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Home My WebLink AboutReceived 10/17/2022 Site Plans 11 111111 11111111 Ill CASE 111�11''I I III Case Development Inc 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Prq)os(3d MaftitLick Fi)td Project ect Architect: F&qA GREGORY SHARP ARCHITECT,PC 9025 MainMa14 5 PALISADE STREET,SUITE 211 DOBBS FERRY Fbad fti cK W 11952 OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT COM A Project Developed By: TA3L-ECFCCNTBZS Vivo HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC REFERENCES T-001 -niLF=PAM OWNERS REP. S_001 81 MAIN STREET APPIL CANT, __4 T-002 MANGIRACE DOBBS FERRY,NEW YORK 10522 MAT71TUCK HOTEL DEVELOPMENT,LLC 81 MAIN STREET A1001 PRJ�=SIIEFLAN DOES FERRY,NY 10522aPN FFOLK AVE to Ar002 ISTFILOCIRFLAN A AND 226PHIC SURVEYaE: A7003 13kcEMENTIFILOCRIPLAN FT G�I2 IN..TLIV Ar004 M=WNER=PLAN A I TA 1586 MAIN ROAD M tuck ka I JAMESPORT,NEW YORK 11947 Pond ArC104.01 IFFISTIFILOCRIPLAIN ME:(631)727-2090 po A Ar005 SE=FLOCRFLAN A7006 FUJ:FLAN ,�!E_FNGINFER: Owner: ENGINEERING.LLC C11DAVE G ArC107 INISPIF;A-nONALI 1010 ROUTE 112,SUITE 200 Mat1 -9 - 9025 MAIN ROAD LLC PORT JEFFERSON STATION,NY 11776rort A7008 S-EVA CINIS CARDINALE MANAGEMENT TEL:(631)476-0600 rz AE009 ELB/A HONG&PFCPCSE) 10095 MAIN ROAD,UNIT arratooka Arolo saNDINCISI MATTITUCK,NY 11952 UTILITIES Paint A7011 saARFLAN CO.0 WATER SUFFOLK COUNTY WATER AUTHORITY C 1.0 NDISANDLE03NDS 4060 SUNRISE HIGHWAY 3 es OKADALE,NY 11769 T-003 FEIVA TEL:(631)589-5200 T-004 ENs'nN3 03DITONIS SEWER .14 5 C21 ENs-nNS=-nal AND 1313VICLI-RCIN PLAN(BkST) ON-SITE/PRIVATE rayLaurel Lake C22 EMsnN3OCN311ICN6*DcEviailiCNFLAN(VE90 GAS ALBO DR cal B;MCN*DaDMENTOCNffFCLFLAN(FASD NATIONAL GRID 1650 SLIP AVENUE C3.2 E[;MoN*DSE]IV1ENTaMFCLPLAN(VES`I) 13RFN TWOOD,NY 11717 TEL:1(800)-930-5033 C4.1 AL1GVE\1T*DWTffPLS(EASD PROJECT C4.2 ALJGVENT*D WTEiALS(V\133T) ELECTRIC V, C5.1 PAR4 N G MOS!GWE PLAN(BkST) PSEG LONG ISLAND LOCATION 1650 ISE AVENUE L el R4NG*D,9 G146M PLAN WE�I) BRENTW6100D,NY 11717 C5.2 PA TEL:1(800)-490-0025 e C5.3 \Eio_E_TLMN3SIMJA-ncNs GOVERNING AGENCIES C6.1 CR0N3*DCFNNAMPl C6.2 G7ADN3*DCRNNI1E3T) IQ THOLD C7.1 LMLI1YP1LAN(EAST) .11VUNIE PO BOX 1179 m C7.2 LMU1YRM(VEST) SOUTHOLD,NY 1179 C7.3 S8,NITAR(IFFICII TEL:(631)765-1800 C8.1 UG-MNGPLAN(I5k5T) 360 UFFQU<COUNTY DEPARTMENT OF HEALTH SERVICES WASTEWATER MANAGEMENT C8.2 LIG-MINGPLAN(VE3T) YAP HANK AVENUE SUITE 2C YAPHANK,NY 11930 TEL:(631)852-5700 C9.1 _*D9CAF1NGFLAN(IBk-,I) C9.2 L*DSCAFINGIFLAN(WITI) NEW��R 1,,EaA1j11L11TQF_TRANSPORTATION- REGION 10 C10.1 CErALS-sca/EIRANI REGIONAL L STATE RICHARD 'CA' . o SYMBOL LEGEND PERRY S.DURYEA,JR.STATE OFFICE BUILDING C10.2 a:7ALS-ffiAER*DV\A1ER 250 VETERANS MEMORIAL HIGHWAY HALI NY 11788 C10.3 CEII DRNNI TEL:(631)�52-6632 LOCATION MAP C10.4 CIETALS-IVISCLMUTY See Detail 0) Door Number C10.5 CEII STE Elevation [3�-Wall Type SCALE INTS Q�0,0"Elevation Target C10.6 CErA LS-STE Section Cut C10.7 CIETALS-B:CS(N AND SEDIVEW 034rRa- /#\ Revision C 10.8 CIETA LS-PA\EIVENT MAFN N]S AND a G44JM Window Number C10.9 CEII PI C1111.0 1EL7ERNIGS North Arrow: )0000( VIATER PA:+(,GD-10 LBA3_PLAN )0000( MTERPAR(-B4M PI AN MTMPARF IVII=WNEPLAN )0000( MTERPAF4<-1STR-CCRPLAN Ar012 VATBRPAR<-Fad NG DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART.FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. DRAWING INFORMATION ISSUED FOR REVIEW 8/20/2021 yr 00 D.O.B.No.- Anew hotel located in Mattituck, developed by: A MATTITUCK'S HOTEL 9025,Mattituck,New York 11952 IPIFI MATTITUCK HOTEL won. 9025 Main Road, Mattituck,NY 11952 L TITLE PAGE SEAL AND SIGNATURE DATE 101012D22 F-D Aq PROJECT N. MATT[TUCK 2022 GAS DRAWING BY GYAS 7 C CHKBY 0 .32 DWG N. T-001.00 GADO N. IIIIIIIIN BSCAN CASE • • Case Development Inc 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 www.1�a com Office 14478l4170 e119 Office 914 478 4170 Cell 917 597 1982 Project Architect: SUBJECT PREMISES 5CTM Nq,1009-122-06-221 ,Q f, F• SOM No.1ooD-lzx-os-za GREGORY SHARP ARCHITECT,PC (4.361 cc.} a 145 PALISADE STREET,SUITE 211 33 KEY MAP DOBBS FERRY 9 SCALE 1"=600' OFFICE 914 478 4170 CELL 917 597 1982 b 0 4] BC 120 INFO@CASEDEVELOPMENT.COM Scale I"-zn' A Project Developed By: SITE PLAN FOR VIVO HOSPITAL GROUP / \ / 9025 MAIN ROAD,LLC MATTITUCK HOTEL DEVELOPMENT LLC SITUATE ki MATTITUCK OWNERS REP. TOWN OF SOUTHOLD 81 MAIN STREET SUFFOLK COUNTY,NEW YORK DOBBS FERRY,NEW YORK 10522 S.C.TAX No.1000-122-06-22.1 / \ 1000-122-06-23 / q SCALE 1"=4D' SEPTEMBER 25,2018 AUGUST 14,2020 ME PLAN u 23,ID21 Upmn sua� 4/ \ LOT AREA DATA Owner: / e \ �e 1f01.4L�P6 913,}.i3.,'n 9025 MAIN ROAD LLC CA RDINA LE MANAGEMENT 1 °�y°� v 10095 MAIN ROAD,UNIT L, 1"1� /a� " 0IFNER MATTITUCK,NY 11952 y 2-1ftlf.NEW 1FORK 11492 J/ 4o4q .v �\ \ hyv f/ •� Al \ / sr v � p J"s ,p M .d yq ji4Zon � y a \ �o SYMBOL LEGEND See Detail 15 Door Number 3�Wall Type Elevation =T_-__ 0.0"Elevation Target --__ w}A �^ i // Section Gut Revision e �, 11 � Window Number / \ North Arrow: Imo= �� ,•` e �° At 10 DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR �? INDICATED HEREBY ARE THE PROPERTY OF CASE / J s en309-E 11 B.fi• \ " . f A' ti DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE r; OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY / �cP'�; ,�,�M _ .. -- - •� '� • " F / ANY PARTIES OTHER THAN THOSE AUTHORIZED BY _ _ s 18'4•z°• `r, CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM .J°� '•s.c rax no.1a[w 1xz as za �� \� �e �'s � �'�� r71� / CASE DEVELOPMENT. �. 1NIA6' N ETPS'Op'V! _ DRAWING INFORMATION ------- --- _ -.- , 0 ISSUED FOR REVIEW 8/20/2021 AL AL A, A IL AL AY AN V` W D.O.B.No. A new hotel located in Mattituck, developed by: MATTITUCK'S HOTEL \\ va"6•y�� l/ }' ti 9025,Mattituck,New York 11952 PROJECT: \ \ MATTITUCK HOTEL \ / 9025 Main Road, / Mattituck,NY 11952 r ' SURVEY S-001,00 SURVEY -- ;Q, UL. Nathan Taft Corwin III Land Surveyor SEAL AND SIGNATURE: DATE: 10(03(2022 ��pED AgC PROJECT No MATTITUCK 2022 m.i.om wwnew+"w" tvi"r: aiw.n'A ��J OPV DRAWING BY:GA$F yf �' GS/AS F..(w)nl-r �� s'S��0 CHK BY: "'%°As„xwC ,vnpw�r"w"rvN C'1 V DWG N. . S-001.00 CADO NO BSCAN: ill CASE • • 310111 RCMTA3LE Case Development Inc 100%TON FLG021 RG022 iOTP1.S 45 PALISADE STREET,SUITE 211 Ell ORvIS 0RAS OHvIS DOBBS FERRY,NY 10522 r Ell 58 RIAS 55 RVIS 103 RVIS www.casedevelopment.com BALDNl 4 RVIS 4 RVIS 8 RVIS Office 914 478 4170 Cell 917 597 1982 TOTAL 62 RIS 59 RVIS 121 RVIS SEATING AREA+ ROVLS 42 RNS 45 RVIS 87 RAS SERVICES,STAIRS& SATES 17 RVIS 17 RVIS 34 RVS ELVATORS Project Architect: BVIFLOEBI-I.A31S� ORVS 4RVS 4Rv5 (8,380 square ft.) = TOTAL ROVLS 121 , �' _ R'vTPLR'WT 275 SEATSI �jl >r� CP,IEdIS�FYYL 300 SASS M �- GREGORY SHARP ARCHITECT,PC PERFORMANCE AREA 145 PALISADE STREET,SUITE 211 R=8v�- +�_t� Daees FERRY „I:Ii a-a,. fr '�V- �.r. f�/�' B ELEVATOR ""y - t A - ¢// MI (1,636 square ft.) t i1._ �/ OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT.COM T a A Project Developed By: VIVO HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC OWNERS REP. 81 MAIN STREET ,,. DOBBS FERRY,NEW YORK 10522 N. FjLand Parcel and Surrounds from above F�Zoning Map SCALE:NS SCALE:NS Owner: 9025 MAIN ROAD LLC CARDINALE MANAGEMENT 0095 MAIN ROAD,UNIT 4 ZONING COMPLIANCE TABLE-BUSINESS(B)DISTRICT VARIANCE REQUIRED OFF-STREET PARKING CALCULATIONS(TOWN CODE§280-78) MATTITUCK,NY 11952 NO.SEATS CALC. RE(L SITE STATISTICS TOWN CODE SECTION DESCRIPTION REQUIRED EXISTING PROPOSED REQUIRED DESCRIPTION CRITERIA' ORUNITS AREA(SF)SPACES SPACES DESCRIPTION UNIT IPROPOSEDOTY BUSTING OTY BUSINESS DISTRICT DIMENSIONAL CRITERIA: RESTAURANT 1 SP PER 3 SEATS 275 92 92 AREAS VC 815 59 - §280 ATTACHMENT 4 MINIMUM LOT AREA(SF) 30,000 325,273 325,273 NO OR 1 SP PER 100 SF 5, EAST PARCEL SF 325,273 325,273 (259 square ft.) 408 §280 ATTACHMENT 4 MINIMUM LOT WIDTH(FT) 150 514 514 NO CATERING HALL 1SP PER SEATS 300 10D - BUILDING COVERAGEERAGE SF 105.945 57,- BUILDINGA SF 5,945 §280 ATTACHMENT 4 MINIMUM LOT DEPTH(FT) 150 695 695 NO OR 1 SP PER 100 SF 11,033 111 111 BUILDING B SF 69,809 §260 ATTACHMENT 4 MINIMUM FRONT YARD SETBACK(FT) VARIABLE 299.63 142.09 NO HOTEL 1 SP PER GUEST ROOM 126 126 126 1 BUILDING SF 4,503 DECK/FOOT.AREA SF 23,227 §280 ATTACHMENT 4 MINIMUM SIDE YARD SETBACK(FT) 25 22.54 36.90 NO AND 1 SP PER EMPLOY EE 50 50 50 PAVBa1BNTS BE 119,265 198,288 §280 ATTACHMENT 4 MINIMUM BOTH SIDE YARDS(FT) 50 75.08 94.40 NO INDOOR RECREATION 1SP PER 300SF FLOOR AREA 11,521 39 39 LANDSCAPE SF 102.524 69,577 §280 ATTACHMENT 4 MINIMUM REAR YARD SETBACK(FT) 35 89.49 135.50 NO AND 5 SPACES PERCOURT - _ WETLANDS BE - - INDOOR KIDS AREA §280 ATTACHMENT 4 MAXIMUM LOT COVERAGE(%) 30% 17.65% 21.38% NO AND I SP PER 200 FT OF RINK - _ _ orHB�LANoscAPE sF 102,524 69,577 (8,775 square ft.) §280 ATTACHMENT 4 MAXIMUM PERMITTED HEIGHT(FT) 35 N/A 35 NO TOTAL SPACES REQUIRED 418 WEST PARCEL SF 189,984 189,984 §280 ATTACHMENT 4 MAXIMUM BUILDING STORIES 2 NIA 2 NO BUILDING COVERAGE SF 240 VWVrP BLDG SF 240 097 PROPOSED PARKING COUNTS PAVEMENTS SF 75, SERVICE AREA HOTEL LAND USE: LANDSCAPE SF 114,647 189,984 §280-48(B)(2) MINIMUM LOT SIZE 3 ACRES 11.83 ACRES 11.83 ACRES NO DESCRIPTION _ RED.SPACES WETLANDS SF 18,426 18,377 (8,630 square ft.) §280-35(B)(4) NUMBER OF UNITS(1 UNIT PER 4,000 SF LAND) 121 N/A 121 NO UNDERGROUNDSTANDtARDSTALLS 208 OTFERLANDSGAPE SF 96,221 171,607 §280-35(C)(2) SANITARY ACCESSORY FACILITY N/A N/A YES NO UNDERGROUND AD4 STALLS 2 TOTAL SF 515,257 515,257 EXTERIOR EAST LOT STANDARD STALLS 166 TOTAL WETLAND SF 18,426 18,377 POOL AREA PARKING REGULATIONS: EXTfRIOOREAST LOTADASTALLS 10 BASF3.SE SF 11.621 - (31,129 square ft.) BUUDABLE LAND SF 1 485.210 496880 §280-78 REQUIRED PARKING SPACES(SEE PARKING CALCS) 1418 367 576 1 NO EXTERIOR WEST LOT STANDARD STALLS 190 §280-79 REQUIRED LOADING SPACES(SEE PARKING CALCS) 13 2 31 NO EXTERIOR WEST LOT ADA STALLS - TOTAL SPACES PROVIDED 576 TOTAL ACCESSIBLE SPACES 12 REQUIRED ACCESSIBLE SPACES(2%OF TOTAL) 12 SERVICE AREA (4,035 square ft.) F31Zoning Sq.Ft.Diagram SYMBOL LEGEND See Detail 0 Door Number qe [3 Wall Type Elevation Vd �0.0"Elevation Target LF 8 Section Gut Revision 11 Window Number GROUND LEVEL 1ST FL. HOTEL ROOM-INCLUDE PORCHES-TERRACES North Arrow: (4,508 square ft.) BACK-OF HOUSE VC SERVICE AREA (259 square ft.) (7,037 square ft.) DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE VC DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE (259 square ft.) OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. PLAZA LEVEL 1ST FL. HOTEL ROOM-INCLUDE DRAWING INFORMATION HALLWAY PORCHES-TERRACES SERVICE AREA (43,275 square ft.) ISSUED FOR REVIEW 8/20/2021 CATERING HALL (4,886 square ft.) (10,077 square ft. UPPER LEVEL 2ND FL. SERVICE AREA HOTEL ROOM-INCLUDE (1,294 square ft.) PORCHES-TERRACES (46,443 square ft.) PROGRAM SPACE D.O.B.No.- (4,451 square ft.) A new hotel located in Mattituck, developed by: ENTRY MATTITUCK'S HOTEL PRE FUNCTION 9025,Mattituck,New York 11952 (5,795 square ft.) PROJECT: MATTITUCK HOTEL 9025 Main Road, HOTELLOBBY RESTAURANT BAR Mattituck,NY 11952 TOTAL SOFT.CHART ENTRANCE (5,812 square ft.) (3,167 square ft.) PLAZA LEVEL HOTELIST FL (47,783 square ft.) UPPERLEVT H DTELZND FL. (5,812 squarsquare .) ZONING PAGE RESTAURANT i BAR (5,812 square R.) HOTEL LOBBY ENTRANCE (3,167 square R.) SERVICE AREA (28,295 square ft.) CATERINGHALL (10,077 square ft.) PROGRAM SPACE (4,451 square ft.) SEAL AND SIGNATURE: DATE: 10/03/2022 INDOORMI)SAREA (8,775 square ft.) POOL AREA (31,129 square ft.) �� Cy RE A/� PROJECT No MATTIrUGK 2022 CAS MEZZANINE LEVEL (8,380 square ft.) �g QPV E /f DRAWING BY GS�gS S F ENTRY PRE-FUNCTION (5,795 square ft.) �� 'S,y O� cHK EV: ¢j TOTAL SOFT.HOTEL (200,087 square ft.) ( � DWG No: f T-002.00 CADO Na OSCAN: 11 CASE • • Case Development Inc 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 IT Project Architect: n D IT IT , Cl) ITU) GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET,SUITE 211 SEE C-9.1,C-9.2 OFFICE FERRY E 914 4170 CELL 917 597 1982 FOR LANDSCAPING PLAN OFFIC /�� INFO®CASEUEVELVELOPMENT.COM A Project Developed By: I�R VIVO HOSPITAL GROUP �,z MATTITUCK HOTEL DEVELOPMENT LLC ... zo. . .' .';'. OWNERS REP ... .. .... .. 81 MAIN STREET �a DOBBS FERRY,NEW YORK 10522 b ..'. .. -� Owner: n � aw 9025 MAIN ROAD LLC CARDINALE MANAGEMENT 10095 MAIN ROAD,UNIT L, 2 � ® � x�ao MATTITUCK,NY 11952 DI o o0 00000000a o � e - al 71 D a Qo yea III 0 o cb5 G NCO d ®o® ILo�o� T\ p. 4 N O b '. D M x o =yam a p SYMBOL LEGEND ' yNcoa o `z z O See Detail 15 Door Number A zZ e Wall Type ' '�� N Z O q 8 Elevation Q�0.0"Elevation Target ° nvnn3niaa O1 " Section Gut A# Revision 11 Window Number North Arrow: b M y� P OIL q N y m� DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE n :b xa OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY a CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM n CASE DEVELOPMENT. DRAWING INFORMATION C] ISSUED FOR REVIEW 8/20/2021 d b O C> q O n D.O.B.No.- p cr n A new hotel located in Mattituck, a developed by: n MATTITUCK'S HOTEL 9k 9025,Mattituck,New York 11952 Sl d O _ O o C> PROJECT: MATTITUCK HOTEL 9025 Main Road, n Mattituck,NY 11952 C] J)SITE PLAN �SCALE: 1/32"=V-0" PROPOSED SITE PLAN 0 5' 20' 50' SEAL AND SIGNATURE DATE_ 10/03/2022 D A/�L PROJECT No MATTITUCK 2022 ,�9oPV CASE ]B DRAWING BY GS/AS ,7 0� CHKBY: col DWG N. 0J..A A-001.00 CADO Na BSCAN 0 CASE Case Development Inc 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 9175971982 Project Architect: F&q A GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET,SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT COM A Project Developed By: Vivo HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC OWNERS REP. 81 MAIN STREET HOUSE DOBBS FERRY,NEW YORK 10522 PUBLIC WATER HOUSE 355 HoBSON DRIVE PUBLIC WATER MATTITUCK,EPU13'1 PU NY 11952 < HOUSE WATER u Owner. o 9025 MAIN ROAD LLC CARD CA MANAGEMENT o LL 10095 MAIN ROAD,UNIT L, ........... ........ MATTITUCK,NY 11952 4-WORKER HOUSING APARTMENTS. QQQ I® /> 6 0 Ol Q au El IFF-1 CB FOO E?B C) C) C) ff CATERING��L 00 TRAIN RAILROAD Ell SYMBOL LEGEND PROGRAM See Detail Door Number SPACE e e 0 Wall Type Elevation z 0.0"Elevation Target C1 Q) Section Cut—j A# Revision Window Number L North Arrow. a DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART.FOR ANY OTHER PROJECTS OR PURPOSES,BY ........ ANY PARTIES OTHER THAN THOSE AUTHORIZED BY ... ........... ........... CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM 90 CASE DEVELOPMENT. 8 DRAWING INFORMATION J00 0 pow OD Q1 U 0 rn ISSUED FOR REVIEW 8/20/2021 90 V a V QD.O.B.No.- A new hotel located in Mattituck, developed by: o MATTITUCK'S HOTEL 9025,Mattituck,New York 11952 W* *SOS* *ZZQ, -S *W *@-*S* *@W* *a*-*W* *@*a *@W* *W**@-*S* *GW* *S* PROJECT MATTITUCK HOTEL 9025 Main Road, Mattituck,NY 11952 nGROLIND PLAN SCALE NS PROPOSED GROUND PLAN W6?001111 o 5' 20' 50, SEAL AND SIGNATURE DATE 101012022 EIDA,�C' PROJECT N. MATTrFUCK 2022 CAS DRAWING BY GS/AS — 7 CHKBY col DWG N. 94 1 P. A-002.00 GADO N. BSCAN CASE � • • Case Development Inc J 145 PALISADE STREET,SUITE 211 / \ DOBBS FERRY,NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 f— t t _ Project Architect: m A GREGORY SHARP ARCHITECT,PC 145\ PALISADE STREET,SUITE 211 DOBBS FERRY \ OFFICE 914 478 4170 LELL 917 597 1.2 INFO®CASEDEVELOPMENT.COM A Project Developed By: ARCADE POOL �D; Vivo HOSPITAL GROUP STAFFING STAFFING \ MATTITUCK HOTEL DEVELOPMENT LLC BOH \ \` OWNERS REP. r�� BOH \ 81 MAIN STREET \\, DOBBS FERRY,NEW YORK 10522 \ BOH VC F&B BOH VC Owner. �\ 9025 MAIN ROAD LLC CARDINALE MANAGEMENT 10095 MAIN ROAD,UNIT L, \, MATTITUCK,NY 11952 KIDDIE SPLASH SLIDES INDOOR KIDS AREA GODCOL)GOD \ /- F&B WINDOW GUEST \ ��.y// �\'• SZ ll Sd Sl Ll Sd Sl Ll Sd SERVICES OGODCODO FLOW RIDER E P _ \ BOH ,-- / SYMBOL LEGEND RETAIL& PERFORMANCE See Detail Door Number TICKETING BOH w / 1t� h\\ 3�Wail Type / I I � t \I i \ \\\4' �";tt.�' 8 Elevation 0.0"Elevation Target ol{/ 1 Section Gut Revision lr� y �\ l \\ �� \ ,� 11 Window Number /y / s\\ North Arrow: / \ j � a DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE I I / — / i / DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE =-T 'F /� r, OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY \t 7— \\ram P\t\�� ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM MID SLIDE RUN / / CAVE ACTIVITY I OUT \ w— CASE DEVELOPMENT.� \ , POOL _ — �\ {� DRAWING INFORMATION 1 \ � ISSUED FOR REVIEW 8/20/2021 t \ NOTE: TALL SLIDE RUN OUT TOTAL COUNT OF D.O.B.No. VALET STACKER I PARKING=208 A new hotel located in Mattituck, STALLS developed by: I MATTITUCK'S HOTEL nBASEMENT PLAN 9025,Mattituck,New York 11952 ��SCALE: 3/32"=V-0" I / PROJECT: 0 5' 20' 50' I / MATTITUCK HOTEL 9025 Main Road, Mattituck,NY 11952 I PROPOSED BASEMENT PLAN I / SEAL AND SIGNATURE_ DATE_ 1010 12022 / ED A,�C' PROJECT No MATT[TUCK 2022 CAS DRAWING BY- GS/AS [`0 w s'Sq�O� GHK BV: 0 DWG N. *� oJ.. . A-003.00 � cnoa N. escnN CASE � • • Case Development Inc / \ DO PALISADE STREET,SUITE 211 www.c FERRY,NY 10522 www.casedevelopment.com 4170 com I � Office 914 478 4170 Cell 917 597 1982 I \ Project Architect: A I \ GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET,SUITE 211 \ I \ DOBBS FERRY \ \ OFFICE 914 478 4170 CELL 917 597 1982 \ INFO@CASEDEVELVELOPMENT.COM A Project Developed By: \ Vivo HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC \ OWNERS REP. \ 81 MAIN STREET \ `\ DOBBS FERRY,NEW YORK 10522 VC � BOH v\ VC i i i \e \ Owner: \ 9025 MAIN Raab LLC CARD CA RDINA LE MANAGEMENT 10095 MAIN ROAD,UNIT L, MATTITUCK,NY 11952 SEATING AREA \ I I � I I 7G 7z 70, I I I EL I I 7 0 SYMBOL LEGEND �2 -L BOH n - e See Detail Door Number -/ W VC 8 Elevation 0.0"Elevation Type Target - e�Section Cut - / SLIDE Revision JIB TOWER m Window Number / ' I North Arrow: DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE / n DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE / / I 7L OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY / I ANY PARTIES OTHER THAN THOSE AUTHORIZED BY yN CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM j CASE DEVELOPMENT. DRAWING INFORMATION - VC \ ISSUED FOR REVIEW 8/20/2021 SEATING AREA � \ �LLjLjLjLjLjLjLjLjLLLjLLjLLjLDL I D.O.B.No.- \ \ A new hotel located in Mattituck, developed by: 1 BASEMENT/MEZZANINE PLAN I \ 9025,MUCK'S HOTEL I 9025 Mattituck,New York 11952 SCALE: NTS / \ PROJECT: O S' 20' SO' I / \ MATTITUCK HOTEL 9025 Main Road, IMattituck,NY 11952 PROPOSED MEZZANINE PLAN / SEAL AND SIGNATURE DATE_ 101012D22 ED ARC, PROJECT No MATTrrUCK 2022 CASE�/�. DRAWING BY eSiAs 4r S9��a CHKBY: 0 DWG N. A-004.00 CADO Na BSCAN 7 "1 El CASE • 4-WORKER HOUSING APARTMENTS. Case Development Inc ` 1 r 145 PALISADE STREET,SUITE 211 ® T DOBBS FERRY,NY 10522 www.casedevelo ® ^_� ® Office 9144784170 p nCelol 917 597 1982 arcl�ne J O O Project Architect: Llw GREGORY SHARP ARCHITECT,PC T! O 145 PALISADE STREET,SUITE 211 LODDOBBS FERRY _ W T 75j� OFFICE 914 478 4170 CELL 917 597 1982 m gIC1ErE11E Q ❑'� INFO@CASEDEVELOPMENT.COM O° 0 A Project Developed By: ENF VIVO HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC OWNERS REP. BI MAIN STREET DOBBS FERRY,NEW YORK 10522 BA FOO I C � O Q O ® ® Owner: 0 0 9025 MAIN ROAD LLC CARDINALE MANAGEMENT p O� s�g9 5 10095 MAIN ROAD,UNIT L, MATTITUCK,NY 11952 O O O S9 O Cl �SE99 Oc � CATERING HALL �--3 0 CAPACITY-300 SEATS n O O �S£� Q Oc a EL OSgZtl PROGRAM °Sacv 1 O SPACE SYMBOL LEGEND sSee Detail Door Number 2 Wall Type SE9 O \na/ Elevation/ 0.0"Elevation Target\ �SE9S 8 Section Cut Revision Window Number North Arrow: DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR O INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE T T T T T OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY /m CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM �SE95 CASE DEVELOPMENT. T m T m T m T m �SE� DRAWING INFORMATION ISSUED FOR REVIEW 8/20/2021 \ T T T T \ T \ T T D.O.B.No.- T T T T T T T T T T T T T T T T T T Anew hotel located in Mattituck, developed by: MATTITUCK'S HOTEL O�N _ e� 9025,Mattituck,New York 11952 �TOTTTTTTTTTTT 0020. ®® T m m m T T T 0® � ®� - ® ® ® PROJECT_ o® ! 0 0 0 GYm MATTITUCK HOTEL FIRST FLOOR PLAN c N 9025 Main Road, :1) ®® m SCALE: 3/32"=1'-0" m Mattituck,NY 11952 � „ T (j� N pa uo T � 20' S°' FIRST FLOOR PLAN p�r'II�®I' � Spa Room 1 I U (n N� OCONi N 5 a SEAL AND SIGNATURE DATE_ 10/03/2022 T �� pED 14 PROJECT N. MATTrrUCK 2022 6 Oroo Cog OPV cnSFctir� DRAWING BY GS/AS 7HK CRY ® tl v DWG N. A-004.01 GADO Na: ✓T�� BSCAN: 111 11111 1111 1111 1111 7 `7 CA S�E =F 1`11'7111711 •11171=131 Case Development Inc 0 . 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 www.casedevelopment.com arcnfNErrt Office 914 478 4170 Cell 917 597 1982 cn Project Architect: IA _j co L7 L�jl I co GREGORY SH4RP ARCHITECT,PC 14 5 PAL GADE STREET,SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 H (D INFO@CASEDEVELOPMENT COM A Project Developed By: Vivo HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC 1171 OWNERS REP. "UMID [.]LjYx�j�\ 81 MAIN STREET DOBBS FERRY,NEW YORK 10522 LE Dm'o CD �<�> CDOwner: %30 BAR 9025 MAIN ROAD LLC CARDINALE MANAGEMENT 10095 MAIN ROAD,UNIT L, MATTITUCK,NY 11952 i ED 00 C9 Q\j SYMBOL LEGEND See Detail 0) Door Number OPEN TO BELOW [3�—Wall Type 3 Elevation 0,0"Elevation Target Section Cut Revision v�> 11 Window Number North Arrow: 0 00 RESTAURANT 1 CAPACITY-275 SEATS DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE �1= \ ® DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART.FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM . . . . CASE DEVELOPMENT. DRAWING INFORMATION DC ISSUED FOR REVIEW 8/20/2021 6) \�G 0 00 CD . . �s ass D.O.B.No.- A new hotel located in Mattituck, developed by: 399S, MATTITUCK'S HOTEL )SECOND FLOOR PLAN co 9025,Mattil New York 11952 SCALE: 3/32"=V-0" v) BgSF PROJECT: 0 5' 20' 50' II MATTITUCK HOTEL 9025 Main Road, co U Mattituck,NY 11952 0 a w C, C, co IQ% PROPOSED 2ND FL PLAN co ti Q) R co SEAL AND SIGNATURE DATE 101012D22 W ,��FtED A PROJECT N. MATTF El DRAWING BY: GS/AS CHKBY 0 C7 DWG N. A-005.00 211M GADO N. BSCAN T�T TT T T T CASE . • T T T Case Development Inc 145 PALISADE STREET,SUITE 211 T T DOBBS FERRY,NY 10522 T T www.casedevelopment.com T T Office 914 478 4170 Cell 917 597 1982 T T Project Architect: TTT O TTT A T T T GREGORY SHARP ARCHITECT,PC T T T 145 PALISADE STREET,SUITE 211 T T T T DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 m m m m m m m m INFO®CASEDEVELOPMENT.COM A Project Developed By: VIVO HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC T OWNERS REP. T T T 81 MAIN STREET DOBBS FERRY,NEW YORK 10522 CD Owner: 9025 MAIN ROAD LLC �O -- CARDINALS MANAGEMENT 10095 MAIN ROAD,UNIT 4 T MATTITUCK,NY 11952 T T T TTT El- W' T e r s� 0 GLASS ROOF q - SYMBOL LEGEND O( See Detail Door Number 15 AB . Elevation Target El 8 Elevation �0.0" 8 Section Gut Revision 11 Window Number - North Arrow: DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY T - - - - - CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. T T T m DRAWING INFORMATION ISSUED FOR REVIEW 8/20/2021 T T T T T T T T T T T T T T T T T T D.O.B.No.- T T T T T T T T T A new hotel located in Mattituck, m T T T T T T T developed by: T T T T T T T T T MATTITUCK'S HOTEL T T T 9025,Mattituck,New York 11952 T T T T T T T PROJECT: MATTITUCK HOTEL 9025 Main Road, )ROOF PLAN Mattituck,NY 11952 SCALE: 3/32"=V-0" 05' 20' 50, TTTTTTTTTTT PROPOSED ROOF PLAN SEAL AND SIGNATURE_ DATE_ 1010 12022 T T T T T T T T T T T T T T ��pED Aq� PROJECT Na_ IMATTITUCK 2022 DRAWING BY. GS/AS T T T m T T T T T T T T �O ssvet`O� CHKBY_ m T T T T T T T T T T T T m T m. T T T C'¢) V DWG N. T T T T TTT T T TTTTTT o:� . r, A-006.00 T T T T T T T T T T T T T T T T T T T T T T T T T T CADO Na_ BSCAN_ CASE • Case Development Inc 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 www.casedevelopment.com Office 914 478 4170 Cell 917 597 1982 Project Architect: F&q A GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET,SUITE 211 DOBBS FERRY OFFICE 914 478 4170 CELL 917 597 1982 S INFO@CASEDEVELOPMENT.COM r -g -`f _ A Project Developed By: J _ Vivo HOSPITAL GROUP „+ ,{' 'd71 I MATTITUCK HOTEL DEVELOPMENT LLC OWNERS REP. 81 MAIN STREET -�-- --- - - DOBBS FERRY,NEW YORK 10522 I - 1, 4 Owner: 9025 MAIN ROAD LLC CARDI ALE MANAGEMENT -•, _ r - 10095 MAIN ROAD,UNIT L,MATTITUCK,NY 11952 k A � 711 1. . '-... � - �' _ —" � SYMBOL LEGEND •' + �•+ -C - -- �--j��T E s See Detail Door Number _ Wall Elevation Type e 0.0"Elevation Target -- I - " - e Section Cut Revision a x.-. Window Number North Arrow: R }yr Sr _ :'rt�y •,fir. DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR - INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE I, V OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM lI CASE DEVELOPMENT. • DRAWING INFORMATION ISSUED FOR REVIEW 8/20/2021 — — y 14 D.O.B.No.- A new hotel located in Mattituck, s, developed by: v t" MATTITUCK'S HOTEL 9025,Mattituck,New York 11952 i r rd I Y P 7 11K.r - f_ PROJECT: MATTITUCK HOTEL - 9025 Main Road, Mattituck,NY 11952 INSPIRATIONAL IMAGES SEAL AND SIGNATURE: DATE: 10/012022 ��FtED Aq� PROJECT No MATTrrUCK 2022 ��S OPV CASE yrl DRAWING BY. GS/AS �0 CHKBY: 0 -C DWG N. A-007.00 CADO Na BSCAN 11 lillli lillill lilll CASE 111�11''I I I! Case Development Inc 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 10 10 www.casedevelopment.com -4,0� AX, Office 914 478 4170 Cell 9175971982 M 101 - 40� Gs x Project Architect. M&M 4 7 lwx' Av D� -�'NAVD A TOP OF FLAT RO F+28-0 4 65b') RL GREGORY SHARP ARCHITECT,PC 10,of F F 145 PALGADE STREET,SUITE 211 2N'FL IDIBBs FERRY Rl 111- LL NAVE 110101R(1515') OFFicE 914 478 4170 CELL 917 597 1982 lyl FLOOR E F INFo@CASEDEVELOPMENT COM NAVE+6-0 T"t, 1' �%NAVE TLI C T1 F') A Project Developed By: STREET LEVEL UNDERGROUND PARKING ENTRANCE Vivo HOSPITAL GROUP LOWEST LEVEL MATTITUCK HOTEL DEVELOPMENT LLC T2 0) OWNERS REP. or 81 MAIN STREET DOBBS FERRY,NEW YORK 10522 Side Elevation SCALE 1/16"-V-o" jN4 i4A %k�,", OP 1 LA Owner: N ———————————— �-,*-- ———————— T ''�E -1 �l F---I = 2ND FLOOR 10095 MAIN ROAD,UNIT MANAGEMENT 2NDFLO OR(1115) MATTITUCK,NY 11952 ++ 1 S T FLOOR 1ST FLOOR Fl 46-0(443.5) - STREET LEVEL Front Elevation SCALE 1/16"=V-W l 0i Oct, 4�407 TOP OF Fi��T(Fl R p NAVE+28- END FLOOR 2ND FLOOR 2ND FLOOR Rl T55.5)"`-` T-rNAND 4I 65(4535) NAVE E"NAVE D C'(44.0') C-1P(F+L4030.0 j H Ott FLOOR STREET(+34 a STREET LF �)EVEL �31Side Elevation SYMBOL LEGEND SCALE I/16"-V-0" See Detail 0) Door Number [31—Wall Type Elevation 0,0"Elevation Target 'Am 0. zzf Section Cut Revision 4 -PIE N -,,1i,--X? [11j Window Number I-S w "7 North Arrow: Z F IF FL11 11 —to NAVE 42� (4 b� 2ND FLOOR 2ND FLOOR RAV)416 5'(+53 5) FFFFFFFF zF OCR II 11 FLOOR I" 1(11 1) DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR � INDICATED HEREBY ARE THE PROPERTY OF CASE STREET LEVEL DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE + OR IN PART.FOR ANY OTHER PROJECTS OR PURPOSES,BY ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. Rear Elevation DRAWING INFORMATION SCALE 1/16"-I"Y" ISSUED FOR REVIEW 8/20/2021 ADULT POOL LEVEL G ASS ROOF ——————————————————————————————————— —————————— —————————————————————————————————— ——————————— ROOF D.O.B.No.- F 2ND FLOOR A new hotel located in Mattituck, ATRIUM FLOOR developed by: MATTITUCK'S HOTEL AMG 1ST FLOOR 9025,Mattil New York 11952 NAV)0'-0"(+3TO')`47 CATERING LEVEL MEZZANINE PROJECT: KIDS ZONE WETZONE ACTIVITY LEVEL ACTIVITY LEVEL MATTITUCK HOTEL 9025 Main Road, attituck,NY 11952 LOWER LEVEL WATER PARK PROPOSED ELEVATIONS &SECTION lJSection 1 SEAL AND SIGNATURE DATE 101012D22 SCALE 1/16"-V-Y' D A PROJECT N. MATTITUCK 2022 CAS DRAWING BY GS/AS B,S,0 CHKBY DWG N. oJ.., A-008.00 GADO Na BSCAN 1111 Ill BULKHEAD C I S E • Case Development Inc - 145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 com GREEN MALL— -%'1" Www.ca14478l4170 Cell Office 914 478 4170 Cell 917 597 1982 N*"`4 Project Architect: X VA 1 — GREGORY SHARP ARCHITECT,PC 145 PALISADE STREET,SUITE 211 DOBBS FERRY w-Yt IF OFFICE 914 478 4170 CELL 917 597 1982 , I ww()�aaF c�aurv��ioore INFO.CASEUEVELOPMENT.COM li LaoR o 0 0 0 0 0 0 0 0 C a Nnw(-1PRia A Project Developed By: VIVO HOSPITAL GROUP MATTITUCK HOTEL DEVELOPMENT LLC OWNERS REP. 81 MAIN STREET OOD DOBBS FERRY,NEW YORK 10522 � �11Catering Hall&Restaurant Elevation A �61Building C-Front Elevation F METAL PANEL-CONCRETE APPEARANCE- W SCALE:,/8"-V-o" WOOD WALL- WOOD WALL- WOOD J SCALE:,/8"=,'-o" STONE WALL Owner: 9025 MAIN ROAD LLC TOP OF FIAT ROOF CARDINALE MANAGEMENT -- NAVD+28'-0"L6C0') 10095 MAIN ROAD,UNIT L, MATTITUCK,NY 11952 44 411 _ L 2ND FLOOR "^ NAVD+16.5(+535) 1ST FLOOR NAVD+s'-a"(+a3.a') IE GLASS DOORS Building B-Interior Elevation G SCALE:1/8"=1'-U" Restaurant-Front Elevation B qI Restaurant-Back Elevation C E A N ET SCALE 1/8"=,'-0" WOOD WALL- ��SCALE:1/8"-V'" METAL PANEL-CONCRETE I E APPEARANCE— TOP of FIAT NAVD+28'-0"(+65,065.0') i EIF 2ND FLOOR NAVD+16.5'L 1.5') . 1ST FLOOR -E NAVD+6'-0"(+43.0') SYMBOL LEGEND e,, R METAL PANEL—CONCRETE APPEARANCE— Ae See Detail 15 Door Number LA 1, 3 Wall Type Building B Room's Interior View H � vp g I81 SCALE:1/8"=1'-U" 8 Elevation Q�0.0"Elevation Target �a Section Gut Revision xaw is a e 11 Window Number R =1 MEAL PANEL-CONCRETE APPEARANCE- North Arrow: TOP of FLAT R11F WOOD WALL— DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR Restaurant-Side Elevation D SEE A-01I(NO.9 SAMPLE Lobby-Front Elevation E INDICATED HEREBYARETHE PROPERTY D,CASE 4 \ / 5 y STONE WALL WOOD WALL— 2ND FLOOR - DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE J SCALE 1A3"-1'-0" SCALE_1/8"=V'" NAVD 416.5'L535) OR IN PART;FOR ANY OTHER PROJECTS OR PURPOSES,BY MAX HEIGHT ANY PARTIES OTHER THAN THOSE AUTHORIZED BY = CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM NAVD+35'-0" CASE DEVELOPMENT. sT FLooR DRAWING INFORMATION NAVD+s'-o"(+a3.o') ___ ISSUED FOR REVIEW 8/20/2021 PARKING LEVEL o � � Building B-Side Elevation I J SCALE:1/8"=1'-U" k d TT 1ST FLOOR NAw D.O.B.No.- A new hotel located in Mattituck, developed by: MATTITUCK'S HOTEL SLIDING GLASS DOORS 9025,Mattituck,New York 11952 �1 1 Sliding Doors Closed-Interior Elevation J MAX HEIGHT PROJECT: NAVD+35-0' MATTITUCK HOTEL 9025 Main Road, Mattituck,NY 11952 PROPOSED ELEVATIONS SEAL AND SIGNATURE_ DATE_ 10/012022 NAIIT+E6oOR III, C A/�C PROJECT N. MATTfLUGK 2022 g PV CAS DRAWING BY GS/AS [� 0� CHKBY: (¢j DWG N. 1 Sliding Doors Opened-Interior Elevation J o, A-009.00 SCALE:1/8"=V-0" GADO Na BSGAN C Diagram of Sound Deterioration Over Distance Case Development Inc145 PALISADE STREET,SUITE 211 DOBBS FERRY,NY 10522 Inverse Square Law Sound www.casedevelopment.com Office 914 478 4170 Cell 9175971982 ........... . .................. Project Architect: ire area intensity at El, 2 4.-Tr surface of sphere 9 A GREGORY SHARP ARCHITECT,PC -p 4.Tr DIBBs source power 2 4 145 PAFERRY LSAIDE STREET,SUITE 211 P OFFICE 914 478 4170 CELL 917 597 1982 INFO@CASEDEVELOPMENT COM A:A A Project Developed By: A Vivo HOSPITAL GROUP r\ MATTITUCK HOTEL DEVELOPMENT LLC A 'A OWNERS REP. r #A' 81 MAIN STREET DOBBS FERRY,NEW YORK 10522 The energy twice as far from the r A source is spread over four times the area,hence one-fourth the intensity. 3r A A- Inverse Square Law Plot Owner: 1.01 0-9- 9025 MAIN ROAD LILC jV101F CARDINALE MANAGEMENT 0.8.......... ................ - vFEU"'Aw MARK A.FARINA 10095 MAIN ROAD,UNIT 40.7 TUCK,NY 11952- MATTI 355 HOBSON DRIVE MATTITUCK,NY 11952 0-6- 0.5- 4 IF NIOIF a O.4 0.3 N10 MARK A.FARINA 10095 MAIN ROAD UNIT 4 02 &DEBORAH A.FARINA 16 -5 G 0.1 T6 49 �4 -1§-J- 1-0-0 N101F HOBSON DRIVE THE SOUND ANALYSIS IS CONDUCTED WITH THE ASSUMTION STATE OF NEW YORK 355 l000-122-06-28 HATTITUCK.NY 11952 S.C.TAX No. I— THAT THE OPEN TERRACE AREA AND POOL DECK IS THE ONLY r 2r 3r 4r 5- 61 7r 8r 9r lOr Distance from point source POTENTIAL SOURCE FOR AN ELEVATED db NOISE LEVEL.THIS NIOIF GARAGE STUDY DOES NOT INDICATE OR REPRESENT AN ACTUAL AUDIO HOUSE DEBOMIj A.FARINA F PLAN BUT A GENERALIZED COMBINED MAXIMUM NOISE LEVEL. PU91LIC WATER 355 H013SON DRIVE A. RINA MATTITUCK,NY 11952 ARK DE 0 H A.FARINA DRIVE :'�HoUSE 355 HOBSo ",:D EP MATTITUCK, Y 119 COMPARATIVE NOISE LEVELS(I)BA) E) RousE COMMON OUTDOOR COMMON INDOOR SOUND LEVELS SOUND LEVELS RAIL TRAIN=MAX 85 db ........... NOhyu! ZIZ DO a�vn.n =ZLrge&w its y (C.)db SOURCE j, U&-Y v-/I/ol-I�-, c— (00 DISTANCE=100' v%, MAX 39 1<50 db SYMBOL LEGEND 'v �v' v vk v'e�D o/ II-IE'vo o'I 'EI ��'�v' 'v,"' / ""'/ "o'c v, See Detail 0) Door Number G'�"I /�'/`%rti ,Ic,,'/Eo'//;�4_ xv o Z- v 4 Wall Type "o, '�Sh 'Z"/ S-I D' 1 7/G Elevation E '/�I 0.0"Elevation Target 'E, (A.)db SOURCE A' I In��v 7 V 4 ol Section Cut I/ v I"I v/I U SHAPE DESIGN-SOUND+VISUAL BARRIER Revision DISTANCE=100" Q '/7 TO HOTEL COMMON AMMENITY SPACES MAX 39 db<50 db T-v Window Number OPEN PLAN TERRACE, DESIGNED TO MITIGATE NOISE IMPACT FROM North Arrow: (A.)1 0 REGULAR HOTEL ACTIVITY )pv� �I/' El S-I/y I zTRAN RAILROAD DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR C// INDICATED HEREBY ARE THE PROPERTY OF CASE o"'v RAILTRAIN=MAX DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE OR IN PART.FOR ANY OTHER PROJECTS OR PURPOSES,BY (B.)db SOURCE 85 db ANY PARTIES OTHER THAN THOSE AUTHORIZED BY (B.)db SOURCE MAX 80 db CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM DISTANCE=100' GLASS ROOF o v, CASE DEVELOPMENT. MAX 39 db<60 db DRAWING INFORMATION ISSUED FOR REVIEW 8/20/2021 (E.)I SOURCE SE DISTANCE=100' �'" I-o"o, e%-�' E MAX 39 db<50 db 4- "o'I I,c I v I" ff " /'-o o'/-I/v, 9 D.O.B.No.- E.db SOURCE E/ MAX 80 db ," A new hotel located in Mattituck, v, developed by: MATTITUCK'S HOTEL v P 9025,Mattituck,New York 11952 S, cl7c""I'z'�'�""'�_ I SOURCE <'o DISTANCE=100' 'E�//v I v— /'S%I/vIg' "7"/1 c I EE',, v-, T oI MAX 39 1<50 db PROdECT o v MATTITLICK HOTEL ,I- v ti 9025 Main RoadIv E Mattituck,NY,1 1952 ............... ............. o ... SOUND/NOISE DIAGRAM SEAL AND SIGNATURE DATE 101012D22 *Zee**a** 1EDAi PROJECT N. MATTITUCK 2022 A CA$Fj. DRAWING BY GS/AS CHKBY DWG N. Sound Noise Attenuation Diagram Plan A-01 0.00 _T SCALE:ns GADO N. T BSCAN CASE •• Case Development Inc 145 PALISADE STREET,SUITE 211 DOBBS FERRY.NY 10522 www.casedevelopmentoom Office 9144784170 Cell 9175971982 ti t. Project Architect: r f ea - °` Sunrise Solar GREGORY SHAREETP ARCHITECT,PC SOLUTION �www.suunr14s solarllc.coni aFFCE E114 P '478R 17o j-1T zll ELL 917 597 198: INFa@C4]E�EVELOPMENT.i]M Solar Term sheet: Ward Capital Management,LLC Mattituck Hotel } A Project Developed By: 1, (Cash Purchase) Rooftop PV-v1.0 1 •: VIVD HOSPITAL GROUP Executive Summary• Purchasing your solar PV system will provide you with an excellent return 'c �_,�♦ �' , MATTITUCK HOTEL DEVELOPMENT LLC whileIVin giving you complete control over your renewable energy OWNERS REP. generation. raises 81 MAIN STREET the value of u property ithoutincreasl g your property ax DDBBs FERRY.NEW PORK 0522 \D In New York,it is one of the few opportunities that ra' yourw' n ort assessment. September 17,2020 i Cost to Develop Project: $899,525 461.3 KW Solar PV System NYSERDA Incentive: $0 Incentive Block is Presently at$0/KW Customer Cost: $899,525 Owner: 22%Federal ITC: $197f 896 Can Carry Forward 20 Years 9025 MAIN ROAD LLC CARDINALE MANAGEMENT Add'I Tax Impacts(See Cash Flow): $246,978 Nom.Combined Tax Rate=30.85% 10095 MAIN ROAD,UNIT 4 MATTITUCK,NY 11952 Net Cost of Investment $454,652 You Pay50.5%of Project Cost! ZZ (over %X Income Solar Energy Value: $1,919,087 Via NY State"Value Stack"Calculator Total Income $1,919,087 Target Build:q4,2021-q1 2022 A Q � -4, '�, � _ ao• �� Expenses _ Operations&Maintenance: $147,754 Turnkey Operation o_, Total Expense $147,754 Detail:Rooftop 100 Tilt Fully Ballasted Racking Profit(over 25 years) $1,771,333 25-Year Annual Avg=$70,853 before Depreciation&Tax Credits 0!t oa Internal Rate of Return: 13% This is a low-risk,high-return Years to Breakeven: 6.9 investment that produces clean o e' +a yr Return on Investment(ROI): 197% energy and increases the value of operty 04 25 Years Savings-Kwh: 13,800,712 kWh Your Pryour p opertyttax incoa' reasing (J. o R-111116A, (LCOE)over 25 years 9025 Main Road,Mattituck,NY 11952 Value of Solar Produced @ 13.9 4/Kwh Solar generates electricity at a Cost of Solar Produced @ 4.4 O/Kwh cost 69%below retail value. SYMBOL LEGEND Profit on Energy Produced @ 9.5 O/Kwh See Detail Door Number 3�Wall Type �yay Sunrise Solar Solutions LLC,510 North State Road,Briarcliff Manor,NY 10510 Elevation 0.0"Elevation Target e Section Cut Revision 11 Window Number North Arrow: Sunrise Solar SOL UTIONS 914.762.7622 �mvw.sunrisesolorlkmm FINANCIAL ANALYSIS-CASH PURCHASE D'Wayne, Project Costs Commercial systems designed by Sunrise Solar d oe� y Incentives Tax Impacts* `(((( DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR Net Cost Of ,171 INDICATED HEREBY ARE THE PROPERTY OF CASE Solutions feature: e System Cost Depreciation On De ion `\ lff�i DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE pre precis Investment OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES.BY v{\ a �D (Basis) NYSERDA NYSERDA of$800,577 •SolarEdge inverters and optimizers-for increased r 1 ANY PARTIES OTHER THAN THOSE AUTHORIZED BY yield and reliability 0 ($899,525) $0 ($899,525) Sunrise Svlar CONTRACT.WITHOUT PRIOR WRITTEN AUTHORIZATION FROM SOLUTIONS cASE DEVELOPMENT. •Panels from Industry Leading Manufacturers- 1 $197,896 soo s $o $z46,976 $a4a,s7a Sun Power,LG,Hanwha,Solartnrorld,]A Solar *At Nominal Tax Rate=30.85% ($454,652) DRAWING INFORMATION •Web based monitoring-you can always see how your ,. ` �00 Operational Cash Flow ISSUED FOR REVIEW eizmzOzi system is performing in real time f y Revenue&Costs Savings Energy System Break Even 4 �� e Operations •25 year panel and 20-25 year inverter warranty-the f� t ri 1 Ip a Production kWh Energy Value Energy Value and Annual Cumulative point ®�2=4,+.lktil, from Solar from Storage longest in the industry -.' * r Maintenance `�i3'-" •Lifetime online monitoring subscription-no annual 1 588,639 Kwh $68,355 $0 ($4,613) $63,742 $63,742 IRR-Internal Rate of Return charges � ti� 2 585,460 Kwh $69,005 $0 ($4,705) $64,300 $128,042 12.7e/o ❑❑. q n 3 582,299 Kwh $69,662 $0 ($4,799) $64,863 $192,905 ROI-Return on Investment •Oversized wiring runs,industrial grade surge oo tts A. 4 579,154 Kwh $70,325 $0 ($4,895) $65,430 $258,334 196.9% o❑ �k 1 D.O.B.Na.- protection,and revenue grade metering-Standard. J_e ee_ as\J r tt 5 576,027 Kwh $70,995 $0 ($4,993) $66,001 $324,336 LCOE-Levelized Cost of Energy �] {• 6 572,916 Kwh $71,670 $0 ($5,093) $66,577 $390,913 4.4 4/Kwh A new hotel located in Mattituck, These items are typically expensive add-ons from our N*° ��{ `� _ 7 569,823 Kwh $72,353 $0 ($5,195) $67,158 $458,071 <=Break Even Total kWh savings-Lifetime developed by: competitors,if they're offered at all.We wouldn't install 8 566,746 Kwh $73,041 $0 ($5,299) $67,743 $525,814 13,800,712 kWh MATTITUCK'S HOTEL a system without them. Your Solar System 9 563,685 Kwh $73,737 $0 ($5,405) $68,332 $594,146 Years to Break Even 9025,Mattituck New York 11952 Sunrise Solar Solutions-design excellence,highest 10 560,641 Kwh $74,439 $0 ($5,513) $68,926 $663,071 6.9 yields,21st century technology,sound construction Number of Panels 1,139 11 557,614 Kwh $75,147 $0 ($5,623) $69,524 $732,595 practices. Site Efficiency 910/0 12 554,603 Kwh $75,863 $0 ($5,736) $70,127 $802,722 Cumulative Savings 13 551,608 Kwh $76,585 $0 ($5,850) $70,734 $873,456 MATTITUCK HOTEL System Size 588,639 KW 14 548,629 Kwh $77,314 $0 ($5,967 $71,346 $944,803 $1,500,000 9025 Main Road, Annual Energy VS 88639 kWh 15 545,667 Kwh $78,050 $0 ($6,087) $71,963 $1,016,766 Mattituck,NY 11952 Modules JA Solar 405 16 542,720 Kwh $78,793 $0 ($6,208) $72,584 $1,089,350 $l,000,000- PV Inverters SolarEdge 100k/480V 17 539,789 Kwh $79,543 $0 ($6,333) $73,210 $1,162,560 �t 18 536,874 Kwh $80,300 $0 ($6,459) $73,840 $1,236,400 $500,000- solar PV Monitoring SolarEdge 19 533,975Kwh $81,064 $0 ($6,588) $74,476 $1,310,876 SOLAR PLAN 20 Year Warranty PV Inverters 20 531,092 Kwh $81,836 $0 ($6,720) $75,116 $1,385,992 $0 ------- ------ sm 25 Year Warranty Modules 21 528,224 Kwh $82,615 $0 ($6,855) $75,760 $1,461,752 11 16 z1 z6 Installation Warranty 5 Years 22 525,372 Kwh $83,401 $0 ($6,992) $76,409 $1,538,161 -$soo,000 SEAL AND SIGNATURE DATE: 23 122,135 Kwh $84,195 $0 ($7,132) $77,064 $1,615,225 SEpED A&C PROJECTN MATTITU� z 1 24 519,713 Kwh $8,, $0 ($7,274) $77,722 $1,692,947 -$1,000,000 �90PV-8p l� DRAWNGBv. GsiAs 25 516,906 Kwh $85,806 $o ($7,420) $78,386 $1,771,333 ¢¢O �9 Oa CHK BY Total 1 13,800,712 Kwh $1,919,087 1 $0 ($147,754) $1,771,333 1$1,771,333 -$1,500,000 O D oN,: A-011.00 GATT No BEGAN MATTITUCK HOTEL OCTOBER 11,2022 REFERENCES APPLICANT: MATTITUCK HOTEL DEVELOPMENT,LLC R4 81 MAIN STREET c..IF L K AVE DOES FERRY,NY 10522 J7Eell BOUNDARY AND TOPOGRAPHIC SURVEY, NATHAN TAFT CORWIN III I a 1586 MAIN ROAD y AB Mattituelk NEW YORK 11947 Pond TEL:(631)727-2090 SHEET INDEX CIVIL/SITE ENGINEER, HAYDUK ENGINEERING,LLC SOUNDAVE Ou G C 0.0 COVER 1010 ROUTE 112,SUITE 200 Ma-tituck C 1.0 NOTES AND LEGENDS PORT JEFFERSON STATION,NY 11776 Air C 2.1 EXISTING CONDITIONS AND DEMOLITION PLAN(EAST) TEL:(631)476-0600 'r, 0 o C 2.2 EXISTING CONDITIONS AND DEMOLITION PLAN(WEST) AVE arratooka FA Point C 3.1 EROSION AND SEDIMENT CONTROL PLAN(EAST) UTILITIES C 3.2 EROSION AND SEDIMENT CONTROL PLAN(WEST) WATER L4 C 4.1 ALIGNMENT AND MATERIALS PLAN(EAST) SU FFOLK COUNTY WATER AUTHORITY C 4.2 ALIGNMENT AND MATERIALS PLAN(WEST) 4060 SUNRISE HIGHWAYAso C 5.1 PARKING AND SIGNAGE PLAN(EAST) OKADALE,NY 11769 TEL:(631)589-5200 C 5.2 PARKING AND SIGNAGE PLAN(WEST) C 5.3 VEHICLE TURNING SIMULATIONS SEWER 25 ON-SITE/PRIVATE C 6A GRADING AND DRAINAGE PLAN(EAST) Laurel Lake y GAS ALB, IZ C 6.2 GRADING AND DRAINAGE PLAN(WEST) NATIONAL GRID C 6.3 DRAINAGE STRUCTURE SCHEDULE 1650(SLIP AVENUE C 7.1 UTILITY PLAN(EAST) BRENTWOOD,NY 11717 TEL:1(800)-930-5033 C 7.2 UTILITY PLAN(WEST) PROJECT C 7.3 SANITARY PROFILES PSEGELECTRIC LONG ISLAND LOCATION C 8.1 LIGHTING PLAN(EAST) 1650 ISLIP AVENUE Laurel C 8.2 LIGHTING PLAN(WEST) BRENTWOOD,NY 11717 C 9.1 LANDSCAPING PLAN(EAST) TEL:1(800)-490-0025 C 9.2 LANDSCAPING PLAN(WEST) GOVERNING AGENCIES C 10.1 DETAILS—SEWER AND WATER C 10.2 DETAILS—SEWER AND WATER TOWN OF SOUTHOLD C 10.3 DETAILS—DRAINAGE 53095 ROUTE RD BOX 1179 C 10.4 DETAILS—MISC UTILITY SOUTHOLD,NY 1179 C 10.5 DETAILS—SITE TEL:(631)765-1800 C 10.6 DETAILS—SITE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES WASTEWATER MANAGEMENT C 10.7 DETAILS—EROSION AND SEDIMENT CONTROL 360 YAPHANK AVENUE SUITE 2C C 10.8 DETAILS—PAVEMENT MARKINGS AND SIGNAGE YAPHANK,NY 11980 C 10.9 DETAILS—PLANTING TEL:(631)852-5700 C 11.0 TEST BORINGS NEW PORK DEPARTMENT 0_E 0 ANS_OR ATION REGION 10 REa' affORA")B.CAU'N, P.E. PERRY B.DURYEA,JR.STATE OFFICE BUILDING 250 VETERANS MEMORIAL HIGHWAY HAUPPAUGE,NY 11788 TEL:(631)952-6632 LOCATION MAP SCALE NTS 1010 Route 112,Suite 200,Port Jefferson Station,NY 11776 Tel:(631)-476-0600 1 Fax:(631)-476-0606 consulting engineers LU GENERAL NOTES LEGEND:SIGNAGE ABBREVIATIONS R_ ABBREVIATION DESCRIPTION si STOP SIGN EROSION AND SEDIMENT CONTROL WATER AND SEWER("WET UTILITIES") S2 VAN ACCESSIBLE RESERVED PARKING 1. ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE PRIOR TO THE START OF I, WATER AND SANITARY SEWER PIPES SHALL BE SEPARATED BY AT LEAST 10'HORIZONTALLY AND S3 NO PARKING ANYTIME ANY SOIL DISTURBANCE ACTIVITIES. 18"VERTICALLY,MEASURED FROM OUTSIDE EDGE OF PIPING, S4 DO NOT ENTER 2,ALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE INSPECTED FOR DAMAGE AT LEAST S5 NO PARKING-LOADING ZONE IRS 6 WEEKLY THROUGHOUT THE WORK,OR FOLLOWING ANY MAJOR STORM EVENT. ANY MEASURES 21 AT CROSSINGS,SEWER PIPE SHALL RUN UNDERNEATH WATER PIPE AND NOT OVER THE TOP. IF WHICH BECOME DAMAGED OR INEFFECTIVE SHALL BE PROMPTLY REPAIRED THIS IS NOT POSSIBLE,THE SEWER PIPE WITHIN 10'OF THE CROSSING SHALL BE CONSTRUCTED S6 IONE WAY OF PRESSURE RATED PIPE AND PRESSURE TESTED TO THE SATISFACTION OF THE ENGINEER, S7 NO RIGHT TURN 3,EROSION AND SEDIMENT CONTROL MEASURES SHALL CONFORM TO THE LATEST EDITION OF THE PROVIDE ADDITIONAL PROTECTION MEASURES AT CROSSINGS WHERE NOTED ON THE DRAWINGS S8 NO STANDING ANYTIME NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL("THE 3,POTABLE WATER PIPES SHALL BE DISINFECTED BEFORE PLACING INTO SERVICE. S9 INO STOPPING ANYTIME EXCEPT BUSES BLUE BOOK"), 4,NO CONNECTION TO PUBLIC WATER SHALL BE MADE,UNTIL ALL REQUIRED BACKIFLOW PREVENTION 4,SOIL STOCKPILES SHALL BE COMPLETELY SURROUNDED BY SILT FENCING. DEVICES ARE INSTALLED,TESTED AND APPROVED. co z 5,PROVIDE INLET PROTECTION FOR ALL DRAINAGE INLETS WHICH MAY BE IMPACTED BY THE WORK, 5,ALL BURIED WATER PIPES SHALL HAVE A'MINIMUM COVER OF 5-0"ABOVE UNLESS INDICATED Z 0 WHETHER LOCATED ON-SITE OR IN THE PUBLIC RIGHT OF WAY OTHERWISE ON THE PLANS. 0 6,SANITARY HOUSE CONNECTIONS AND KITCHEN CONNECTIONS SHALL HAVE A MINIMUM SLOPE OF LEGEND:UTILITY STRUCTURES ry MAINTENANCE AND PROTECTION OF TRAFFIC 2%AND A MINIMUM SIZE OF 4"UNLESS OTHERWISE INDICATED. CLEANOUTS SHALL BE PROVIDED LIGHTING MAINTENANCE HOLE SYMBOL NEAR THE FACE OF BUILDING U) 1, MAINTAIN A CONTROLLED CONSTRUCTION LIMIT TO RESTRICT ACCESS TO THE CONSTRUCTION AREA OG GAS MAINTENANCE HOLE SYMBOL LU BY UNAUTHORIZED PERSONS 7,FIELD VERIFY EXISTING DOWNSTREAM SEWER INVERTS AT POINTS OF CONNECTION,BEFORE LAYING OUT PROPOSED SEWERS(IF APPLICABLE). O ELECTRIC MAINTENANCE HOLE SYMBOL EXCAVATION AND BACKFILL O TELECOM MAINTENANCE HOLE SYMBOL 1, UNLESS OTHERWISE INDICATED,ALL BACKFILL UNDER ROADS AND STRUCTURES SHALL BE ELECTRIC,GAS&TELECOMMUNICATIONS("DRY UTILITIES") OS SANITARY MAINTENANCE HOLE SYMBOL COMPACTED TO 95%MODIFIED PROCTOR TEST DENSITY UNDER CONDITIONS OF OPTIMAL MOISTURE CONTENT IN LIFTS NOT EXCEEDING 8"IN THICKNESS(PROVIDED THAT EQUIPMENT CAPABLE OF 1, REFER TO ARCHITECTURAL DESIGN PACKAGE AND FLOOR PLANS FOR UTILITY REQUIREMENTS WITHIN @ STORMWATER MAINTENANCE HOLE SYMBOL COMPACTING THAT LIFT THICKNESS IS USED),REFER TO THE TECHNICAL SPECIFICATIONS FOR 5 FEET OF THE PROPOSED BUILDING. DETAILED BACKFILL REQUIREMENTS, MH MAINTENANCE HOLE SYMBOL(TYPE UNKNOWN) 2,BURIED DRY UTILITIES SHALL HAVE A MINIMUM COVER OF 3'ABOVE THEM UNLESS OTHERWISE 2,PRIOR TO ANY EXCAVATION,CONTRACTOR SHALL CALL THE APPLICABLE"CALL BEFORE YOU DIG" INDICATED ON THE PLAN OR DETAILS. Sl MAINTENANCE HOLE AND COVER(TO SCALE) PHONE NUMBER,CONTACT THE APPLICABLE LOCAL UTILITY COMPANIES,AND SHALL ARRANGE FOR 3,BURIED DRY UTILITIES SHALL BE SEPARATED FROM EACH OTHER BY NOT LESS THAN 6" rE]M PULL BOXES(ELECTRIC/TELECOM) FULL MARK-OUT OF ALL UTILITIES WITHIN THE WORK AREA. MEASURED FROM EDGE OF PIPE OR EDGE OF CONDUIT. ® STORMWATER INLETS(CURB/GRATE) 3,ALL EXCAVATION WORK SHALL CONFORM WITH OSHA SAFETY REQUIREMENTS AND 16 NYCRR PART 753 PROTECTION OF UNDERGROUND FACILITIES" 4,ELECTRIC RISERS COMING OUT OF THE GROUND OUTDOORS SHALL BE CONSTRUCTED OF FIRE HYDRANT PVC-COATED RIGID GALVANIZED STEEL,STARTING FROM THE BELOW-GRADE ELBOW FITTING, FOR 4,CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND IMPLEMENTATION OF TRENCHING,SHEETING RISERS WITHIN 5'OF THE PROPOSED BUILDING,REFER TO ARCHITECTURAL PLANS FOR WX WATER VALVE(GATE VALVE TYPCAL) SHORING AND OTHER SIMILAR MEANS AND METHODS OF CONSTRUCTION REQUIREMENTS. r THRUST BLOCK OR MECHANICAL PRE RESTRAINT 5,CONTRACTOR SHALL ARRANGE FOR ALL REQUIRED INSPECTIONS AND TESTS TO BE COMPLETED 5,SIZES SHOWN ON THE DRAWINGS ARE MINIMUMS y HOSE BIB OR YARD HYDRANT PRIOR TO B A CKFILLING THE WORK, 6,FIELD VERIFY AVAILABLE GAS PRESSURES AT THE SITE,BEFORE ORDERING GENERATORS OR OTHER 6,WHENEVER POSSIBLE,WORK SHALL BE SCHEDULED SUCH THAT EXCAVATIONS ARE NOT LEFT OPEN GAS POWERED EQUIPMENT, AT THE END OF THE WORK DAY IF THIS IS NOT POSSIBLE,THE OPEN EXCAVATIONS SHALL BE COMPLETELY ENCLOSED BY TEMPORARY FENCING SUFFICIENT TO PRECLUDE ACCESS BY UNAUTHORIZED PERSONS OR COVERED WITH A SUITABLY SIZED STEEL PLATE.IN A TRAFFIC AREA, ACCESSIBILITY THE PLATE SHALL BE SIZED TO WITHSTAND AASHTO H-20 LOADING. 1, ALL PROVISIONS FOR HANDICAP ACCESSIBILITY SHALL CONFORM WITH THE REQUIREMENTS OF THE LEGEND:PIPE 7,CONTRACTOR SHALL LAWFULLY DISPOSE OF EXCESS EXCAVATED MATERIAL OFF-SITE UNLESS 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN,THE 2020 NY STATE BUILDING CODE,AND ICC APPROVED OTHERWISE IN WRITING, IF THE DISPOSAL FACILITY REQUIRES TESTING OF THE A117 1-2009"ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES" WATER MATERIAL BEFORE DISPOSAL,CONTRACTOR SHALL PROVIDE SUCH TESTING. 2,ACCESSIBLE J BLE PARKING SPACES AND ACCESSIBLE AISLES SHALL BE CONSTRUCTED WITH A TARGET _G_ NATURAL GAS OR PROPANE 8,SUITABLE EXCAVATED MATERIAL MAY BE REUSED ON-SITE FOR BACKFILL OR GRADING PURPOSES GRADE N THE RANGE OF 1 0%TO 5%THROUGHOUT GRADES IN EXCESS OF 2%ARE WHERE APPROPRIATE,DEBRIS AND UNSUITABLE MATERIAL SHALL BE LAWFULLY DISPOSED OF UNACCEPTABLE AND WILL BE REJECTED BY THE ENGINEER, UNDERGROUND ELECTRIC OFF-SITE AND SHALL NOT BE BURIED ON-SITE REFER TO TECHNICAL SPECIFICATIONS FOR -OHE- OVERHEAD ELECTRIC BACKFILL REOUIREMENTS 3,SIDEWALKS ON AN ACCESSIBLE ROUTE SHALL HAVE A MINIMUM WIDTH OF 4'AND MAXIMUM CROSS GRADE OF 1,5% RUNNING GRADES ON SIDEWALKS IN THE DIRECTION OF TRAVEL SHALL NOT -T- UNDERGROUND TELECOM,OR FIBER OPTIC 9,FOR EXCAVATION IN LANDSCAPED AREAS,STRIP AND STOCKPILE TOP SOIL SEPARATELY FROM EXCEED 4 5% - OTHER TOP TO THE -OH- OVERHEAD TELECOM OR FIBER OPTIC HER SOIL RE-USE EXCAVATED SOIL ON-SITE FOR LANDSCAPING PURPOSES E EXTENT PRACTICABLE 4,CURB RAMPS SHALL CONFORM TO NYSDOT REQUIREMENTS AND THE NYSDOT STANDARD DRAWING �,lo SHEETS.CURB RAMP GRADES SHALL NOT EXCEED 75%IN THE DIRECTION OF TRAVEL -FM- FORCE MAIN7001 DEMOLITION 5,LANDING SPACES SHALL BE PROVIDED BEFORE AND AFTER RAMPS AS REQUIRED MINIMUM S SANITARY GRAVITY SEWER(SYMBOL) SIDEWALK LANDING SIZE IS 5'X 5'LANDING GRADES SHALL BE IN THE RANGE 17 TO 1 5% SANITARY GRAVITY SEWER(TO SCALE) 1, DEMOLITION WORK IS INDICATED ON THE PLAN BY COLOR CODING,BY TEXT,OR BY A THROUGHOUT. COMBINATION OF THESE TWO METHODS UNLESS OTHERWISE NOTED,THE INDICATED DEMOLITION -STM- STORMWATER PIPE(SYMBOL) Fsz ITEMS SHALL BE COMPLETELY REMOVED AND LAWFULLY DISPOSED OF OFF SITE,ITEMS WHICH ARE 6,ANY SIDEWALK PANEL THAT HAS CRACKED OR SETTLED TO CREATE A GRADE DIFFERENCE OF STORMWATER PIPE(TO SCALE) C TO BE SALVAGED,RELOCATED,ABANDONED,DR OTHERWISE MODIFIED WILL BE SPECIALLY NOTED MORE THAN 1/4"SHALL BE REPAIRED OR RECONSTRUCTED TO CREATE A FLUSH WALKING AS SUCH ON THE PLAN, SURFACE, OF ALL 2,CONTRACTOR SHALL RECORD AND MAINTAIN MEASUREMENTS ITEMS BEING ABANDONED IN PLACE SUCH THAT THESE ITEMS MAY BE SHOWN ACCURATELY ON THE FINAL AS-BUILT DRAWINGS GRADING AND DRAINAGE 0= En 3,BELOW GRADE PIPING LESS THAN 12"DIAMETER MAY BE ABANDONED IN PLACE INSTEAD OF 1, REFER TO ACCESSIBILITY NOTES ON THIS SHEET FOR ACCESSIBLE PATH GRADING REQUIREMENTS. REMOVED,UNLESS OTHERWISE NOTED, Y ------- 2,MINIMUM GRADE FOR ANY OUTDOOR PAVEMENT SURFACE IS 1%FOR DRAINAGE PURPOSES. ALL o - 4.EXISTING FEATURES TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING THE WORK PAVEMENT SURFACES SHALL SLOPE TOWARDS THE NEAREST APPROPRIATE DRAINAGE INLET OR WITH a_ RESTORE ANY FEATURES DAMAGED DURING THE WORK TO ORIGINAL CONDITION DRAINAGE PRACTICE LOCALIZED REGIONS OF PAVEMENT PODDING("BIRDBATHS")ARE NOT LEGEND:SITE PLAN SYMBOLS ACCEPTABLE CD X, 5,IMMEDIATELY NOTIFY THE ENGINEER UPON ENCOUNTERING UNEXPECTED BURIED OBJECTS DO NOT N `7 DEMOLISH OR ALTER UNKNOWN BELOW GRADE TANKAGE OR UTILITIES UNTIL EXAMINED BY THE 3,NO PAVEMENT SLOPE FOR VEHICULAR TRAFFIC SHALL EXCEED 75%UNLESS OTHERWISE INDICATED DOOR -2 ooF ENGINEER. EJ ON THE PLAN X- CHAIN LINK FENCE U)CD DGGC E3 4,MAXIMUM GRADE FOR ANY LANDSCAPED AREA IS JG%UNLESS OTHERWISE NOTED ON THE PLAN El RAILING Ee c? GENERAL UTILITY REQUIREMENTS EXISTING GRADES STEEPER THAN THE LIMIT MAY REMAIN,IF UNDISTURBED BY THE WORK 1, REFER TO THE ARCHITECTURAL DESIGN PACKAGE AND FLOOR PLANS TO UTILITY SIGN 7 A WORK INSIDE 5,SPOT ELEVATION LABELS SHOWN ON CURBS ARE BOTTOM-OF-CURB ELEVATIONS UNLESS BUILDINGS AND WITHIN 5'OF THE BUILDING WALL OTHERWISE NOTED ON THE PLAN ALL CURB REVEALS ARE 6"UNLESS OTHERWISE INDICATED ON FLAG POLEqp� 0 THE PLAN, 'T C, WITH COMPANIES AS REQUIRED 2,CONTRACTOR S RESPONSIBLE FOR ANY COORDINATION UTILITY COM R TO COMPLETE THE WOOD ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LOCAL UTILITY 6,IN ALL AREAS BEING PAVED OR GRADED,ADJUST ALL EXISTING AND PROPOSED RIMS AND P_ COMPANIES FOR THOSE UTILITIES UNDER THEIR JURISDICTION, COVERS OF STRUCTURES,SUCH AS VALVE BOXES AND MAINTENANCE HOLES,TO BE FLUSH WITH 2 FINISHED GRADE. 3,EXISTING UTILITY INFORMATION DEPICTED ON THE PLAN IS BASED UPON INFORMATION AVAILABLE TO THE ENGINEER AT THE TIME OF DESIGN,SUCH AS SURVEY DATA,RECORD DOCUMENTS AND 7,MAINTAIN EXISTING DRAINAGE PATTERNS.DO NOT REDIRECT OR CONCENTRATE STORMWATER INTO FIELD OBSERVATIONS. THE EXISTING UTILITY INFORMATION 15 FOR REFERENCE AND IS NOT NEW FLOW PATTERNS,EXCEPT AS INDICATED ON THE PLAN, 21 GUARANTEED COMPLETE, C ONTRACTOR SHALL FIELD VERIFY THE LOCATIONS OF EXISTING UTILITIES LEGEND:DEMOLITION WITHIN THE WORK AREA 8,CLEAN OUT EXISTING DRAINAGE STRUCTURES OF ACCUMULATED SEDIMENT AND DEBRIS AT THE Q) COMPLETION OF CONSTRUCTION 4,CONTRACTOR SHALL HAND-DIG EXCAVATIONS IN CLOSE PROXIMITY TO EXISTING UTILITIES,DR LOB OF EXISTING ITEM TO REMAIN WHEN THE PRESENCE OF EXISTING UTILITIES IS UNKNOWN CONTRACTOR SHALL LOCATE AND 9,CREATE A SMOOTH TRANSITION WHERE PROPOSED GRADES MEET EXISTING GRADES AT THE SAW COLOR OF EXISTING ITEM TO BE DEMOLISHED AND REMOVED' PROTECT EXISTING UTILITIES FROM DAMAGE. CUT LINE. ----------- w SAW CUT LINE 0 1,u T T 5,BEFORE ANY WORK NEAR EXISTING ACTIVE UTILITIES TO REMAIN,CONTRACTOR SHALL LOCATE ALL APPLICABLE CONTROL DEVICES SUCH AS VALVES,BREAKERS,SHUT-OFFS ETC CONTRACTOR SHALL PREPARE A SUITABLE TABLE CONTINGENCY PLAN TO BE IMPLEMENTED IN CASE OF ACCIDENTAL DAMAGE TO EXISTING UTILITIES. OBTAIN AUTHORIZATION OR ASSISTANCE FROM THE OWNERS OF *UNLESS OTHERWISE NOTED ON DEMOLITION PLAN, THE INVOLVED UTILITIES FOR ANY SHUTDOWNS OR CONTROL MEASURES WHICH MAY BE NECESSARY 6,ALL UTILITIES SHALL BE INSTALLED WITH DETECTABLE MARKER TAPE INSTALLED 12"ABOVE TOP 0 OF PIPE. THE TAPE SHALL BE LABELED WITH THE TYPE OF UTILITY AND A WARNING MESSAGE 7,PLASTIC PIPING OR CONDUIT EXPOSED TO SUNLIGHT SHALL BE US PROTECTED. cn 8,ALL BELOW GRADE UTILITY STRUCTURES,SUCH AS MAINTENANCE HOLES,VAULTS,AND TANKS, ❑ z SHALL BE TRAFFIC RATED FOR H-20 LOADING UNLESS OTHERWISE INDICATED w o 9,TRANSFORMERS AND TRANSFORMER PADS SHOWN ON THE PLAN ARE FOR REFERENCE ONLY AND LEGEND:LIGNTING z fr =0 MUST BE CONFIRMED BY THE LOCAL ELECTRIC COMPANY PROVIDE TRANSFORMERS AND -OLP1 `3_0 12 LED LIGHT POLE(SINGLE DOUBLE) w >_ TRANSFORMER PADS ACCEPTABLE TO THE LOCAL ELECTRIC COMPANY. 0 -OLP1 0-'g 12 NON-LED LIGHT POLE(SINGLE DOUBLE) 0 1 o U)Lu -0 LIP1 _&LP2 PEDESTRIAN LIGHT POLE(LED NON-LED) ui w LLZ io 0 tLG1 _02 GROUND LIGHT(LED/NON-LED) w < >_ CIL131 a_32 WALL-MOUNTED LIGHT(LED NON-LED)' ❑ 0 0 Z F 0 z w E_0 < _0 cl) 0 L)_j T_ :Do Lu Y ALL LL 0 tz D <ED z N/A I DHAwN BY DJS o LHECKED By ECJ DATE OCTOBER 11,2022 D-LE AS NOTED DII'll-Na. C-1.0 CASE •' Flood Layer FIRMette Case Development ent Inc PALISADE145 STREET.SUITE DDBBS FERRY 10522 Hazard FEMA Legend w—casedevelopmenrn Office 914 478 4170 Cell 917 597 1982 72032'51°W 40°59'13% SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Project Architect: �K@ Without Base Flood Elevation(BFE) "A Zone A,V,A99 With BFE or Depth zone AE,AO.AN,VE,AR GREGORY SHARP UDE 211 ECT,PC SPECIAL FLOOD O P LI'0E TREET E 211 DDBBS FERRY u. 7 LI !t!t HAZARD AREAS Regulatory Floodway OFF:E 914478417J CELL 9175971932 a•� NFO@C4.^.EOE'JELOPMENT.C]M A Protect Developed By: VIVO HOSPITAL GROUP 4. 0.2%Annual Chance Flood Hazard,Areas MATTITUCK HOTEL DEVELOPMENT LLC op of 1%annual chance flood with average OWNERS REP. • � 81 MAIN STREET depth less than one foot or with drainage DOBBS FERRY,NEW YORK 10522 NIV -- - - areas of less than one square mile'one x A"• _;, Future Conditions 1%Annual Chance Flood Hazard Owner Area with Reduced Flood Risk due to 9025 MAIN ROAD LLC �* OTHER AREAS OF Levee.See Notes. 0095"MAN ROAD.UNIT MANAGEMENTALE 4 r = or FLOOD HAZARD Area with Flood Risk due to Leveezone D MATTITUCK,NY 11952 L No SCREEN Area of Minimal Flood Hazard zone x Effective LOMRs _-�. OTHER AREAS Area of Undetermined Flood Hazard zone i) GENERAL - - Channel,Culvert,or Storm Sewer '+ STRUCTURES I I I I I I Levee,Dike,or Floodwall 0 a 20.2 V Cross Sections with 1%Annual Chance r 17.51 Water Surface Elevation s- - - Coastal Transect Base Flood Elevation Line(BFE} .. �'° Limit of Study SYMBOL LEGEND r _ Jurisdiction Boundary See Detail 0 Door Number . e Wall Type r. ------ Coastal Transect Baseline `�' Elevation lilill Elevation Target e Section Cut OTHER Profile Baseline �' ® Revision FEATURES Window Number Hydrographic Feature North Arrow: -- Digital Data Available N No Digital Data Available DRAWINGSAND SPCECIFICATIONS REPRESENTED AND OF INDICATED HEREBY ARE THE PROPERTY OF CASE DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE t MAP PANELS OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY Unmapped ANY PARTIES OTHER THAN THOSE AUTHORIZED BY CONTRACT,WITHOUT PRIOR WRITTEN AUTHORIZATION FROM CASE DEVELOPMENT. DRAWING INFORMATION r The pin displayed on the map is an approximate ISSUED FOR REVIEW 23/20/2021 point selected by the user and does not represent an authoritative property location. This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. D.O.B.No.- The basemap shown complies with FEMA s basemap A nevv hotel located in Mattituck, developed by: I. accuracy standards MATTITUCK'SHOTEL - 9025,Mattituck,New York 11952 The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map PROJECT was exported on 8/12/2021 at 10:40 AM and does not MATTITUCK HOTEL l - z reflect changes or amendments subsequent to this date and 9025 Main Road, time,The NFHL and effective information may change or Mattituck,NY 11952 become superseded by new data over time. FEMA FLOOD MAP 7. This map image is void if the one or more of the following map I - � 4welements do not appear:basemap imagery,flood zone labels, SEAL AND SIGNATURE DATE: _ legend,scale bar,map creation date,community identifiers, y�EpED AR°y. PROJECT No MATTITUCK 2021 - _ I d 0 OASps l� DRAWING BY'. C�SIAS FIRM panel number,and FIRM effective date.Map images for ti9 HK BY Feet 72032 14 W 40058'46 N unmapped and unmodernized areas cannot be used for wGNa 1.�,�©o regulatory purposes. *� o T-003.00 a 2�a goo �,000 �,�ao z,oao ,basemap;USGS National Map.Orthoimagery;Data refreshed October,2020 AP]No B-AN CASE •' Cas_�. is :- - d•¢.. ..�w _.i ; 4 -i! 4 - 4 _,a;,.e" .,.wC -:+� r .- �, .>� .+ -.:r. +' ''� ;�� r ♦ 1 5 PALISADE Development E eOpmenT 2C 14 DDBBS FERRY.NY 10522 ., r'w'�-� ,� .r" r.'..�; i .;'i--ya1.`.s•-.••b '' - A't:k'0',pe-'i ad''> - .ss,: .- .#� •Y.�e, ..,,.�'.. '.s -.J, ,.'..d,.r �. .'r ,'�'.-f,':•'.. >. ,x'-.•�-r- www.casedwelopmenI— ':r.- ,� � - -'� �' - .''�'iy-';:.G^*•��• •�- s•"�- Office 914 478 4170 Cell 917 597 1982 .� -.,c• Ada.?. J*. ..-„ts • t.;+.s <:!_'u8• 'a,+ _ �►. ' x i'-. - N. ys ale .. ''.r`.:.f .: _--�:,» ,..+.¢••il'. ,;4 t'--loti:' s' 3' - - �� e ,� •�: ,"�� ' �' , - _ Project Architectzl� Al � d A _. _ b A GREGGRY SHARP ARCHITECT,PC •: - tea. , e - - 145 P,1LIC,10E-TREET.-IIITE 211 FERRY _ i -'' '• `- ,I{ OFF:E 914 478 4173 CELL 917 5971962 77 //JJZyij � " ,}W.D . NFO@—EOE'JELOPMENT.C]H , -sal A Project Developed By: -' y J' y `! •r - VIVO HOSPITAL GROUP .:�'_ - •� -'" ' y, 1� -y ---. - - ____ �_ MATTITUCK HOTEL DEVELOPMENT LLC 1�a OWNERS REP. Y 81 MAIN STREET .: DDBBS FERRY,NEW YORK 10522 _ a J _ v ,r y � ... -�. . !s: ,F-f'.: .. s. ;✓ •fir - fr..�Y�i;. � �7,• '�"`•.J r= & �`. r- �•_� _< Owner: 9025 MAIN ROAD LLC CARDINALE MANAGEMENT 10095 MAIN ROAD,UNIT 4 Front of the Property-Aerial View Access To Propoerty From The Street View of Street&Walkway MATTITUCK,NY 11952 i. of IIIII I lr�1� l , `.,� - x. - - i�S 4/;<' ,. J' ^dt�•'.. - a' _ I`�,.—.— l., �� ,-��'� .� �Vt.yt t l�$i'( ,� - - �. 7 `• y 7�>,a�. ..'• ,-_ .,' •� ._. -�. � r?'�F'c..;_ ��'�, one-:� €+•ra' u �s t :.. -- "-,. - Door umber SYMBOL ND �;� �,-. ,"�,#.�•p �C,y�.,s�q a, �r;{"'a r h.. � -»;r"?ee�,,�. � See Detail N Wall Type Elevation �00"Elevation Target Section Cut Revision 11 Window Number r2j Back of the Property-Aerial View 1 View of Hudson Road �View of the Front Neighboors North Arrow: DRAWINGS AND SPGEGIFIGATIONS REPRESENTED AND OR . .A._- '� _- INDICATED HEREBYARETHE PROPERTYOFCASE DEVELOPMENT AND ARE NOTTO BE USED EITHER IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY -.... .. ®� _--- -- 1 HI R WRITTEN AUTH RIZATI N FR M TE "' '[ -, t+, CASE DE VT OTHER THAN N THOSE AUTHORIZED BY ■ ■ ■ 4f, DRAWING INFORMATION SUED FOR REVIEW 8/20/2021 w, e _ IS D.O.B.No.- A new hotel located in Mattituck, �]3 Parking&Front View of the Building [41 Side View 5�Rear View e developed by: MATTITUCK. MATTITUCK'S HOTEL 9025,Mattituck,New York 11952 PROJECT. Y MATTITUCK HOTEL 9025 Main Road, e ry }. Mattituck,NY 11952 Side View of the Property View of Neighboors EXISTING CONDITIONS SEAL AND SIGNATURE. DATE 11/24I2J21 cEaED ARC PROJECT N. MATTITUCK 2021 CASEl DRAwINa BY GSIAS IHK BY'. DWG N. 6�Rear Parking View F71 Railroad View g View of Front Parking T-004.00 CAP]N. B-AN LU R_ N/O/F N/O/F 9255 M AHN 9ROAD,OLLC COUNTY OF SHFFOLK MATTITUCK,NY 1 52 P BOX 645 ..........011_1,_,_Y_y�_y_ 330 CENTER DRIVE -r-cl-I Y Y, S 24'04'20"E RI VERHEAD,NY 1 901 CON I T, HB co STORM ILF7 INLET z 0 (TYP) l V T-Y-, 0 t2 ASPHALT PARKING CATCH BASIN(TYR) RETAINING WALL ABANDON OR REMOVE SANITARY REMOVE GONG, L.P. STRUCTURES,IF MORE THAN 10'FROM CURB(TYR) ASPHALT PARKING PROP U) 0 OSED BUILDING FOUNDATION(TYR) LU EXISTING FIRE REMOVE TREES(TYR) HYDRANT AND 0 REMOVE LIGHT POLE TO • EPTIC D POLE(TYR) • REMAIN AkK L P, 1:'� LP -APPROXIMATE LOCATION OF A REPUTED 8"STEEL GAS MAID • a Ko VERIFY EXACT LOCATI E OF N YT A E:? -FIRE HYDRANT L. L.P. REMOVE SAN,STRUCTURES WITHIN 1 0'OF PROPOSED BUILDING FOUNDATION(TYR) -'--' REMOVE FLAG POLES TRANSFORMERTT \. \ �IAMP I 0��s I �s u AS< CATO,SIDEWALK < REMOVE CONC, 0 C CURB(TYR) LLL c➢lU (\Z a cl \-REMOVE AIGGNO S 71 STORM 0, INLET E_ (TYR) � REMOVE LIGHT POLE(TYR) ASPHALT PARKING EXISTING BUILDING TO BE DEMOLISHED LFT- I L O= L�<T 4k c �� 3 T,s 0 O= j -REMOVE CONC. STOP 0 M REMOVE TRANSFORMER CURB(TYR) INLET L REMOVE CONC. O (TYR) REMOVE GONG, CURB(TYR) CURB(TYR) p -tf T *0 a_ 0 < co U)�CD Q' 7�6 E3 IT BRICK WALK < LANDSCA A a0 P N 21-56'21"W 10.87" P, -P < REMOVE SAN STRUCTURES ;7 P, WITHIN 10'OF PROPOSED 0 L.P. BUILDING FOUNDATION(TYR) 'T < REMOVE LIGHT POLE(TYR) Vo (WOODED) Q) REMOVE 7� P. ® REMOVE LIGHT POLE(TYR) tO- TRANSFORMER ON z CONCRETE PAD z 0 6�ANDSCAPED, 61 AREA • 3 • C T INLET S(TYR) SEPTIC L-r 1—u m rl 7 TORM *TANK REMOVE SAN,STRUCTURES S 33'11'01"E WITHIN 10'OF PROPOSED STORM BUILDING FOUNDATION(TYR) ASPHALT PARKING INLET FEDER BOX TO REMOVE (TYR) BE RELOCATED WAT AT REMOVE CONC, w 4" METER z WATER SERVICES ww__ CURB(TYR) _w ASPHALT PARKING < cn z wz y CON CURB Z< G =0 '0OHE—ClE-0HE ----�CE OHE-01�AOHE OHE—OHE—OHE—OHE -OHE OH -o 00 L OHL 0� 4 LANDSCAPED REMOVE ELECTRIC METE tz z EILCO -.3 AREA BOX N 18 4'20"w w LLZ N 26'41'20"W > A LIT RAIL (]HOBSON DRIVE) 00 W> zo 9 FENCE Z P: 0 �:z 228.00, S 55'02'08"W < 0 CT 7i _j . =1 1,74' 0 w c� 81.83- S 18*34'20"E 0 3: 43.96' -EXISTING ELECTRIC IN 20'27'42"W Lo (WOODED) POLE(TYP)ElTlc/ "C'TD,C, N/O/F MARK A.FARINA o 'o DEBORAH A FARINA HOUSE, T_ 0 WATER UJ 355 HOBSON DRIVE PUBLIC Lu LL MATCH LINE NOTES: MATTITUCK,NY 11952 HOUSE LL 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, N/O/F DEBORAH A.FARINA PUBLIC WATER (WOODED) G ALL TUCK,NY 11952 "MATCH-LINE"PROVIDED ON EACH SHEET DELINEATES THE BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND ONE SHOWING THE EAST PORTION OF THE SITE AND ONE CD 0 35E HOBSON DRIVE VE 0 SHOWN THE WEST PORTION OF THE SITE. THE M 1 248.23' THE SCOPE OF THE SECOND SHEET BEGINS. WIRE FENCE S 27'5750"E z o Z ui 2.REFER TO THE SECOND(WEST)SHEET OF EACH MATCHED WOOD ED) m N/Ooo, SEDGE OF FRESHWATER WETLANDS PAR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES OR :r /F MARK A.FARINA T/ D FENCE DEBORAH A.FARINA W,� < AS DELINEATED BY SHAWN M. THEIR OF ARAGE3 5 5 TOBSONYDRIVE B/ARPON M.S ON JUNE 4 AND LEGENDS SHOWN ON El SHEET A MATCHED PAIR APPLY To BOTH SHEETS. MATT I TUCK,N 11952 ry -S F 5,2021(TYP) �b A, Ohti F L11LIE E N/A 't G S 24'17'50"E FIN-T 129.64' C_ I DAIIIN El DJS MATCH LINE-EAST S -MATCH LINE EAST SIDE LHECIAE— ECJ DATE MATCH LINE-WEST SIDE c'-', -r,-Y�`�-Y-y-,`-,-,-y- MATCH LINE-WEST SIDE OCTOBER 11,2022 D-LE AS NOTED 30 0 30 60 1-1AND Na. SCALE 1"=30' FEET C-2.1 S 24'17'50"E 129.64' � /� � w MATCH LINE-EAST SIDE ` � MATCH LINE=EAST SIDE - ,yvvv�,-.MATCH LINE WEST SIDE MATCH LINE WEST SIDE T i �A o Z co z o CLEARING AND GRUBBING / 1� .\I �i \\ '� t` d ry (DISTURBANCE TO BE L MITIGATED,SEE SITE PLAN) ,\�I, C \\\ �(� �( \ O Lu Lu Ohl (WOODED) T REMOVE WETLANDS 1,504 SF v� E (DISTURBANCE TO BE S 21'04'S0" \ ` MITIGATED,SEE SITE PLAN) 78.22 IFLL�y a�> N/O/F 9025 MAIN ROAD LLC REMOVE WETLANDS 1,196 SF (DISTURBANCE TO BE / 10095 MAIN ROAD UNIT 4 --_ MATTITUCK,NY 11952 S.C.TAX No. �V _ \' MITIGATED,SEE SITE PLAN) / 1000-122-06-28 ,\I/, i 0, _-YFo2 CD X - ooz LL q E7 B -EDGE OF FRESHWATER o YFz LLo / WETLANDS AS DELINEATED BY SHAWN (WOODED) \ \ /.\I\, o �~zJ BARRON M.S.ON JUNE ° \ 1 ADD JUNE 5,2021 0 - 6 _ _a o o> z A, U S 57'04'45"E ACT. 13.41'ACT. N 80'56'20"E DEED 11.07'DEED \ �. x\ / 0 J aL Z J Q z o TT Cn Z w a0 2 \ Z J ?o O a O ow H Z w LLz � O o o�z� OOD' Z �s O~ °J o0 w r N O UJ 2 259.53' -- IN23'19'50"W Z Y �o W N/A 0 0o DHAwN av DJS o LHECKED ev ECJ EE DATE OCTOBER 11,2022 nA AS NOTED 30 0 30 60 D-1AND1. SCALE 1"=30' FEET LC-2.2 r LU R- I 1 0 HGXSE INLET PROTECTION(TYP. SILT FENCE(TYP. r m N/0/F 9255 MAINOR0AD,LLC \ \ 1 COUNTY OF SUFFOLK 330 CENTER DRIVE MATTITUCK,NY 11952 P.O.BOX 645 _ RI VERHEAD,NY 11901 -y Y-Cyy�!YYl'l'�"�Y�T� (WOODED) ZONING USE DISTRICT R-4o vv�rY S 24'04'20"E �V >� �i ZONING USE DIS ARIC R�0 ZONING USE DISTRICT:B '� o ) ZONING U E DI$TRIC B z STABILIZED C STRUCTION z O ENTRANCES(T - a _ o � H ■ 9 O / OO \ \ 1 U tY Ir LU \ / LU ?J \ HIRORANT T, of \ Q w 0 i ° /CONTRACTOR MUST MAINTAIN ACCESS \ z zo TO FIRE HYDRANT THROUGHOUT THE \ DURATION OF THE PROJECT � _ Y y /N E Q GANG,SIDEWALK 3: U ° o v ONCRETE WASHO`lf,T AREA i 3,11 EXISTING BUILDING \ - y \ p To BE DEMOLISHED EST HOLE - _ X? S� IL STOCKPILE SURROUNDED BY c> �( o \ SILT FENCE L � ❑■ \ `\ � oti` STD o o O o o \ OSO� C�j GS V -_ z0 N / o:U K;c 9 LJ \ / ElN \ SO cT GSF\ ❑ 0- O \ r o m N� . Q op. \ )O BRICK T� / ✓ WALK 2 o_ ✓N m o _ �F o N 21'56'21"W 10.87' i,� L -a n o 1 ym � o LL- D � Q) SaJw 112K ` \ O U Lk a ❑■ Z S 33'11'01"E ❑■ 29 \ J J s.00' 2 � a STABILIZED CONSTRUCTION \ J ® a ` 2 TRANCE(TYP. o\ J Z p J Q �o w BOX LLZ \ -- 277.04' -- ------ Z DOX HOBSON RIVE _ w N 18'34'20"\�y - �,J-26`41'30"W FEN€ �_-- x \ O O > a O _ ASPHALT GO SWAY __ � \ _ oRTHE Q E LIT RaIL _` w c'n^ z� �w w > III 228.00' % /vY 1.83' -Y- r S 55'02'OS"W vJ Q�O? S 18*34-20"E (� w�_, 1,74' \ Q w O 0 o N 2(]•2Y " \ a� I 43.98' o '€kIS G L TR -W � N/O/F MARK A.FARINA / ) ,/ ny L T \ \ W O C�J &DEBORAH A,FARINA HOUSE i �� 'S MATCH LINE NOTES: 355 HOBSON DRIVE PUBLIC WATER I ^ _ \ _ �o MATTITUCK,NY 11952 ✓ \ YLL HOUSE i ) ❑ U H� 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, \ N/O/F DEBORAH A.FARINA PUBLIC WATER WOODED ONE SHOWING THE EAST PORTION OF THE SITE AND ONE \ 355 HOBSON DRIVE I / i/ 7 W SHOWING THE WEST PORTION OF THE SITE. THEM ALL ITUCK,NY 11952 248.23' r^ "MATCH LINE"PROVIDED ON EACH SHEET DELINEATES THE C3, - - U) BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND _ - _ ❑ THE SCOPE OF THE SECOND SHEET BEGINS. \ WIRE FENCE (WEST) \`. S 27'52'50"E _- _-._ -vY`wY Z 2.REFER TO THE SECOND WEST SHEET OF EACH MATCHED (',, m N/O F MARK A.FARINA \ Q o / o. EDGE OF FRESHWATER WETLANDS PAIR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES I R MAT(TUCK,NY 11952 q / / DELINEATED BY N AWN N �i a __ &D eoRAH A FARINA A,o= / / e As LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR � "" - AGE 35 HOBSON DRIVE �� / /� �cn BARRON M.S.ON JUNE 4 AND APPLY TO BOTH SHEETS. = \� N N '� ��o 1 -'021(TYP) , r( I I 1, C B EASE -A �� / // / ' 0 NO. DJS / 24'17'50"E SLIT RAIL FENCE co'IrI 129 64' MATCH LINE-EAST SIDE / MATCH LINE EAST SIDEii- o cHEcKEo ev ECJ z MATCH LINE-WEST SIDE \ / \ � �Y w� I I / j/j/j /j/j j/ / MATCH LINE-WEST SIDE ) �1\ I 1 o'TE OCTOBER 11,2022 r -LE AS NOTED 30 0 30 60 MI oRAVANG NO. SCALE 1"-30' FEET C-3.1 n / / c - S 24'17'50"E ?'. / 129.64' � � w MATCH LINE-EAST SIDE -- I L i _� �//'/ MATCH LINE-EAST SIDE �j 1 MATCH LINE-WEST SIDE Y,x...r..... ,�.y..y. r,.r y M.,. / / MATCH LINE-WEST SIDE m 2 / / CO Z / T \F, co / z O Ah LL ry 'TI`� LU LU / / N A 1 0 ( (WOODED) ` 7 \ \ \F, \ / / DEWATERINGAl DANDY CURB BAG / _ o CONCRETE BLOCK TM 28� .ICI, � D,�e STORM SEWER-- GRATE / �2> / ✓_ OVERFLOW �\ ��j wee ��ooeo�� o� COMPLETELY GAP 2:1 SLOPE C ,III, \ 2 m -�-- GRAVEL FILTER COVERED BY CURB AND N I / // 6�� j// j//^W/ HI-FLOW GUTTER INLET r o ,III, / / \2s / / 4 / STONE&BLOCK PLAN VIEW \ FABRIC Wo \ .III, \ S '0 5 Ell/ i /� 2' / / TEMPORARY WIRE SEDIMENT POOL DEWATERING �� --- SCREEN 1. LAY ONE BLOCK'„ON EACH SIDE OF THE STRUCTURE ON ITS SIDE FOR j / DEWATERING.FOUNDATION SHALL BE 2 INCHES MINIMUM BELOW REST OF 1'MI N. (00 ED I INLET AND BLOCKS SHALL BE PLACED AGAINST INLET FOR SUPPORT. 2'MAO E LIFTING L STRAPS FA / //� 2.HARDWARE CLOTH O 1/T WIRE MESH SHALL BE PLACED OVER BLOCK -IIII-IIII III a a CURB _ 21 OPENINGS TO SUPPORT STONE. 7�T7 7�77 DROP INLET FILTER �_� / // / / IIII IIII IIII a 2 WITH GATE LOW PROFILE WITH _ j/ 3.USE CLEAN STONE OR GRAVEL 1/2-3/4 INCH IN DIAMETER PLACED 2 IIII IIII° GUTTER FOR INCHES BELOW TOP OF THE BLOCK ON A 2:1 SLOPE OR FLATTER. �-� / / SEDIMENT SAFETY AND / 20 // / 4.FOR STONE STRUCTURES ONLY,A 1 FOOT THICK LAYER OF THE CURB APPEAL �_ FILTER STONE WILL BE PLACED AGAINST THE 3 INCH STONE AS STONE&BLOCK DETAIL c� // / TEMPORARY 1��I I� 1 / / SHOWN ON THE DRAWINGS. -SEDIMENT SEDIMENT POOL -zFH� DANDY BAG INLET PROTECTION �'.' �� MAXIMUM DRAINAGE AREA 1 ACRE WIRE MESH 2:1 SLOPE ° 3:1 SLOPE \� / 1'MIA �` 8 �� (OPTIONAL) 2'MAX. �o o�8088og'�1�' ` FINE GRAVEL FACE �� o / / ' /'\ (VIBIN.THICKNESS) � � �iiii a 1D \ I N/O/F 9025 MAIN.OAR LLC , / p SILT FENCE TO EXTEND AROUND \ \\ ` / 10095 MAIN ROAD UNIT 4 /z ,1�1, 3 STONE III IIII a ENTIRE PERIMETER OF SOIL STOCKPILE \� ( MATTITUCK,NY 11952 S.C.TAX No. 100NY 1 9 2 S.C. "DOUGHNUT'DETAIL INLET PROTECTION DETAIL oo I' \\... \ / / SCALE:N.T.S. } MAX SLOPE: \ \\ a' \ \ z F SOIL STOCKPILE WOVEN WIRE FENCE H a o 1 �II,� � � I (MIN.141/2 GAUGE � _ ILT FENCE(TYP.) W/MAX,6 MESH a 10YR ---To TYP ICI\ I 20 f 10'MAX.C.TO C. SPACING) 0 o '✓/��/✓/✓/✓/mil/mil/��/��/✓/✓/mil/�//�//��/��/mil/mil/�//�//��/��/mil/✓/�//�//�//�//�//✓/�//�//X � � � � f\36"MIN.LENGTH FENCE NOTES: 0�0� �� F }x' POSTS DRIVEN MIN 16" oD LY TO 0 NOTES: \ '�\ .11, I INTO GROUND. 1.WOVEN WIRE FENCE TO BE FASTENED SECURE �JV j 1. 1 FENCE POSTS WITH WIRE TIES OR STAPLES.POSTS �-' /I 1, AN ON-SITE DRAINAGE SCALE SHALL BE LOCATED BETWEEN THE SOIL STOCKPILE AND II` / M '1 i' SHALL STEEL EITHER"T"OR"U"TYPE OR i-i / HEIGHT of FILTER n a o OFF-SITE PROPERTY. I9 HARDWOOO D. J 1 �' =16"MIN. o ,I!, y y W 2.REFERENCE SHALL BE MADE TO THE.SILT FENCE DETAIL FOR MATERIALS AND INSTALLATION 2.FILTER CLOTH TO BE TO BE FASTENED SECURELY TO 0 '� z ��I METHODS. q/ / I O� yaw W W WOVEN WIRE FENCE WITH TIES SPACED EVERY 24"AT `1 CA �� O o `<� �o W WW W W�' TOP AND MID SECTION.FENCE SHALL BE WOVEN WIRE, F D CD �r 3.IF THE STOCKPILE IS TO REMAIN FOR MORE THAN 14 DAYS,IT SHALL BE STABILIZED WITH \ ^^,�/� � "� m W � 12 1/2 GAUGE,6"MAXIMUM MESH OPENING. � �� _ BURLAP MATTING OR SEEDED WITHIN 7 DAYS OF COMPLETION TO MINIMIZE EROSION. / PERSPECTIVE VIEW nI o 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH cT r ?F EDGE OF FRESHWAT '^i 4.INSPECTION OF SILT FENCES SHALL BE AT LEAST ONCE PER WEEK AND AFTER RAIN EVENTS ~ \ \ YW 36"MIN.FENCE POST OTHER THEY SHALL BE OVERLAPPED BY SIX INCHES I� r OF AT LEAST 1 2".REPAIRS OR REPLACEMENT SHALL BE MADE PROMPTLY AS NEEDED. \\ vb/ / / WETLANDS AS �� AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER >l DELINEATED BY SH WN WOVEN WIRE FENCE MIN.14 I/U 0 -_ �� 5 / ( X,MIRAFI 100X,STABILINKA T140N,OR APPROVED _o�w3 (WOODED) \ \ Y \ ,ICI, BARRON M.S.ON J NE 1/2 GAUGE W/MAX.6"MESH ^' p ,',m�w�=^ 5.SEDIMENT TRAPPED BY THE FENCES SHALL BE REMOVED AND PROPERLY DISPOSED OF \ v6 f AND JUNE 5,2021 0. EQUIVALENT. - \ / SPACING)WITH FILTER CLOTH p WHENEVER SIGNIFICANT ACCUMULATION OCCURS. 1 - Cl - _ FLOW z 4.PREFABRICATED UNITS SHALL BE GEOFAB, o� _ _ ENVIROFENCE,OR APPROVED EQUIVALENT. F 6,SILT FENCES SHALL BE MAINTAINED IN PLACE UNTIL SOIL STOCKPILE HAS BEEN ELIMINATED UNDISTURBED GROUND _ AND SHALL BE REMOVED ONLY WHEN DIRECTED BY THE ENGINEER \ 23 \ 1 0 COMPACTED SOIL 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND TEMPORARY SOIL STOCKPILE DETAIL �22 cq o MBED FILTER CLOTH MATERIAL REMOVED WHEN"BULGES"DEVELOP IN THE r _ 2 ( \ z SILT FENCE. ID --- SCALE:N.T.S. ''')))))) ` 2'' .ICI, A MIN.OF 6"IN GROUND. C �>-- ;+ ` 24 \ SECTION VIEW N SILT FENCE DETAIL z o. SCALE:N.T.S. _ 11 N o \ \ \ NOTES: o U S 57'04'45"E ACT. 13.41'ACT. I ,� \T \ - /� IN 80'58'20"E DEED 11.07'DEED USE 2"STONE,OR RECLAIMED OR RECYCLED \ / / �- \\ \ \ \ 1. STONE SIZE CONCRETE EQUIVALENT. STAGING OF FACILITIES SCHEDULE r / ; W s\ \\ \\ 2.LENGTH-NOT LESS THAN 50 FEET(EXCEPT ON A SINGLE \�\, / RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD A \ APPLY). Z STAGE 'Dp 50'MIN. EXISTING DESCRIPTION OF TASK REMARKS / / \\\ \ / 3.THICKNESS-NOT LESS THAN SIX(6)INCHES. z_ 3. PAVEMENT a q NUMBER / T, J, 1, 4.WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN ST J J 1 INSTALL SILT FENCE AROUND THE PERIMETER OF WORK SITE BEFORE START OF CONSTRUCTION a� \ �'\� L` a? THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS ^ J ^^�FILTER MOUNTABLE BERM 2 PROTECT PUBLIC RIGHT-OF-WAYS AGAINST SEDIMENT,SPOIL AND DEBRIS CONTINUOUS PROTECTION )L \� / \ \ \\'o o OCCURS.TWENTY-FOUR(24)FOOT IF SINGLE ENTRANCE EXISTING 3 INSTALL AND PROTECT FINISHED SURFACES IN CUT,ADJACENT TO NON-PROTECTED SURFACES CONTINUOUS PROTECTION , \ TO SITE. GROUND CLOTH Lo PROFILE (OPTIONAL) z 0 � � �9\ � J Z �Y 4 ESTABLISH AREAS FOR ON-SITE CLEANUP OF TRANSIT VEHICLES AND EQUIPMENT CONTINUOUS PROTECTION 5.FILTER CLOTH-WILL BE PLACED OVER THE ENTIRE AREA 50'MIN. O w I/ \ PRIOR TO PLACING OF STONE. c ofr 5 ESTABLISH AND PROTECT AREAS OF SPOIL AND TOPSOIL STOCKPILING CONTINUOUS PROTECTION \ \ I ( ' / �� \ \\ z �I G =U 6 MAINTAIN FACILITIES THROUGHOUT CONSTRUCTION CONTRACT(SEE MAINTENANCE SCHEDULE) CONTINUOUS PROTECTION \\ \_� \\\ \ 6.SURFACE WATER-ALL SURFACE WATER FLOWING EXISTING o a- �} DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALLL BE 7 INSPECT THE COMPLETED CONSTRUCTION CONTRACT,DETERMINE SATISFACTORY COMPLETION CONTINUOUS PROTECTION - \� \ \ PIPED ACROSS THE ENTRANCE.IF PIPING IS IMPRACTICAL, GROUND �� O Ow 8 CONVERT CERTAIN TEMPORARY SEDIMENT CONTROL MEASURES INTO PERMANENT STRUCTURES CONTINUOUS PROTECTION - \\ \\\.\ A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. :7Z W 12'MI N. EXISTING Z 9 REMOVE OR MOVE CONTROL FEATURES AT THE END OF CONSTRUCTION CONTRACT CONTINUOUS PROTECTION -- \ 7.MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN N 'I PAVEMENT O O > O \ \ \\ } 10 REMOVE PROTECTION AT PUBLIC RIGHT-OF-WAYS AT COMPLETION OF PROJECT A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING r, 0 o \ \ OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL z_ ''^^V PLAN VIEW VJ 0 0 F�z \ (W RED SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO O a O PUBLIC RIGHTS-OF-WAY MUST BE REMOVED IMMEDIATELY. w O -- `� 8.WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A �/ a m AREA STABILIZED WITH STONE AND WHICH DRAINS INTO w ~ J YU AN APPROVED SEDIMENT TRAPPING DEVICE. ui O UJ 2 3' -- 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE _ :Do EROSION CONTROL MAINTENANCE SCHEDULE IN2379'50"w PROVIDED AFTER EACH RAIN. � STABILIZED CONSTRUCTION ENTRANCE W <C0 MAINTENANCE ITEM 259.5 REQUIRED NOTES: 8'-0" � NUMBER DESCRIPTION INTERVAL TYR 1 PERIODICAL MAINTENANCE,REPAIR AND ADJUSTMENT WEEKLY 1, ACTUAL LAYOUT TO BE DETERMINED IN THE X m in Q 2 REPAIR AND ADJUSTMENT FOLLOWING THE FORECAST OF RAIN(OR INCLEMENT WEATHER) DAILY AS REQ'D FIELD. i} LEGEND:EROSION AND SEDIMENT CONTROL z cC 3 REPAIR AND ADJUSTMENT AT THE BEGINNING OF RAIN OCCURENCE(OR INCLEMENT WEATHER) AT OCCURENCE 2,A CONCRETE WASHOUT SIGN SHALL BE 4 SUPERVISION,REPAIR AND ADJUSTMENT DURING THE FLASH FLOOD OCCURENCE IMMEDIATE INSTALLED WITHIN 30'OF THE TEMPORARY DRAINAGE INLET PROTECTION Q CONCRETE WASHOUT FACILITY. 5 REPAIR OR ADJUSTMENT FOLLOWING ANY DAMAGE REPORT(DURING DRY SEASON) A.S.A.P. SECTION A 6 OFFSITE MAINTENANCE AND CLEANUP FOLLOWING TRANSPORTATION OF MATERIALS OFF OF SITE AT OCCURENCE 3,MATERIALS USED TO CONSTRUCT TEMPORARY SILT FENCE 7 MAINTENANCE OF PERMANENT STRUCTURES,WHEN SEDIMENT REACHES 60%OF STRUCTURE'S CAPACITY AT OCCURENCE CONCRETE WASHOUT FACILITIES SHALL BE _�r X X TEMP.ORANGE � N -O6NO. N/A REMOVED FROM THE SITE OF THE WORK AND A A CONCRETE WASHOUT 8 CONVERT PERMANENT SEDIMENT CONTROL STUCTURES AT THE COMPLETION OF CONSTRUCTION CONTRACT WITHIN 30 DAYS DISPOSED OF OR RECYCLED, �__T CONSTRUCTION O 9 REPAIR AND ADJUSTMENT OF PERMANENT STUCTURES AT THE COMPLETION OF CONSTRUCTION CONTRACT WITHIN 30 DAYS FENCING ®CONSTRUCTION ENTRANCE o °RawN By DJS 4,HOLES,DEPRESSIONS,OR OTHER GROUND YODOCK WATER FILLED BARRIER o `"ECIAE- EGJ DISTURBANCE CAUSED BY THE REMOVAL OF z THE ABOVE MAINTENANCE SCHEDULE APPLIES TO ALL ACTIVE FACILITIES AT THE PROJECT SITE REQUIRING PROTECTION THE TEMPORARY CONCRETE WASHOUT SEDIMENT CONTROL FILTER SOCK/WATTLING DATE OCTOBER 11,2022 AS WELL AS PROTECTION OF THOSE FACILITIES LOCATED ON THE ADJACANT PROPERTIES AND/OR PUBLIC ROADWAYS. FACILITIES SHALL BE BACKFILLED,REPAIRED, AND STABILIZED TO PREVENT EROSION. PLAN cii SCAB AS NOTED 30 0 30 60 CONCRETE WASHOUT DETAIL SCALE:N.T.S. SCALE 1"=30' FEET C-3.2 LU R- i / HOUSE L N/0/F N:3007113,11518 \ 1 N/O/F 9255 MAIN ROAD,LLC E1387074,4891 COUNTY OF SUFFOLK RETAINING WALL"A",266 LF MATTITUCK,NY 11952 P.O.BOX 645 _ \ 330 CENTER DRIVE RI VERHEAD,NY 11901 °l°�°� �rY Y 'Y�rY,Y- S 24'04'20"E (WOODED) ...... STA 0+00ry co AL 0 LP LP pq LP ` LP LP pA LP C9 N:300657.1681 LU �O E:1387029-8144 LU :::, ..AZE333.. fl'. 31an131oH ------ ,-' �'"cc \ cc ss . �. aoaa a. D1.` LP „. .. 10`WIDE CONCRETE ENTRANCE LANDING '. k... CONCRETE STEPS 5.i CC \ Zlo a i° GOptl 0 Cl DI 09 I =o DI � u P P ° BUILDING B BUILDING A cc 013L(;o a r cc ss 0�0��a� la --- s dos ............... SS 330% d .'�P.': Q DI y n LP LP A SA PA 355 — LLi o ��a� oo F O ��///�D�L L Z �V DR— ''C� I ...'.'.'.'.',',',',',',','.'.'.'.'.'..,',',',',',', O (L n(�nnnn w w J a X -� ✓\. (. O AL Q a 'LP ..'. Cn Q Y li z STA 0+00 o z .FLUSH CURB.'. n. .'.gyp RETAINING WALL POOL 11� -N- O ZE3 -- \A .,B".80 LF O I`I�� o. Z.� a m o r of N 21'56'21"W ` ............ N o moo_ LP N ,ACC A,,,,,, 7� ��.,\ o o RAMP C1 AL.' v �\ ` '� zo CC C9 (.WOODED) AR NNI i N21Yd a: � \ N a '.'.' -r31tl1 1a31tl 143. a. 5 DI N 300401.704B > o o PA ... i ............ �. '.`� fE 1386838.2756 AL - W BUILDING C ,`,` 9111 rva P'o C9 LP AL" a31dw ,',',','.'.'.' L1 ....... ' P a, s 3311'01"E cc\ MOUNTABLE cuRe U s.DD' \�O BoDOO ��'3..°... .... �f J ® .... ... \ OEFusE ENCLOSURE LP _____ o ��3s�3r;3�.�3E3�3��.'.'.'.' c9 '(REFER TO DETAILS) r ® LP 4 �_ O \ ~ PA O L, DY Ks N 300335.4182 Q r, LP CC ^ o . DI LP E:1386785 8468 J w oi' LP — LP � LP D1 LP z o 00 - T �F' A� a � �O PROPOSED ''^^ O N UTILITY z V J J o W L N 1834'20"W _ - EASEMENT"Li" J w Z 26'41'20"W J WFV - 0 1 O 1,438 SF w Q O z )1 z m ^ 0 ^ a p 3 -- _ - S 5 LLL��,,LLL/// w Z H EASEMENT POSED UTILITY SF R U, 298.183420 E - O 181.83' ',PROPOSED HOBSON N 20'27' S 55'02'OS"W ZUJ 0 O� 4 o rV^ a z - a31tlm 42 W \ a L (WOODED) L _ 43.96 �* y DRIVE ACCESS& __ r J YO 1) 7 N/O/F MARK A.FARINA �' ^ LP ry UTILITY EASEMENT � J< O UJ Y &DEB RA A,FARINA HOUSE I I lb' , (5,690 SF) - C "1 355 HOBSON DRIVE W , C MATCH LINE NOTES: PUBLIC WATER _ \ �O 1 MATTITUCK,NY 11952 �� n � � Y LL HOUSE LL 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, L N/O/F DEBORAH A.FARINA PUBLIC WATER FC ^/ / \ ., (WOODED) ONE SHOWING THE EAST PORTION OF THE SITE AND ONE cl"j 355 HOBSON DRIVE LP / o SHOWING THE WEST PORTION OF THE SITE. THE �� MATTITUCK,NY 11952 248.23 "MATCH-LINE"PROVIDED ON EACH SHEET DELINEATES THE BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND - ° FC _ —� j _� \\ 0 z ➢ \ THE SCOPE OF THE SECOND SHEET BEGINS. WIRE FENCER —�- , �\�ry z o 1 S 2752'50"E77A� C 2.REFER TO THE SECOND(WEST)SHEET OF EACH MATCHED x �. r_r F-c-!`° °'°��°\°° \ (WOODED) a N/O/F MARK A.FARINA41 Q o \oo, _ C EDGE OF FRESHWATER WETLANDS PAIR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES OR Y�-.,�YwvYvwY LATTICE FENCE x GARAGE &DEBORAH A.FARINA o _ Q AS DELINEATED BY SHAWN M. N LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR , Nx 355 HOBSON DRIVE ��r°° \ ci°i/ BARPON M.S.ON JUNE 4 AND APPLY TO BOTH SHEETS. N / MATTITUCK,NY 11952 !n / PA ��o ter. �':E 5,2021(TYpj o - IE_ �� n BRA DEN LP z°� �� AIIIN N/A IF' S 24'17'50"E SPLIT RAIL FENCE CON r112964'} o oR,�wN al DJS EA MATCH LINE-EAST SIDE �. / �.�r,...MTRIL x x -xJ x x x x� MATCH LINE-EAST SIDE °° � e` cHEc�o evEGJ '�`�MATCH LINE-WEST SIDE — �rN MATCH LINE-WEST SIDE °''TEOCTOBER 11,2022 �. CO ( n �wrw�n�� '�,,��^��wv�rv��^rvwY -!) D-LE AS NOTED 30 0 30 60 o-NnNo Na. SCALE V,=30' FEET C-4.1 S 24'17'50"E x x x %CONC% / y MATCH LINE-EAST SIDE w i N ?r FC SPLIT RAIL FENCE '129.64 / 1/� MATCH LINE-EAST SIDE L / Q MATCH LINE-WEST SIDE CONTROL �\� - YY / / / MATCH LINE-WEST SIDE \ / 0' LP 12'x 2 AL / P / FID -------LP--- - -------- -- C9 0 11" c o / L� LP /� � ,III, F 30,000 RED WWTP PA h LP �LF LP o/F LF \\ 1CO LP WWTP EXPANSION AREA PA AL. / I �. LL AL I DI / DC '' I O AL' \I ( ICC rn �. I �\ I UJ I � \ 10'SETBACK To RAILROAD PROPERTY coCC LINE CC / \ 75'SETBACK TO _ o (WOODED) \ RESIDENTIAL \�PROPERTY LINE COAL' / LP LP LP SS o 0 0 0 S 21'04'50"E vo PA DI 0 78.22' CC O 0 j 1; \ Al D / LP LP / LP / ss o / ZONING COMPLIANCE TABLE-BUSINESS(B)DISTRICT F / TOWNCODESECTION DESCRIPTION REQUIRED EXISTING PROPOSED REQUIREDNOTES - / N/0/F 9025 MAIN ROAD LLC !, BUSINESS DISTRICT DIMENSIONALCRITE3ilA: 0 / 10095 MAIN ROAD UNIT 4 ,',i, §280 ATTACHMENT 4 MINIMUM LOTAREA(SF) 30,000 325,273 325.273 NO 7001 MATTITUCK,NY 11952 S.C.TAX No. 0 / 1000-122-06-28 / §280 ATTACHMENT 4 MINIMUM LOTWIDTH(FF) 150 514 514 NO \ ,LP / §280 ATTACHMENT 4 MINIMUM LOT DEPTH(FT) 150 695 695 NO , LP / §280 ATTACHMENT 4 MINIMUM FRONT YARD SETBACK(FT) VARIABLE 299.63 142.09 NO DO } _ / §280 ATTACHMENT MINIMUM SIDE YARD SETBACK(FT) 25 22.54 36.90 NO z F 290 ATTACHMENT 4 MINIMUM BOTH SIDE YARDS(FF) 50 75.08 94.40 NO a ?€ 280 ATTACHME!TT 4 MINIMUM REAR YARD SETBACK(FT) 35 89A9 135.50 NO a §280 ATTACHMENT 4 MAXIMUMLOTCOVERAGE(%) 30% 17.65% 21.38% NO 3 U) T,- Ill, Ill, §280 ATTACHMENT 4 MAXIMUM PERMITTED HEIGHT(FT) 35 WA 35 NO o o DI 280 ATTACHMENT 4 MAXIMUM BUILDING$TORIE$ 2 WA 2 NO oo o �_ ` .11. § 0 WETLAND To � L�wm O I HOTEL LAND USE 1 '�'O w z y DI EXPANSION/MITIGATION _tf AREA 2,149 SF §280-48(B)(2) MINIMUM LOT SIZE 3 ACRES 11.83ACRES 11.83 ACRES NO 2 0 ( I §280-35(B)(4) NUMBER OF UNITS(1 UNIT PER 4,000$F LAND) 121 WA 121 NO 2,4 nnn I u o 280-35(C)(2) SANITARY ACCESSORY FACILITY WA WA YES NO o x - - N I - o PA _ ��_ PARKING REGULATIONS: D CD r 280-78 REQUIRED PARKING SPACES(SEE PARKING CALCS) 418 367 576 NO -_t w�_ 280-79 REQUIRED REQUIR LOADING SPACES(SEE PARKING CALCS) 3 2 3 NO N a w LP \`�' --EDGE OF FRESHWATER o r �Fz�Mo LP \ v;>ooy '.\ WE AS NOTES: p DELINEATED BY SHAWN".' 1.HOTEL USEISAZONING BOARD OF APPEALS SPECIAL EXCEPTION,SEE 280-48(B)(2) �.-, _w(WOODED) 0 III BARRON M.S.ON JUNE 2.THISCALCULATIONISBASED ONTHECOMBINED LANDAREAOFBOTH PARCELSINVOLVED(SEESITE STATISTICS TABLE) �10AfJD DUNE 5,2021 3_THIS CALCULATION IS BASED ON THE TOTAL BUILDING COVERAGE DIVIDED BY TOTAL BUILDABLE AREA(SEE SITE STATISTICS TABLET - `\. /\ 4-FOR REFERENCE,SEETHE PRIOR REVIEW LETTER FROM THE TOWN ZONING BOARD'S CONSULTANT,NELSON POPE&VOORHIS,DATEDMARCH 2O2020, WHICH INCLUDED AN EXPLANATION OF THE YIELD CALCULATION FORHOTEL UNITS("...NOMORETHANONEGUESTROOM PER40005FOU LAND.") _ LA cq \ ID -- 2 .E CL N `}�\ a5 - - � �\ \ 1 I LEGEND:SITE PLAN KEY NOTES � LP SYMBOL DESCRIPTION DETAIL p S 57'04'45"E ACT. 13.41'ACT. \ \ \ CC CURB,CONCRETE SHEET 10.5,DETAIL OS U =- N 80.56'20"E DEED 11.07'DEED .\ III, ". CURB RAMP,CONFIGURATION TYPE 1 SHEET 10.6,DETAIL 01 CURB RAMP,CONFIGURATION TYPE 9 SHEET 10.6,DETAIL 02 a- SS f '\ \ DI DRAINAGE,INLET SHEET 10.3,DETAIL 01&05 PAVEMENT,ASPHALT SHEET 10.5,DETAIL 03&04 U J rn PAVEMENT,PCC(PEDESTRIAN WALK) SHEET 10.5,DETAIL 01 J SITE STATISTICS '�\ \\ SA PARKING STALLS,RESERVED ACCESSIBLE STALL SHEET 10.8,DETAIL 01 Z DESCRIPTION UNIT PRI3P05®OTY IXISTING QTY `s z \ \� SS PARKING STALLS,STANDARD STALL SHEET 10.8,DETAIL 01 a w OJY AREAS \ FC SITE FEATURES,CHAINLINK FENCE,8'TALL WITH PRIVACY SLATS SHEET 10.6,DETAIL 03 ^J^ O'o EAST PARCEL SF 325,273 325,273 SS \ FP SITE FEATURES,FLAG POLE SHEET 10.5,DETAIL 07 LP LL O �O BUILDINGCOVE:RAGE SF 103,484 57408 O> \ \ '�/)� BUILDING SF 5,945 - \ FH SITE FEATURES,FIRE HYDRANT SHEET 10.2,DETAIL 02 VJ J BUILDING SF 69,809 - �� \ FS SITE FEATURES,SAFETY RAILING,42"HIGH SHEET 10.5,DETAIL 02 w J w LLLLZ BUILgNGC SF 4,503 - a > M O} DECK POOL AREA SF 23,227 - �\ \\ LP LIGHTING,LIGHT POLE SHEET 10.4,DETAIL 02&04 ..w o ZIT- PAVEMENTS SF 119,265 198,288 0 (tAIYOD: AL AREA,LANDSCAPE SHEET 10.9 a oz LANDSCAPE SF 102,524 69.577 .LP Z w J O� WETLANDS SF - - 4�s BO BOLLARD,STANDARD SHEET 10.5,DETAIL 06 OTHERLANDSCAPE SF 102,524 69,577 SF A BOR BOLLARD,REMOVABLE SHEET 10.5,DETAIL 06 J< O O Y Q Y WEST PARCEL SF 180,984 189,984 'L y __ N �W RETAINING WALL SHEET 10,5 DETAIL 05 <C = :Do BUILDNGCOVERAGE SF 240 - 259.53' ~LL WWTPBLDG SF 240 - IN23'19'50"W ALL PAVEMENTS SF 75,097 c) LANDSCAPE SF 114,647 189,984 Z QED WETLANDS SF 18,426 18,377 �Ei 7 OTHER LANDSCAPE SF 96,221 171,607 7 TOTAL $F 515,257 515,257 m aQC TOTAL WETLAND SF 18,426 18.377 G EASEMENTS ISE 11,621 - BUILDA BEE LAND ISF 485,210 496,880 B NO. N/A 0 0o DH,�wIv By DES o LHEuKED By ECJ z RITE OCTOBER 11,2022 -LE AS NOTED 30 0 30 60 BwInIO nla. SCALE 1"=30' FEET C-4.2 r LU I �HOOSE m N/O/F N/O/F 9255 MAIN ROAD,LLC COUNTY OF SUFFOLK RETAINING WALL"A",266 LF MATTITUCK,NY 11952 P.O.BOX 645 yYT 330 CENTER DRIVE S 24'04'20"E RI VERHEAD,NY 11901 ,�. '_._ STA 0+00 co LU W`3" IC RHO o = 9'TYP 444 A70 .'.'. .' 131Hi11310H 10 4 ; o 52 SIGN:R3-2 nJ� d0y0 „NO LEFT TURN„ ,�- •.•. ,•.'R' {z .` ` ,� '{Y S6 3a \ MAIN ENTRANCE SIGN , .O �', S2 ... I' .'fix3 .'.•.',',off, � VV DECORATIVE STONE WALL 10`WIDE CONCRETE -�•,•• ``•"'. •,�/.••••••'•'••'••`•`•`•`• Z . • ENTRANCE LANDING �, -- - 'r0:':':':':':':': :':':':' - O S2 CONCRETE STEPS R5 0 .'� SIGN: IS ..0 PARKING \ a �4_ 2A e ' g O ° BUILDING B BUILDING A " ..O. nl p13L1' ' a r 1p7j,l'p13/I o,� q G' � 52 Lo --- 11 d A a k jjp/ d S2 'GREASE TRAP \ vz c €F- i 0 ' dpyp 52. .'WARNING SIGN 7 \ o 0 0 S2 .................. 3 94 2 z a oo F s2 i O - o �' '_ Q � S3 � �Z 7 R166.7' o R88.EE .D�..•. •.. L-J a CD X LL STA 0+00. .FLUSH . °. O .D o F€�--cc CURB .�. RETAINING WALL S POOL 1� - -N O Z U)CD \ \-., O t O LL�JJJ o ............... .............. m Ee YF N 21'56'21"W O`` ``� ✓N o ax - 10.87' o h 'DO , ` J .. '. .' z o F - - O (� _- o O ° RAMP ° `\ TT 0 2A R10i .'. .6.'.'.'.'.'.'.'.'.' °.r' C Mp .•� :oz (NODDED) Y9 RP ONI i N21tld ?- >o F.,y, O h -.. -ihV1 ii]DVU a , � gQow� 2 O O -' n 41' 26'� .`o`, CONCRETE METER VAULT S5 BUILDING zs' , 0 ,,,,,,,,,,,,, ,,,,, , 8 'PA, ,7 21hWA', .. UV,.. .,., .. oo ,�. {T•�pay . 7 S 3311'01"E .'a,o.D. 13, .'.' 9.00' _ 8 .y{ MOUNTABLE CURB ................. .. z U O o oo N ...�.. d ______ - _ SIGN:YIELD 'S1� J N o � 13' .�+�3t�3 Ti sT. \ A ------- o :'•'•'•' H REFusE ENCETAILS ® N R5 \ 5 REFER To DETAILS) y ® °R LOSURE 4 s o P s 0 $ N o s1 0 �O .'. ' S1 O R2S UTILITY E\ C' U> .., 0 `. 277.04' o `_ i N EASEMENT"Ui" Z J (AW - A�K�( r z h 'o, o= 1 _ O 1,438 SF (D w F OZ � 26'41'20"W ' 'ELFr 1 ^ o ° w `jIGN:R3-3 S1 E. <> FT181.83' 5 W' } R 228.00�NO TURNS' - S 55'02'0 VJ 0 w ZH PROPOSED UTILITY \ O EASEMENT"U2"4,493 SF w - 3 _ � 8"W` Q S 18*34'20"E - Ha"d 24 ° PROPOSED HOBSON 1.74 LL w _p 0 10 - N 202742 yy U (WOODED) l a _ 4396• �1 831tlo, y DRIVE ACCESS& __ z ~ Y N/0/F MARK A.FARINA ^ � ry UTILITY EASEMENT � a O UJ &DEB 0RAH A,FARINA HOUSE i �' SIGN:R3-3 (5,690 SF) "1 355 HOBSON DRIVE PUBLIC WATER "NO TURNS" (� �0 MATCH LINE NOTES: MATTITUCK,NY 11952 ^/ R3 SIGN: �" \ (./ Y LL 1 HousE `' RIGHT OR LEFT (WOODED) U �� 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, L N/0/F DEBORAH A.FARINA PUBLIC WATER w TURN ONLY _- ONE SHOWING THE EAST PORTION OF THE SITE AND ONE O 355 HOBSON DRIVE o 0 SHOWING THE WEST PORTION OF THE SITE. THE MATTITUCK,NY 11952 248.23 ' "MATCH LINE"PROVIDED ON EACH SHEET BE THE a / BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND _ - THE SCOPE OF THE SECOND SHEET BEGINS. WIRE FENCE x - x--� , of ry z \ m a 1 S 27'5750"E -x F x ,rv�rY`L'�'Y°�°'! I a VQ oW, Z o "d 2.REFER TO THE SECOND(WEST)SHEET OF EACH MATCHED x x r.'t ,� �YY _ (WOODED) a N/O/F MARK A.FARINA �O o^ w PAIR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES OR Yv�""T'�'�'�Y r LATTICE FENCE &DEBORAH A.FARINA -W,� Q LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR `° GARAGE 355 HOBSON DRIVE ��r°° cn \ N APPLY TO BOTH SHEETS. yy N� x Nx MATTITUCK,NY 11952 7 d* oi oh y 6 No. N/A ` S 24'17'50"E IT F�I•J^F P 129.64'j/ \- o DRawN al DJS MATCH LINE-EAST SIDE Z x x =z-x x x x- x- MATCH LINE=EAST SIDE MATCH LINE-WEST SIDE o \ _ MATCH LINE-WEST SIDE ° DATE Dev EGJ z �. CONTROL ^T'�v�, vv�n��rY�,�n^,�vvY� �,wr-A MATCH_ °''�E OCTOBER 11,2022 nLE AS NOTED 30 0 30 60 DR,�NnND Na. SCALE V,=30' FEET C-5.1 -7-bU NU S 24'17'50"E SPLIT RAIL FENCE CONC.12964•+ H MATCH LINE-EAST SIDE e iX�r.r a r;rya r,.s,� x x -*--x x x x- x� �MATCH LINE=EAST SIDE MATCH LINE-WEST SIDE U -CONTRO ti,�-n'� MATCH LINE-WEST SIDE L N rvvv�r- ^.E�.�YY ' B A z 12 o ^� // \ ` m m al\: La La �a LF La \II. F 30,000 RED WWTP Z co �_ A\ z o_ \ WWTP EXPANSION AREA 8 O '/ III \)\ \\ O U) Lu ,0 10•SETBACK TO RAILROAD PROPERTY LINE R1D 75 SETBACK TO (WOODED) RESIDENTIAL g �S PROPERTY LINE (y 9 ' 9 8 7 7� 0 o O o _ �, S 21-04'50"E 78.22' � 98. .H_ , 'Fz�90 o \1 all, �> N/O/F 9025 MAIN ROAD LLC p 10095 MAIN ROAD UNIT 4 MATTI TUCK,NY 11952 S.C.TAX No. �/2 9 1000-122-06-28 /� r 9 c M REQUIRED OFF-STREET PARKING CALCULATIONS(TOWN CODE§280-78) / NO.SEATS CALC. RED. o CD -?G \ DESCRIPTION CRITERIA' OR UNITS AREA(SF)SPACES SPACES oo O RESTAURANT 13P PER SEATS 275 92 92 YET>I w z �JV r o \ OR SP PER 100 SF 5,915 59 - ? \ \ I C4TERING HALL 1 SP Pk3i 3 SEATS 300 100 - oo __-- OR 1 SP PER 1 CO SF 11.033 111 111 a LI EL HOTEL 1 SP PER GUEST ROOM 126 126 125 u BD x Q AND SP PER EMPLOYEE 50 5C 50 Y li ?oz 0 I p INDOOR RECREATION 1SPPEi300SFFLOORAREA 1 11,521 39 39 l \ I m AND 5 SPACES PER COURT - - - U,CD ANDISPPER20OFTOFRINK E (`I \ rF LLLLs TOTAL SPACES REQUIRED 416 CT �r 9 (WOODED) 1. o O � „i, V U 0 1 \ PROPOSED PARKING COUNTS \� DESCRIPTION RED.SPACES BD -_ m (77 \\ UNDERGROUND STANDARD STALLS 208 F _ UNDE2GROUNDADA STALLS 2 _ - XXX???" cq EXTERIOR EAST LOT STANDARD STALLS 166 i EXTERIOR EAST LOT ADA STALLS 10 ID y o EXTERIOR WEST LOT STANDARD STALLS 190 - ;' \9\ ig EXTERIOR WEST LOT A DA STALLS N ag A, Z ?� TOTAL SPACES PROVIDED 576 TOTAL ACCESSIBLE SPACES 12 0 - S 57'04'45"E ACT. 13.41'ACT. Z_ g \ REQUIRED ACCESSIBLE SPACES(2%OF TOTAL) 12 u -.-- N 80'56'20"E DEED 11.07'DEED U) Zo rn �. a J o± 0 �z z J W Y w pO Q o 0} z w o,�wz 93 w o 0> 50 z 0 U a LEGEND:SIGNAGE ABBREVIATIONS � O YY y N ABBREVIATION DESCRIPTION = UJ 259.53' -- Si STOP SIGN ^ Y ~LL O IN23'19'50"W v ALE U S2 VAN ACCESSIBLE RESERVED PARKING �::) S3 NO PARKING ANYTIME z <ED 7 S4 DO NOT ENTER Y �Ei 7 S5 NO PARKING-LOADING ZONE(R7-6) S6 ONE WAY Q S7 NO RIGHT TURN ^ S8 NO STANDING ANYTIME L.L S9 NO STOPPING ANYTIME EXCEPT BUSES BN. N/A 0 0o DHawN By DJS o LHECKED By ECJ z DITE OCTOBER 11,2022 -LE AS NOTED 30 0 30 60 DRa•No Na. SCALE 1"=30' FEET C-5.2 Lu 0 m ° z z° O a ry O Lu Lu VEHICLE ELEVATORS (VALET USE ONLY) _ / I Z 'o, I / I BUILDING / S2 SUPERSTRUCTURE I 53 ABOVE(TYP) 01 I S2 J 40'X 100'CLEAR STAGING AREA FOR VALET OPERATIONS _IFLL�y Fz��o NOTE: TOTAL COUNT OF VALET STACKER No o- PARKING=208 STALLS _ - �' K' ~F`S O O f �liw Z l - ol o� BUILDING CD SUPERSTRUCTURE I Y LL ABOVE(TYP) CD �BD€ 20 9 I O 19 I =ow�.�i 76 - -� 76 10'X 19"'QUAD STACK" C VEHICLE STORAGE RACKS (VALET USE ONLY) � � 5Q- \ ___ 24 � z U LL1 J Y w� � Ofr O a a o ~} p� owz a w }(D w Wa0 � <-zIE- .�z o� WJ �O a(D ° Y Y Y �o Z_O YW Qm a a N/A 0 00 oHAwN av DJS o LHECHFD E ECJ EE DATE OCTOBER 11,2022 DCALEAS NOTED 30 0 30 60 oRANnNo Na. SCALE 1"-30' FEET C-5.3 r R_ I o HQQ3E N Q F N/O/F 9255 MAIN ROAD,LLC COUNTY OF SUFFOLK RETAINING WALL"A",266 LF MATTITUCK,NY 11952 P.O.BOX 645 yYT \ 330 CENTER DRIVE RI VERHEAD,NY 11901 3010 �Y \ �ti'vWY`r"1'YV , S 24'04'200DE ��VIUODED) 0+00 C 31 28.95 1.5'DEEP SCALE 27 _ 3Dco 30_30 (BOTTOM ELEV.=26.10) 2779 28 29 \ \� Z O m ry - "27. 33.10 35.50 34.80 `� 3232.50 30,10 2Lj 6.10 26.10 29.53 r 1 d ll, 31.9 w ` 30'Cl .97 33.26 34.1 P5.3 3 4w2 B7,.00 �D.BLo.R B.4 cv29.68 �'� '��n°j \ `,D. ' �, ,, 29.6 131V;1131 1 �D.4 28,46 32.0 31.04 33.14 .50 ..2�. : .,y..�i0,10 50 �� .30'. 0 31.67 .W4 j20 w w w 35,72 35.90 ',�.'.'.'.'.'.'..-36' 33,30 7 I 29 7 6�" 37.20 '� .. 29.87 D,A.6 35.82 37.30 37.30 31.5P ' s 37.25 10`WIDE CONCRETE 321�j0 `, 3 .29.58. Z ENTRANCE LANDING -- -- q e 36,65 37 25 0 32.20` `3Q 80 \ e•, D,A.S 34.85 36,65 CONCRETE STEPS 31.3a. 30.27 29.77 \ 32.2 \C k M ``� _ ... \ w� .'2. Z u \ �3.69 .'ILF o�'� 2A94 ..Gq ! . \ Q 329 36,10 A A.RgM 30.65 -_ a \ o- 30.65. e ... o 35.82 S.56 29.88 35.51 1,23`� 'a 2 32,26 D.RB. 33.70 G 29.26� .\ 33,73 0. .`.........`.`.`.`.` 1 33 35. `�� `, `-D.A,S ` , A 31.20 D.RB.15 7. 9i'i9 i I l� I 35,04, 35 055 89 BUILDING B BUILDING A i a 33,94 D.RB.14� i r' ,b D,T�', - �73I,Ii07jAi a M �29.93 Bt- 35 02 31,22 �73/,I(v 30,65 T TO lu 10 q F. o D.RB.13/ 35.88 ,�C 'NInII7 Il77 . . .\ 0 ^ I� -_ D.RB.12 a' V�'�i d f. .`. \ IL�J oay D.A17'. q V Z 34.97 35.86 310 .\ c R i N D 30.65 30�45 D.16 o D.RB,9 31.210 30,66 7 33.65 43 - d o py 34.91 D.RB. •� Z �uJ V a 'o I 1'325' 32. a� 30'29 ',3Q,. oo co 31,89 i D.RB.7 D.RB.6 ww �� N STA 0+00 34.86� -FLUSH CURB RETAINING WALL 1 32.D_.E,8 .82 POOL 30"44�,,` �. 2'9. U)CD R- :Ha.x ' B 80 LF \ 32 9 T 1 2 �er�� fl,D.D 1-3 N 21'56'21 W - �x D.E.6 34.80 V `xx RB.5 D.RB.4 �x x 5-- 3205 34.7� •Qo 33.08 3.3 31.88 34.74 -ice- r 29 71 2,9.15 F 303 _ .`. 1D 255 `\ 32.76 �.D� 7 30 o s4 3 \� 3 RAMP 30.6� �'.'. .'.i .'.'.'.'.', - o 1 D.RB RPMP h .'23.&0 iD:D9:08.:.`.'.'.N'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.;' .,. (WOODED) A. 31.1 36, ig. 9NI n _ 32.87 -a31tl0�y31tlU cF J.- v , - ��,. 31,75 L D.E.4 -D..224 U -32.05 p 33.77 36,40 BUILDING \ '- 10\ f iD.E.3 W 35.37 °' -31 b,7 2131dU .729.A7..:.:,:,: w 31.66 35,06 TT�� .6.D.6 \ 7 S33'11'01"E \' 33.17 30.28 29.13 D,D. cv 2J,l'.'. .29:Q2..................' S.6 34,15 MOUNTABLE CURB '' \ ` U 34.24 29.78 000 .'i .�'.'.' \ .. 30,0 - ---REFUSE ENCLOSURE .15 3q 33,99 '(REFER TO DETAILS) y ® 34.33 0 31,30 z 0 32. 3.88 30,70 31�30 9.32�� 28.75 2 .64 24.6 W ww JY .. �.o, CD \', - ... ,,,,,,, .. ^� N32.30 V 28,00, �O s T _ _ 2 2 0 00 T Q d �r o 26.27 _ 2-.,g24 0 2 24 26.89 - / 1 PROPOSED - Q o> BI CO UTILITY Z o> X N 18'34'20"yy w 3 28 277.04 0 EASEMENT"Li" 1n Lu RV�P�( 32.30 09 8� SP LT 0 D Y O j 1,438 SF w a 0> \, PROPOSED UTILITY 0\ a = / F� - o, -11 ❑ 0 0 zZ C- EASEMENT"U2"4,493 SF 228.00' E Y _ _ S�55'02'OS"W J �0 m r o )land 1,74' o \\ �a S 18'34'0"E PROPOSED HOBSON ' \ ❑ Lu HO a I i131tlo, `L4i O i N W \ (WOODED) \ L 43.98' h DRIVE ACCESS& K N/0/F MARK A.FARINA \ 29.13 ( UTILITY EASEMENT O UJ Sc DEBORAH A,FARINA HOUSE i (5,690 SF) _ _ "1 355 HOBSON DRIVE PUBLIC WATER 28,58 �- _ �0 MATCH LINE NOTES: ,MATTITUCK,NY/111952 C^J Y LL 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, L o N/O/F DEBORAH A.FARINA I PUBLI CLL O WATER ^/USE / / _ (WOODED) C ' ? ¢� ONE SHOWING THE EAST PORTION OF THE SITE AND ONE cj 355 HOBSON DRIVE SHOWING THE WEST PORTION OF THE SITE. THE M ALL ITUCK,NY 11952 "MATCH-LINE"PROVIDED ON EACH SHEET DELINEATES THE x / ➢ ❑ BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND THE SCOPE OF THE SECOND SHEET BEGINS. WIRE FENCE x a \ S 27'5750"E __ - `-•r�r-Ps-- :�� w z Ln.L/ 2.REFER TO THE SECOND(WEST)SHEET OF EACH MATCHED x x > "�'�` '" 33 -I a N/O F MARK A.FARINA }/ `i o^ / /L /-EDGE OF FRESHWATER WETLANDS '^ PAIR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES OR `�' i 34 ATTICE FF &D BORAH A.FARINA\ 2'� Q AS DELINEATED BY SHAWN M. \ `J LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR I I x p / / oI APPLY TO BOTH SHEETS. '° GARAGE 35 HOBSON DRIVE j C` BARRON M S.(N JUNE 4 AND \ 3� N MAT ITU CK,NY 11952 L Q W 36 �r h / -"1E 5,2021 TYP' i 36,5 -\ J I I n \ -36 `4.5'TALL EARTHEN oER J / N o�h.� / 1� _]5 N.. \ 35 \ \ 36.so I eUA AEI I y/ _\M�� J // / N/A 34 I S 24'17'50"E SLIT FAA FENCE ��'�`�128-64' / /�/� o oR,�wN al DJS \\ 33 MATCH LINE-EAST SIDE x x x x`- x x; T , MATCH LINE-EAST SIDE -32. ' / o cHECkEo ev EGJ MATCH LINE-WEST SIDE \ 30 29.17 __ __ -- I / MATCH LINE-WEST SIDE z C RN ROL ll I //� //��///� / ) oaTE OCTOBER 11,2022 r -LE AS NOTED 30 0 30 60 oR,�NnNo Na. SCALE V,=30' FEET C-6.1 _l - \ 33 34 �-Qt- $24'17'50 E S LIT RAIL FENCE CONC.12.64' % \// ,I ail- ---.- -I - MATCH LINE-EAST SIDE �I \ x x x L x x x ��x // �� / �/\ � Q 32- _ %/ i / MATCH LINE-EAST SIDE � MATCH LINE-WEST SIDE 30 29.17 CON ROL -- -- ,�. / �/�� MATCH LINE-WEST SIDE �B DG T� ____ \�___- -__ -�2 23 i 2a_2 2 27.0 10 -------- ------ -- `7 30,000 GPD WWTP 28.BW0 27.79 LP L� LP P �� 26,14 26,14 I� 27.44 r_ LP �' 1 I 2 \, z I I z \ 2 0 P EXPANSION AREA �� 27.62 27.03 26,68 2G 25.8 / DRAINAGE CALCULATIONS CATCHMENT STORAGE / w DESIGN DATA DESCRIPTION AREA(SF) COEFFICIENT REC'D(CF) 10'SETBACK TO A `27.03 26,10 �- _ J / ICI RAINFALL(IN)2 ROOF - 1.00 - \ / / i- 25,55 // DRYWELL DEPTH(FT)12 PAVEMENT 21,435 1.00 3,572 RAILROAD I \ ---1 /1 _ DFC(WELLDIA(FT112 GRASS 5,- 0,20 189 PROPERTY LINE � � 26 � 25 20 24.91 � 26.33 / 25.44 D.F.5 A DRYWELL CFNF 100.88 WOODED 0.20 - /2590 DRYWELL VF RIBUD 37 75' . �� / / DRYWB-LS REQUIRED (WOODED) \ RESIDESETBACK TO NTIAL '' / // /\/\ DRYWEDLS PROVIDED 5 TOTAL 27,102 3,761 PROPERTY LINE / 25,9 // i III RAINFALL(IN)2 ROOF - 1.00 - 25.73 2110 / / /// DRYWELL DEPTH(FT)12 PAVEMENT 13,636 to() 2,273 D.F / / / / \/ DRYVVELL DIA(FT)10 GRASS 12,569 0,20 419 B DRYWELL CFNF 68.42 WOODED 0,20 - �� -- 24.99 4.35 h DRDRYYWELLS VFR�D 48 Z 24.924,32 r 24.54 2 F.9 a/ / / / DRYWELLS PROVIDED 4 TOTAL 26,205 2,592 1 0 i � F.13 i Fyn �_, F7 yf•0 / // RAINFALL(IN)2 ROOF - 1.00 - _ TTT YYY / v� r _ 24.92 D,F 824.8 8.2' / / DRYWELL D97H(FT)12 PAVEVENT 10,703 1.00 1,7$4 \ 24 `'14 23.67` / 24.92 24,73 / DRYWELL DR(FT)10 GRASS 9,560 0,20 319 �( \ D.F.3 i >00 C DRYWELL CFNF 68.42 WOODED - 0.20 - D. 3 78 .F.11 F 1 24 4 ,i�1,/6 X 1 �' DRYVVELL VF REQ'D 31 000 5.1 00 ED / DRYWLLS REQUIRED ///// _ 4.16 DRYWELLS PROVIDED TOTAL 20,264 2,103 23,45 �/ / / RAINFALL(IN)2 ROOF 1.00 23 DRYVVB-L DEPTH(FT)16 RA BI 40,738 1.00 6,790 24 / / // / DRY WELL DIA(FT)10 GRASS 53,503 0.20 1,763 E 22,48 D DRYWELL CFNF 68.42 WOODED - 0,20 - 1 22,97 23 / DRYWELL VF REO'D.25 A 0 c 2z / / =a �.// ORYWELLS REQUIRED 8 / // // DRYWELLS PROVIDED 10 TOTAL 94,241 6,573 ",F D.G.6 / / RAINFALL(IN)2 ROOF - 1.00 - -F- - O � y D II 22 21 / // / / ( DRYWELL DEPTH(F-n 12 PAVEMENT 82,753 L00 5,459P.° RA I I / / DRYVVELL DIA(FT)10 GRASS 639 0.20 21 O R6 \ 21.97 ,LO/ /� .III, E DRYWELL CFNF 68.42 WOODED - 0,20 - RD I 21,14 E DRYWELL RIMEO'D 80 N/0/F 9oAI MAIN ROAD LLc p ? �D.G.S r p-G-7 / 10095 MAIN ROAD UNIT 4 DRYWELLS PROVIDED 7 TOTAL 33,392 5,480 0 / MATTITUCK,NY 11952 S FAX No �V _ RC WW L\No 21 / �/ ,III. DRYWaLI DEPTH(FT)12 FAV EIVENT 43,235 1_00 7,206 - / 1000-122-06-28 () t` Q - 21.02 j % I DRYWELL DIA(FT)10 GRASS 20,748 0,20 692 0(0� } \\ 20.25 _ / I/ L G.4�D G,8 ( / F DRYWELL CFNF 68.42 WOODED - 0.20 - L-I z �y / DRYVVELLVFREO'D 115 Q c I=F 120.07 DRYWELLS REQUIRED 10 \ 20 /, ,III' f DRYWB_LS PROVIDED IO TOTAL 63,983 7,897 I6 - \� / RAINFALL(IN)2 ROOF 324 1.00 54 U) \ 1 99 38 C.III, ,III, .\'i 1. DRI DEPTH(FT)8 PAVBVENT 31,862 1.00 5,310 0 0 )(�\/ 19,3 \ ,III. DRYVVELL DIA(FT)10 GRASS 4,838 0.20 181 00�� o F �F \\\ V 70-' WETLAND G DRYWELL CFNF 68.42 WOODED - 0,20 . 7 - - O 1 1981� EXPANSION/MITIGATION 2 DRYWELL VF REO'D 81 �vv �, L8 - .2 . 1 DRYWB-LS REQUIRED 11 19.15D G AREA 2,74 SF �11, 0 \ \ Y DRYWEDLS PROVIDED 11 TOTAL 37,024 5,526 a_cep o I RAINFALL(IN)2 ROOF 5,945 1,00 991 LJ o DRYWELL DEPTH IFS 16 P,AV EIVFPIi - 1.00 - CD m _ 19.94 �` _ \ .III. I DRY WELL DlA(FT)8 GRASS 55 - 0.20 - 0LIL 2- cv N 1 o o - wFE 20.72 .'\ RA DRYWB-L CFNF 42.24 WOODED - 0.20 - 00 \.1 3 o r U D.G.10 '\ \ m DRYWELL VF REO'D 23 � co - ,��.`.. 20, -� SEDGE OF FRESH WAT DRYWB_LS REQUIRED 2 IEe T o 1 DRYWELLS PROVIDED 2 TOTAL 5,945 991 r YF T \I WE LANDS AS - �' \ M N� - \ ,�' RAINFALL(IN)2 ROOF 89,809 1.00 11,835 � _- DELINEATED BY SIT WN 0 \ (WOODED) \\ \ 24r`� \ III, BARRON M.S.ON J NE DRYVVELL DEPTH(F()12 PAV HVEPlT - 1.00 = � ym - 1.68 ,/ AND JUNE 5,2021 DRYWELL DIA(FT)10 GRASS 0,20 - \, ` D.G.11.r `.\ ( CD RS DRYWFLL CFNF 6542 WOODED - 0.20 - \ \S DRYVVELL VF REO'D 170 F 03 DRAINAGE AREA KEY MAP d \ DRYWEDLS REQUIRED 15 DRYWELLS PROVIDED 15 TOTAL 89,609 11,535 i SCALE:1"=200' \ \ \ 0 RAINFALL(IN)2 ROOF 4,503 1.00 751 ORYWEI DEPTH(FT)16 PAVBVENT 1.00 2 \ o: DRYVVELL Dl4(Ff)10 GRASS = 0.20 RC DRYWELL CFNF 68.42 WOODED 0.20 BSQow DR1'VVELL VF REO'D 11 DRYWELLS REQUIRED 1 DRYWELLS PROVIDED 1 TOTAL 4,503 751 h RAINFALL(IN)2 ROOF - 1,00 - o 35 PROPOSED GRADE 35 S 57'04'45"E ACT. 13.41'ACT. \ DRYWELL DEPTH(Fi)16 PAVEMI NT 25,034 L00 4,172 - TOP OF WALL N 80'56'20"E DEED 11.07'DEED \ 1 \ \\ III. DRY WELL DIA(FT1 10 GRASS 1.637 0.20 55 DRYWELL CFNF68.42 Vd00DED - 0,20 - Z 1 \ \ \ \\ \' DRYWELLVFREO'D62 DRYWELLS REQUIRED 4 0 30 30 •�0 \ �\ \ \\ \.\ \ N DRYWEDL ®S PROVID4 TOTAL 26,671 4,227 Z U C T Q aL PROPOSED GRADE \ \ \ \ o a 25 BOTTOM OF WALL 25 w\ \ \ z _ W JY O 22 22 \ 2�O ' \\ \ \\ \ 0 =O 0+50 0+00 1+00 1+5G �� Y 'o `� 7 2.47 \ �� Z OLu STATION \\\ LLz RETAINING WALL"B"GRADING PROFILE 26,93 N \ \,\ \ W SCALE:1"=200' 22 }�� \ \ \ \ w H a� \ \o 0 Z \ 27.28 \ \ a 0z � \(�D E D � pn 0 �s\ "T W 0 259.53' __ O U LL N 23'19'50"W ALL 40 40 \ Z <ED PROPOSED GRADE TOP OF WALL 7 0 7 Q w 35 35 L w 30 30 -�6 No. PROPOSED GRADE N/A BOTTOM OF WALL 2 oRawN al DJS 28 - - 28 -0+50 0+00 1+00 2+00 3+00 3+50 o cHEcuEo ev EGJ z STATION � oaTE OCTOBER 11,2022 �.1 RETAINING WALL"A"GRADING PROFILE -LE AS NOTED SCALE:1"=200' 30 0 30 60 oR,�NnNo Na. SCALE 1"=30' FEET C-6,2 Lu DRAINAGE STRUCTURE SCHEDULE TOP OF B OTT.OF STORAGE DEPTH STRUCTURE NAME STRUCTURETYPE ELEV. RINGS RINGS INVERT ELEV. (V F) D,A,l 5'X 5 CATCH BASIN 31.04 N/A N/A 27,54 500 D.A.2 SX 5'CATCH BASIN 32.26 N/A N/A 28.76 5.00 DA,3 10'DIA.DRYWELL W/FRAME&COVER 33.30 3230 20.30 2870 12,00 DA,4 10'DIA.DRYWELL W/FRAME&CC)VER 32.94 31.94 19.94 28,70 12,00 L),A,5 10'DIA.DRYWELL Wl FRAME&CC)VER 32.22 31,22 19.22 28,70 12,00 DA,6 10'DIA.DRYWELL W/FRAM E&COVER 31.94 30.94 co 18.94 27,34 12,00 D.A.7 10'DIA.DR YW ELL W/REAM E&COVER 31.67 KI 67 18.67 27.34 120o 0 D.B.) TRENCH DRAIN 25.80 N/A N/A 22.05 2.00 D.B.2 SX 5'CATCH BASIN 26.19 N/A N/A 22.69 5.00 O D.B.3 5'X 5 CATCH BASIN 26.10 N/A N/A :22.60 5.00 U)Lu D.B.4 ICDIA.DRYWELL W/FRAME&COVER 26.02 2502 13.02 21.43 12.00 D.B.5 10'DIA.DRYWELL W/FRAME&COVER 26.00 2500 13.00 21.43 12.00 D.B.6 10'DIA.DRYWELL W/FRAME&COVER 26.03 2503 13.03 21.43 120o D.B.7 10'DIA.DRYWELL W/FRAME&COVER 27.79 26.79 14.79 23.19 1200 D.C.I SX 5'CATCH BASIN 29.75 N/A N/A 26.25 5.00 D.C.2 5'X 5CATCH BASIN 28.78 N/A N/A 25.28 5.00 D.C.3 1 C DIA.DR Yw ELL W/FRAME&COVER 29.70 2870 16.70 25.10 12.00 D.C.4 10'DIA.DR YW ELL W/FRAM E&Co VER 29.42 2842 16.42 25.10 12.00 D.C.5 10'DIA.DRYWELL W/FRAME&COVER 29.15 2915 16.15 25.10 120o D.D I .5'X TCATCH BASIN 29.96 N/A N/A 9,9 76 500 D.D,2 5'X SCATCH BASIN 29.78 NIA N/A 26,28 5,00 D.D,3 5'X 5C.ATCH BASIN 29.13 N/A N/A 25,63 500 D.DA S'X 5CATCH BASIN 29.42 N/A N/A 25,92 500 D.D,5 TO-DIA.DRYWELL W/FRAME&COVER 29.45 2845 12.45 25,40 16,00 D.D.6 10'DIA.DRYWELL Wl FRAME&COVER 29.02 2802 12.02 25.40 16.00 D.D.7 10'DIA.DRYWELL W1 FRAME&COVER 29.47 2847 12.47 25.40 16.00 D.D,8 ICIDIA,DRYWELL W/FRAME&COVER 29.04 2804 12.04 25.4o 16,00 D.D,9 ICIDIA,DRYWELL W/FRAME&COVER 29.60 2860 1 12.60 25.4o 16,00 D.D.10 TO-DIA.DRYWELL W/FRAME&COVER 29.08 28.08 1208 25,40 16,00 1 TO-DIA.DRYWELL W/FRAME&COVER 29.71 2871 12.71 25,40 16,00 D.DJ 2 ICIDIA,DRYWELL W/FRAM E&COVER 29.15 28 15 12.15 25.4o 16,00 D.17EI 3 ICDIA.DRYWELL W/FRAM E&COVER 29.22 2882 12.82 25,40 16,00 4 10'DIA.DRYW ELL W/FRAM E&COVER 2921 2821 12.21 25,40 16,00 D.D.15 10'DIA.DRYWELL Wl FRAME&COVER 29.89 2839 12.89 25.40 16.00 D.DJ 6 ICIDIA,DRYWELL W/FRAM E&COVER 29.96 2896 12.96 25.4o 16,00 10'DIA. DND 17 C DIA DRYWELL W/FRAM E&COVER 3000 29.00 1300 25 40 1600 21 D.D 18 10'DIA.DRYWELL W/FRAME&C:QVER 2993 28,93 1293 25.40 16 w D.D I? 10'DIA.DRYWELL W/FRAME&COVER 2971 28,71 1271 25.40 1600 T DNI)2D ICDIA.DRYWELL Wf FRAME&COVER 2627 25.27 927 21.67 1600 co D.D 21 IC DIA DRYWELL W/FRAME&COVER 2564 24.64 864 21.04 1600 T, D.D.22 5'X 5 CATCH BASIN 25.05 N/A N/A 21.55 5.00 E]= U E 1 FX 5 CATCH BASIN 31.19 N/A N/A 27.69 500 *E 2 10'DIA.DRYWELL W/FRAME&C:QVER 3171 3*,71 1871 27.11 12.0E *E 3 10'DIA.DRYWELL W/FRAME&COVER 3205 31,05 1905 2849 1200 D,EA 10'DIA.DRYWELL W/FRAm E&COVER 32.87 31.87 19.87 28,49 12,00 D,E,5 10'DIA,DR YW ELL W1 TRAM E&CN)VER 32.76 31.76 19.76 28,48 12,00 D.L.6 10'DIA.DRYWELL Wl FRAME&COVER 33.08 32,08 20.08 28AH 12.00 D,E7 10'DIA,DR YW ELL W/FRAM E&CC VER 31.88 30.88 18.88 2827 1200 ------- D,E,R 10'DIA,DR YW ELL W/TRAM E&CC)VER 32.29 31.29 19.29 28,48 12,00 0 a. D,FA SX SCATCH BASIN 26.10 N/A N/A 22,60 500 CD D.F.2 5X 5CATCH BASIN 23.45 N/A N/A 19.95 5.00 D.F.3 5'X 5 CATCH BASIN 24.73 N/A N/A 21.23 5.00 �o -o D.F.4 SX 5'CATCH BASIN 2431 N/A N/A 21.41 5.00 E3 u) D.F.5 10'DIA.DRYWELL W/FRAME&COVER 25.20 2420 12.20 20.60 12.00 Ee 1 D.F.6 10'DIA.DRYWELLWIFRAME&COVER 24.55 2355 11.55 20.60 120o D.F.7 ICDIA.DRYWELL Wl FRAME&COVER 24.64 2364 11.64 20.60 12.00 0 D.F.8 ICDIA.DRYWELL W/FRAM E&COVER 2439 23519 11.99 20.60 12.00 of CD D.F.9 10'DIA.DRYWELL W1 FRAM E&COVER 2432 2392 11.92 20.60 12.00 D.F.10 10'DIA.DRYWELL W/FRAME&COVER 24.49 2349 11.49 20.60 12.00 E- D.F.11 10'DIA.DRYWELLWI FRAME&COVER 24.16 2316 11.16 20.60 12.00 DE.12 10'DIA.DRYWELL W/REAM E&COVER 23.78 22.78 10.78 19.90 12.00 DRAB 10'DIA.DRYWELLWI FRAME&COVER 24.54 2354 11.54 20.60 120o 'T D.F.14 IC DIA.DR YW ELL W/FRAM E&CC VER 24.32 2332 11.32 20.60 12.00 Q) D.c;.) 5X 5CATCH BASIN 19.51 N/A N/A 16.01 5.00 D.G.2 5'X 5 CATCH BASIN 19.15 N/A N/A 15.65 5.00 D,G.3 ICDIA.DRYWELL W1 FRAME&COVER 19.38 1838 10.38 15,65 8,00 0 T T D.GA ICDIA.DRYWELL W/FRAME&COVER 20.2.5 1925 11.25 1.5,65 800 FC.5 ICDIA.DRYWELL W/FRAME&COVER 21.14 2014 12.14 17,37 800 D.G.6 10'DIA.DRYWELL W1 FRAME&COVER 21.97 2()97 12.97 17.37 8.00 D.G.7 ICDIA.DRYWELL W/FRAME&COVER 21.02 20.02 12.02 17,37 800 ui FC.8 IC DIA.DR YW ELL W/FRAM E&CC VER 20.07 1907 11.07 16,54 Abo [).G.9 10'DIA.DR YW ELL W/TRAM E&CC VER 19.21 1881 10.81 16,12 800 C) D.GJ0 IC DIA,DR YW ELL W1 TRAM E&CC VER 20.72 1972 11.72 17,08 8,00 0 D.n.11 1 C DIA.DR YW ELL W/FRAM E&CO VER 21.68 20.68 12.68 17,37 800 ui L).G.11? 10 DIA.DRY YV ELL Wl FRAME&COVER 20.94 IV V4 11.94 1/,3/ 600 D.G.13 10'DIA.DRYWELL W1 FRAME&COVER 19.94 1894 10.94 1534 8.00 z w ofr D.RBA 10'DIA.DRYWELL W/FRAME&COVER 35.85 3485 22.85 31,29 12,00 cn 0 D.RB.2 TO-DIA.DRYWELL W/FRAME&COVER 35.75 34.75 22.75 31,29 12,00 ui 0 D.RB.3 ICIDIA.DRYWELL W1 FRAME&COVER 34.74 3374 21.74 31,24 12,00 03: (0 Lu D.RBA ICDIA.DRYWELL W/FRAME&COVER 35.20 34.80 22.80 31,29 1200 w LLZ D RB,5 10'DIA.DRYWELL W/FRAME&C:QVER 34 UQ 313,80 21 8Q 31.29 12 W D > 0>: D.RB.6 IVDIA.DRYWELL Wi FRAME&COVER 35.82 34.82 22.82 31.29 12.00 ZIE- DRB7 ICDIA.DRYWELL Wf FRAME&COVER 3486 33.86 2186 31.29 1200 -0 DRB8 IC DIA DRYWELL W/FRAME&COVER 3584 34.84 2284 31.29 1200 0 w 2 E-0 D R B Sl IQ'DIA DRYWELL W/FRAME&C:QVER 3491 JBVI 2191 31.29 12 W -0 D,RB 10 10'DIA.DRYWELL Wl FRAME&COVER 3586 34,86 2286 31.29 1200 L 0 UJ D.RB I I ICDIA.DRYWELL WI FRAME&COVER 3497 33.97 2197 31.29 1200 T- :)o D,RB 12 10'DIA.DRYWELL W/FRAME&C:QVER J4,8a 22�3�3 �31 29 12 W LL B15 uk3 ALL D.RB.13 IVDIA.DRYWELL WI FRAME&COVER 35.02 34.02 22.02 31.29 12.00 ui D,RB 14 10'DIA DRYWELL W/FRAME&COVER 35 (D 89 34,89 2289 31 29 1200 < D.RB 15 TO-DIA DRYWELL W/FRAME&COVER 35 04 34.04 2204 31.29 1200 < Z < NO. N/A I DEIIIN Nl DJS o LHECKED B ECJ -E OCTOBER 11,2022 -LE AS NOTED DRAVANG NO. C-6.3 LU R_ "Ousc T N/O/F N/O/F 9255 M A�N 9ROAD,OLLC COUNTY OF SHFFOLK MATTITUCK,NY 1 52 P BOX 645 330 CENTER DRIVE T RIVERHEAD,NY 11901 S 24'04'20"E T�_�, (WOODED) 711.70' co o 0 D,B,7 C.P. d ry E D,B,5 E LU D,B 5 0 OB,4 -,D,A 1 D.B,2 ju b_5 E D.C,S D„C,2 D.BT A _E SIC, -APPROXIMATE LOCATION OF A0 C13 REPUTED S"STEEL GAS MA� D A 7 0 - p LD VERIFY EXACT LOCATI 0 AFIRE D .� HYDRANT D,A,6 OCL e WIDE CONCRETE ENTRANCE LANDING D A,5 CONCRETE STEPS � \ \ S4 a 11 Nl , ( 0 D.XB_1 DI 0 i AW4 - -,D,D 19 D DL 0 D,A,3 II D RB,15 A 0 BUILDING B BUILDING A A D.RB,14� 0 D,D 18 3 T, 0 & \D I I _...\'� 1 10 D R. �T_l Z4 op CD �D.RB.11 D A 17 1 4k 0 �,E z D RB,1\()- U) T,s D,D 0 D,D 16 LET D,RB 9 En cl 4 0 I O, r 0 D RE 8 0 J_ D DT5 so X D,Rl 7 CD D RB,6 A, POOL 'D,DT4 E3 u 0 I,D,D 13 N 21-56'21 W 2 IT ,",7 10.87'- A.D.E 6 BE 5 D,RB 4 7 0 o o 'If A E CD 2: D D 12 \\ rn o °' a Ej ;°' A D,DTl I YDPE TO CAR 'ALVE D GATE V (TYP,2) 0 1 o A RAMP IRRIGATION SYSTEM 'T D RB,2 0 TAP MAIN FOR 4"DOMESTIC AND D,DJ0 6"FIRE SERVICE,COORDINATE RB,C I 1� CID 0) (WOODED) WITH WATER AUTHORITY z G 7 Q) =-w A o"D,D 9 P_ D,E 4 G E D,E,2 7 A D,D 8 0 CONCRETE METER VAULT T T C' BUILDING C A I FEEDER FOR I'D E,l 'D D,7 HEATED % \ T I ID.D16 ENCLOSURE 4"GAS I MAIN TAP, E COORDINATE WITH S 33'11'01"E D.OJ GI GAS COMPANY NATURAL GAS o G METER ASSEMBLY --- ------------------- LE,REFUSE ENCLOSURE D.D 21 D.D.A2 11WA C90P DR-�8 PAC `(PETER TO DETAILS) NEW CONDUITS 3"DR HDPE GAS I - 0 ---------- w m2 0 7 cl, 0- 7- 2"TAP z >_ -n E HE FLA OHE OH PROPOSED 0 BI CO 277.04 UTILITY < d U,)Lzu N 13-34'20- EASEMENT"Ul" 1,438 SIF > 0>: 26'1 zuonE w NEW TELECO SERVICE, < NEW ELECTRIC SERVICE ao R- 010 Coo COORDINATE WITH P E PROPOSED UTILITY FROM POLE COORDINATE WITH ELECT' y q y S 55'02'08"W EASEMENT-U2-4,493 SIF ELECTRIC COMPANY TELECOM CO IPANY 22a.00, < 0 > 181.83' 1.74' 2 0 w 0 S 18*34'20"E (PROPOSED HOBSON R_ 3: D 0'27'42"W 43.96' .60 -EXISTING ELEITR C RIVE ACCESS& _0 N/O/F MARK A.FARINA (WOODED) F DEBORAH A FARINA POLE(TYR) UTILITY EASEMENT 0 HOUSE (5,690 SF) 355 HOBSON DRIVE PuBuc WATER 0 LL MATCH LINE NOTES: MATTITUCK,NY 11952 LL C) H 0 S E )WOODED) 1 THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, N/O/F DEBORAH A FARINA PUBLIC WATER HE SITE AND ONE <0 I ONE SHOWING THE EAST PORTION OF T M3�I HOBSON DRIVE 0 SHOWING THE WEST PORTION OF THE SITE. THE ALL TUCK,NY 11952 248.23' "MATCH-LINE"PROVIDED ON EACH SHEET DELINEATES THE BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND 0 SHEET BEGINS. < THE SCOPE OF THE SECOND S 27'5750 WIRE FENCE 2.REFER TO THE SECOND(WEST)SHEET OF EACH MATCHED 'ry-c (WOODED 1 a N/O/F MARK A.FARINA OF FRESHWATER WETLANDS PAIR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES OR &DEBORAH A.FARINA I LATTICE FENCE ARAGE5E AS DELINEATED BY SHAWN M. LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR U) 3 5 HOBSON DRIVE V5 1� BARRON M.S.ON JUNE 4 AND APPLY To BOTH SHEET / S. MATTITUCK,NY 11952 L JUNE 5,2021(TYP) \A)P FRAME z SOSo No. N/A�R S 24'17'50"E SPLIT RAIL FENCE E 12.64'1 1 DIIIN lY DJS MATCH LINE-EAST SIDE _x X_� x X—X—x MATCH LINE EAST SIDE LHECKE ECJ NATURAL GAS METER ASSEMBLY ITE MATCH LINE-WEST SIDE �RN AO A— MATCH LINE WEST SIDE OCTOBER 11,2022 —LE lu C, AS NOTED 30 0 30 60 D-14-Na. SCALE 1"=30' FEET C-7.1 )) i S 24'17'50"E SPLIT RAIL FENCE colvc.12964' LU MATCH LINE-EAST SIDE / \ ...-+n x x n x x x x� MATCH LINE-EAST SIDE MATCH LINE-WEST SIDE / NATURAL GA�SEMBLY MATCH LINE-WEST SIDE \ / x CONT BLDROL w G V w w, \s 12'x 20' E T Li \ m $ / \ / g"D 18 PVC i 2 E Ps \ o 30,000 GPD WWTP \, \ LP DLF LP DLF LP \�' \\\ \, co I � z \ \ ww P EXPANSION AREA / O I ------------------ J ® a ry I I / ED O �x �x D.F.1`" �� I LU I \ \ O � 10'SETBACK To RAILROAD _ 1_ E, PROPERTY LINE \ T / D.F.5 Ohl 75'SETBACK TO T o (WOODED) \ RESIDENTIAL PROPERTY LINE E / / E / 4 -- E �,q - o S 21'04'50"E D,F.8 r / 78.22' D,F.14 _ o 2.F`12 \D,F 11 D F.10� YYY D, / D.G.6 m // N/O/F 9025 MAIN ROAD LLC 1 p-G-7 10095 MAIN ROAD UNIT 4 MATTITUCK,NY 11952 S.C.TAX No. _ O L / 1000-122-06-28 IT 71 z F D,3.4 D.G,8 � / Q c F o / o 0=�Gl 1,-,D,G,,3' o� I WETLAND D,G.2 x. \ EXPANSION/MITIGATION I -U - -�x D,G.9 \ AREA 2,749 SF \ I �nun`�'n� 0 - �, __ a �o \ _ O I i7 D,G �\DE3 .G.10 \ m o oaw�P o \ Ee _EDGE of FRESHWATER T \ \ WETLANDS AS 7..7. D cA" DELINEATED BY SHAWN". 51^ �o (WOODED) o \ /,,I,, BARRON M.s.ON JUNE 0 Dof D.G.11 \;. .G.12 / \\ \ ✓ AND JUNE 5,2021 VIJ \ cq ig N ➢ga- A, L l-k LEGEND:PIPE .I\ g __ nr WATER S 57'04'45"E ACT. 13.41'ACT. c NATURAL GAS OR PROPANE N 80'56'20"E DEED 11.07'DEED E UNDERGROUND ELECTRIC oHE OVERHEAD ELECTRIC \ T UNDERGROUND TELECOM,OR FIBER OPTIC 'ap m\ `� m U —OH OVERHEAD TELECOM.OR FIBER OPTIC \ \\ `„ °f UTILITY SCHEDULE-PIPE AND CONDUIT J XY' a? DESCRIPTION TRAFFIC DIAMETER COVER pIPE SPECIFICATION REFERENCE J CONDITION RANGE REQUIREMENT —FM FORCE MAIN - \ WATER MAIN(OPTION 1) ANY 4"+ 5'+ DR 18 PVC AWWA C90D s SANITARY GRAVITY SEWER(SYMBOL) \ WATER MAIN(OPTION 2) ANY 4"+ 5'+ CLASS 53 D.I.(CEMENT LINED) AWWA C151 z SANITARY GRAVITY SEWER(TO SCALE) \� WATER SERVICE(OPTION 1) ANY <4" 51+ DR 9 HDPE AWWA C901 C Qof WATER SERVICE(OPTION 2) ANY <4" 51+ TYPE K COPPER ASTM B88 G sTM STORMWATER PIPE(SYMBOL) \� SEWER,LIGHT TRAFFIC LIGHT 6"+ 4'+ SDR 35 PVC ASTM D3034 7 ?>_ STORMWATER PIPE(TO SCALE) \ \ SEWER,HEAVY TRAFFIC HEAVY 8"+ 4'+ DR 18 PVC AWWA C900 L O O> SEWER,LIMITED COVER LIGHT 8"+ 2'TO 4' DR 18 PVC AWWA C900 J oLLJ \ SEWER,CROSSING OVER WATER ANY 8"+ 3'+ DR 18 PVC AWWA C900 J^ w z STORM,ROOF LEADER ANY 4"TO 8" 2'+ SCH 40 PVC ASTM D2665 LL > Q } � STORM,SITE DRAINAGE ANY 12"+ 2 o '+ HDPE C.P.P. AASHTO M294 ..w z� LEGEND:UTILITY STRUCTURES GAS,TYPICAL(NATURAL GAS) ANY 1"+ 3'+ DR 11 HDPE ASTM D2513 p 0 F z (�,ATFF) GAS,TYPICAL(PROPANE) ANY 1"+ 3'+ DR 11 HDPE ASTM D2513 J 0� © LIGHTING MAINTENANCE HOLE SYMBOL 4�s \ \ ELECTRIC CONDUIT,LIGHT TRAFFIC LIGHT 1"+ 2'+ SCH 40 PVC NEMA TC-2 w �o '� ��© GAS MAINTENANCE HOLE SYMBOL ELECTRIC CONDDUIT,HEAVY TRAFFIC HEAVY 1"+ 3'+ SCH 80 PVC NEMA TC-2 J U a m YY r A TELECOM/FIBER OPTIC,LIGHT TRAFFIC LIGHT 1"+ 2'+ SCH 40 PVC NEMA TC-2 O OE ELECTRIC MAINTENANCE HOLE SYMBOL y __ N TELECOM/FIBER OPTIC,HEAVY TRAFFIC HEAVY 1"+ 3'+ SCH 80 PVC NEMA TC-2 _ L)0 OT TELECOM.MAINTENANCE HOLE SYMBOL 259.53' -- Y HLL N 23'19'50"W UTILITY SCHEDULE NOTES: ALL OS SANITARY MAINTENANCE HOLE SYMBOL C) H::) OD STORMWATER MAINTENANCE HOLE SYMBOL 1. MATERIAL THICKNESS SHOWN IS THE MINIMUM VALUE UNDER TYPICAL CONDITIONS.SPECIAL OR UNIQUE CASES WILL BE NOTED QU) SEPARATELY ON THE UTILITY PLAN OR ON THE UTILITY DETAIL SHEETS. MH ? 2.FOR THE PURPOSES OF THIS SCHEDULE,"HEAVY"TRAFFIC AREAS ARE THOSE ON A PUBLIC ROADWAY. MAINTENANCE HOLE SYMBOL(TYPE UNKNOWN) 3.REFER TO GENERAL NOTES AND TECHNICAL SPECIFICAT10N5 FOR ADDITIONAL UTILITY REQUIREMENTS. C(D S1 MAINTENANCE HOLE AND COVER(TO SCALE) 4.CONFORM TO THE REQUIREMENTS OF THE LOCAL UTILITY COMPANIES,WHENEVER SUCH REQUIREMENTS ARE MORE STRINGENT. Q PULL BOXES(ELECTRIC/TELECOM) ED ® STORMWATER INLETS(CURB/GRATE) A FIRE HYDRANT wv WATER VALVE(GATE VALVE TYPICAL) N/A r THRUST BLOCK OR MECHANICAL PIPE RESTRAINT of T HOSE BIB OR YARD HYDRANT oo DRAWN EY DJS o CHECKED E ECJ z DATE OCTOBER 11,2022 DCALE AS NOTED 30 0 30 60 DRIVAND N1. SCALE 1"=30' FEET C-7.2 LU 19'1)]A—GREA;F TRAP-X m STA: 35 RIM:6+72+72 35 30 30 O Z 25 25 d tr 8"DR-18 PVC G 2.00 0 O - W 2 2 O 0 20 r - r w 8 DR-18 PVC204� > w w 4'DIA MANHOLE w S1�A: 6 -.02 8"DR-18 PVC 1.77 15 V IN:1.61 RIMAII 15 IN 419 INV IN:21.97 INV OUT:21.88 RIM:3.12 INV IN 22.89 0 10 10 Z 5 5 2 2 -0+50 0+00 1+00 2+00 3+00 4+00 5+00 6+00. 7+00 8+00 8+50 STAl10N SANITARY SEWER PROFILE(LONGEST RUN) H SCALE:1"=60' V SCALE:1"=6' Fl o= } W z z wF 0o N o -_vFo2 ? - - �w nnnnnn - - o m _ N W ooz wF€ O 'If o�w o F - i � 5Q O U J J z � Cl) w ofr JY Lu o LL -i 0w 0 � 0Z a w �ao z�- �z J ,O W °�-O ~ Y J LJ Y �O H LL a 06 NO. N/A 0 0o ERAwN av DJS o CHECKED ev ECJ EE DATE OCTOBER 11,2022 DCALEAS NOTED DRAVANO NO. C-7.3 r LU m N/O/F N/O/F 9255 MAIN ROAD,LLC \ COUNTY OF SUFFOLK 330 CENTER DRIVE RI VERHEAD NY 1 1 901 MATTITUCK,NY 11952 P.O.BOX 645 , �yyYYVY�„yyyYv�^rYYYI'T \ S 24'04'20"E co cp p J a 3*J 10 3 9 49 4.3 _ ,.3 ,.2 15 34 45 30 4.3 _ 14 I] 24 42 .5.0 30 4.a 3. 9 13 _ 9 0 _ 44 3.1 2.1 , .ri4 4.a 14 I7 S0 47 "3 99`"`,"3` Y0,`•14 63•"-0"3" il 4 ` il _ 43 43'] 3 'S '� ']. 35 3. 5. 5.3 55 ,.5 + �. + + +' + + + + + + + + +"+ + + + + + + + + + +'+ + + +�+ + + + WY,'HT+�bLE+'f�YP+� + + + +''+ + + + + +. A @ - 3.3 24 1.9 14 I? 27 34 - -'.5 3.1 _ '0 __ 3.1 34 _ __ 10 1.1 13 _ 3.1 - 3.] 3.1°_9 23 32°.3 4.'I 3.5 '_.] 2.1 I? I? _ 42 50'•,'.'I "'� 3.7','7�,'�5',•0,a', IP','I.>' 37 4��'i' 14 LD E @ 15 „ _-- ']4' 4 1, 15 1.� 1.3 2.4 2.2 19 18 2.0 'Ifl 1fl 1fi 1. 14 1.9 34 2.5 23 15 ail 4.3 'S3 4" 11:� '1.7 '13 4��32 �4 -ti�4 il + + + E @ 15' :, +2' + +'+'''+ + + +'+'+'+ + +" z -' +''+ 1.2 1.1 il� - 2.3 1? 4a _ 13 15 13 1.1 0 44 2 14 0�. 1. d�1 27 0 '2 24�'25 2`4, it'1= 1.1 fd + + + +il..' 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S 33'11'01 E 1., ,4 ,0 ,0 1.a ,., u3'.' a oa u3 0a ,.1 ,.il 1.il 10 1.1 - ,. 1:. 0 il oz 0� -s ila ?r'�, ,:,L`l'1h \ U 16, 25 23 3.1 3.3 il.] 1.� --- - OS -7 Ofl 0� OT] il3 1.2 1.2 y7�3 .� il _ 0.4 S14 1.� "'1 23 2.2 15 J T. -1, REFusE ENCLosuRE a+ a. 3 3., e + a o -a 1, 1s 3.� - 2.3 �.] 3.3 3 3 =F+ + +`1+ + + +1 h+` + + + + + + + +1.�+-+1 + + + + + + +1'+ + + + +. + + + + +. + + + + '(REFER To DETAILS) y @ 1 4' New c B @ 1 4' Z 9 z p�.3 " 17 + " "1.2 0• B. + +4.3B @ 14' +. +. +. +. +._+._+. +. +.. +. + + _ 27 iL+z.0+,-. a.4 .1+3.0. +3.1 .5�y2.2+1.d 1.3 +2.9+z.�l ��+�7�E @ 16' @ 16, i, W oil .',3 3 2 0 e C\ O 6�05 .z .a ��rr,,T,+. .1 + +� +¢. _ + .1 +. B @ 1 4' 0.a+,s+3 3+4.0 1 3 2.¢ B @ 1 4' 4., ,.2 w z, z.a sa s.B'@ , .2 PROPOSED O } 7 B @ 14' S Q 3 4 +,. il+ +° .+.. B @ 14 UTILITY J J �> +� 277.04' .1 .1 a _1 1- .. 1.s 0 ,a 4. s .,N (A W + + L+ + + N 18'34'20"yy + + + + + + + + + + + - EASEMENT"Ell" a LLZ V a 0., o _ 0.s 0.s a_ �., - 0i j 1,438 SF ~O} 26'4120"W RV P S,P T AD Q o E� NEW ELECTRIC SERVICE + �' + + + + +Y+' + + + + + \\ W Z� -L PROPOSED UTILITY A FROM POLE,COORDINATE W OC E P ( _ ,� 0 EASEMENT"U2"4,493 SF WITH ELECTRIC COMPANY - 228.00' + S 55'02'OS"W Z J ° ¢oZ m r o )land 3 181.83' - Y ,� ti-„ 1,74' O O �a S 18*34'20"E (PROPOSED HOBSON w -�O o N 20'27'42"W \ \ \ 43.98' + s o -EXISTING ELECTRIC DRIVE ACCESS& _ 1 U (WOODED) 4 N 0 F MARK A.FARINA y �OLI TYP1 `&DEBORAH A,FARINA n { B @ 14' ( UTILITY EASEMENT Z y O UJ "1 355 HOBSON DRIVE HOUSE i ++2 +�0 _ 1.1., (5,690 SF) _ PUBLIC WATER Z �.J F-O MATCH LINE NOTES: MATTITUCK,NY 11952 ^� _� E zn Y HLL HouAE +3 +4 +23 LL 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, L ` N/0/F DEBORAH A.FARINA PUBLIC WATER + / ., (WOODED) C \ J ? �� ONE SHOWING THE EAST PORTION OF THE SITE AND ONE ` ` cj 355 HOBSON DRIVE '".3/ o o <� SHOWING THE WEST PORTION OF THE SITE. THE MATTITUCK,NY 11952 248.23' +1 + / r _ "MATCH LINE"PROVIDED ON EACH SHEET DELINEATES THE TA BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND __ z + + + 1+'B @ 14' 2� \ o�z m\ THE SCOPE OF THE SECOND SHEET BEGINS. WIRE FENCE x x x / ry \ \ m a S 27'52'50"E �.t,_0.t _. 0.s" ¢�-,, v�.W. o 0.0 0.s 0 0 s. 0 0 t .Si' x _ 1 a �� z x + + Y+ + + + + + + + + + + + a N/O/F MARK A.FARINA + + \0, w EDGE OF FRESHWATER WETLANDS 2.REFER TO THE SECOND(WEST)SHEET OF EACH MATCHED 2 x Yy IF 4, Q PAIR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES OR `'�-''�s`-YO-1�`1s.0 0.� 0.� 00 0.1 0.1 e4 0.1 0.1 s.0 0.0 0.0 0.� 0.e 0.0 e.o-1'`0.s 0.0 -0. 0.0 n GARAGE &DEBORAH A.FARINA o a.1 , i.7 rot a AS DELINEATED BY SHAWN M. \ N LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR + + + + + + + + + + + + + + + + + + + + + + 355 HOBSON DRIVE %+`' + + &1 \ cn/ BARRON M.S.ON JUNE 4 AND \ _ N MATTITUCK,NY 11952 h Qm� \ _?021 T APPLY TO BOTH SHEETS. N A �a •4 �-rj j - (YP) 0.s 0.0 s.0 0.0 1 0 0 0 l0 0 0.1 3.a o+ + + + '1 + FRAME h +''+ \'�Q - 1 `�' zeNo L '� 0a+a+a+? a , 0 0 il il0 90 " BUILDING _ +3 43 z �� N/A �- S 24'17'50"E sPUT RAIL FENCE 1z9.s4' B @ 14' o il"NilY DJS MATCH LINE-EAST SIDE 00 il0 - il.2 1.s 07 17 os o4 0� -I il.1 il0 s0 9.1 00 0.1 0.1 u.t il.1 il. il: as 11 °' +' + /+ MATCH LINE SIDE 'i i= - + + + + + + + + + 1 + + + + + + + + + + + ��xx / T o "EC1�0 e'1 EGJ z MATCH LINE-WEST SIDE +o+il°+.1+.'+'a+1 +1 +10+ il.1+°1+'1+'1 +.1+.1 +.1 +° +°2+.2 °1+'1+'1 +.1+.1 +°'+° +..2 il.1 il.1 -1 s., ° + +2 +5 MATCH LINE-WEST SIDE \ DATE OCTOBER 11,2022 1 10NrTROL `r+rvYh^.!�hvY+1W'�J / -!l r r 3°A`E AS NOTED 30 0 30 60 oRANnNo Na. SCALE V,=30' FEET C-8.1 S 24'17'50"E SPLIT RAIL FENCECONC.129.64', I B @ 14' LU MATCH LINE EAST SIDE +G0+0.0+fl.0+0.2+0.5 F0.7 F0.7+0.�+.4 +0.0+0.0+0.1+0.0+J.I+G I To.I FK.1+1. +1. + +4.3 1.1 .3 MATCH LINE EAST SIDE + + MATCH LINE WEST SIDE +1,1+1,1 1 1, +1,2+,1+, +,,+1,1+ �.l �.l �.l M M 1.1 �.I D.-2, 1. 1.2�D".I I + WEST SIDE +1 1 2 1 + + CONPROL + + + + + + + + + _t _Yfl +1.3 MATCH LINE BLDG A, � O / \ \ \ \ } LD.I m I., 1 7 .5 3.2 1. 1 7+1.1 1.� 3. 4 + + + +1 + tj�w_14 . . . . . . B @ 14' + A o.l I ADS, 6 .1+1.3+1. +2. -1 t,I I D.7 A + + + + 112 1 1 2.2 2.13 1.7 1.1 0.3 .j 1.2 1.4 1.8 1. .5 1.5 1.5 1.5 - 1.4 1.5 1.7 1.7 1.5 1.3 i.i 1.0 + + + + + + + + + T13+ + + + + + + + + + + + + + F 30,000 RED WTP +0.1 1,7 1 0+2.3 Fl. F1.4+l.r 0.1 1.2 1.,3+2.1 1.7 2.3 2.2 2.1 1.7 1.4 1.4 1.5 1.3+2.2 2.2 1, 1.3 0. Z� + + + + + + + + + + + + + + + + ",11,1 1., -1 +2.7 -1. 1.� 11, .7 -1.1 1.7 1 a 1.7 co + + + 1 + + + + + + WWTP EA�ANA�bNYF�k D,1.7+1.1 4 4. + 0 2.. 0+ + D + CL A+7.2+2_.�__+11.7+Ef_+G_7 + D @ 15' +)+13+0 L-- +33 3'1 +/.1 U) LU 1.2 14 2_I'.3 1. 2.� 2 1 7 + + _+ + + + + + + A 10 SETBACK TO + F1.9+13 F1.4 F1.9+2.2+2.5 F3.1 +4+3.3 -.9 1, S.2 3.1 2.9 2.5 2.4 T4 2.4 2.7 M - 2.2 1.+ + + + + + + + + + + + + + + + + RAILROAD A @ 18' 1.9 -A 23� �.3 3.1 �,+2.1 3.T 3.1 �.l -2.1 2.6 2.4 2.4 2.4 2.1 +:o5 PROPERTY LINE 1+2.7+1.9+ + + + + L7:2+ + + + + + + + + + 2.3+2.5+2.2+ + 1 4.1 + + + 2.7 �2.b+3.2 +2.1+2. +3 1 3.4 1.1 +2.3 SETBACK (WOODED) 75'SET TO +,, 4 1 +1 RESIDENTIAL ENTIAL 4.1 4. '.'3 2.5 1.8 3.2 2.1 1.7 , i. �3 + + T + + PROPERTY HI E-T + + ED @ 1 6' + + + + Q 3.0 4.4 11 1.) i.T 1., �.5 2.5 + + + + T + + + + + + + + 81 1.4+ ++ +2 .9 l.b T_'.1 F2., 2.7 +1.E F1.5+1.o+ �.2 A .2 'l. .. +D 1 2.1+'. +-'.I _.1 LE 1.4 1.3 1.1 1.7 2.C '.1 1.9 1.6 1.5 1 go+2.-, .2 - 0 0 0 S 21'04'50"E 10 To. +3.2,+20+2.0+3 F1.8 F1.5 F1.1 1G 1.-'+1.3+10+1.7 1., 1.9 13 1.� + 78.22'1.1 1 6 1.5 .2 0.9 O.b 4 + + + + + + + + ' ++ + + + .1 2.1 1., 1. 2M 1 7 1� 1 1 1.3 1 5 2 2 2 9 1 M 4 A.3 A 2.9 4�_4 3.1 1 11 7 3]+ 1 .2 3.,� 5 �A + + + + a, �5+ + ,+ + + + +�A+ + I I(W + + +�YDER�+ +H:, 2._ 4. +,.4+_1+1.3 -mll 24 1 �R.l+1.4 1.1+1.2+1.2+M+1.2+,1+1.1+1.1+1.1+1.1 1.1 A @ 18' s+1.3 2 M+ +1.5 FA_@ 18' +M TO.2+1.1+1.1+1.1 +1.1 +M+1.1 +0.1+1.1+1.1+1.1+1.1+1.1 +2.6+1.7+1.5 .7+1.0+0.1+10.1+0.1+0.1 +1 +D.1 TTF7QA+0.1/+o.i Tim Fjo.1+0.1 To. +,o+D.1+0.1 Tim TOO Tim+a.0+.,+'.o 1,1 2,3 1,1 1,4 2,7 1,C 11 M D.0 0.0+0.0 TIC TIC+0.r+r.D j+ + + + + + + + + + /+ + + + + + + + + + + 1.5 0+�+ .9 0.2 M C.D C.0 D.0 0.0 0.0 O.0 O.0 M C.D C.0 D.0 D.0 0.0 0.0 I.0 To.'To.'+'.D+'.o 1,'N7:, + + + + + + + + + + +0.0+ + + + + + + + + + + + T 3 Y�1', 2,4 4,1 1A 1,7 1.1 1,3 1 1,4 M C,l C.�+D.0+10+o.p+0.0 0., 0., a., '.D '.o D.0 D.0 0.0 0.0 0., 0., a.' 1 0 Fjoi+ + + + + + + + +N/�/F�025_BAINFROAD'LLC+ + + + + 1:_1+ S.5 2.1 1- 1- 1. .0 D 0"I T N P AD Tq',N�6n .0 S.- 0. JG 0.0 fl.0 0.0 0.0 JG T_ 1 S fl 0 o 0 0 ARB,IPFC'Al 'W5 2 + + ,�e+ + + + + + 40 0+0 0 LK 4 LJ TH K ,m +&N ILU ++ + + A @ 18' 0- 100 0-12 2-06-2 8 10 2.1- 1 -.4+1.4+1.4 2 +3. Im M U/ M M M I., 1.� Im M U + +?"L, +'m+M 'T + + + + + + + + + + + + + + + \1+ + +"/+ 0= I., 1 19 12 1.2 34 1 m A, 'm M u m+ + + + +. + + + + + + + + + + + + + + + + + +A I 1 0 1 3 Im .A 1. 7 @ 18, , - , (I bD .,+_ m M M M '. A 4+ + + +1,. + /+ . . . + I I - - M M M M U) .A I., oD 1.2 23 2. T.3+ + + + + + + + + + + + + + + + + + 0= 1.2 F1.1 F1.1 1.7 A 0.7 '.D m D.0 0.0 0.0 0., a.' D., + 0.0 0.0 0 0 0 + + + + + + + A + + + + + + + + + + + + 4 4 WETLAND 1, 1.4 1.2 13 1 m EaybP A FLU 0 N to.0 0.0 0., 0, + + + + + +IM I Tl��I+_-+_ + + + . 0.r r.D r.0 0.0 0. +c + AREA ,OF LF\111+ + + + + 0 CA 2.9 1.7 l.0-1.1 1.1 1\ C.4 1.1+1.0 0.0 O.0 a., .D .o D.0 D.0 0.0 0.0 TIC Ir 0.r r.D r.0 0.0 0. nnn OL - +3.1. . . +0.0 TIC. . . \ . . . . . . . . . t + + + g 1.7 .5 2.1 1.1 1.4 1 D.1 D.0 0.0 D., m I, m '.o '.o +1,7 + + + + + + + + + A,�,, + 0.0 0.0 + + + + + + + EE�A U)CD + 4 3..� 2.7 Fl.,+ +1.1+-. T\_ F0.7+DO+0.0 FJG+G0+0.0 FK.0+0.0+0.0+C.0 V DO 0.0 J, 0.0 0.0 fl.0 0.0 0.0 J, 0, E3 T A @ 1 8 1+ Ee y u m A.,3.7 3.1 1.8 1.2 1.9 3.2 3. .3 1+ . . . . . . . +D,+\A,,+A,TD,TD,+,, +A,TD, - (WOODED) .,3 1.7 - 0 1.1 0..1 7� @ 18' �O + LD.,+,., +A.,LD.,+.1 +A' N LIGHTING PLAN NOTES D. 1-1 2.1 1.7 1.2 1.2 m m A M M T +m+ + +m+ + li 1. LIGHT LEVELS AT RESIDENTIAL PROPERTY LINES AND THE PUBLIC RIGHT OF P-E 1D 23 1.3 1.2 1.� WAY SHALL NOT EXCEED 0.05 FOOTCANDLES EXCEPT WHERE REQUIRED FOR 2 o+ + + + + + + v + SAFETY ON DRIVEWAYS OR SIDEWALKS. -.4 13 1.2 +1.��l To i m +,o 111 0.. +0. +. +I,+0., +I,+0+,d1+0 +0.0+0.0+I'D+0.0 00L + + + + 0 0 10 2.LIGHT LEVELS ON NON-RESIDENTIAL PROPERTY LINES SHALL NOT EXCEED 0.1 FOOTCANDLES. +0.0 .3 4.0_T.)F1.5+1.0 +1.a -1El0.1 0.0 0.1,+c Fjo.c+C.D+C.o+D.0+10+.0 .0 1.0 1.0 10+0.0+,.,+oa+ Q) + + + + + 3.PHOTOMETRIC CALCULATIONS ARE APPROXIMATE.CONTRACTOR SHALL FIELD VERIFY LIGHT LEVELS AT ALL PROPERTY LINES AND PROVIDE MINOR FIELD D E 2.1 0.1 Ir Ir r.D r.0 D.0 0.0+0.r +10 lk + + + + + + + + + + + + + + + + + ADJUSTMENTS AS REQUIRED TO MEET ILLUMINATION LIMITS. EXAMPLE Dn A j ADJUSTMENTS WHICH MAY BE REQUIRED INCLUDE ADJUSTING THE 2.3 1.1 .3 2.3 1.0 Ir Ir 0.r r.D r.0 D.0 D.0 0.0 a 0 1\1 I., I, I ORIENTATION OF LIGHT FIXTURES,DIMMING LIGHT FIXTURES,ADJUSTING THE 0 + + + + + + + + + T + + T + TA + + + + + + + + + + LOCATION OF PROPOSED SHRUBBERY,OR INSTALLING ADDITIONAL LIGHT S 57*04'45"E ACT. 13.41'ACT. 2.3 1., s 1.0 1 3 ' 0 0.0 JG 0. 0.01di'm 0.0 JG CA 0.0 D. SHIELDS ON THE LIGHT FIXTURES. IN 80*56'20"E DEED 11.07'DEED +JG + + + + + 7:1: @ 18' LK 0+0 0+0 0+0 0+0/+ + + + + + • 4.ALL LIGHTING SHALL HAVE A COLOR TEMPERATURE OF 3000K. +M F1.2,TO FILE+lm+ 2. 1.4 1.1 1.1 1.� I., M U 1.1 A.1 1.1 1.1 I�D 1.1 1.1 1.1 + + + + + + + + + + + + + + + + + 5.ALL OUTDOOR LIGHT FIXTURES SHALL BE FULL-CUTOFF TYPE DIRECTED DOWNWARD. +. + m u m A., m .1 7 1 1 1.7+1.3 F1.1 +13 - + + + +o I + + U) rn 6.APPROVED EQUAL LIGHT FIXTURES ARE ACCEPTABLE,HOWEVER CONTRACTOR 0 Y NECESSARY REVISIONS TO PHOTOMETRIC 1.4 1 1.1 1., 1., 1., U m LD aL CALCULATIONS NEEDED TO EVALUATE THE ALTERNATE PRODUCTS. +F+ + .1+2.7+1.3+1.1 +1.2 + + + + + + + + + + + + + + + SHALL PAY THE COST OF AN 1.1 2.3 1.3 1.1 0. 1. 1.2 1.1 1.1 M I, M M M M M M+ H 2 T T'+ + + + + + + + + + + + + + + z w A @ 18' +1.1 1 +1.1 0.3+117+0,. +0.4+,2+11+0.1 +0.0 TOO+0.0+10.0+0.�+0.0+0.0+110 F0.0+10.0 ofr + \,' z =0 + + +. +�.D+�.7+A 4+1.7+1 +2., 1.) 13 �J 0.4+12+0.1 +0.1 TIC TIC+O.0+C.D+C.0+0.0+0.0 TIC+O.0+D 0.0 < 0 o 3: \1 T O.0 0.-•1.4 �.2 2.5 2.1 2.7 15 3 1' 1+11+N1 +r.D 0.0 0.0 o.r 0.r D D.- 0.1 0.1 o.r o.r 0.r U)LLI+ + + + + + + + + + + +r.0+ + + + + w LLZ 0.1 1.3+I.,F1.4 Fl.� 2.4 +I C.6 D.3 'D.1 0.1 0.0 Ir Ir 0.r r.D r.0 0.0 0.0 Ir 0.r r 0>: + w < T (D ao z E m A @ 18'+os+0 1-LO,0-�U'TA,D Tn'++++, 0 Tn'++ .0 To.+ ob + Z o + 0 w 0 + +T.�+1.2+.3 M M I., 1.� Im M U m A., m + + + + + + + + + + + LEGEND:LIGHTING 0YY LED LIGHT POLE(SINGLE DOUBLE) Z r- �,l I TM TD. TIM+Dm+u++m+P,To.,+,.,+,.�+'m+m+m To.,+,.,+,.� T_ 0 _0UP1 0-0 LP2 259.53' (D -011 0-012 NON-LED LIGHT POLE(SINGLE DOUBLE) tz EL IN 23*19'50"W LIGHTING SCHEDULE E_LL 7i C) F -0 LPI -9 LP2 PEDESTRIAN LIGHT POLE(LED NON LED) LABEL DESCRIPTION MAKE MODEL OTY <(D tLGI 0 LG2 GROUND LIGHT(LED/NON-LED) A POLE,SINGLE,NARROW,71 WATT LITHONIA LIGHTING DSXO LED P3 30K BLC MVOLT 22 ~ � U82 WALL-MOUNTED LIGHT(LED NON B POLE,SINGLE,NARROW,49 WATT LITHONIA LIGHTING DSXO LED P2 30K BLC MVOLT 19 C POLE,SINGLE,AREA,71 WATT LITHONIA LIGHTING DSXO LLD P3 30K T5WMVOLT 0 < D POLE,DOUBLE 180 DEG,AREA,141 WATT LITHONIA LIGHTING DSXO LED P3 30K T5W MVOLT 11 E POLE,SINGLE,DIRECTIONAL,71 WATT LITHONIA LIGHTING DSXO LED P3 30K T4M MVOLT 12 .F POLE,DOUBLE 90 DEG,DIRECTIONAL,141 WATT LITHONIA LIGHTING DSXO LLD P3 30K T4M MVOLT 1 IH IWALL MOUNT,26 WATT LITHONIA LIGHTING DSX 1 LED 10C 700 30K T4M MVOLT 2 IW I WALL MOUNT 46 WAT LITHONIA LIGHTING DSXW1 LED 20C 700 30K T4M MVOLT 15 E N.. N/A DJS o CHECKED By ECJ DATE OCTOBER 11,2022 D-LE AS NOTED 30 0 30 60 D-1AND N1. SCALE 1"=31' FEET C-8.2 LU R- - N/o/F m N/o/F COUNTY OF SUFFOLK RETAINING WALL"A",266 ILL BUFFER TREES 9255 MAIN ROAD,LLC `r \ 330 CENTER DRIVE MATTITUCK NY 11952 P.O.BOX 645 RI VERHEAD,NY 11901 (32)XX& .-,�w✓✓`Y'r'�' v v yl^�`!YYYY`r'�YYYI'Y '\ 32)XX �} S 24'04'20"E co ° Z . .". .". O ... 77 131h';11310H . :.:.:. .' : -____- -� �? •6 'L� .. k33 4 z 6 p \ ° ....... a. to �------';Jz ,o RE � HYDRANT 10'WIDE CONCRETE § . ENTRANCE LANDING -- _ . �. '. k. ......... ...:oj : CONCRETE STEPS - _ \o A� { -- - pa e °�e o �n ° BUILDING B BUILDING A " ° ° T ST TO Lo -- Za --- Z --F=- G� j10d \ �'� Q C W S ° dC5'C i ' o 1+0 a 2 .A0 a o ° 'A a" - - lT z ' .0.' � Iuul `o w� u o - ✓sTA o+oo o QQ a �z o \ wF � yRETAINI� waLL Pool n' .' n o -- -1 .,B.,.80 LF o o = o cT T YF�~WB ✓ _ ( N 21'56'21"W � ` .T oo ` ` -_- o ° RAMP ... .........'.'.' .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.....'o. - .'.EQ.'.'.'.'.'.'.'.'.d MP z nTD) RP DL�� sM Yard .?- QQ) �gQ9w \ \ - . . o 1 p� CONCRETE METER VAULT --- o„`. BUILDING C El `) S 33'1 l'01"E U - ® \ REFUSE ENaosuRE REFER To DETAILS) a ® a -fZ \ 'r�. PROPOSED a �> o UTILITY �I� O> 277.04' 3420" ram, / U) EASEMENT"Ll" J UZ L N 18 V w 26'41'20"W V W o SP LT OAD Y __ 1,438 SF o HEWF Q (HOBSON DRIVE) � z w o a} 1 w PROPOSED UTILITY AR `� z o \\ 0 ZE 1 ° w > 228.00' ` 3' r v��y S 55'02'OS"W a o < Z EASEMENT"U2"4,493 SF _ _ \ S 18*34'20"E )land 3 181.83'�� ('PROPOSED HOBSON 1,74' U LL H o O�0 a - i131tlm N 20'27'42"W \ U -.-ODED � 43.96' {r o DRIVE ACCESS& \ 7 N/O/F MARK A.FARINA ^� ryy UTILITY EASEMENT \ \ VJ O UJ Y Sc DEB ORAH A,FARINA THOUSE i �' (5,690 SF) "1 355 HOBSON DRIVE ATER _ _ \ Q LL HLL MATCH LINE NOTES: PUBLIC W 1 MATTITUCK,NY 11952 ^/ �n \ Y �LL HOUSE 1. THE SITE IS SHOWN USING A MATCHED PAIR OF SHEETS, �� L N/0/F DEBORAH A.FARINA PUBLIC WATER ., (WOODED)- �, <� ONE SHOWING THE EAST PORTION OF THE SITE AND ONE c"'j 355 HOBSON DRIVEi o o <� SHOWING THE WEST PORTION OF THE SITE. THE } "MATCH-LINE"PROVIDED ON EACH SHEET DELINEATES THE MATTITUCK,NY 11952 248.23' - a / BOUNDARY WHERE THE SCOPE OF ONE SHEET ENDS AND ° - -� 2� \ \z \ )) WIRE FENCE - x--� _ o m THE SCOPE OF THE SECOND SHEET BEGINS. 'l F x x �"rr z 1 S 27'5250"E __ 2.REFER TO THE SECOND WEST SHEET OF EACH MATCHED _ x x -YY "V - EDGE OF FRESHWATER WETLANDS Z`\(WEST) � ^rr-rY-r`�`�' '�v (WOODED) a N/0/F MARK A.FARINA �/ / `i o \oo. _ PAIR FOR NOTES,SCHEDULES,AND LEGENDS. NOTES OR vW�' Y� &DEBORAH A.FARINA 2'� \ Qj AS DELINEATED BY SHAWN M. c� 1 LATTICE FENCE LEGENDS SHOWN ON EITHER SHEET OF A MATCHED PAIR p \ �° ?AGE 355 HOBSON DRIVE r ��r°= cn BARRON M.S.ON JUNE 4 AND 1 N Nx MATTITUCK,NY 11952 h L Qm� APPLY TO BOTH SHEETS. _ N� N o c, -IK 5,2021(TYP)co :n >. S 24'17'50"ELo 129.64'/ o °RawN av DJS MATCH LINE-EAST SIDE �.�r,..��MTROL x x x-x x x x x� MATCH LINE-EAST SIDEii ~ E°aiECJ MATCH LINE-WEST SIDE E MATCH LINE-WEST SIDE CO � �rJ � °'rE OCTOBER 11,2022 U� D-LE AS NOTED 30 0 30 60 SCALE 1"=30' FEET C-9.1 w S 24'17'50"E SPLIT RAIL FEN 129.64' � � � uJ MATCH LINE-EAST SIDE �{r.I a r:rxa r6.a.ix x x —x x x— x� �,r' MATCH LINE=EAST SIDE MATCH LINE-WEST SIDE MATCH LINE-WEST SIDE 1) CONTROL Y�Y`;Y`,'l'l'l'l'l'l'l'YY`,",'�YYYI'l'wI�YY�,^;-Y BLDG 12'X 20 ,III, \\� m O / Li A ry /LP LP LP LF LP VQ ,11, 30,000 GPD WWiP //1 LP DLF LP Il \\ 1 c l I z o WWrP EXPANSION AREA \ 0 LU � I U j � I (WOODED) O / 41 �0 �7 o 0 0 0 S 21'04'S0"E \ v 78.22' ° o 7 i PLANTING PLAN NOTES oa I a€ ° / 1. REFER TO THE GENERAL DETAIL SHEETS FOR PLANTING DETAILS. 2.CONFORM TO TOWN OF SOUTHOLD PLANTING REQUIREMENTS AND THE INSTRUCTIONS OF - _ / N/O/F 9025 MAIN ROAD LLC THE TOWN INSPECTORS. p _ 10095 MAIN ROAD UNIT 4 _- /, o / / 3.CONTRACTOR SHALL PROVIDE WRITTEN GUARANTEE TO OWNER OF TWO(2)YEAR 90% p o MATTITUCK,NY 11952 S.C.TAX No. MINIMUM SURVIVAL RATE FOR ALL TREES AND SHRUBS INSTALLED UNDER THIS CONTRACT. - / 1000-122-06-28 / r THE GUARANTEE PERIOD SHALL START FROM THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK. WHENEVER SURVIVORSHIP DROPS BELOW THE SPECIFIED LIMIT DURING THE DO - GUARANTEE PERIOD,THE DEAD OR DISEASED SHRUBS AND TREES SHALL BE PROMPTLY LJ z n REPLACED BY CONTRACTOR AT NO COST TO THE OWNER. a F=z 4.CONTRACTOR SHALL INSTALL AN UNDERGROUND INSTALLATION SYSTEM FOR ALL TREES, - ° LAWNS AND SHRUBS AROUND ON THE SITE EAST OF HOBSON DRIVE. THE SYSTEM SHALL -- (\ / CONSIST OF MULTIPLE 70NES FOR EACH AREA OF THE SITE AND AUTOMATIC VALVE �� U) -oo CONTROL. AUTOMATIC VALVE CONTROL SHALL BE BASED UPON READINGS FROM MOISTURE (� o (\ SENSORS. 0 /,�/ 5.PLANTING WORK SHALL BE PERFORMED UNDER THE SUPERVISION OF A COMPETENT AND O WETLAND I QUALIFIED FOREMAN WITH AT LEAST 5 YEARS EXPERIENCE IN PLANTING OR NURSERY Lw�oH \ EXPANSION/MITIGATION WORK. - _ ( AREA 2,749 SF a -_ 7� \ 6.CONTRACTOR SHALL INSPECT ALL PLANTS BEFORE PLANTING. DISEASED PLANTS, t° _ DAMAGE 0 D PLANTS,OR OTHERWISE UNSATISFACTORY PLANTS SHALL BE REMOVED FROM _ - 0 THE SITE AND REPLACED WITH HEALTHY PLANTS. 0 \ \ 0 7.CONTRACTOR SHALL SCHEDULE THE WORK SUCH THAT PLANTING IS PERFORMED AT AN .D o of€1 APPROPRIATE TIME OF YEAR DURING THE OPTIMAL GROWING SEASON. E3 _� w= r o L '� \ SEDGE OF FRESHWATER 8.SHRUBS AND TREES SHALL BE INSTALLED AT LEAST 2 FEET DISTANT FROM WALLS, o I MASONRY AND HARDSCAPE. ".\ WETLANDS AS �� -_�wF2 DELINEATED HY SHAWN I (WOODED) \1 0 I \\ ,11, HARRON M.S.ON JUNE PROVIDE ALL PLANT BED AREAS SHALL BE TOPPED WITH 2"LAYER OF HARDWOOD MULCH. a •,\ �/ AND JUNE 5,2021 CONTRACTOR SHALL THE ENGINEER WITH A SUBMITTAL FOR THE MULCH v'U - 'i \, PROPOSED FOR USE BEFORE INSTALLATION. THE SUBMITTAL SHALL INDICATE THE COMPOSITION OF THE MULCH MATERIAL. MULCH SHALL NOT CONTAIN RECYCLED PALLETS, o F - '7 CHEMICAL RESIDUES,OR OTHER OBJECTIONABLE SUBSTANCES. u _ - 7Y 10.PREPARE AND FERTILIZE SOILS IN PLANTING AS REQUIRED TO SUPPORT PROPOSED i ,\ 6 PLANTINGS. REFER TO TECHNICAL SPECIFICATIONS FOR DETAILED REQUIREMENTS. 0) � �SaJw° k \ v 4' _-_ S 57'04'45"E ACT. 13.41'ACT. N 80'56'20"E DEED 11.07'DEEDGI } \ \�\ LANDSCAPING SCHEDULE �O } SYMBOL ABV. QTY DESCRIPTION BOTANICAL NAME SIZE/SPACING U J a 0 N/A 81908 SF GROUNDCOVER,GRASS SOD SEE PLANTING DETAILS SEE PLANTING DETAILS J JUH 4,445 SF GROUNDCOVER,CREEPING JUNIPER JUNIPEROUS HORIZONTALIS 1 QT CONT/24"O.C. LIM 0 SF GROUNDCOVER,LILY TURF LIRIOPE MUSCARI'VARIEGATA' 1 QT CONT/18"D.C. w �JY R,it a RV 196 SHRUB,VIRGINIA ROSE ROSA VIRGINIA 3 GAL CONT/4'O.C. fr J oO �\ 0 4 0 IG 233 SHRUB,INKBERRY ILEX GLABRA 3 GAL CONT/4'O.C. LL O �} KA 142 SHRUB,SHEEP LAUREL KALMIA AN GUSTIFOLIA 3 GAL CONT/4'O.C. J U)w AR 70 TREE,RED MAPLE ACER RUBRUM 2"CAL/AS SHOWN Z w OZ 0 ^^ 0 w zz (WOOD- KIP12 TREE,GCLDENRAIN KOELREUTERIA PANICULATA 4"CAL MIN ALONG NY 25 LL a 4�s SP CIN GELS SE SHOWN U °0O t2 m CA 98 TREE,WHITE OAK QUERCUS ALGA 2"CAL/AS SHOWN 0 UJ A _ N LO 259.53' IN23'19'50"W CF 60 TREE,FLOWERING DOGWOOD CORNUS FLORIDA 6'TALL MIN/AS SHCWN Y F-LL U QU) 7 PS 100 TREE,MITE PINE RINDS STROBUS 6'TALL MIN/AS SHCWN 7 a N/A 0 0o DH,�wN By DJS o LHECHFD By ECJ z —E OCTOBER 11,2022 —LE AS NOTED 30 0 30 60 o-NnND Na. SCALE 1"=30' FEET C-9,2 Lu R_ MINIMIZE VARIATION,USE A CONSTANT WIDTH CLEANOUT NOTES L,MIN LENGTH TO BE RESTRAINED 1, ALL HOUSE CONNECTIONS SHALL BE PROVIDED WITH A CLEANOUT AT THE 12"MIN FROM FACE OF THE BUILDING ON EACH SIDE OF FITTING(FT FINAL SAW CUT DISTURBED TOM PIPE FITTINGS(Deg) TEESVALVES (PAVED AREAS) PAVEMENT 2 REFER TO UTILITY PLAN FOR PIPE SIZES AND MATERIAL DEAD 11.5 22,5 45 90 ENDS INITIAL SAW CUT SHEETING AS REO'D 3 REFER TO UTILITY PLAN FOR ADDITIONAL CLEANOUT AND HOUSE CONNECTION 2 2 j 5 8 6 (PAVED AREAS) (DESIGN BY CONTRACTOR) INFORMATION HEAVY DUTY,LOCKING, 3 E 4 7 10 8 INSECT-PROOF 4 a 15 2 9 6 4 6 0 8 4 7 1 1 11 COVER TO GRADECAST(TYR)IRON 3 20 14 /CT BACKFIL I FIN,GRADE __1 10 5 9 15 25 8 IN PAVED AREAS,RESTORE WITH SUITABLE MATERIALS IN GREASE TRAP NOTES co 12 6 10 17 29 21 AREA BETWEEN FINAL SAW UNPAVED AREAS AND SELECT GRANULAR FILL z CUTS WITH TYPICAL IN PAVED AREAS,COMPACT TO 95%IN PAVED I CONCRETE Q000 PSI MINIMUM z 0 PAVEMENT SECTION(SEE AREAS AND AT LEAST 85%IN UNPAVED AREAS V STRENGTH PAVEMENT SECTIONCOMPRESSIVE IT @28 DAYS 0 MARKER TAPE TO BE DETAILS), PROVIDE CRACK 36 STOPPED OR 10"H2OH20 TRAFFIC —2'— MAX END PLUG— BEARING TOP 2,STEEL REINFORCING-ASTM A-615 ry SEALER BETWEEN INSTALLED 12"ABOVE PIPE GRADE 60 PROPOSED AND EXISTING SUITABLE COVER 20 MIN 20"MIN 6"0 PVC PITCHED —I U) ASPHALT, /---TRENCH WALLS MAY BE SLOPED ABOVE TO GRADE PER FOOT 3,TANKS SHALL BE DESIGNED TO MEET ASTM Lu C858 AND ACI 318 WITH AASHTO HS-20 FITTING ANGLE-7 TOP OF PIPE,AT CONTRACTOR'S OPTION N(TO LOADING D I ;MANHOLE) 6"MIN,(TYR T,T, SELECT GRANULAR FILL,COMPACT TO - MODIFIED PROCTOR DENSITY ———— 4,EARTH COVER 0'TO 5'MAX 6"0 PVC 12'11 FFI MIN---I 5,CONSTRUCTION JOINT-SEALED WITH I"DIA, PIPE ZONE SELECT GRANULAR FILL,COMPACT TO PITCHED BUTYL RUBBER OR EQUIVALENT RESTRAINING JOINT(TYR) 95%MODIFIED PROCTOR DENSITY 1/4'PER FOOT MIN. ACCESS COVERS SPRING LINE SELECT GRANULAR FILL,COMPACT TO SHALLABLELSECLISRED 6,GREASE TRAP COVERS SHALL BE SEWER OR WATER PIPE A, 95%MODIFIED PROCTOR DENSITY(SEE AT TII LOCKABLE ALL COVERSSHALL BE RATED NOTES w NOTE 1) SEWER PIPE GREASE TRAP FOR IT 20 LOADING. 1 ALL PRESSURE PIPE BENDS,TEES AND IWYES SPECIFIED ON UTILITY PLAN SHALL BE RESTRAINED FOR PIPES 4 D A,OR NOTES MONOLITHIC WARNING SIGN 7,BASE SECTION OF GREASE TRAP SHALL BE LARGER. BASE SECTION z MONOLITHIC CONCRETE POUR. 2 PROVIDE ROMAC"GRIP-PING"OR EQUAL FOR 1, "SELECT GRANULAR FILL"AS DEFINED IN TECHNICAL SPECIFICATIONS, 30'ELBOW EE 3/4"CRUSHED STONE N COMPACTED TO 95% S VC/PVC JOINTS PROVIDE SELECT GRANULAR FILL PIPE BEDDING BELOW THE PIPE WHERE 8,LOCATION AND ORIENTATION OF PIPE P ROCK OR OTHER UNSUITABLE CONDITIONS ARE ENCOUNTERED, IN SUCH MODIFIED PROCTOR PENETRATIONS SHALL BE AS SHOWN ON CASE PROVIDE A SUFFICIENT AMOUNT OF FILL AS WARRANTED BY FIELD TEST DENSITY@ UTILITY PLAN CONDITIONS,BUT NOT LESS THAN A THICKNESS OF 5"BELOW THE PIPE OPTIMAL MOISTURE BOTTOM, CONTENT 9,INSTALL A SIGN GREASE TRAP WARNING NEARBY WITH LINE OF 2,"SUITABLE MATERIALS"AND"UNSUITABLE MATERIALS"ARE AS DEFINED NFIC'moo"EA"m >`EVE/A SIGHT OF THE GREASE TRAP. "."'T"I D1111T IN TECHNICAL SPECIFICATIONS, 60'WYE COMPACTED SUBGRADE MECHANICAL PIPE RESTRAINT TYPICAL SEWER OR WATER PIPE TRENCH SANITARY CLEANOUT 12'0 SANITARY GREASE TRAP NOT TO SCALE NOT TO SCALE 0 NOT TO SCALE ED, 3 J 'T U) 7'-1 ,. I M, 0 O= 5 RPZ ASSEMBLY(TYR) CLASS"A'CONCRETE �� FILL, I I _tf LL,4,00'0 PSI TYPE -Qw S 11 CEMENT COVE TO RPZ NOTES: a_IS O'D PPE INVERT 1, A SECOND RPZ 15 PROVIDED FOR REDUNDANCY EITHER RPZ MAY BE �TWO(2)REDUNDANT 4" RPZ DEVICES IN (Ily REMOVED FOR MAINTENANCE WITH NO SERVICE DISRUPTION. PARALLEL,FEBCO g 2,EACH RPZ SHALL HAVE FOUR(4)TEST COCKS AS SHOWN, ALL TEST COCKS LIL SHALL BE POSITIONED FOR EASY ACCESS. MODEL LF860 ORwRr 3 RS SHALL SUITABLE APPROVED EQUAL U)C.SHALL BE THERMOSTATICALLY CONTROLLED TO MAINTAIN A MINIMUM N o ��'� HEATERS HALL BE FOR USE IN WET/DAMP CONDITIONS, HEATERS E3 TEMPERATURE OF COT YEAR ROUND, '-1,000 WATT 4,PROVIDE ELECTRIC POWER TO THE ENCLOSURE TO POWER THE HEATERS. WATER ELECTRIC RESISTANT BREAKER.SERVICE TO THE ENCLOSURE SHALL BE PROTECTED WITH A GFCI HEATER(TYP,2) 0 j iPIPE CONFIGURATION E ALL WATER CONNECTIONS SHALL BE DOWNSTREAM OF THE BACKFLOW of VARIES,REFER TO PREVENTION DEVICE. L I N u T F TY PLAN 6 NO CONNECTION TO PUBLIC WATER SHALL BE MADE UNTIL ALL REQUIRED REINFORCE AS REQUIRED FOR AASHTO HS-20 STANDARD NYSDOT BACK FLOW PREVENTION DEVICES ARE INSTALLED,TESTED AND APPROVED LOAD#6 BARS C&6" PLAN MAINTENANCE HOLE COVER RPZ PLAN VIEW 0 C,E W.TYPICAL FROM NYSDOT APPROVED LIST BRICK AND MORTAR AS MAINTENANCE HOLE NOTES. REQUIRED TO ADJUST COVER FLUSH WITH GRADE z 1 ALL MAINTENANCE HOLE SECTIONS 6"XIS"W4 A W4 HEATED ALUMINUM ENCLOSURE, Q) AS, SHALL CONFORM To&A,S,T,M W.W.M.TOP FINISHED GRADE YU BREIT YB3E OR APPROVED G E C 478,LATEST REVISION STANDARD EQUAL 4 COCKS t P IC C TEST <5 ECIF ALIGNS FOR PRECAST i 5 x REQUIRED 7 0 REINFORCED CONCRETE M IT D OS&Y GATE 1 7/ - VALVE(TYR) T T SECTIONS, ZHUST TO GRADE W/ALL 2 MAINTENANCE HOLE RISER SECTION —32" WEATHER RED CLAY BRICK W/ TO BE FURNISHED N 1 2,3,OR 4' TYPE 2 MORTAR(MIN OF TWO ---LOCKABLE ALUMINUM HEIGHTS AS REQUIRED. ACCESS DOOR ON 3 MANUF SHALL CERTIFY THAT COURSES AND MAX,OF 12") BOTH SIDES OF +4 T E S T C OCKS FLANGED CONNECTIONS A E Q U RED MANUFACTURER'S ENCLOSURE MAINTENANCE HOLES DELIVERED IDENTIFICATION ---INSIDE ENCLOSURE CONFORM TO AASHTO H-20 LOADING CAST IN WALL------ STEPS(S.S.OR STEEL DRAINAGE S EE 4 BARAD SHALL CONFORM TO ASTM M.H.f�_PEINFORCED COPOLYMER ON SIDE A-615-60 F,=60,000PSI 2" Ta:, 5 WELDED WIRE MESH SHALL CONFORM CLEAR POLYPROPYLENE) PIPE SUPPORTS ,,0 T cU To A,S,T M A185 F65,000PSI (TYR) SUPPORTS 6" CIRCUMFERENTIAL 6.CONCRETE SHALL BE 4,000 PSI 0 (TYR) co o 28 DAYS REINFORCEMENT,0.12 SO IN./FT OF HEIGHT z 7 FLAT SLAB TOPS(NO JOINT)SHALL ui W LL ofr HAVE TOP Dc BOTTOM STEEL T LEAST 0.10 FEET SEALING BUTYL GASKET >_ INLET PIPE TO OUTLET PPE.RE 'T =0 8 THERE SHALL BE AN ELEVATION S. OR DIA,SELF T/ DROP OF A FROM E`," ER" /7/\//\] //A;E 1�51/ FE, UJ 0 03: 3'-3" COLL MAX' E7 4,000 PSI CLASS 53 DUCTILE U) 'w TE SLAB --PIPE INSIDE ENCLOSURE LLz 5"_ ALUMINUM ENCLOSURE CONCRE ARON > 4' =1 0 w o>: 6X6-10/10 WWM < PIPE AS NOTED ON ao ZIE- A#21 STEELHOOP AROUND 6"LAYER OF 3/4" UTILITY PLAN z 0 -�:z (TYR) < 0 OPENING CRUSHED STONE E 7 -7 PAST COMPACTED To 95% ui< w 8_0,0 2 MODIFIED PC ACTOR _0 I FLEXIBLE 0 It 0 INSIDE WALL TEST DENSITY'u JOINT 0 YY 0 LL LL E7 (TYR) ui T_ THRUST E PROVIDE BLOCK OR u MECHANICALLY CALLY RESTRAINED C) ; <ED SEAL" PAY JOINTS FLEXIBLE SLEEVE,OR JOINTS AT BENDS(TYR) APPROVED EQUAL RPZ SECTION VIEW CONCRETE SCORING—__� MONOLITHIC BASE SLAB REINFORCEMENT#4 BARS® < 6"O.C.E.W.TOP X 0 SANITARY MANHOLE 5 NOT TO SCALE 4"0 DOMESTIC RPZ -ENO. N/A 06 NOT TO SCALE I oAAwN BY Dis o LHECKED By ECJ E7 DATE OCTOBER 11,2022 DCALE AS NOTED D-11NINI, Lu R- WATER MAIN WATER MAIN >- 10'MINIMUM OR 1'-6"MINIMUM VERTICAL OFFSET V-5 MINIMUM SANITARY SEWER VERTICAL OFFSET co z z 0 0 SANITARY SEWER P- no U) Lu CROSS SECTION SANITARY SEWER MAIN/WATER MAIN PARALLEL INSTALLATION SANITARY SEWER MAIN/WATER MAIN CROSSING NOTES I SEE SPECIAL NOTES ENTITLED"OWNER REQUIREMENTS FOR SEWER MAINS AND APPURTENANCES"FOR INFORMATION ON ADDITIONAL REQUIREMENTS. REQUIREMENTS ARE CONSISTENT WITH TO STATE WATER MAIN STANDARDS"AS PUBLISHED BY HEALTH EDUCATION SERVICES, 2,IT 15 THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE THE EXACT LOCATIONS OF EXISTING UTILITIES, THE CONTRACTOR SHALL VERIFY ELEVATIONS OF EXISTING UTILITIES TO ENSURE ADEQUATE CLEARANCE FOR THE SEWER LINE 0- EXISTS THE CONTRACTOR SHALL NOTIFY THE ENGINEER(IN WRITING)OF CONFLICTING ELEVATIONS,ALLOWING WING THE ENGINEER ADEQUATE TIME TO REVISE GRADES WITHOUT NECESSITATING REMOVAL AND RECONSTRUCTION OF WORK ALREADY COMPLETED BY THE CONTRACTOR. 3,BEDDING BELOW THE PIPE INVERT SHALL BE REQUIRED ONLY WHEN NOTED IN THE OWNER RE U REH ENTS OR WHEN ROCK OR UNSTABLE OR UNSUITABLE CONDITIONS ARE ENCOUNTERED HYDRANT 4 ALL PIPES SHALL BE BEDDED IN SELECT GRANULAR FILL. REFER TO THE TYPICAL TRENCHING DETAILS OPERATING NUT AND TECHNICAL SPECIFICATIONS FOR ADDITIONAL INFORMATION TEE(HYDRANT TEE PREFERRED) 0 OFFSET 5,NEW SANITARY SEWER MAINS INSTALLED PARALLEL TO WATER MAINS SHALL HAVE A MINIMUM OF 10' BONNET SANITARY SEWER N HORIZONTAL ZONTAL SEPARATION(MEASURED EDGE OF PIPE TO EDGE OF PIPE OR EDGE OF STRUCTURE) 90n BEND WHENEVER POSSIBLE. WHEN 10'HORIZONTAL SEPARATION CANNOT BE MAINTAINED A VERTICAL SEPARATION OF AT LEAST 1'-6"BETWEEN BOTTOM OF WATER MAIN AND TOP OF SANITARY SEWER PIPE SHALLHOSE NOZZLE BE MAINTAINED IF NEITHERTITER A E SEPARATION CAN BE MAINTAINED,THE SANITARY GROUND LINE MAIN AND WATER PIPE SHALL BE CONSTRUCTED AS SHOWN ON THE CONTRACT DOCUMENT AS .... APPROVED BY THE APPROPRIATE HEALTH AGENCY. VALVE (SEE HYDRANT STEAMER NO GROHNDLINE DETAIL) p 2'-p 6,CONFORM,AT MINIMUM,TO NYS PLUMBING CODE SECTION 603.2"SEPARATION OF WATER SERVICE AND UPPER BARREL BUILDING S EWER". IF MORE STRINGENT OR ADDITIONAL PROTECTIONSARE SHOWN ON THE PLAN FOR FRANGIBLE COUPLING- SERVICE PROVIDE SUCH PROTECTIONS AS SHOWN ON 90n THE WATER PLAN, DEPENDING ON SITE GROUND LINE 3 END C GO A SPECIFIC CONSIDERATIONS,ADDITIONAL PROTECTIONS MAY INCLUDE SLEEVING THE WATER PIPE IN AN TEE(HYDRANT (SEE HYDRANT - OUTER THE CARRIER PIPE SLEEVING SEWER PIPE,CONSTRUCTING THE SEWER OF PRESSURE RATED A AFINISHED PIPE,AND/OR OTHER,MEASURES AT THE DISCRETION OF THE LOCAL HEALTH DEPARTMENT AND TYPICAL HYDRANT INSTALLATION TEE PREFERRED) L ROUNDLINE DETAIL) I co ENGINEER OPERATING ROD_ GRADE PLAN VIEW LOWER BARREL—_�-� PLAN T EL INSTALLATION T DRAIN Lf MANUFACTURER'S SHOE FINISHED GRADE(MAXFFSET(VARIES) SEWERMATER SEPARATION DE(MV�) 13 U) T,-'s F N SHED GRA oi SANITARY SEWER MAIN WATER MAIN NOT TO SCALE IRO LINE MAIN ORE KING VALVE PARALL HYDRANT HYDRANT ASSEMBLY O= Byco ", CROSS SECTION HYDRANT GROUND LINE DETAIL ALTERNATE HYDRANT INSTALLATION 2, PLAN VIEW NOTE WILL VARY WITH MANUFACTURER&MODEL QL Elf ZO LIL ooz BE E3w-c-s �l E 2'-6"PREFERRED e l'-6"MIN OR AS FIRE HYDRANT NOTES: SHOWN ON CONTRACT DOCUMENTS I FIRE HYDRANT THREADS SHALL BE APPROVED BY THE LOCAL FIRE DEPARTMENT BEFORE of 2 ORDERING OR INSTALLING ANY FIRE HYDRANT, -0 COMPACT BACKFILL TO 90% p ""T, PROCTOR AROUND HYDRANT 2,AT EACH PROJECT SITE,THE CONTRACTOR SHALL COORDINATE WITH THE LOCAL WATER "OWNER E- VALVE BOX(SLIDE TYPE) BARREL OR INSTALL 2'A 2' AUTHORITY TO OBTAIN AND INCORPORATE ANY ADDITIONAL REQUIREMENTS,SUCH AS PLUMB AND SET TO GRADE CONCRETE COLLAR(SEE NOTE 3) COMMONLY SPECIFIED IN SPECIAL NOTES, REOHIREMNETS FOR WATER AND APPURTENANCES TRENCH S,CULVERT 3,ALL NEW HYDRANTS SHALL BE DRY-BARREL TRAFFIC MODELS IN ACCORDANCE WITH Q) EXCAVATION AWWA STANDARD C502 UNLESS SPECIFICALLY REQUIRED OTHERWISE BY THE OWNER 'T REQUIREMENTS THE GROUND LINE MARKED ON THE HYDRANT,OR IDENTIFIED BY THE MANIJFACTH�ERS USING AN OFFSET FROM A KNOWN POINT ON THE HYDRANT,SHALL 2'-0" BE WITHIN I ABOVE OR BELOW FINISHED GRADE,THE HYDRANT SHALL BE INSTALLED Q) SO THAT NO PORTION OF THE LOWER BARREL(THAT PORTION REMAINING IF THE SELECT GRANULAR FILL UPPER BARREL S BROKEN OFF)EXTENDS MORE THAN 4"ABOVE FINISHED GRADE, S, PER SECTION 203 MEASURED OVER 5-0"HORIZONTAL SPAN, HYDRANT TEE LATERAL 7 (PREFERRED) (ANCHOR PIPE 4,WHEN THE HYDRANT CANNOT BE PLACED IN THE DESIRED LOCATION USING THE 0 PREFERRED) k DRAIN HOLE TYPICAL HYDRANT INSTALLATION DUE TO CLOSE PROXIMITY TO THE MAIN,THE-(SEE NOTE 9) ALTERNATE HYDRANT LOCATION LAYOUT MAY BE USED, WATER MAIN 5,MULTIPLE BARREL EXTENSIONS ARE NOT PERMITTED UNLESS THE DESIRED GRADE CANNOT BE REACHED WITH A SINGLE EXTENSIONS,IF A SMALLER EXTENSIONS IS ALREADY IN PLACE ON AN EXISTING HYDRANT,IT SHALL BE REMOVED AND REPLACE WITH A SINGLE LONGER ONE,THE REMOVED EXTENSIONS SHALL BECOME THRUST BLOCK THE PROPERTY OF THE OWNER, 6,BACKFILL AROUND THE TOP OF THE LOWER BARREL SHALL BE COMPACTED TO A NYSDOT NO2 DRAINAGE MINIMUM DENSITY OF 95%, STONE 7,LATERALS FOR HYDRANTS USING ANCHOR PIPES SHALL BE SINGLE PIECE,UNLESS HYDRANT INSTALLATION DETAIL MORE THAN A FULL LENGTH OF ANCHOR PIPE IS REOHIRED,LATERALS FOR HYDRANTS USING THRUST RESTRAINT PROVIDED BY MEANS OTHER THAN AN ANCHOR PIPE z SHALL BE SINGLE PIECE,UNLESS MORE THAN A FULL LENGTH(18'-0")OF PIPE IS Lu WJY REQUIRED. ofr 0= 8,NEW WATER MAINS INSTALLED PARALLEL TO STORM AND/OR SANITARY SEWER 0- >- CONDUITS SHALL HAVE A MINIMUM OF 10'-0 HORIZONTAL SEPARATION(MEASURED EDGE OFIPIPE TO EDGE OF PRE)WHENEVER POSSIBLE WHEN 10'-0 HORIZONTAL Lu 0 o 3: SEPARATOR CANNOT BE MAINTAINED,A VERTICAL SEPARATION OF AT LEAST V-6" BETWEEN BOTTOM OF WATER MAIN AND TOP OF SEWER PIPE SHALL BE MAINTAINED U) 'w IF NEITHER HORIZONTAL OR VERTICAL SEPARATION CAN BE MAINTAINED,THE WATER LLZ AND THE SEWER SHALL BE CONSTRUCTED AS SHOWN ON THE CONTRACT PLANS AND > 0>: 0 W < APPROVED BY THE APPROPRIATE HEALTH AGENCY, ao ZIE- 9,THE RELOCATION OF AN EXISTING HYDRANT SHALL INCLUDE THE INSTALLATION z �:z LENGTH OF ANCHOR PIPE UP TO C-6"LONG,INSTALLED AT ANY POINT BETWEEN _j 0=) THE MAIN AND THE HYDRANT Lu< w 2 E-0 DO 10 THRUST RESTRAINTS SHALL BE PROVIDED AS FOR A DEAD END AND AS REQUIRED o oe- BY THE OWNERS REQUIREMENTS, 0 uj T- :Do 11,THE HYDRANT DRAIN HOLE SHALL BE KEPT UNOBSTRUCTED,CARE SHALL BE USED TO BOLL KEEP THRUST RESTRAINTS FROM BLOCKING DRAIN HOLE,IF THE HYDRANT DRAIN IS LL LOCATED WITHIN 10'-0 OF A SANITARY SEWER OR STORM DRAIN,OR IF GROUNDWATER C) E=) IS FOUND WITHIN C-6"OF FINISHED GRADE,THE HYDRANT DRAINS SHALL BE PLUGGED, < 12 HYDRANT DRAINAGE MATERIAL SHALL BE#1 OR#2 STONE PER STANDARD 703-02, 13 MATERIALS REMOVED HOREB REMOVE EXISTING HYDRANT SHALL REMAIN THE PROPERTY OF THE SYSTEM OWNER THE CONTRACTOR SHALL NOTIFY THE OWNER A MINIMUM OF 48 HOURS PRIOR TO REMOVAL TO COORDINATE PICK-UP,OR SHALL < STORE THE MATERIALS FOR PICK-UP ON-SITE A O,B E. 14 MATERIALS REMOVED HOREB REMOVE AND DISPOSE OF EXISTING HYDRANT SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROMPTLY REMOVED FROM THE WORK SITE A 0,B E. NO. N/A I AlllN NY DJS 02 FIRE HYDRANT �l NOT TO SCALE 6 LHECKED ev ECJ EE DATE OCTOBER 11,2022 D-LE AS NOTED DRAVAND NO. C-1 0.2 Lu 0 m 1" FRAME AND COVER CASTING. 0 REINFORCED H TRAFFIC 24"0 SOLID MANHOLE COVER UNLESS PAVEMENT COURSES SHEETING AS REQ'D SUBBASE COURSE 2; �• OTHERWISE INDICATED ON PLAN DESIGN BY CONTRACTOR 1'MIN,2'MAX BEARING SLAB ( ) NOTES Antno' �� ' FINISHED1. THE MINIMUM DEPTH OF BEDDING �� PICK '� zo GRADE SHALL BE 3"FOR PLASTIC AND z HOLE W o PIPES AND CORRUGATED METAL w e e v PRECAST RISER RINGS OR `V d CONCRETE BRICK BACKFILL WITH PIPE -ARCHES.STRUCTURAL PLATE ®®® ® SUITABLE MATERIALS PIPE-ARCHES SHALL BE BEDDED ®®® ® e e STORM PIPE CONNECTIONS IN UNPAVED AREAS FOR THE FULL WIDTH OF BOTTOM d a00 000 ®®®®® e e e e VARY,REFER TO UTILITY AND SELECT PLATES Q GRANULAR FILL IN U 11 w ®®®®® e =e e PLAN. PROVIDE 15"0 PAVED AREAS, 2. "SELECT GRANULAR FILL"As o' 3'MINIMUM J ®®®®® e e C.P,P,UNLESS OTHERWISE COVERLu NOTED ON PLAN COMPACT TO 95%IN DEFINED IN TECHNICAL 0 o''�'w PAVED AREAS AND SPECIFICATIONS. PROVIDE A SOLID COVER PLAN VIEW a z AT LEAST BE%IN MINIMUM OF 6"SELECT GRANULAR 1"(TYP.)MAY HAVE 4,6,OR 8 RIBS) GRATE INLET PLAN VIEW �'zcn PRECAST CONCRETE UNPAVED AREAS FILL PIPE BEDDING WHERE ROCK OR ``'aw DRANAGE RINGS FRAME PLAN VIEW ao I w (4,0 P.S.I,) OTHER UNSUITABLE CONDITIONS ARE ENCOUNTERED, 26 3/4" ~ z 1. WRAP ENTIRE STRUCTURE °d o' . ° ° 3, "SUITABLE MATERIALS"AND �24 o WITH FILTER FABRIC. .v v .WITH COMPACTEDv e .v 'UNSUITABLE MATERIALS"ARE AS 26" I_ =I_ 2.3'-0"MINBACKFILL.COLLAR DEFINED IN TECHNICAL 71 � N�1 �26�1 BOTTOM OPEN CLEAN SAND AND GRAVEL ° ° SPECIFICATIONS. u FAA 2"� Nj ..° ..° 43" TABLE 1 FRAME SECTION GRATE INLET SECTION z1-4 Z SOL 1 ID COVER SECTION N 4�12'-0" 4 . DRAINAGE SELECT GRANULAR DIAMETER OR SPAN "C" ° e PIPE FILL(AS REQUIRED) UP THRU 24" D-ROUND PIPE FRAME AND COVER NOTES z > . . . S-PIPE ARCHES GROUNDWATER z_ Q e .e COMPACT TO 95% o o .° a° MODIFIED PROCTOR >24 TO 144 24" 1. SOLID COVERS SHALL BE CAST WITH APPROPRIATE LABELING TO INDICATE z Q a ° . ° . DENSITY(VARIABLE THE TYPE OF UTILITY(IE."SANITARY',"STORM","CLEANOUT",ETC) Q r o ° ° ° e DEPTH) >144" 60 2. FRAMES AND COVERS SHALL BE RATED FOR H-20 LOADING. r w 0 0z z C 3. ADJUST ALL COVERS TO BE FLUSH WITH THE FINISHED GRADE. < MANHOLE CIRCULAR FRAMES AND COVERS STORMWATER DRYWELL TYPICAL STORM PIPE TRENCH NOT TO SCALE SCALE:1/2"=1' "'' SCALE:1/2"=1' CJ _ - - �.Wz z wF 0o N o -_vFo2 �� T- ? - - �w ((nn(( a- CD _ V oCf ELJ E Gt LJ O -�aJ�- (n O _ r GRATE OR CURB INLET AS NOTED ON PLAN -�;7�Ej (SELECT FROM NYSDOT APPROVED LIST) 5_^ FINISHED PAVEMENT ofd GRADE 2 COURSE CONCRETE o m _ - PAVER OR COLLAR E- 6"X 6"W4 X W4 W.W M. i EE a N0.6®6"EACH WAY �5'-0" -- 2'6" Q) ro G A X� - / Y N O i PROVIDE CORNER o RE [BARS IF BASE z FARCE INSIDE& N U,~ SECTION IS NOT W OUTSIDE TYPE II z o MONOLITHIC CONCRETE 4000 PSI REINFORCE AS REQUIRED FOR d 5 1'- 6' AASHTO H-20 LOAD RATING,NO, o ICI 6 BAR @ 6"TYPICAL i _ REINFORCEMENT U J 6" (SEE TABLE) J �I,_ 4'-0" 600 SERIES POLYCAST TRENCH DRAIN AS TOP SLAB REINFORCEMENT LAYOUT 5-0 SUPPLIED BY HUBBEL POWER SYSTEMS,INC OR GRAVEL FILLED APPROVED EQUAL INSTALL PER z 0 STANDARD MAINTENANCE HOLE FRAME DRAINAGE SUMP REINFORCE FOR H-20 LOADING, MANUFACTURER'S RECCOMENDATIONS w JY DRAINAGE MAINTENANCE HOLE NOTES AND COVER FROM NYSDOT APPROVED SECTION (OPTIONAL) N0.6 BAR AT 6"TYP C O� FINISHED GRADE LIST,CAST WITH FROM, LABEL PLAN-TOP SLAB-H-20 LOADING FLOW DIRECTION-REFER TO E>- 1, DRAINAGE MAINTENANCE HOLES SHALL 4'-0"X 4'-0"X 6'-0" GRADING AND DRAINAGE PLAN 0- Z} CONFORM TO NYSDOT STANDARD HIGH KNOCK-OUT CATCH BASIN Q SPECIFICATIONS, J COLLI 2,ALL MAINTENANCE HOLES SHALL BE 1'MIN, POLYCAST MIN SLOPE 1% LL Z CERTIFIED BY THE MANUFACTURER AS >r w a 2'MAX THROUGHOUT LL SUITABLE FOR AASHTO H-20 TRAFFIC _ DRAINAGE STRUCTURE REINFORCEMENT ~O LOADING. - T 6"X6"N/4 X W4 W.WM.TYP a 7 Q ZH a ,�3.STRUCTURE SHALL CONFORM TO ASTM z �2'-8REINFORCE AS REQUIRED FOR CATCH BASN NOTES: HEIGHT"A" WALL �'% a Z A478 0' THICKNESS RISER REINFORCEMENT(SEE NOTE 1) —j ��z a AASHTO H-20 LOAD RATING,N0. EXPANSION JOINT WITH SIKAFLEX 4.SEAL JOINTS BETWEEN PRECAST 6 BARS @ 6"TYPICAL1.STRUCTURE HEIGHT VARIES,SEE 6" 6"X6"-W6 X W6 OR 3 BARS AT 10"BOTH HORIZONTAL AND VERTCAL WLLJ �0 � UP TO 7'-0" # 1A CONSTRUCTION ADHESIVESECTIONS WITH ELASTOMERIC GASKETS, 5'TYP UTILITY PLAN, Q DOz PROVIDE LADDER RUNGS @ 8" UNREINFORCEDOR EQUAL. 2.COVER VARIES,REFER To w J 12"O.C.,IF MAINTENANCE 7-0"TO 14-0" 8" 6"X6"-W8,5 X W8.5 OR S BARSAT 8"BOTH HORIZONTAL AND VERTCAL 5.ALL REBAR SHALL BE GRADE 60 w - DRAINAGE COVER DETAILS ON HOLE IS DEEPER THAN 4' 14'-0"TO 21'-0" 8" 6,THIS DETAIL APPLIES TO STRUCTURE o'z SHEET G-C-01. 4'X4'-W8.5 X W8.5 OR 3 BARS AT 5 BOTH HORIZONTAL AND VERTICAL Q DEPTHS OF 7'OR LESS z>0 3.TOP SLAB TO SUPPORT AASHTO FLOOR SLAB REINFORCEMENT(SEE NOTE 1) Y ALL 7.PRECAST STRUCTURES SHALL BE 6" AI CIRCUMFERENTIAL STEEL, H-20 TRAFFIC LOADING. UP TO 7'-0" 6"k 6"-W11 X W11 ORS BARS AT 6"IN BOTH DIRECTIONS HLL MANUFACTURED AT AN ACI CERTIFIED l 0,15 IN"2 PER VERTICAL FOOT 4.CONCRETE STRENGTH TO BE 4000 7'_0"TO 14'-0" CDP"-W11 X W11 OR 4 BARS AT 4"IN BOTH DIRECTIONS Q' a Q(n PLANT. I PSI @ 28 DAYS. 14'-0"TO 21'-0" 4"X4"-W14 X W14 OR 3 BARS AT 3"IN BOTH DIRECTIONS 5.WELDED WIRE MESH ASTM A185. # 4" FORMED CONCRETE INVERT 6.REBAR ASTM A615 GRADE 60, MW PROVIDE CORNER BARS,#4 °4"a D/4 7.ALL PRECAST CONCRETE CLOSED CELL FOAM FILLER 14"X 14"@ 11"O.C.,IFL 6"k 6"W11 X W11 W.W.M.,OR I`N STRUCTURES MUST MEET REFLECTIX INC,OR EQUAL BOTTOM OF STRUCTURE IS - N0,4 BAR @ 6"EACH WAY ( ) 4" `V Q r ACI CODE AND SPECIFICATIONS. NOT MONOLITHICALLY CAST x x x x x REINFORCEMENT NOTE MIN CC ro a 8.PRECAST STRUCTURES SHALL BE G MANUFACTURED AT AN ACI COMPACTED SUBGRADE,95% CONCRETE COMPRESSIVE STRENGTH 6"THICK NYSDOT NO.2 STONE CERTIFIED PLANT. 1. REINFORCEMENT FOR RECTANGULAR DRAINAGE UNITS(CAST IN PLACE OR PRECAST) PROCTOR DENSITY MIN, OF 4,000 PSI MIN(TYP) \y'�\y'�\y'�\y'�\y SUITABLE SUBGRADE BAR REINFORCEMENT INDICATED FOR RECTANGULAR TOP SLABS,RISERS AND BASES "�'`�"`�� PROCTOR ETESTO DENS IMODIFIED SHA TY THE LL BE GRADE REQUIREMENTS OOFW§709A02RE 1C FOR CNCRETE RISER REINFORCEMENT REINFORCEMENT PLACED SO MEETCOM IT WILL HAVE A MINIMUM COVER OF 2"BUT NO MORE THAN 4"FROM THE INSIDE N -ObNO. N/A SECTION VIEW FACE.THE REINFORCEMENT SHALL EXTEND COMPLETELY AROUND THE DRAINAGE STRUCTURE RISER AND SHALL BE LAPPED AND TIED,BASE REINFORCEMENT SHALL T DAIIIN EY DJS BE PLACED ABOVE THE MIDPOINT OF SLAB AND SHALL HAVE A MINIMUM CONCRETE COVER of 2 d LHECIE- ECJ z CIRCULAR STORMWATER JUNCTION MANHOLE RECTANGULAR STORMWATER CATCH BASIN TRENCH DRAIN DATE OCTOBER 11,2022 0 SCALE:1/2"=V "'' NOT TO SCALE "6 SCALE:1/4"=1' scnLE AS NOTED DRAVAND NO. C-10.3 LU R_ WIRE HANGER(TYP,) RESTORE SURFACE IN MORTAR MORTAR KIND OR AS SPECIFIED ON SAWCUT IN PAVED AREAS THE CONTRACT DOCUMENTS LEVELING COURSE SEE PAVEMENT COMPACTED YACKFILL REPLACEMENT DETAILS PLACED IN 6 LAYERS 1'-6"MIN, BEFORE COMPACTION SEAL WITH WATERPROOF COMPOUND, z BUTYL ACRYLATE BASED SEALANT co 9" OR APPROVED EQUAL0 0 MIN, z 1 3"MAX, COMPACTED BACKFILL PLACED IN NOTES 0 6 LAYERS BEFORE COMPACTION 1, IN EXISTING PAVED AREAS,SAW CUT EXISTING TO GROUND TERMINAL PAVEMENT 12"FROM THE EDGE OF TRENCH,APPLY CONDUIT AS SPECIFIED ON NO 6 BARESTRANDED COPPER CRACK SEALER,AND PROVIDE THE TYPICAL U) LU THE CONTRACT DOCUMENTS GROUNDa WIRE PAVEMENT SECTION ON 0 VER THE TRENCH(MATCH 0 EXISTING PAVEMENT SECTION), INSULATING GROUNDING CONDUIT AS SPECIFIED ON THE REPLACE WITH 4" 2 CONTRACTOR SHALL CONFORM TO THE BUSHING(TYP.)-- CONTRACT DOCUMENTS TOPSOIL AND SPECIFICATIONS OF THE ELECTRIC/GAS& GROUND CLAMP GRASS TO MATCH 2'-0" COMMUNICATIONS UTILITY COMPANIES WHERE 3/4"STONE COMPACTED EXIST A TRENCH WIDTH APPLICABLE, TO 95%MODIFIED TIED PROCTOR I TRENCH MAY CONTAIN ANY COMBINATION OF DRY 5/8 x 10'COPPERCLAD TEST DENSITY —— ———--——— — --— — —— UTILITIES WITH THE CLEARANCES SHOWN REFER TO GROUND ROD AS REQUIRED PULL BOX BASE UTILITY PLAN FOR SITE SPECIFIC REQUIREMENTS FOR GROUNDING SYSTEM III III I IIII III III II I III III 4 REFER TO UTILITY PLAN AND TECHNICAL z III I PELU�Fl I I- SPECIFICATIONS FOR CONDUIT AND PIPE NOTES RECTANGULAR PULLBOX INSTALLATION REQUIREMENTS zo1, PULL BOX INSTALLATION SHALL COMPLY WITH LATEST REVISION OF 12"MIN 6"MIN, DETECTABLE MARKER TABLE TO BE FLEA 70,NATIONAL ELECTRIC CODE HERE GAS SERVICE---- INSTALLED 12"ABOVE CONDUIT SAND BACKFILL COMPACT TO MIN, 2,WIRING OTHER THAN GROUND WIRES SHALL BE SECURED TO THE WIRE z 95%DENSITY HANGAR AND HELD CLEAR OF THE BOTTOM OF THE PULLBOX, _PVC ELECTRIC SERVICE CONDUIT 3,ENTIRE COVER,STRUCTURE THICKNESS AND REINFORCEMENT SHALL BE I PVC COMMUNICATIONS SERVICE CONDUIT RATED FOR H-20 LOADING IF INSTALLED IN VEHICULAR TRAFFIC AREA. 4,ALL PULL BOX INSTALLATIONS SHALL FOLLOW OSHA STANDARDS AND 16 NYCRR PART 753-PROTECTION OF UNDERGROUND FACILITIES nj TYPICAL ELECTRIC OR TELECOM PULLBOX nq TYPICAL ELECTRIC/GAS/TELECOM TRENCH NOT TO SCALE NOT TO SCALE ED, 21 3 < "o T, T' PROVIDE 4 SEMI-ROUND op 1"0 DRAIN GROOVES C D OUTLINE LIGHT POLE BASE U) EE PROVIDE 4 SEMI-ROUND CONCRETE FOUNDATION DEPTH"A" 1"0 DRAIN GROOVES I POLE GROUND GROUND WATER GROUND WATER GROUND WATER HEIGHT SLOPE BELOW BOTTOM MORE THAN 2'-0"LESS THAN 2'-0" BELOW SURFACE BELOW SURFACE Ail 0 6DRANT OF FOUNDATION P-N GROG wM OUTLINE LIGHT POLE BASE <_30: <1:4 5' 5' 5' <30 >1-4 6' 6' 6: a_ 3�'t,50' <�:4 6' 6'6,, 65,, R, 1"HEAVY DUTY GALVANIZED PLAN 3 50' 5:4 7'6" S' 8' g CONCRETE FOUNDATION DEPTH"D" STEEL STUD 6"LONG,FULLY GROUNDING BUSHING LIL D GROUND WATER GROUND WATER GROUND WATER 7S POLE GROUND BELOW BOTTOM MORE THAN 2'-0"LESS THAN 2'-0 THREADED WITH HEX FILL LIGHT P 7s"0 HEIGHT SLOPE POLE BASE U)CD OF FOUNDATION BELOW SURFACE BELOW SURFACE IT APPEARANCE OF EXISTING �o I"x 45" E3 <_30� <1 4 5� 5' 5' CHAPPED �L AAHTTG POLES) Ee 2-TIl- <30 >1 4 5 6' 6' 3�7 50' <1:4 6' 6,6" 6' I"HEAVY DUTY GALVANIZED PLAN 3 50' 5:4 7'6" 8' 8'6" NOTES STEEL STUD 6"LONG,FULLY GROUNDING BUSHING 0 THREADED WITH HEX NUT LIGHT POLE BASE 1 FOR MOST CASES,EXISTING SITE LIGHT of POLES WILL BE RETAINED AND REUSED (MATCH APPEARANCE OF EXISTING PAVEMENT AREA CHARTER a LIGHT POLES USE THIS DETAIL WHERE THE PLANS ) E_ TOP CALL FOR OR SHOW NEW LIGHT POLES OF SIDEWALK SHOULDER THIS DETAIL APPLIES TO STANDARD o' GRADE P MALL 1"MALLEABLE IRON BOLT— I D C COUPLING 3"LONG POLES,NOT HIGH MAST LIGHTS V ROADWAY (OPTIONAL) +I COUPLING 2 THIS DETAIL(FOUNDATION WITH REVEAL C ABOVE GRADE)IS INTENDED FOR E r D VEHICULAR TRAFFIC AREAS,AND TO Q) '..' NOTES MATCH EXISTING LIGHT POLES WHICH Z P 6� HAVE A FOUNDATION REVEAL ABOVE I"MALLEABLE IRON BOLT 1, FOR MOST CASES,EXISTING SITE LIGHT GRADE _s 111 COUPLING 3"LONG POLESWILL BE RETAINED ANDREUSED, (OPTIONAL) USE THIS DETAIIL WHERE THE P LANA 3 PROVIDE A LIGHT POLE FOUNDATION 0 T E +1 CALL FOR OR SHOW NEW LIGHT POLES EQUIVALENT TO A STANDARD NYSDOT T THIS DETAIL APPLIES TO STANDARD 4 1/2"LEG (4)-I" LIGHT POLE FOUNDATION,SEE NYSDOT POLES,NOT HIGH MAST LIGHTS - FOUNDATION STANDARD SHEET 670-01 AND RELATED ANCHOR BOLTS NYSDOT REQUIREMENTS. o �2, THIS DETAIL(FOUNDATION FLUSH WITH THREAD LENGTH GRADE)IS NOT FOR USE IN VEHICULAR L J E 4 TRAFFIC AREAS. (6)NO 6 BAR EQUALLY ELEVATION 4 1/2"LEG (4) 1 3, PROVIDE A LIGHT POLE FOUNDATION SPACED,3"FROM OUTSIDE EDGE 4, 000 PSI CONCRETE EQUIVALENT TO A STANDARD NYSDOT FOUNDATION 1 LIGHT POLE FOUNDATION,SEE NYSDOT NO,3 TIES AT 2"0 C, ANCHOR BOLTS STANDARD SHEET 670-01 AND RELATED THREAD LENGTH NYSDOT REQUIREMENTS, z To BE w ofr ELEVATION =0 4,000 000 PSI CONCRETE F)_ 0 0 U) w UZ j nq FLUSH LIGHT POLE FOUNDATION NON-FLUSH LIGHT POLE FOUNDATION > 0>: NOT TO SCALE FOR USE IN NON-VEHICULAR TRAFFIC AREAS NOT TO SCALE FOR LIGHT POLES IN VEHICULAR TRAFFIC AREAS w ao z E D < LLI 0 W 2 E_0 _0 0 U) 0 L)-j T_ :Do F-UL P:LL 06 NO. N/A DJS o LHECKED ev ECJ EE DATE OCTOBER 11,2022 DCALE AS NOTED DRAVAND NO. C-1 0.4 __j R_ 0 z"EXPANSION JOINT WIDTH AS SHOWN ON PLAN SMOOTH TOOLED FINISH 2'CONTRACTION JOINT AROUND ALL EDGES(TYP) m 6" MEET ADJOINING CROSS SLOPE 1%MIN MAX 1 5% GRADE URETHANE JOINT EXPANSION JOINT SEALING COMPOUND 41000N GT PSI COMPRESSIVE STRETE 6"k 6"10/10 IC PER SPECIFICATION GAUGE WELDED WIRE PAVEMENT a \/�� 2"IDENT SEARED AND SECTION AS \ PLAN. FREDFERN a \�//\\�\�//�\ L N 2 L"CFN SECURED ON i\ TO PAVEMENT a STANDS(TYP) 6"STABILIZED LIGHT BROOM FINISH (n SECTION DETAILS BASE CONCRETE SURFACE 5'-0" AREA INSIDE OF TOOLED (TYP.) Z a jT COMPACTED EDGE TO CREATE EXPANSION PAN SION JOINT FILLER 6" SUBGRADE PICTURE FRAME EFFECT WITH PRE-SCORED STRIP AGGREGATE z"CONTRACTION JOINT a a OR APPROVED EQUAL BASECOURSE ry �9 CURB AS 4"CONCRETE U) SPECIFIED ON SIDEWALK , PSI Lu EXPANSION CONTRACTION PLAN(REFER 6X6-10 WWM. JOINT JOINT TO CURB EXPANSION JOINT EVERY 20' DETAIL) �.1 CONCRETE SIDEWALK NOT TO SCALE SAFETY RAILING NOTES: Z 1.5"0 SCH 40 ALUMINUM 1, THE RAILING SYSTEM SHALL BE RESIDED RAILING OR APPROVED EQUAL FOR THE LOADING CRITERIA OF NYS SLOPE TOWARDS ASPHALT CLEAR ANODIZED FINISH BUILDING CODE 1607.8 INCLUDING THE 6"� FOLLOWING: •ABILITY TO WITHSTAND A POINT LOAD FIN ED GRADE OF AT LEAST 200 LBS APPLIED AT (PAVED D UNPAVED R=1/4" THE TOP RAIL AT ANY POINT AND IN AS NOTED ON PLAN) R=1" 1.. LIQUID AC CONCRETE CURB NOTES: ANY DIRECTION. VARIES 8'MAX ABILITY TO WITHSTAND A LINEAR LOAD /�j ` OF 50OPBRAPLR FOOT APPLIED TO 115"LAYER 9MMF i\�/i\f/ HAVE RATCOMPRB COMPRESSIVE •ABILITY TO WITHSTAND A POINT LOAD 1.5"LAYER OF TYPE SUPERPAVE TOP STRENGTH OF 4,000 PSI @ OF 50 LBS APPLIED TO ANY 6F ASPHALT TOP COURSE TYPICAL PAVEMENT 28 DAYS INTERMEDIATE RAIL. COURSE 2.ALL CURBS HAVE 6"REVEAL LIQUID A C SECTION AS SPECIFIED UNLESS OF NOTED .� 2.ALL HARDWARE FASTENERS SHALL BE ° SEE PAVEMENT / LIQUID A/C 2.5"LAYER OF ( ON PLAN. T316 STAINLESS STEEL. NYSDOT 19 MR �� SECTION DETAIL) 3.CONCRETE TO CURE 14 _ 0 0 0 0 0 0 0 0 o DAYS MIN.BEFORE PAVING -zFLLN 3.5"LAYER OF SUPERPAVE BINDER = - „ s II o 0 0 0 0 0 0 0 o TYPE 3 DENSE LIQUID A C a° > IFG ADEQUATE STRENGTH IS >�zq Fa x` x^ x a x �, o 0 0 0 0 0 0 0 o BINDER COURSE / a 6IHx1 L DEMONSTRATED TO THE , �- \\\\\\\\\\\\\\\\\\\\\ 3"LAYER OF �9 6"STABILIZED BASE/RCA ENGINEER THROUGH TESTING. OPTION 2 POST IU CONCRETE WALK OR AS / 6"LAYER OF RCA NYSDOT 37.5 AM 4.EXPANSION JOINTS TO BE 5' BASE METHOD I' OTHERWISE SHOWN ON PLAN \ \ \ \ \ \ \ OR 3/4"CRUSHED \\\\\\\\\\\\\\ p - BASE COURSE MIN.,20'MAX. BOLTED.COAT lily STONE COMPACTED / / / / / / / 6"LAYER OF RCA -(BOLTED) SUITABLE COMPACTED TO 95%MODIFIED 1 BOTTOM OF POST 12° SUBGRADE PROCTOR TEST OR 3/4"CRUSHED 11 OPTION 1 POST BASE SUITABLE COMPACTED STONE COMPACTED SUBGRADE COMPACTED TO 95%j �Qy BASE WITH TWO - z COATS OF EPDXY, lu a METHOD(CONCRETE) DENSITY - -- SUBGRADE TO 95%MODIFIED wQ'Tn j PROCTOR TDST - 12' DENSITY a (n ALUMINIMUM SAFETY RAILING �1 TYPICAL ASPHALT PAVEMENT SECTION �1 HEAVY DUTY ASPHALT PAVEMENT SECTION(NY 25 ROW) �1 CONCRETE CURB , 5 FP .,� ..� ., NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE � -NwWm, �Ow �nunEIIZ� 0 - u o - - CD m N LIL yooz wF€ EO aJ U)CD _ N� � Ee ALUMINUM FLAG POLE T D z�D r s (HEIGHT AS SPECIFIED ON PLAN). 2"CONCRETE COVER NYSDOT TRAFFIC BARRIER _zp�zo MIN(TYP,CONCRETE (WALL"A"ONLY) TRAFFIC BARRIER POST 0 NOT IN SOIL CONTACT) v'U 'If T,CD - TOP OF WALL -- BOLLARD NOTES FLAG POLE NOTES _-- 1. ALL BOLLARDS ARE THE FIXED/ORDINARY TYPE 1. CONTRACTOR SHALL SUBMIT SHOP UNLESS OTHERWISE NOTED ON THE PLAN. DRAWING FOR REVIEW BY TWO(2)NO,6 �_ --- 2.BOLLARD FINISH:PREPARE GALVANIZED COATING TO ENGINEER. o FOR TRAFFIC o u u LL o RECEIVED PAINTED FINISH.APPLY(1)COAT OF RUST oo Wo �_ BARRIER N w 2.THIS DETAIL IS APPLICABLE TO w �gQow° INHIBITOR PRIMER.APPLY(2)COATS OF GLOSS FLAGPOLES WITH HEIGHT IN THE '1 "' - - ENAMEL(SAFETY COLOR YELLOW UNLESS OTHERWISE S a NO.6 W 18"O.C. w_N RANGE 20'TO 50' DIRECTED BY OWNER). GALVANIZED,WELDED w w IT NO 6®24" w - - STEEL CAP,GRIND �' x m . O.C. 3.ALL CONCRETE SHALL HAVE A MINIMUM 3.UNLESS OTHERWISE NOTED,THE x - COMPRESSIVE STRENGTH OF 4,000 PSI©28 DAYS, SMOOTH CENTER FLAGPOLE IN A GROUP OF a z a a a ___ 4.USE ONLY WHERE INDICATED ON PLANS. 5"NOMINAL FLAGPOLES SHALL BE TALLER r Q r r r OVERFILLED CONCRETE GALVANIZED THAN THE SURROUNDING POLES, w FINISHED TO DRAIN 5,FOR MULTIPLE BOLLARDS,TYPICAL SPACING IS 5' STEEL PIPE w z w w O,C.UNLESS OTHERWISE NOTED ON THE PLAN, 4.FLAGPOLE BASES SHALL HAVE a z Q z SUFFICIENT MOMENT RESISTANCE MONUMENT BOX,FRAME TO WITHSTAND LOCAL WIND BOLLARD TO BE PAINTED AND COVER,CAMPBELL LOADING. 3"CONCRETE COVER 1 COAT-METAL PRIMER NO,4173 OR EQUAL 1:3 SLOPE /// MIN(TYP,CONCRETE TC U N coNTACT WITH RETAIN COVER FOR // \\ /i�/ /T / TT /T /. TT TT /. / J 2 COATS-"SAFETY YELLOW" \\\/\i\i. OWNER'S USE WHEN /\��/� aU SOIL) BOLLARD IS REMOVED) /��%\� a CONCRETE FILLED 1/4" SLOPE CONCRETE COONO PSI CRETE REIN ORCED _ 2' 1'-4" 2'-8" z D Y THICK 6"DIA.SCH 80 CO SURFACE FOR w STEEL PIPE POSITIVE DRAINAGE N0,6®12" O fr =O � GROUND SURFACE/SIDEWALK AXE MESH10/10 WELDED WIRE a N0.6 X11 12" FINISH GRADE C° a N0,6 @ 12"O,C. a g a Q o> 6'MIN 6"COMPACTED v J w LL Z CRUSHED STONE U J LL Z r Yam/\ U�� //\// /\��/� "✓//// ///// ANCHOR BARS N0.6 @ 24"O.C. w w ~�} \ \- /T N0.6®24 O,C. N0.60®6@(R'NB)HIND) W Z� 6"NOMINAL STEEL PIPE / T STAGGERED BY 12" a 0 / i o o// COMPACTED SUBGRADE NO 6®12" 0 Z 4000 PSI CONCRETE y/j\�\ N0.3 TIES C 12"O.C. Lu U) w J~o \ l CONCRETE RETAINING WALL SECTION AND ELEVATION U rn uT o FOUNDATION SLEEVE OS SCALE 1/2"=1' O UJ 1 1/4"WEEP HOLE m (DESIGN VARIES BY FLAG = 0 o / PLAC E AT LL CENTER OF w MANUFACTURER) � Y a/ CONCRETE CYLINDER > C) �LL =o NYSDOT#1 CRUSHED STONE W LIGHTNING SPIKE FACE OF WALL HORIZONTAL BAR Q AS PER RETAINING \ \� VERTICAL BAR AS //� N a j; WALL SECTION PER RETAINING �24"� 4000 PSI CONCRETE o ".\�� \\\;. EQUA6L)RADIAL BSPACNG 1'-6" NO 6 AR WALL SECTION Q AROUND FOUNDATION C CENTER.INSTALL WITH 3" G FIXED BOLLARD MOVABLE BOLLARD 3'MIN CONCRETE COVER. PUTS FOUR(4)NO,6 VERTICAL BAR 24"X 24"PIER FOR AT PIER,48"LONG LIGHT POLE ANCHOR BOLTS FOR LIGHT POLE I -O6'NO N/A BOLLARDS TYPICAL FLAG POLE BASE PLATE(COORDINATE WITH o 06 U7 N0.4 HORIZONTAL Loops LIGHT POLE MANUFACTURER FOR o °R'�"�Nar DJS NOT TO SCALE NOT TO SCALE ®18 O.C. BOLT PATTERN) o crlEcuEo ev ECJ EE DATE OCTOBER 11,2022 �1 CONCRETE PIER FOR LIGHT POLE AT RETAINING WALL(PLAN VIEW) °A E AS NOTED VJ SCALE 1�2"=1 F7777 C-10.5 R_ 0 m CURB RAMP NOTES: 6"THICK 4,000 PSI CONCRETE CONCRETE PAVEMENT JOINTS IN CONCRETE JOINTS IN CONCRETE APPROACH PAD WITH#4 (SEE CONCRETE PAVEMENT(REFER PAVEMENT(REFER CONCRETE PAVEMENT 1. THE DIMENSIONS AND SLOPES PRESENTED IN RADAR(a 12"O.CE.W. YYYY PAVEMENT DETAIL) TO CONCRETE TO CONCRETE (SEE CONCRETE CONCRETE WALK W THE DETAILS ARE THE MINIMUM NECESSARY TRANSVERSE AND LONGITUDINAL \ PAVEMENT DETAIL) PAVEMENT DETAIL) PAVEMENT DETAIL) - TO COMPLY WITH THE ADA AND NYSDOT STANDARDS. ANY DEVIATION LESS THAN THE CONTRACTION JOINT / MINIMUM WIDTH OR GREATER THAN THE o.T (1/4"WIDE SAWED OR PREM OLDED X - MAXIMUM SLOPE FROM THESE STANDARDS 6'-2" 6'-2" PROVIDE 42"HIGH JOINT,12'MAX.SPACING,SEAL JOINTS / \ PROVIDE ACCESSIBLE PARKING SIGNAGE IF 5' MUST BE DOCUMENTED WITH THE STANDARDS `o WITH POLYURETHANE SEALANT TO SAFETY RAILING IF BEING MET TO THE GREATEST EXTENT � RAMP IS LOCATED AT ACCE SIBLE AISLE LANDSCAPED AREA INDICATED ON PLAN PRACTICABLE AND CONSISTENT co WITHIN 1/4"FROM To - - - - - - - WITH THE MOST CURRENT ADAAG. ZO YYY _ L911 2.SIDEWALKS ON ANACCESSIBLE ROUTE SHALL O 6'HIGH BLACK VINYL CHAIN LINK W - - - - HAVE A MINIMUMWIDTH OF 4'ANDCROSS PGATES W/BLACK VINYL SLATS, PROVIDE ACCESSIBLE D' \ / 7.5%MAX-> \ / \ GRADE IN THE RANGE OF 19 TO 1 59. dA <-7.5%MAX o9 <-7.5%MAX RUNNING GRADES ON SIDEWALKS IN THE4' 3'-8"1 4' MOUNTED TO 5.5'HIGH BOLLARDS. NO PARKING SIGN IF / \ / \ /CONTRACTOR SHALL DRILL HOLES FOR RAMP IS LOCATED AT v X v X v ;� DIRECTION OF TRAVEL SHALL NOT EXCEEDGATE PINS IN BOTH THE OPEN AND ACCESSIBLE AISLE \ / \ / \ 4,5% LUCLOSED POSITION 3.CURB RAMPS SHALL CONFORM TO NYSDOT REQUIREMENTSAND THE NYSDOTSTANDARD 3 8 DRAWING SHEETS CURB RAMP GRADES SHALL 8" THICK 4,000 PSI CONCRETE STONE CURB 2 WIDE DETECTABLE STONE CURB �7' \ / 2'WIDE DETECTABLE STONE CURB 2'WIDE DETECTABLE NOT EXCEED 7.5%IN THE DIRECTION OF 5.5'SIDE PAD WITH#4 REBAR W 12"O,CE.W. UNLESS OTHERWISE WARNING STRIP UNLESS OTHERWISE WARNING STRIP UNLESS OTHERWISE WARNING STRIP TRAVEL. o o PLASTIC/ NOTED ON PLAN FLARE PE F_�5'X 5'CLEAR SPACE NOTED ON PLAN /" ��5'X 5'CLEAR SPACE NOTED ON PLAN /x ��5'X 5'CLEAR SPACE 4.REFER TO ACCESSIBILITY NOTES ON THE CIVIL GARBAGE PAPER METAL ASPHALT OR PCC / 1.5%MAX SLOPE ASPHALT OR PCC / 1,5%MAX SLOPE / 1.5%MAX SLOPE NOTES AND LEGENDS SHEET"FOR RECYCLING RECYCLING 8"SPLIT FACE CMU WALL-6'-2" f PAVEMENT L (TYP,TOP AND BOTTOM) f PAVEMENT L (TYP,TOP AND BOTTOM) ASPHALT OR PCC L (TYP,TOP AND BOTTOM) ADDITIONAL REQUIREMENTS. A A HIGH PROVIDE MATCHING SPLIT FACE PAVEMENT TOP CAP �s'� �s'� s.DIMENSIONS,SLOPES,DETECTABLE WARNING PADS,PAVEMENT MARKINGS AND SIGNS a 6"0 BOLLARDS(TYP) TYPICAL TYPE 1 CURB RAMP AT CONCRETE PAVEMENT AREA TYPICAL TYPE 9 CURB RAMP AT CONCRETE PAVEMENT AREA TYPICAL TYPE 9 CURB RAMP AT LANDSCAPE AREA SHALL CONFORM TO NYS BUILDING CODE 11'-8" STANDARDS AND ICC A117.1 OF 2009, 12'-4' 2'WIDE STRIP FOOTING 0 Z REFUSE ENCLOSURE �1 TYPICAL CONCRETE CURB RAMP CONFIGURATIONS SCALE:NOT TO SCALE YL SCALE:NOT TO SCALE CLASS A OR CLASS B POSTS REQUIRE STRETCHER BARS AND BANDS CLASS C POSTS HAVE THE FENCE FABRIC WOVEN INTO THE POST(SEE MANUFACTURER'S INSTRUCTION) 492'MAX 492'MAX _ _Fo# > a- 8'MAX 8'MAX 8 MAX 8'MAX 8'MAX 8'MAX 8'MAX P"R -END POST INTERMEDIATE POST(PULL POST) INTERMEDIATE POST(PULL POST) INTERMEDIATE POST(PULL POST) INTERMEDIATE POST(PULL POST)- BLACK VINYL COATED STEEL --�a> o -LINE POST WITH CAP -LINE POST WITH CAP CORNER POST TENSION WIRE CORE WIRES,#6 GAUGE,2" ~o MESH,ASTM'F668,CLASS 2B p _ 3/8"d TRUSS ROD- / - � STRETCHER BAR �8"d TRUSS L - w oo } ��z ~ =�n 0 BANDS- TENSION WIRE 6.. 0 EE 0 m J FINISHED GRADE- U) lGY o a - FAA � TURNBUCKLE TURNBUCKLE TU RNBUCKL TURNBUCKLE TURNBUCKLE oo `�o KNUCKLED SELVAGE 2"MAX. 4,000 PSI CONCRETE -(SEE NOTE 6) ^ CONCRETE BASE (SEE NOTE 6) CL V� (TYP) 11 FilmV O ' COMPACTED TERMINAL SECTION LINE SECTION PULL SECTION CORNER INSTALLATION (n tt... SUBGRADE -�av>z O NOTES: � r wSLLG DRIVE ANCHOR ANGLES NORMAL TO FENCE FABRIC 1. PROVIDE BLACK VINYL PRIVACY SLATS UNLESS OTHERWISE INDICATED ON PLAN. � ym w» 2.POSTS,INCLUDING ENCASEMENT,SHALL BE SET INSIDE THE R.O.W.LINE SO THAT FENCING PLACED UPON THE R.O.W.SIDE OF POSTS 3/8"GALVANIZED BOLT o WILL BE AS NEARLY ON THE R.O.W.LINE AS IS POSSIBLE,WHEN DIRECTED BY THE ENGINEER,THE FABRIC SHALL BE PLACED ON THE �� - OPPOSITE SIDE IN ORDER FOR FABRIC TO BE PULLED TIGHT AGAINST THE POST. F = 3.WHERE SUBSTANTIAL ROCK IS ENCOUNTERED,A HOLE 1"LARGER IN DIAMETER THAN THE POST,AND OF 12"MIN.DEPTH FOR LINE i - COLLAR POSTS,AND 1'-6'MINIMUM DEPTH FOR CORNER,END,AND INTERMEDIATE POSTS SHALL HE MADE.AFTER INSERTING THE POSTS,THE HOLES SHALL BE BACK FILLED WITH A HAND MIXED 1:2 MORTAR CONSISTING OF ONE PART PORTLAND CEMENT TO TWO PARTS FINE -_- AGGREGATE MIXED TO A PLASTIC CONSISTENCY SHOWING NO SIGNS OF FREE WATER,THE HAND MIXING AND CONSOLIDATION OF THE _ -- rmo y MORTAR SHALL BE PERFORMED IN A MANNER APPROVED BY AN ENGINEER. KNUCKLED SELVAGE- BARB SELVAGE- FINISHED GRADE /z"x 11/2"x 1/8"x 2'-6"GALVANIZED STEEL ANGLE ° aszow° 4.CORNER POSTS SHALL BE USED AT BREAKS IN VERTICAL GRADE,AND CHANGES IN HORIZONTAL ALIGNMENT OF 15'AND OVER.PULL 4 c BOLTS POSTS SHALL HE USED EVERY 492'ON RUNS OF CHAIN LINK FENCE OR AS DIRECTED BY THE ENGINEER.AAA tit 5.DETAIL DRAWING FOR CHAIN LINK FENCE THAT THE CONTRACTOR PLANS TO ERECT SHALL BE SUBMITTED TO THE ENGINEER,NO FENCE h 11 ANCHOR ANGLE SHALL BE ERECTED PRIOR TO THE APPROVAL OF THE VARIES DETAILS. o TENSION WIRE a 45' 45' c� _-_ WT 3,-0" 6.STEEL PIPE AND STEEL SHAPESNDICATED ON THIS SHEET SHALL NOT BE LIGHTER IN WEIGHT THAN 95%OF THAT SPECIFIED.THEY MAY EXCEED THE REQUIRED WEIGHT7.THE CONTRACTOR SHALL HAVE THE OPTION OF SETTING THE LINE POSTS IN 10"0 BY 3'DEEP CONCRETE BASES WITH THE POST UMINUM TIE WIRE ROYFORMED POST EMBEDDED 2'-6"OR USING METHODS OF DRIVING AND ANCHORING SPECIFIED BY THE MANUFACTURER,HOWEVER,LINE POSTS WITH END,CORNER,AND TOP AND BRACE POST TRUSS RODS ATTACHED AND ALL END,CORNER AND INTERMEDIATE POSTS SHALL BE SET IN CONCRETE BASES. THESE CONCRETE ODND POST INTERMEDIATE POST BASES SHALL HE A MINIMUM OF 10"0 BY 3'-0"DEEP WITH THE POST EMBEDDED 2'-6"FOR FENCES6'HIGH OR LESS AND 12"0 BY LINE POST 3'-6"DEEP WITH THE POST EMBEDDED3'FOR FENCES OVER 6'HIGH.FOR GATE POSTS SEE THE CURRENT STANDARD SHEET TITLED U "GATES AND CHAIN LINK FENCE ADJACENT TO GATE". J METHOD OF TYING TENSION WIRE CLASS"C"ROLLFORMED SECTIONS J 8,TOP TENSION WIRE SHALL BE FASTENED TO EACH POST IN A MANNER APPROVED BY THE ENGINEER, 3'-3" 9. BARB SELVAGE 1"ABOVE TOP OF LINE POSTS ON FENCES 6'HIGH AND OVER.KNUCKLED SELVAGE FOR FENCES LESS THAN 6' Z Y W J w oof DRIVE ANCHOR H O oo� COLLAR WELDABLE STEEL OR CAST STEEL GALVANIZED i (n W J w w a Q} Q Z H 0 0 -�Z J <U Q sYo CHAIN LINK FENCE SCALE:NOT TO SCALE SOURCE: NYSDOT STANDARD SHEETS O U J :Do Y F-LL LL H a 06 NO. N/A 0 0o DRAWN av DJS o cHECHED ev ECJ EE DATE OCTOBER 11,2022 DCALEAS NOTED DRAVAND NO. C-10.6 0 m WOVEN WIRE FENCE 50'MIN. -EXISTING (MIN.14 112 GAUGE W/MAX.PAVEMENT l0'MAX.C.TO C" 6"MESH SPACING) 40 MIN.FENCE POST W 3 S.7 WOVEN WIRE FENCE 8,O" �TI�`C' MOUNTABLE BERM f\40"MIN,LENGTH FENCE. (MIN.14 112 GAUGE iv TYP EXISTINGGROUND GEOTEXTILE� (OPTIONAL) POSTS DRIVEN MIN,18" MAX.6"MESH SPACING) INTO GROUND. WITH FILTER CLOTH W/ PROFILE FLOW z UNDISTURBED z HEIGHT OF FILTER ��GROUND COMPACTED SOIL ---] 50'MIN, 18"MIN, w yZ EMBED FILTER CLOTH SECTION A O--> O�w W w y4 A MIN.OF 6"IN GROUND. Ef ,. d W EXISTING�� o F� �W w ,i, °, w.i, �� 4 of} G_ GROUND LLL ~ A A TEMP.ORANGE O N CONSTRUCTION CTION 12'MIN, EXISTING FENCING E PAVEMENT 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES,POSTS SHALL BE STEEL EITHER"T'OR"U"TYPE OR HARDWOOD. PLAN VIEW o PLAN 2,FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE. FENCE WITH TIES SPACED EVERY 24"AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE,12 1/2 GAUGE,6"MAXIMUM MESH OPENING" NOTES: 1.STONE SIZE-USE 2"CRUSHED STONE OR GRAVEL, 3,WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- 1, ACTUAL LAYOUT TO BE DETERMINED IN THE LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH SHALL BE EITHER FILTER X, FIELD. 2"LENGTH-NOT LESS THAN 50 FEET MIRAFI 100X,STABILINKA T140N,OR APPROVED EQUIVALENT. 2, A CONCRETE WASHOUT SIGN SHALL BE 3"THICKNESS-NOT LESS THAN SIX(5)INCHES. 4,PREFABRICATED UNITS SHALL BE GEOFAB,ENVIROFENCE,OR APPROVED EQUIVALENT. INSTALLED WITHIN 30'OF THE TEMPORARY o 4"WIDTH-TWELVE(12)FOOT MINIMUM,BUT NOT LESS THAN THE FULL WIDTH AT CONCRETE WASHOUT FACILITY" z POINTS WHERE INGRESS OR EGRESS OCCURS.TWENTY-FOUR 24 FOOT IF SINGLE 5,MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 3. MATERIALS USED TO CONSTRUCT TEMPORARY ( ) "BULGES"DEVELOP IN THE SILT FENCE. CONCRETE WASHOUT FACILITIES SHALL BE ENTRANCE TO SITE. REMOVED FROM THE SITE OF THE WORK AND 5,GEOTEXTILE WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING DISPOSED OF OR RECYCLED. OF STONE. 4, HOLES,DEPRESSIONS,OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF 6,SURFACE WATER-ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON- THE TEMPORARY CONCRETE WASHOUT STRUCHON ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE,IF PIPING IS FACILITIES SHALL BE BACKFILLED,REPAIRED, IMPRACTICAL,A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED, AND STABILIZED TO PREVENT EROSION. 7"MAINTENANCE-THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL SILT FENCE PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY,ALL NOT TO SCALE SEDIMENT SPILLED,DROPPED,WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY /ne 1 CONCRETE WASHOUT DETAIL MUST BE REMOVED IMMEDIATELY. �'� NOT TO SCALE 8,WHEN WASHING IS REQUIRED,IT SHALL BE DONE ON A AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE" 9,PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED. _,Foy CJ _ a> �„�TYPICAL CONSTRUCTION ENTRANCE PLAN 7�o��'� ___- �� NOT TD SCALE S�C�I co _ LJ � - o� z wF 0o N o -_vFo2 12"MIN. - 2w 0 - d a LIL CD X NOTES 2 EACH 1. USE THIS METHOD ONLY WHERE THE DUMP STRAPS U)CD FILTER LOG WILL NOT INTERFERE WITH N O ��w�P VEHICULAR TRAFFIC,SUCH AS IN o r o UNPAVED AREAS. a '76"A 2.IT IS ANTICIPATED THAT THIS PROJECT __�A z WILL NOT REQUIRE EXTENSIVE E&SC 0 S� CONTROLS DUE TO THE CONFINED NATURE of OF THE WORK-TYPICALLY BUILDING OR EXPANSION RESTRAINT PARKING EXCAVATION SURROUNDED BY ° 9" o E_ - - EXISTING PAVEMENT"USE THE DETAIL TO O (3z NYLON ROPE, �uJ a PREVENT SEDIMENT ENTERING ANY 1 FLAT WASHERS) a EXISTING OR NEWLY INSTALLED DRAINAGE i INLET. Q N -_- C DRAINAGE GRATE INSTALLED FLUSH WITH PAVEMENT - ® 2 EACH o w?� DUMP STRAPS -G - c - PLAN 1"REBAR FOR BAG -_- DRAINAGE STRUCTURE INLET PROTECTION- REMOVAL FROM INLET - - TEMPORARY (SEDIMENT FILTER LOG) NOMINAL SEDIMENT o a 2AA WOOD FILTER LOG GEOTEXTILE FABRIC BAG,SILTSACK BY ACT J PROVIDEENVIRONMENTAL,OR EQUAL. POST OVERFLOW OPENINGS NEAR TOP OF BAG,OR J IT EQUIVALENT OVERFLOW HANDLING MECHANISM. O z 0 V W JOof ° =O DRAINAGE STRUCTURE TO BE PROTECTED FROM SEDIMENT } DRAINAGE `V NOTES: W - USw STRUCTURE J 2 > LL z WALL ° 1. THIS TYPE OF INLET PROTECTION IS w a INTENDED FOR PAVED TRAFFIC AREAS < 0 Z H 4 WHERE THE GRATING MUST BE FLUSH o Z CROSS WITH PAVEMENT. �U'J^ J cai SECTION 2.INSPECT SEDIMENT BAGS WEEKLY DURING Q'^ w of 05 DRAINAGE STRUCTURE INLET PROTECTION- CONSTRUCTION.CLEAN OUT SEDIMENT VJ 0 TEMPORARY BAGS BEFORE THEY BECOME FULL. (SEDIMENT FILTER LOG) in O UJ Z Y �o a c LL FLUSH INLET PROTECTION FOR PAVED AREAS Z Q� 05 ~ NOT TO SCALE INLET PROTECTION FOR UNPAVED AREAS SOURCE:NYSDOT 209-03 NOT TO SCALE m v) O W D NO. N/A 0 o ERAwN av DJS o LHECKED E ECJ EE DATE OCTOBER 11,2022 nA AS NOTED DRAVAND NO. C-10.7 Lu R_ NO PARKING S,VAN ACCESSIBLE SIGNS AT ACCESSIBLE AISLES R4-7 R5-1 ACCESSIBLE PARKING SPACE SIGN NOTES. C-O"MIN C-O"MIN, 6'-0"MIN, (SEE DETAIL ON THIS SHEET) NOTES EDGE -E� - -EDGE OF EDGE OF 1 1 5%MAX GRADE IN OF F� [ - RAMP(IF NECESSARY)- BRED,8'MIN, CURB RAMPS AS SHOWN ON PAVEMENTPAVEMENT PAVEMENT P ADA PARKING AREAS 1 1, ALL CROSSWALK MARKINGS SHALL co SITE LAN(VARIES) (TYR F, I BE WHITE. z i- 'Z 0 2,PROVIDE CURB RAMPS 2,TYPE"IT"AND TYPE'15" 0 PEDESTRIAN WHERE INDICATEDCROSSWALKS SHALL HAVE THE 4'-0" R_ ACCESS ROUTE 7_11 MAX, MIN SITE PLAN,REFER TOLONGITUDINAL LINES PARALLEL TO Elve am cy TYPICAL CURB RAMP THE LANE LINES. El� DETAILS FOR SPECIFIC NYPI-2 P1-2 Ri-i P6_1 0 Ul U) 8'MIN REA RESENTS, 3,USE THE TYPE(COMBINED,LADDER, Lu 90' T CURBING OR STANDARDO AND WIDTH SHOWN NOTES V TYR 3,ALL STALLS ARE 9X19 ON THE R-10' 45' -9'- E XC E T WHERE I ALL SIGNAGE SHALL COMPLY WITH THE LATEST PEDESTRIAN OTHERWISE R WI SE NOTED ON 4,FOR RE-FRESH OF EXISTING VERSION OF THE MANUAL OF UNIFORM TRAFFIC 0AC CESS PLAN. CROSSWALK,MATCH THE EXISTING CONTROL DEVICES(MUTCD)AND THE NEW YORK ROUTE 0"(TYR 10"(TYP,) TYPE AT MINIMUM,OR USE A STATE MUTCD (TRANSVERSE MATCH MATERIALS,FINISHES,AND SIZES OF EXISTING T TO THE CS I 6;�I (TRANSVERSE LINES) HIGHER TYPE(WHERE TYPE ITS IS 2,SIGNS LINES) HIGHER THAN TYPE LS HIGHER OF THE SAME KIND UNLESS OTHERWISE NOTED CURBING 8' 11 STANDARD TYPE A LADDER BAR TYPE COMBINED TYPE LS THAN TYPE IS HIGHER S THAN ON PLANS TYPE S). 4"WIDE BLUE I�WTITE STRIPES STRIPES DIAGONAL AT TYPICAL FOR 45'ANGLE,2 0 C, NON ACCESSIBLE . . . SPACES �„� TYPICAL PARKING STALLS �1 CROSS WALK STRIPING S____A!PN FACES NOT TD SCALE �� NOT TO SCALE NOT TO SCALE 30" MUTCD RI I E B '3 STOPLo ' PROVIDE GALVANIZED STEEL U-CHANNEL SIGN POSTS. MATCH EXISTING SIGN POSTS TO THE EXTENT PRACTICABLE. IT I P 12" T,s Go MUTCD#R7-8 WITH NY STATE D O= "DYNAMIC SYMBOL RESERVED 41: PARKING "OF ACCESSIBILITY" 0 FrR _tf of 0 zi 2 CD X MIT11111,11 N M ILL VAN W CD E3 1. 1ACCESSIBLE Ee FINISHED GRADE(TYE 7 0 SOIL PLATE(DESIGN'VAIES) -P E iT 7 t STANDARD"TYPE A"SIGN BASE FROM NYSEOT ENGINEERING DIVISION'S APPROVED LIST T O STOP SIGN&STANDARD ACCESSIBLE PARKING SIGN MOUNTING POST Q) .00 0 TYPICAL SIGN AND POST 04 T T NOT TO SCALE Lu CD Z q i CD U) z cl w ofr z =0 < 0 03: w U) 'w LLz =�(D �w> ao> <z ZIR- LLJ w 20 C) < 0 L)-j T_ :Do L C) L R_=) c`O z < ui ui < NO. N/A DJS o LHECKED ev ECJ DITE OCTOBER 11,2022 -LE AS NOTED DRAVANG NO. C-1 0.8 LU R_ SEED MIX FOR TYPICAL GRASS LAWN AREAS BOTANICAL NAME COMMON NAME QUANTITY NOTES' DO NOT DAMAGE FESTUCA RURBRA VAR,BURSA CREEPING RED FESCUE 20 -FOR SIDEWALK OR PAVING INSTALLATIONS, OR CUT LEADER TRIFOLIUM REPELS DHRANA WHITE CLOVER 8 (4")360-PERFORATED SDR 35 PVC PIPES SHALL BE FILLED WITH THE SPECIFIED SOIL FASTEN TRUNK LOLIUM PERENNE PERENNIAL RYEGRASS 5 MIXTURE(SEE PLANTING NOTES)&MYCOR WITH TREE RING ORREINFORCED TREE SAVER SHALL BE ADDED TO SOIL RUBBER HOSE (As SPREAD (�12"DIA.BLACK) SEED MIX FOR STEEP SLOPES(1:4 OR GREATER) STATED IN PLANTING NOTES).PIPES SHALL co BE LEFT OPEN AT BOTH ENDS TO ALLOW BOTANICAL NAME COMMON NAME QUANTITY z ROOT GROWTH. DOUBLE 10 GA, 0 U) -VERIFY THAT TRUNK FLARE WAS NOT GALVANIZED WIRE PHALARIS ARUNDINACEA REED CANARYGRASS 40 0 BURIED PREVIOUSLY FROM GUYS TWISTED P- NURSFRYSOURCF. FESTUCA ARUNDINACEA TALL FESCUE 35 D_ -REMOVE ANY EXCESS SOIL ON TOP OF 2"DIA HARDWOOD EE ROOT POA PRATENSI'3 KENTUCKY BLUEGRASS 20 0 IF TRUNK WAS STAKES 2/3 TREE U) BALL NK FLARE BURIED. ITT,2 PER TREE TRIFOLIUM REPELS LU -PLANT TREE WITH TOP OF ROOT BALL < DURANA WHITE CLOVER 5 > EVEN WITH THE FINISHED GRADE.ALLOW FOR MULCH LAYER OVER SOIL. 3"SHREDDED FLAG ARBORTIE STRAPS WITH SURVEYOR HARDWOOD BARK TAPE TO PREVENT TRIPPING HAZARD. MULCH ARBORTIE TREE 3"SAUCER RIM STRAP(SEE DETAIL) ARBORTIE TREE STRAP o FINISHED GRADE (SEE DETAIL) TOP SOIL 3 2"X4"X24"PRESS TREATED r SAUCERMULCH STAKES-TOP OF STAKE 6" In ABOVE GROUND SPECIFIED PLANTING MIX C>F/l> LF T/" PREPARED WATER&TAMP TO T/ BACKFILL MIX,SEE REMOVE AIR POCKETS SPECIFICATIONR C>�/ TL X, T, UNDISTURBED T" ACE I E TTI /7 T X BALL DIA. t ARBORTIE TREE PLANTING EVERGREEN TREE PLANTING NOT TO SCALE NOT TO SCALE 3 I G Do F 5 SPECIFIED ARBORTIE GREEN(OR MITE) ARBORTIE STAKING AND GUYING MATERIAL(OR SPECIFIED : PRODUCT WITH EQUAL CHARACTERISTICS) HE T, SHALL BE FLAT WOVEN POLYPROPYLENE U) MATERIAL,3/4"(19.05MM)WIDE WITH 900 LB. FOLD ENDS OF ARBORTIE BREAK STRENGTH. ARBORTIE OR EQUAL BACK.SECURE TO STAKE SHALL BE FASTENED TO STAKES IN A MANNER WITH 1"GALVANIZED NAIL WHICH PERMITS TREE MOVEMENT AND OR USE A KNOT SUPPORTS THE TREE. J 2"X 2"HARDWOOD STAKES DRIVEN FIRMLY A I NIMUM OF E M 18"INTO THE SUBGRADF CD X 7,7 PRIOR TO BACKFILLING N ARBORTIE NAILED P 1 ARBORTIE TREE STRAP TO U)'C'D K�U��O K WITH 1'GALVANIZED NAIL U SE A KNOT (SEE DETAIL) STAKE E3 Ee4"MULCH TYPICAL STAKING INSTALLATION FORM SAUCER WITH 9 1 & TYPICAL GUYING 3 CONTINUOUS RIM--------1 0 1 7 IIIIIIII I INSTALLATION of d MIT C, FORM SAUCER WITH 'o � l F=_I GROUND (() STAN 3"CONTINUOUS RIM 4"MULCH P- Fl T ES -12 SPECIFIED PLANTING MIX I— IIIII III II WATER&TAMP TO REMOVE AIR FUUKIEIS TO FIRST BRANCHES SPECIFIED PLAN IINU 'T As NECESSARY FOR MIX. WATER&iAmF p Q) FIRM SUPPORT TO REMOVE AIR POCKETS 2 X BALL DIA. WIRE SHALL NOT TOUCH D OR RUB ADJACENT TRUNKS OR BRANCHES 0 T T MULTI-TRUNK TREE STAKING ARBORTIE SHRUB PLANTING NOT TO SCALE NOT TO SCALE NOT TO SCALE 0 z w ofr =0 0 i COULI o oz W LLZ > <o>: w <�-- �0 �- Z w Lu cai2 r-O< C) 0 T_ :Do F-LL P:LL 06 NO. N/A I URAwN BY DJS o LHECKED By ECJ EE DATE OCTOBER11,2022 DCALE AS NOTED DRAVAND NO. 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GR EGORY SHARP ARCHITECT,PC 145 PALISADE STPEET,SMITE 211 \, \ DOBB.S FE- \ t OFFICE 914 478 4170 CELL 917 597 1982 INFOIP[nSEDE\/ELa PNENT.CON V Project Developed By: ' Vivo HOSPITAL GROUP NATTITUCK HOTEL DEVELOPMENT LLC OWNERS REP. �/ rl m _ ~ .��.- DD BS I FER81 RY, STREET N Y EW YORK 10522 N RY 1^ I t� i ?► I .i Owner: 9025 MAIN ROAD LLC "1111011r - CARDINALE MANAGEMENT 10095 MAIN ROAD,UNIT 4 "RNt I, MATTITUCK,NY 11952 .* Irk t� A�y SYMBOLLEGEND r, See Detail � Door Number 1 Wall Type Elevation Ill 0.0"Elevation Target 0 i �Section Cut�.,, f� � � �• x 1 + �I. 1 I � � N Revision Window Number ;� ` "' -♦ + '� North Arrow: ;.+ t 1 r'�! 7 ' - :� t - L � �• 5. DRAWINGS AND SPCECIFICATIONS REPRESENTED AND OR 1 �'- .,.Z. `T J.,,r e �.� T -1�•� � y •V. INDICATED HEREBY ARE THE PROPERTY OF CASE irk DEVELOPMENT,AND ARE NOT TO BE USED,EITHER IN WHOLE 0 DR IN PART,FOR ANY OTHER PROJECTS OR PURPOSES,BY ,�7s. t♦a.•- v ,t ,+1 _ �` 441;1r 7 } 1 y ANYPARTIES OTHERT CASE DEVELOPMENT. PRIOR WRITTEN AUTHORIZATION FROM + eONTHACT,WITHOUT AN THOSE AUTHORIZED BY DRAWING INFORMATION \'to D.O.B.Na. FIAT -�. Anew hotel located in Mattituck, developed �` ._� � a r'!Y• MATTITUCK'S HOTEL _ 9025,Mattituck,New York 11952 PROJECT MATTITUCK HOTEL 9025 Main Road, ` Mattituck,NY 11952 RENDERING SEAL AND SIGNATURE'. DATE'. 10\3-22 S�pED A,90L PROJEGT N, MATTITUCK 2C22 �g OQ,Y C•ASF"Yr DRAWING BY'. S9�0 ,HKBY. tl 'D DWG No • _ f A-012.00 GADD No B-AN