DATA - PROVIDE WATER SERVICE AS REQUIRED / TEST HOLE DATA \ , / COORDINATE WITH FISHERS ISLAND WATER WORKS BY: R. STROUSE P.E.,L.S. - NOVEMBER 15, 2018 o�6 TOPSOIL \ _ I / h y: LOCATION MAP SCALE 1 "=400' 6"-31" VERY FINE SAND 31"-36" SAND WITH GRAVEL36"-158" COMPACT _ WATER AT 90" ELEV.SILTY 0.5± SAND / �,✓` �" ..,fir`.\ a , MAP REFERENCES . \ 1. PLAN OF PROPERTY TO BE CONVEYED BY CAROLINE C. CLEVELAND R,vr , .... `, SOIL CLASSIFICATIONS / t=" :` TO FISHER'S ISLAND UNION FREE SCHOOL DISTRICT No.4 FISHER'S ISLAND, N.Y. SCALE: 1"=40' CHANDLER, PALMER & KING FEB. 5, 1974. CME FILE EXISTING BUILDING TO BE CONVERTED TO " CuB- cut and fill land- gently sloping RESTAURANT WI 2 2ND FLOOR APARTMENTS, D734 �, h RESTAURANT: ± 815 SF (72 SEATS) �: t} 2. PLAN OF PROPERTY TO BE CONVEYED BY FISHERS ISLAND / /' WEST APARTMENT: :11:11.186 SF ) ` . �. NOTE: � / /• DEVELOPMENT CORP. TO CAROLINE C. CLEVELAND LOTS 5A & 5B-FORT THERE ARE NO WELLS OR SEPTIC SYSTEMS ``' '` 'F : ' EAST APARTMENT- ±11.143 SF w i` WRIGHT AREA FISHERS ISLAND NEW YORK SCALE: 1"=40 FT. JAN 8, 11971 CHANDLER & PALMER WITHIN 150 OF THIS PROPERTY. PROPERTIES ARE `` �' �. 3 A MER ENG RS ADDITIONS FEB ` CONNECTED TO MUNICIPAL WATER AND COMMUNITY �%, 1971. CME FILE F1395. ,. �... PROVIDE 13 LF. 0 SEWER SYSTEM FISHERS ISLAND SEWER DISTRICT) " " `"" .; » ....» .. / /NEW 6" SEINER O 176 MIN. 3.) SITE DEVEOPMENT PLAN PREPARED FOR FISHERS ISLAND COMMUNITY / PROVIDE SEALED SLEEVE AT WATER CENTER, INC. FOX LANE FISHERS ISLAND, NEW YORK SITE PLAN AND SERVICE & SEWER CROSSING (TYP) DETAILS DATE 06/23/2006 CALE 1" 30' SH !' rS = SHEET 2 OF 2. PROJECT jr LOAM. SEED & STABILIZE �;��� .' w: ` ; `' 2006816 REVISIONS THROUGH No.8 06/06/2007 PER HEALTH DEPT. RHS. ALL DISTURBED AREAS (TYP) , ` 3....` S. 70•68 BY CME ASSOCIATES ENGINEERING, LANSURVEYING & ARCHITECTURE, NN W. 6356.39 PLLC. ch•ap, 1. / /` - TW-9.5 1z, ADJUST MH BW=9.0 FRAME TO MATCH MSS, PROPOSED GRADE 1.) THIS SURVEY WAS PREPARED APURPOSEND INDICATED HEREON. ANY EXTENSION OF THE USEB BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR S $ EXCEEDS THE SCOPE OF THE ENGAGEMENT. V ; :.: _: 2.) IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY / PROVIDE CONCRETE SIDEWALK / A LICENSED : ..: ""- .. .. .., .. ;��-' ;c �,_ �,.._,.: PERSON, UNLESS ACTING UNDER THE DIRECTION OF (TYP. SEE DETAIL) Ro Q s 10 LAND SURVEYOR TO ALTER AN ITEM IN ANY WAY J / 1• '. .. Z 0 A. ,. PROVIDE WYE CONNECTION TO EXISTING 6 PVC SANITARY SEWER _J p (TYP. SEE DETAIL) 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYORS }- / TW 13.5 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE n- BW-8.5 PROVIDE 1,500 GALLON GREASE TRAP \ :.. ` J ,_ • ;::: " ;;;., :::::::::::.. `'. >::::. PRODUCT OF THE LAND SURVEYOR. , " ... LLJ 5 VC Z PROVIDE 8 SDR 3 P ROOF DRAIN MANIFOLD !1, 0.576 MIN. : ,A ', ,;° ; „ ,;:.,.. `<._ ' ::- �,�:.:.. ;::� ( EE DETAIL) WO Z COORDINATE DOWNSPOUT LOCATIONS WITH ARCHITECTURAL PLANS TYP '. ;: \. 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Z m . . � S / (TYP) / ` PROVIDE ACCESSIBLE PARKING SPACE GEODETIC SURVEY TRIANGULATION 0 gCL CATION STATION PROS SEE DETAIL)( L) N N 0 Of r.s . 5. SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP 1000 SEC I■■d N; TION 012, BLOCK 1, LOT 7.1. W ';. �y S. 146.67 �ry o .; = SF). o - ;» . 9,6 / � TOT AREA F �` 7 65 AL 0 45± ACRES 04± / W. 628 1 Z LOCATED IN ZONE B. \ - i r• TW=15.0 SITE. .. TE IS LO \ a ,` BW=10.5 8. SITE IS SER O ILL. ! SERVICED BY MUNICIPAL WATER AND COMMUNITY SEWER. qy ," '� �� 9.) NOF THIS SITE IS LOCATED IN FLOOD ZONE "AE" 9 A PORTIO / ELEVATION=11, AND ZONE "X" AS SHOWN ON FIRM - FLOOD �„• ,. INSURANCE RATE MAP SUFFOLK COUNTY NEW YORK PANEL 18 OF r: MAP, � � �.- 10 1026, COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANE 1 \ E. : . : •� �.� <`; .;< : .. ;• UMBER 6 8 :.•.. `:::..r`,. ... y , j... / \ "._� '� 1� `'?tj / /V�,' fig/ N 3 103C001 H EFFECTIVE DATE: `�• , ;`r 0018 SUFFIX H MAP \ SEPTEMBER 25, 2009. 1 / 10. PERCENT OF LOT COVERAGE EXISTING - 15.8% , K PROPOSED - 15.8% ......:::: 2 ,. ,3 0• 11.) ALL OUTDOOR ON-SITE LIGHTING WILL COMPLY WITH THE PROVIDE TRASH ENCLOSURE "GUIDELINES FOR GOOD EXTERIOR LIGHTING PLANS" FACT SHEETS PREPARED BY THE DARK SKY SOCIETY r 1(/4. 2 , PROVIDE SEGMENTAL CONCRETE BLOCK z in, ' \ •yo 9y � ,'� �`�" �• GRAVITY RETAINING WALL WITH 4' HIGH Z a 1 e• # �. SAFETY FENCE ALONG TOP (TYP) PROVIDE LANDSCAPED AREA (TYP) " Of ..........: s 6g .y, O V) LLI �,. . . ... .� PROVIDE WHITE PAINTED PAVEMENT MARKINGS (TYP) EXISTING BUILDING TO BE RENOVATED '� 1 *' > DRY STORAGE (NO PLUMBING): ±280 SF 9.5 . Ld .:. B .0 PROVIDE 165 STORMTANK BOTTOM ELEV. - 1.60 '.` LEGEND o (SEE DETAILS) 6A ,.: 1 ; .ter:. : PROPERTY LINE REMOVE & DISPOSE OF EXISTING TREE (TYP) / -- / ABUTTERS LINE EDGE OF PAVEMENT z I EDGE OF GRAVEL ------------------- EXISTING CONTOUR --- 9 PRO\ADE POLE MOUNTED AREA LIGHT (TYP) LBRUSH LINE Q w OVERHEAD WIRES z m / 1 NOW OR FORMERLYNIF N a / 26 DESIGNER LED AREA LIGHT UTILITY POLE -a- a < PROGRESS LIGHTING PCAD SERIES BOUNDARY POINT 0 o 0 PROVIDE PAVED PARKING & ACCESS """ ' (TYP, SEE DETAIL) x 13 6 WATTS DH o 00 00 DRILL HOLE r> r7 IRON MONUM ENT V' MERESTONE ® m N (h of N PROVIDE ±3 LF OF 12" CPP O 2X ""," ` <.. O '. , O o W Z z z y O `1 U W p LLI PROVIDE CATCH BASIN (TYP, SEE DETAIL) > Of o w w z o :...r..:. .:. / o m o 1 o v v / TF-6.65 r / 1 VERIFY LOCATION AND DEPTH OF ALL EXISTING UT1LT I INV.(INF)=3.15 : :: :•,.,. ., NOTES* ` .:�. ES AT START OF CONSTRUCTIONDATE: 12/28/2018 �, _ / 2. ALL SEWER PIPES AND FITTINGS SHALL BE 6' AND MEET OR EXCEED ASTM STANDARD > QUALITY CONTROL CERTIFICATION D-3034 FOR PVC SEWER PIPE WITH A MINIMUM SDR35 RATING FEB 15 2019 SCALE: 1 = 20 / 3. CROSSING OF NEW SEWER SERVICE AND WATER MAIN PER SCDHS REQUIREMENTS. [ SFdtI`l0IaTOWn PROJECT: #2013810 GROUP REVIEWED DATE `• Planning Boar PROJECT MANAGER SURVEY ENVIRONMENTAL 1 20 10 0 20 SHEET CIVIL GRAPHIC SCALE IN FEET 2 STRUCTURAL ARCHITECTURAL U 1- 1/2" CLASS 11 BITUMINOUS CONCRETE 1-1/2" BINDER COURSE GASKET co Zp E LD cl, 0 to 30 r- C) §30088 cEcmcp T GRAVEL FILL 0 .9 00 C3 C3 C=l C3 1=1 C3 17 111 C=l ED E=l C3 cm C=l WYE CONNECTION I" IIII III X"11I 0 0 -LL c) (1) BACKFILL 45* NORMAL 6414> _qp' , -G a a cgo 0 <> <> <> <:F<> <p<> 4 w LO.D. Q) 75 cn (0 0(p I.D. FITTING INSTALLATION p 0 0 . 0 FLOW 'co 0 0 .0. 0 <> cl cc": 6 1-- SEWER 0 0 1 C) 7� E NORMAL CONNECTION A�N An. ®v 0 41 ldn�.III;1I kch.ta Co > L) CD ASSEMBLY MARK-// - 4b ;'I do, L_ II 12" ROLLED GRAVEL SUBBASE LATERAL o LLj E PER M.02.02 OF FORM 817 1 D D00011 0• 90, 040, low" II'DAD c>e �5 �p 10 ces �: > 7= PIPE DIMENSIONS 1% < cu iE ca BITUMINOUS CONCRETE PAVEMENT EDGE OF 6" 00 4 C=l E=l C3 C:3 C ADD- cn — m NOT TO SCALE TRENCH 0 cmz z; rc-, PIPE SIZE AVG. O.D. NOM. I.D. MIN. T MIN. E APPROX. D TOP INSTALL BEND ISOMETRIC 'VIEW •- Lu cIj cm LU c') AS REQUIRED a ' �o via vac oda via v� cn 4) 4� C) 4 4.22 3.98 0.12 3.50 4.70 6 6.28 5.92 0.18 4.25 7.00 6" CONNECTION 6" L c� #2 CID LATERAL IL cl) 00 8 MO 7.92 0.24 4.75 9.36 :1 cv) OD --------- CAP AT LOCATION cn �!OUNDATION STONE OAK MARKER AS REQUIRED STONE JOINT FOR SDR 35 PVC PIPE PLAN C-4 0 2'-0" NOT TO SCALE NOTES: SECTION 6" 1.) PROVIDE TRACER TAPE ABOVE ALL PIPES .�1­ CONCRETE 2.) SEWER TIE IN MUST BE PURSUANT TO V#M II VfU V#M!—#M V _151 FISHERS ISLAND SEWER DISTRICT REQUIREMENTS M F* �zO.,. ;IF41F49 ENCASEMENT MEDIDID] FRONT SIDE Lu BEDDING ~MATERIAL 36" SIDE PANEL SEWER LATERAL NOT TO SCALE NOTES: SECTION A-A CONCRETE COLLAR TO BE PROVIDE LOCKING CAST IRON STORMTANK® MODULE 1. SIDE PANELS TO BE INSTALLED 1'-0" USED IN UNPAVED AREAS ONLY COVERS TO GRADE (TYP) ALONG SYSTEM PERIMETER, UNLESS PLAN ME NAME HEIGHT CAPACITY INSTALLED VOID NOMINAL OTHERWISE SPECIFIED. CA RATIO WEIGHT 2. REFERENCE CURRENT INSTALLATION —CONCRETE COLLAR CLEAN OUT SHALL BE AN IRON BODY F-ST-36 36" 13-10 cf 33.10 IbLINSTRUCTIONS FOR PROPER FERRULE WITH BRASS SCREW PLUG --m-24"--m- INSTALLATION PRACTICES. NOTE: ENTIRE WYE SECTION TO BE 20 Mj� A. ENCASED IN CONCRETE MIN. STEP 2: STEP 3: A STEP 1: CONCRETE ENCASEMENT 3 TRENCH WIDTH ..................... ................... REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT INSERT THE SHORT SIDE OF THE BRENTWOOD WRAP SPECIFIED GEOTEX11LE FABRIC AROUND THE ENTIRE SURFACE. LAYOUT AND CUT OPENING INTO SIDE PANEL FOR INLET/OUTLET PORT THROUGH THE OPENING IN INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD 30' ELBOW 4 INLET OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING DOCUMENT SITE PREPARATION AND INSTALLATION SE REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND PLATE AGAINST THE SIDE PANEL. DRILL HOLES • L 4' 1-1/2" SEE TABLE BELOW FOR OPENING SIZE. THROUGH THE SIDE PANEL USING THE TIONS-). CUT "X" INTO GEOTEXTILE FABRIC AT PIPE SERVICE LINE INSTRUCTIONS LOCATION AND PEEL EDGES OUT. CONNECT GEOTEX11LE FABRIC PRE-DRILLED HOLES IN THE INLET/OUTLET TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR 61 6=IIm—A'. 6" PORT MOUNTING PLATE. ATTACH THE PLATE NYLON ZIP TIE. BEDDING A Il '\_ MATERIAL TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 LB. (222N) TENSILE STRENGTH. PULL TIE UNTIL TIGHT. 17 2' C.I. (MIN) hr ELEVATION 8'yl6" SEAL FABRIC TO STANDARD CLEAN-OUT DETAIL D D DID INLET/OUTLET PORT NOT TO SCALE WITH SS BANDING, OPENING (1500 GALLON) SINGLE UNIT GREASE TRAP DETAIL FOR INLET/ 0 %1 DOI • v mv WATER RESISTANT NOT TO SCALE a TAPE OR NYLON ZIP T OUTLE TIE. (BY OTHERS) PORT NOTE: PROVIDED STRUCTURES (11'x6') SHALL MEET H2O LOAD RATING SLEEVE < 4" TOPSOIL z 0 fi boa boa re-I N Jim, SIDE w#mvOuII '917 'w", FINISHED GRADE _/ *' a 0 0 0 IL PANEL IDIDIDIDID F- 0 Uj w AD • TRENCH PAY WIDTH v "I A A D71 A V I I NON-WOVEN GEOTEXTILE Z LL. z z SEE CHART A Ld • Z <i; z FABRIC (PROPER GEOTEX :2 cl C; SUBGRADE PIPE MAXIMUM SIDE PANEL 601 OR APPROVED) CL Ld 0 z 0 \\111 X�ll X\//X\11 I 1\1-1 X\11 X\11 X\11 DIAMETER TRENCH WIDTH BACKFILL PLACED AND COMPACTED ONCEREMOVED w COMPACTED NATIVE _j < z IN 12" MAX. LIFTS Lu (L MATERIAL OR N 6" 2'-6- LLJ U) BORROW 8.1 C) 0 SHEETING AS 3'-0' INLET/OUTLET PORT flf X: V) D REQUIRED (TYPICAL) 10" 3'-0' 4' MIN. TABLE A: INLET/OUTLET ui z TRACER TAPE 12" 3'-0 PORT DIMENSION NYLON ZIP TIES IN FOUR _ 15" 3'-3- CORNERS ��yz PORT SIZE OPEN SIZE 0 V) 18" 3'-6- 12" MIN. (MIN. 50 LB TENSILE LL_ MIRAR 140N 21" 4'-0' 12" 13.75" STRENGTH) z FILTER FABRIC C-4 SAND BEDDING 24" 4'-6- BACKFILL TRENCH WITH SAND ABOVE STONE MINIMUM 14 15" DRILL DIAMETER HOLE INTO 30" 5'-0" BORROW, 12 __jL 0 SIDE PANEL THROUGH COMPACTED DEPTH dDl . ..... OPENING IS SHOWN VER11CALLY CENTERED D 06, PRE-DRILLED HOLES IN PIPE DIA. 3/4" CRUSHED STONE 1/2 OD MIN.-f� BEDDING MATERIAL TO CROWN COMPACTED FOR VISUAL CLARITY. PART MUST BE MOUNTING PLATE OCE) OF PIPE 6" MIN SUBBASE OR INSTALLED HORIZONTALLY CENTERED 1/4 OD 6" MIN. 12" FOUNDATION STONE WHEN VIRGIN NATIVE SOIL 12" MINIMUM IN UNSUITABLE MATERIAL OR ORGANIC ROCK EXCAVATION SILT IS ENCOUNTERED AT SUBGRADE WATER SERVICE TRENCH DETAIL NOT TO SCALE TRENCH BOTTOM NOTE: 1.) CRUSHED STONE SHALL ONLY BE USED IN HIGH GROUNDWATER CONDITIONS AS DIRECTED BY THE TRENCH SECTION FOR GRAVITY SANITARY SEWER ENGINEER. NOT TO SCALE 2.) ALL EXCAVATION AND BACK FILL SHALL BE IN CONFORMANCE WITH THE EARTHWORK SPECIFICATION z INCLUDED IN THE CONTRACT DOCUMENTS. 0 3.) PROVIDE TRACER TAPE ABOVE ALL PIPES. z E IRE 0 0 HANDICAPPED PARKING cn FINISHED IMPERVIOUS SURFACE VEGETATED AREA TO BE DESIGNED - uj SIGN (DESIGN BY ENGINEER OF RECORD) WITH ADEQUATE COMPACTED FILL (SEE DETAIL) FOR DESIGNED LOAD RATING cn VARIES (DESIGN BY ENGINEER OF RECORD) SEE PLAN > INTERNATIONAL SYMBOL OF ACCESSIBILTY SURFACE COURSE, CLASS "C" Li CONCRETE, SURFACE TO BE 4" WIDE PAINTED STRIPING TYPICAL FINISHED WITH A WOOD FLOAT A MEANS 0 TEXT: HANDICAPPED PARKING STATE PERMIT REQUIRED, 5" CONCRETE VIOLATORS WILL BE FINED 1-1/2" ..e-SLOPE 1% MIN 2% MAX]__� 1-1/2' SUITABLE COMPACTABLE FILL MIN. 2'-0" _E (AS NECESSARY - DESIGN BY 12"X18" BONDERIZED 18 GUAGE STEEL ONEIREJ 8' 8' SIGN - BLUE BACKGROUND WHITE ENGINEER OF RECORD) 8" SUBBASE 171 lz LETTERS x \-8- IN DEPTH AFTER \_6x6 Wl.4xWl.,4 WELDED MAX. ll'-O" F- z WIRE MESH N COMPACTION PLACED V. < 0 IN TWO COURSES LO -co (n PROPEX GEOTEX 601 MIN. V-0"' 0 MOUNT ON BUILDING CROSS SECTION NON-WOVEN GEOTEXTILE (OR 00 EQUAL) SURROUNDING MODULES V) cn n EXPANSION JOINTS AND STONE/SOIL INTERFACE m < 0 GRADE SPACED APPROXIMATELY 15' 0 CN ft� Of of ILL I i W/ DUMMY JOINT EVERY 5' 0 DIVIDED INTO RECTANGLES AS REQUIRED 2: Li z z y CD 131 0 0 0 FA < Ld 0 Ld 5" CONCRETE ly- 0 Ld x 0 _j 0- 1 m 0 1 0 0 0 1 ILL CF= WALK-.- I I . =J—t-r-. I ... ... W DEPTH SPECIFIED BY DATE: /28/ 2018 HANDICAP PARKING LAYOUT 0 8" SUBBASE -Y4" ANGULAR STONE ENGINEER OF RECORD STORMTANK MODULE 6" MIN. NOT TO SCALE MIN. V-0"' SCALE: AS NOTED HANDICAPPED PARKING SIGN NOT TO SCALE "I 6x6 Wl.4xWl.4 WELIDED QUALITY CONTROL CERTIFICATION WIRE MESH ENGINEER OF RECORD RESPONSIBLE PROJECT: #2013810 GROUP REVIEWED DATE LONGITUDINAL SECTION FOR ENSURING SUBGRADE SOILS MEET BEARING AND SETTLING REQUIREMENTS STORMTANK RECEIVED PROJECT MANAGER CROSS SECTION Low go RI RI 00 0 0011 D000 SURVEY ENVIRONMENTAL CONCRETE SIDEWALK FEB 15 2019 SHEET NOT TO SCALE CIVIL Sout�iolcJ Town 3 STRUCTURAL Planning Board ARCHITECTURAL PLANTING SCHEDULE COMMON NAME TY I SIZE NOTES co PLAN LABEL m QUANT Zp E Botanical Name I I IN 0 ISLANP SHRUBS 0 .2 00 U- C:) (D COMPACT INKBERRY HOLLY 5OUNP IG 28 3 GALLON CONTAINER Ilex glabra 'Compacta' Q) 75 CO co W 5 (n DWARF FOTHERGILLA () FG; 39 3 GALLON CONTAINER Lu Ca > CID Fothergilla gardeniiF <1\ 06 TREES Cts Cu co m 4- co HONEY LOCUSTF 01- u) 5 2" CAL B&B U) GT Gleditsia triacanthos 'shademaster' r 0 CO to C'j u ca CM 0 L LLJ Cv) AMERICAN ARBORVITAE 51 TE TO 5 6-8 FEET TALL B&BF (n :3 a Thuja occidentalis 0 0 L:) — (m cn / , § Cb 0 m 00 cf) 00 Lu Cl) rLIZABETH r- I ELM \ ; , A I RFORT LOCATION MAP SCALE 1 =400' MAP REFERENCES 1.) PLAN OF PROPERTY TO BE CONVEYED BY CAROLINE C. CLEVELAND HER'S ISLAND UNION FREE SCHOOL DISTRICT No.4 FISHER'S ISLAND, TO FIS r. N.Y. SCALE: 1"=40' CHANDLER, PALMER & KING FEB. 5, 1974. CME FILE .4 D734 Tr", 2.) PLAN OF PROPERTY TO BE CONVEYED BY FISHERS ISLAND f". DEVELOPMENT CORP. TO CAROLINE C. CLEVELAND LOTS 5A & 513—FORT WRIGHT AREA FISHERS ISLAND NEW YORK SCALE: 1"=40 FT. JAN 8, 1971 CHANDLER & PALMER ENG'RS ADDITIONS FEB. 1, 1971. CME FILE F1395.. 3.) SITE DEVEOPMENT PLAN PREPARED FOR FISHERS ISLAND COMMUNITY CENTER, INC. FOX LANE FISHERS ISLAND, NEW YORK SITE PLAN AND DETAILS DATE: 06/23/2006 SCALE: 1"=30' SHEET 2 OF 2. PROJECT q ..... ..... 2006816 REVISIONS THROUGH No.8 06/06/2007 PER HEALTH DEPT. RHS. BY CME ASSOCIATES ENGINEERING, LAND SURVEYING & ARCHITECTURE, 5 PLLC. 6: NOTES TIES AND PURPOSE 3 1.) THIS SURVEY WAS PREPARED FOR THE PAR INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR EXCEEDS THE SCOPE OF THE ENGAGEMENT. 2 IV LAW FOR ANY EW� 2.) IT IS A VIOLATION OF THE STATE EDUCATION vr PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED Z ........ . ..... LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. _j z _j . ......... 0 .......... 3.) ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND SURVEYOR'S > AT . ..... 3 SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL ARE THE 0- q PRODUCT OF THE LAND SURVEYOR. 0 . ......... Z LL. z z 4.) COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Z Ld GEODETIC SURVEY TRIANGULATION STATION "PROS". 0 z 0 w .......... < 5.) •SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF SUFFOLK TAX MAP _j z 2 W 0 1000, SECTION 012, BLOCK 1, LOT 7.1. V) 5 _17 4:1 V) 6.) TOTAL AREA 0.45± ACRES (19,604± SF). IL U) Of z 0 LLI Li 7.) SITE IS LOCATED IN ZONE B. (10 p 8 L1_ SITE IS SERVICED BY MUNICIPAL WATER AND COMMUNITY SEWER. Q� 9.) A PORTION OF THIS SITE IS LOCATED IN FLOOD ZONE "AE ELEVATION=11, AND ZONE "X" AS SHOWN ON FIRM — FLOOD 1026, COMMUNITY: TOWN OF SOUTHOLD NUMBER: 360813 PANEL: INSURANCE RATE MAP, SUFFOLK COUNTY, NEW YORK PANEL 18 OF 0018 SUFFIX: H MAP NUMBER 36 03000118 H EFFECTIVE DATE: lb SEPTEMBER 25, 2009. 10.) PERCENT OF LOT COVERAGE W. EXISTING — 15.8% PROPOSED 15.8% 11.) ALL OUTDOOR ON—SITE LIGHTING WILL COMPLY WITH THE "GUIDELINES FOR GOOD EXTERIOR LIGHTING PLANS" FACT SHEETS PREPARED BY THE DARK SKY SOCIETY 2 /* z 0 Z 9: 0 0 V) w ..... ....... En PROVIDE MULCH PLANTING BEDS AT TREES & SHRUBS PROVIDE LAWN IN ALL OTHER AREAS (TYP) 3 > 5 10 LEGEND PROPERTY LINE ABUTTERS LINE 4 6 C5 EDGE OF PAVEMENT z ------------------- EDGE OF GRAVEL 3 m EXISTING CONTOUR 9 BRUSH LINE ui Ljj y TOTAL LANDSCAPE AREA PROVIDED ±5.420 SF OVERHEAD WIRES Z m N 3 NOW OR FORMERLY NIF _j a- < 0 UTILITY POLE -4— m BOUNDARY POINT 0 0 eo ;0 DRILL HOLE DHO Gr) C) U) �2 IRON MONUMENT 0 0 m: < 0 04 w of x MERESTONE Lu C; 0 0 ui Ld U- C) z z y Ld 0 C) 0 0 0 fy_ 0 LLI w m 0 (L m 0 0 0 0 LL. RECE D IVED DATE: 12/28/2018 FSB 15 20,19 SCALE: 1 20' QUALITY CONTROL CERTIFICATION Fouthold=fawn PROJECT: #2013810 Planning Board GROUP REVIEWED DATE PROJECT MANAGER SURVEY 20 10 0 20 ENVIRONMENTAL SHEET CIVIL GRAPHIC SCALE IN FEET 4 \ Q� �s STRUCTURAL 0 ARCHITECTURAL