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HomeMy WebLinkAbout1000-45.-1-2.1 �0 GJ h �0 0�G AMENDED SITE PLAN yvP V I CLIFF IDE RESORTS MIDDLE 1E p8) ROj IppUN� MAIN ROAD F OLD SITUATEZD) m IRI MAIN FOAD GREENPORT IP-OP-11 vP�O �P TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK y 07, v OWNER / APPLICANT BREEZY SOUND CORP. LOCAT00 ' MAP Jessup Avenue Quogue, NY 11959 \ , LONG ISLAND SOUND Dot 104 _ LIST OF DRAWINGS .N'].[ [x .bl l'1•F LL' YC N[[WYo•[ Waa' ['La•[ / nava n n bre ^ "• x wv[o [ 1 DIMENSIONAL PLAN 2 CONSTRUCTION PLAN 3 ROAD PROFILES & SITE DETAILS 4 LANDSCAPE PLAN SUBJECT PROPERTY ' 5 EROSION CONTROL PLAN s I `� \✓ / fODo-040-1-1 I I / I 6 SANITARY SEWER & WATER MAIN PLAN ' I I / 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS 1000-040-1-6 I SITE DATA SITE AREA 310,647 SF OR 7.13 ACRES \ d /\ \\ � TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01 , LOT 2.1 ROAD I ZONING RR—RESORT/RESIDENTIAL ,a.bY..•W ,[,.... (COUNTY ROUTE 48) _ � USE CONDOMINIUMS REQUIRED PROPOSED 90 I �\ FRONT YARD 35' MIN. 50' / I j 2 � SIDE YARD 15' MIN. 30' i i �/ mo0-045-z-m.a 1000-o45-z-z I I La aQO�l/ REAR YARD 35' MIN. 185't o I o OµEE �0� PLOT COVERAGE 25% MAX 8.14% / P oF� /� � I o I q� POEM OF / I ZONE HID I I 3 Jl�l �10"o PREV. APPROVAL AS AMENDED HAMLET DENSITY LANDSCAPE COVERAGE 25.9% 22.0% / ' I RESIDENTIAL I I 1000-045-2-1 (WITHIN SETBACKS) < / I I PAVED AREAS 16.08% 18.24% L - _ _ _ - - I (INCL. SIDEWALIKS & PARKING ) - � j4poprJ PARKING CALCULATIONS / I tJMOLG SOF PARKING REQUIIRED rG OF SG � GE '� CONDOMINIUMS 1 SPACE PER UNIT I LLA 69 UNITS-TOTAL REQUIRED 69 SPACES ff ADJACENT OWNERS AND ADDRESS PARKING PROVIDED 108 SPACES (INCL. 7 HANDICAP SPACES) G � 1000-040-01-001 1000-045-02-001 4"A/ �� ✓ERAD MOTEL CORP JOHN G SIOLAS & 21695 SOUND KEW AVENUE CATHERINE 7SOUNIS / SOUTHOLD NY 11971 190 CENTRAL DRIVE MA 7-777UCK NY 11952 1000-045-01-005 _ �V ROSE M McCANN .4ARN SMEON BY 07HE SOUND o 18 WTSDALLSON STREET P D BOX 2122 APPROVED BY 01 C! HAR75DALE NY 70530 NORTH ROAD O O GREENPORT NY 11944 W E E BANG � ORS PLANNING BOARD (q P 0 BOX 445 VILLAGE OF GREENPO 1� 3 GREENPORT NY 11944 VILLAGE OF O'RE£NPORT 236 3R0 STREET TOWN Of SOUTHOLD ' S GREENPORT NY 11944 — DATE 71Xa'/G _ - t KEY PLAN 71 "M TM0O DRAWINGS PREPARED BY � F �uL t o tom I 1 Sauihold lawn ' Barrett, Bonacci P„xx, Boad & VanWeele, P.C. EOF,Y ,. CIVIL ENGINEERS/SURVEYORS/PLANNERS m4 0 175A Commerce Drive, Hauppauge, NY 11788 r TEL 631/435-1111 FAX 631/435-1022 www.bbvpc com FEB. 28, 2007 APR 27, 2007 PROJECT No. A000446 MATRIX KM VIEW �-�- _ N 311.65, ' E LONG ISLAND SOUND — N 34ro123• _ 33,x• E N 2316'20' E N 2802'10' E i 52.00' N 22 36'2' E N 2 53.26' F N 24 7.85' E N 220.881 • E. 34.04' 60.22' 33.26' 67.86' 20.88' I}PI,OpMAIF WART YN� 8" 0000 K Dtaww MAJ Jw! ♦ / IDMAI+w aatsrAJ.ewava'l J[/SAaC �rz aropwr er sevmm ` ` _' ` ,,, r�ArKwOEf➢J ,� 40011 ` / A•OA, D1'AJINr MMa NO ANSS STiIRNMY � +Mar ` AZMP,tI�FD wwr vi'urn m GG) JyIW � ��Amro s (A4 AlMMN•D wY wE IDNN IAIR]QS•GY I/AEDM) PAIEEF ro 33330 MMA' XY Iwr uMwwM.NEFD AO]fA• / L�� I A�MK MEF Fiallan MEPIa4.S / L L B 716 DNIT •Be — ^ ar MEEF IIA4ENMDMD ALDE4' / MM ME Mwl111M IRIwD3S „ L LAND NOW OR FORMERLY OF E E BANG h DRS LAND NOW OR FORMERLY OF \ f I II A G qr XNAO MOTEL CORP. i UNyy. C" J _ 1 .15 Ilk411 { J 1 h xam' canEie lo• + ro. i a y t�,Aa` t .Ni,ti,, Md dOffDI MNS yryAIX 8 " :.:rj TAM' ^ CURB ryJs,�9" �M a 2:11 Taro', 8 / / •' /IAXUWAeO YMIO Cf IIIFM MEIVNEWPn ❑T • J tl oaxeARY ON./11/.1 CY YII j, J9,el CCOLWILLRN G' a ��R, a *8• {9i /4 wsaa• LAND NOW OR FORMERLY OF / \ $m Q(�QO lb0 Mara / RnsF M. sTFwART /� W/G IJP i "•PAro wear LIGHTING SPECIFICATIONS ro OMMwwq IE / +aa• MmsxulrPAOFFnuF / — , ❑ POLE-MOUNTED 577E L/GHPNG.• lA ECR/RAL OUTDOOR LIGHTING KAS 1META © KAS 75W METAL HALIDE BUILDINCa "E^ •9��r,�� \ WALL-MOUNTED LIGHTING.• LJTHONIA DECORA77VE WALL-PAKS tp UNITS WG/WP 28W FLUORESCENT F/X7URES yw\ °"+. / �. meq+• � C� � aa• � ......:':::::::...:(':. r� .. .. � � GENERAL NOTES ............... y a\, l>aKare aDsaF " �::'�.•..".."..•.......'...".. 'T 1. ALL METHODS OF CONSTRUCTION SHALL CONFORM 7D THE APPLICABLE STANDARDS AND z SPECIACA O THE TIH O PUBLICLD, SUFFOLK COUNTY HEALTH DEPT., 71 rJ•M. SUFFOLK COUNTY DEPARTMENT OF PUBLIC fN7RKS IL '`� \ 3•/ rr i +aQ" 2. TRAFFIC SIGNS AND STRIPING SHALL CONFORM 70 THE APPLICASUF PROMTONS OF THE 11. .......... .... \ N.YS MANUAL OF UNIFORM TRAFFIC CON7RlK DENCES: $ am• Po+ \ ® \ AM / nor 12 $ Pn so sD m \roe, J. LIGHRNG SHALL PROMDE A MINIMUM OF 0.50 LUMENS PER SQUARE FOOT. RVURES A� ` `� Acrsaez m SHALL BE SWELDED To PREVENT SPILLOwR 70 ADJACENT PROPER7TE3 asro'MFaowr �° Pn naso 8 $ � e It SEE ARCHITECTURAL ORA{41NG5 FOR ADDITIONAL 5/7F/BU/LO/NG DETAILS A ° tea,, c (CONCRETE PADS, ETC) 5. ADDIOCNAL HANDICAP PARKING TO BE PROMDED IN ACCORDANCE WTH BUILD/NG \ \ P411996 ACF MW.ss CODE REOUIREMEN75 /N EFFECT AT THE RME OF CONS7RUC7101v lF DIRECTED BY THE maw- m Maar —•—� PLANNING BOARD. 6. PAVED AREA REDUCED BY 1,000 SF mm, 144%82. pro. S 19, 39 KE 166.12 LEGEND PROPOSED EXISTING \ S 242'49'_ 27.641JwwAarowNMG'AeIAFrJErtMIA.rTM¢WF[ww GGamYC wGMasFFAroaS CURB m CONCRETE WALKWAY r ------------------ CHAIN LINK FENCE —x—x— N :opo^nlre x (10 x20 G SPACES.1.LHI 10 — ® PARKING SPACES 10 SITE LIGHTING o-8 w�ae m aaED anwwavr NORTH ROAD (C.R. 48)iwma INN MISS RIG __. TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 (MIDDLE ROAD) APPROVED BY REVISIONS PLANNING BOARD 4/30/07 RELOCATEPKG Barrett, Bonacci TOWN OF SOUTHOLD Q 6/08/07 PKG REMSIONS & VanWeele, P.C. DATE ,//-:2- /G c,d.azc.>✓i-oc�- CIVIL ENGINEERS/SURVEYORS/PLANNERS 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT yt�TE OF y� GREENPORT GRAPHIC SCALE E�w P h OWN OF SOUTHOLD SUFFOLK COUNTY NY aD 0 to w w tx SHEET REVISED 1 RENSYLYJS INCLUDED REDTUC7JOTJ /N PARK/NG SPALL'"DIMENSILYJS/RELOCA710N PARKING A DIMENSIONAL 1 ( IN FEET ) ALLWG THE EASTERL YPERII PIlRODERTY UNE OF A00/T7dJAL LANDSCAPING Ss/ONALEr� OF 1 Inch = 80 /wD0041 PLAN AND ID REDUCE PAVEME.TJT AREA BY 1,000 SF. AL IE LICED OF MIS SSONAENi,EI W RY 7 A LICENSED WN SEIONAL ENCINEFfl IN ALLCRDANLA MIN AW11ON)309 OF NYS EOUCA➢INJ LAW, IS ILLEGAL DEBIDNEO BY IRA'NJ BY CHECKED BYBATE SCALE PROJECT N0. ✓E/SF/YYMV JE/SF/SS �(j FEB. 26, 2007 1" = 30' A000446 LM: DIM VIEW: DIM-30 1 OF 7 DRAINAGE CALCULATIONS DRAINAGE STRUOTURE SCHEDULE DRAINAGE BASED ON A 8' STORM S'IFIUCT. SIRUCT. TYPE RIM TOP OF BOT OF EFFEOTVE INVERT 12'0 DRYWELLS USED WITH A CAPACITY OF 100.87 OF PER VF NO• RINGS RINGS DEPTH ELEVATION A-1 12' DIA DRY'I W/ CURB INLET TO 46.47 42.03 24.65 IV 40.59 DRAINAGE SYSTEM A A-2 12' DIA DRYYI W/ CURB INLET TO 47.70 44,07 26.67 Is' 40.21 DIM S) ROOF 2,628 SF % 6/12' X IOOX - 1,314.0 OF A-3 17 DIA DRYNELL W/ MH COVER 40.00 44.67 26.67 IV 39.56 (N), 39.00 (W) PAVEMENT 16,457 SF X 6/12' X 100% - 6,226.5 OF A-4 12' CIA DRYWELL AND WICK 45.75 43.40 24.46 1a' 39.00 (E, BE. 14111)WALT( 1,240 SF X 6/12' X 100% - 620.0 CF LANDSCAPE 8.057 SF X 6/12' X 15X - 604.3 OF A-5 12' DIA DRYWELL W/ CURB INLET TC 45.16 42.87 24.57 16' 10.55 10,766.8 CF A-8 12' CIA DRYWELL W/ CURB INLET TC 44.30 4201 24.01 10' 30.72 10,766.8 CF 100.87 - 106.74 VF REO-D. B-1 12' DIA DI W/ CURB INLET TC 43.00 41.31 20.31 IV 36oa USE 6-12'0 O 18' DEEP B-2 12' DIA DRYWELL W/ INLET 43.30 41.02 20.02 10' 36.46 (S), 36.00 (NW) 106 VF PROVIDED 9-3 12' DIA DRVI W/ INLET 41.00 35.33 2233 16' 35.00 (SE, NW) 8-4 12' DIA DRYWIIL AND WICK 41.70 39.00 WIGS 16' 30.00 DRAINAGE SYSTEM 8 C-1 12' DIA DRYWELL W/ CURB INLET TO 4a46 37.71 19.71 18' 35.42 33 C-2 12' DIA DRYWELL W/ INLET 40.10 37.aO 19.a0 16' 31L17 (SW. NE) ROOF 6.735 SF X 6/12' X 10OX - 3,3 .5 'OF C-3 12CIA DRYWELL AND NICK 42.25 37a0 17So 2w . PAVEMENT 2,629 SF X 6/12' X 100% - 1CF 90 (N) 35.17 (SW) 59014.5 'BSv WALK 1,181 SFX 6/12' X 100% - 590.5 CF c-L 12' CIA ORYNELL W/ INLET 37.60 30.90 17.90 10' 33.90 LANDSCAPE 12.608 SF % 6/12' X 5XX - 119.3 OF DECK 1.590 SF X 611X X 15% = 119.3 CF o-t 12' DIA DRYWELL AND WICK 37.10 34.01 14.01 20' 30.10 6.352.4 OF D-2 12' VIA DRYNELL W/ MH COVER 38.58 35.73 15.73 20' WAS 6,352.4 CF _ 100.87 - 63.0 VF REDD. D-3 12' CIA DRYWELL W/ CURB INLET TC 37.30 34.77 IC77 20' 30.15 USE 4-12'0 O 16' DEEP D-4 12' DIA DRYWELL W/ MH COVER 37.80 35.13 15.13 20' 30.15 64 VF PROVIDED D-5 12' DIA DRYWELL W/ MH COVER 38.75 36.09 15.00 20' 30.15 DRAINAGE SYSTEM C 0-0 12' DIA CRYWELL W/ MH COVER 10.73 30.00 18.06 20' 30.10 (W), 32.50 (S), 36.05 (E) D-7 12' CIA DRYWELL W/ CURB INLET 37.29 34.53 14,83 20 32.50 ROOF 5,590 SF X 6/12' X IOOX - 2.795.0 OF D-a 12' DIA ORYWELL W/ MH COVER 37.75 35.13 15.13 20' 32.50 PAVEMENT 081 SF X 6/12' X 100% - 2.330.5 OF D-9 12• CIA DRYWELL W/ MH COVER MOO 35.17 15.17 20' 32.50 WALK 1.470 SF X 6/12' X 100X = 735.0 OF LANDSCAPE 20,672 SF X 6/12' % 15X - 1.550.4 CF D-10 1Y DIA DRYWELL W/ MH COVER 44.00 41.33 21.33 20' 1 39.58 7,410.9 OF D-11 12' DIA DRYWELL W/ CURB INLET TC K.a3 45.75 28.76 20' 44.76 _ 7.410.9 CF _ 100.87 - 73.5 VF RED D. K-1 12' VIA ORYWELL W/ INLET 31.06 25.68 =Se w - _ USE 3-12'0 O 18' DEEP !RG -1 12' DIA DRYNSLL W/ INLET 32.70 MISS 21.05 9' 28.05 1-12'0 O 20' DEEP N 34'34'32" E 74 VF PROVIDED RO-2 12' DIA ORYWELL W/ MH COVER 3200 30.10 21.10 94, 254,0 11.85 LONG ISLAND SOUND NOTE: ADDITIONAL FOUNDATION NI D WICK AND PA TON BASINS TIER LEGEND) ` DRAINAGE SYSTEM D PROVIDED. FOUNOATON DRAINS - NOT PART OF STORM DDRAINAGE C ULATONS. �- + N 34101 Z3. ROOF 11.730 SF x 6/12 x 100X - 5,865 CF ''_ 53,x• E N 2310'20' E N 20"1 E N 22.30'20' E N 22.35.49' E N 2425'20' E N 2915'52' PAVEMENT 25,848 SF K 6/12 x 100% = 12.924 OF 02.90' E WALK 1,826 SF x 6/12 x 1009 - 913 OF 54.04' 03.20• 57.05' 20.08' LANDSCAPE 31.709 SF x 6/12 x 15X - 2,378 CF 100 22' 22,080 CF - - - - - - - - _ _ ~_ ,,;{�� ArmonuAa wnm,W4K _ 22,080 CF / 100.67 CF = 219 VF - - - - - - - _ �-- + + USE 11 - 12' 0 O 20' DEEP - -_- - - _ - - .- - - - __ _� _ _ -. _ - •` ., -T+- 220VFPROVIDED � _� - _ - - _ - - - - - _- - - - - _ _ _ 8� DRAINAGE SYSTEM K _ _ -_ - 74� \\�_� _ _ \ - - LANDSCAPE 7,880 SF X 6/12' X 15X - 589.5 CFp2O�s 569.5 CF. - 100.87 - 5.8 VF REO'D. ` = _� _ - - -'-_ 2 = =_ - _ ---_ �/~ _ _ - ^ - _ USE 1-F. - O6' DEEP a7a588.5 OF T _` -- - - - - 3p 86�\ \ \ \\ ' \ - \ _ � / \ _ _ ` J= - - _- O / \ .� _ -10 -32. \ \\ \ i \ / i - 1 4 - \ - \ / / / \ \ �12- 6 VF PROVIDED - _ - - -34- \\ \ \ �\ \ �= - _ _ \ / r \ / / _ L i - - _�.- - \ \ % % / / \ \ \ \ \ ` _ = -14- - 0000 / / / / / / / / - / K ran9al•ruxuo Era \ \ \\ ` -'y \ \`�\ \ �'/ / \ \ _'�'J _� / / / \ \ l •�" \ �-. - l ( �� \ �\ \ \ -2o- - ROOF 2o- - / wroxx aY mass OrnwW MAIACa \ \ \ \ /- \ �- / // \ \ / / \ \ \ -22- - ARSI ROOFDRAIN RD-1 dt RD-2 / / / / - - I \ - aa F3aM29 \ \� \ \ \�\ � \ � / / 1/ P� _ 1I \ \ \ \ - / 111 l 2,446 SF X 6/12' X 100X - 1,223.0 CF ,-.A , / / \ \ \ \ / \\ / / ,x. \ \ ._ / / / / I iPe \ \ _ -26�LE('�],� DUSTNO PROPOSED LANDSCAPE 8,202 SF % 6/12 % 15% = 465.2 CF \ \ \\ \ \ \ \ NNOTLM128- 1,668.2 CF / / } ` \ ` ) / �' USE 2 2' - 10 0 9' DE = 18.7 VF REVD. .- - , / / / "o \ \ \ \ \ / \ / _ \ 2y� ` \\ \,- \ \ / �/ - CURB USE 2- EP 18 VF PROVIDED - - e \ \ \ \ \ \ �"'+. \n- L� \ \ 2s \ `- \ / SIDEWALK S /G, 4,,6 Am35xCZMmrMlwr!" \ \ \ �/ l l l / - - - - - ' -J? bh^O 1 ,,.I/ J �jA�i•ar3a \ \ n�rr.�irrro`J �\ �\ ,a. ' /l / / / - / PAVEMENT �.-.�•^ / +aw \ /\+ ,., \ // \ 1. / / / 32� \ \ \ \ \\ '� / ' l / DRYWELL W/ INLET w / / / Alp L / _ _ - ' - + � ` \\ \ / -� \ L DRYWELL W/ MANHOLE COVER O LBUILDIN r rs f \ \\_ \ aEA�IfD . L 7$ + I- # / 1 ,... \ ^ +,,.t 78 .. +,¢, / ,¢+ +4°. -FF 44.43-., I �� \ 1 \ ' / / ,,• DRYWELL W/ CURB INLET O o• O 4)lF•Deaf x,+' - - - / _ _ - / .¢t Ay EXISTING fOyybA7y NS FOR BUILDINGS B & C DTI kk `� TO° E\REMOVED I DRYWELL W/ FLAT GRATE INLET O '+L �u w DW K J DRYWELL AND WICK W MANHOLE COVER 44.7 *SILTATION BASIN 58 MANHOLE � U \ ..1,�., ,. "�•`�=:. ` .:r'S�,:'' .' :c':. .•;';c:'.:' .. . " � + � A � 4�a3 /� / / CATCH BASIN \ � •� �w+,4 % �p_ V,.�Y,_ . :: / ... . ..::'::.. � yr � W ;. .{jeo �� \ \ Pw Tsar + y2\ +' I I \ 38 , STORM DRAIN D 52 F DRAIN Lr '.vx x I \ \ m 47 / L sa. �' ; +�++ ROOF RD � SANITARY SEWER 5 ,., •, o-1 $ t' m n \ c '!rn,i'i „i" ;.,;ti�i/•"fR, ;1611+ \ / + \ x 1 Sr \ \ ^�'� •aau ' �� ! � / \ \ FORCE MAIN FM- • So _ W \ \ \ \ WATER MAIN/SERVICE -W VS-UTILITY POLE + STREET/TRAFFIC SIGN -^-' \ res m4ea2 w A` W �4 CLEANOUT `. ./ / r 't• J} man s\ J7.54 YF \ / O \ \ \ \ITI L \ / WATER VALVE / h / / \ uG � 1 I � 3 • y \ � I� DD,.,\ � � \ , . vR rQ' � \ \ d / �, / THRUST BLOCK � HYDRANT wr a-wTuw XO•\ / / / / / ms2w O-! \ \! / / a7nr ^Q'\ \ \ OVERHEAD WIRES -o"b " FENCE X X- / / �. /wnArtArs(SFE EIEI I . , ?s/)y. O+ - - �i0 r \ $ ` •IO / / \ ( l \ �/ / CONTOUR 65 65- SPOT .. SP T GRADE sae} " +s�o0 \ / / ry . .;::.:::........ :.:i. I ❑r " - - - _ \ :; \ T O 3 ie 6250 T- ... ... ........ r +,°,, @ UIL ua/ � / / ; 40 �, OP/BOT CURB GRADE T/-�`r'ia HLrsT.c9\ .............. :... .... . ........ / . ................. � tTPJ / ii '� 6 \ \ 6 DING "E" *,.. L / (-� / / � . ¢ FLOW ARROW \y / NEr 91.4)4,' ..•..••.:6 IFIeIY .. ., is :':' \ 12 U3? -_ TIMBER RETAINING WALL �- _30- - - - / i::........ k - ..... . .............:............... ....... ;, 50 - ` � SITE LIGHTING 44 kp SWALE +"° + / PIC SHEET*SILTATION BASINS TO BE 0' DIA. DRYWELLS (SEE DETAIL. +"'" \ / / / �/ / e•(OTJ� (r'P. Er,11 i�rla ARE y0 "`' 'r''' 0Is. SHEET 7 FOR INSTALLATION INFORMATION) rrAtc sml I I mI'!" -1 8 \ / + 4611{ \ \ +\ \ 11.14+ 3. 411My , , I , -, e / / , 1{ \ \ \ CONSTRUCTION NOTES 1 + +,,,•, \^r / I >8 I > \ \ 1. ALL MA 7ER/ALS AND MEMODS Lir COVSMUCII SHALL CLWFORM 70 INE STANDARDS AND SPECOCA77OVS �3n/ \ \ B 48 \ 1 r 8 a I / \ OF THE R)W CV'SWINOW,, INE SUFFOLK COUNTY DEPAR7USVIS OF REAL 7H AND PUBLIC WORKS: ,. \ / -1 50 c 11 \ \ AS APPLYCABL£. 1I, \,�_ _°. \ / ^r 2. i. / +n1 uc I ec M.O \ 4,�r^yA4K MB//KW�L1E11T9 r�r� ' r�r� n.. +-ire=' -r_r'-r_r_r'x_ _ • ) r �` \ � NN DV THE PUN /S BASED t2'J NSYBLF gEZD END£NCE AND A✓AIUBLE RECdIDS URUTY lNFL4PA/AR17N SHO 1111. � + \ (15:'nTra69 wEwalmv � .., x r " �+ „ \ THE LYMIRAC70R SHALL F7E7IJ 1k74/FY INE LOCA RIX✓ OF ALL URLIRES PRlLi4 70 COMMENCING 80RK. CARE / '°' rte ^ \ \ SHALL BE TAKEN NOT TO DISTURB EMSRNO URLIRES AND RSERVICEEMOVAL OF ARAN OV E(LIP Pdt SER 7HEFEEJF \\ s,x, +,,•• / - / i +,., \«�_- \ \ / 1 + i rewmx G'P4RLwNr I \\ r,r` ` 1/ / noes +- _v_ _° \ \ 70 REMAIN. THE CLW7RAC70R IS RE3PpVSBL£FEN! THE REMOVAL ABANDONED URLITY SERNCE +"• a�1a691O.�'wAL, mie°ir iAbp cw� y, �r mrecwiNo r� ! m sane UrQ CONNEC7701I AND INSTALU 77ON OF NEW SERVICE CONNEOPONS AND SHALL COORDIVA7E WORK WIN i / AN e9r Wa a-r + I \ T� IME APPROzRIA IF U7ILITY COMPANY. rs + 3 ALL PAIEMENT 70 BE REMOVED 57/ALL BE SANCUT ,°. ` n n ARa4a9D 1978 MIR. /j / lox A +'a" ' \ "„' � A I \ \ -11 / -� S 19'33 39 W 1372 I / 4. 7HE COVIRACIII SHALL EMPLOY APPROGRIA7E MAINTENANCE AND PROIECApV OF TRAFFIC MEASURES 1�=A A A I \ TT C2 \ / DURING CONSIRUCApV. / 'Fam / '" „N ARL•. eu•V ° °x ��°ry , . • W�7ri4'. .- _ - .-^ ~TA A A` -� ti� A_.A..°�'� A I A✓ A A A A A I �' BC SLee S DEER/5 SHALL NOT BE BURIED GW 7H£ SUB,AECT Sl7F. ALL UNS(//TABLE MA7ERlAL AND DEBRIS 57/ALL BE \," i•✓ gyp- ,, + /® \ _ -, -50- +4 DISPOSED Lir/N ACCORDANCE WIN ALL LOCAL 701 COUNTY• STATE AND FEDERAL LAWS AND APPLICABLE \ / 4 / 41- p / +4w L w }.°... ,v %.A• w } �.�n un DGbES / / d Zvi aa' 9C 52w _w +", / / d ,,..✓ w •,, h +,^, (L'+ >. / 6. ALL CONNEC7ING DRAINAGE PIPING SHALL BE JI RLP UNLESS 07HERWSE SHOW ON 7HE PUN. _a �� •• 1„w / / +°''" \ +"'° ,1BBr roLra9 Ew+nKerD1'14,w +°'°° / +'"°' // 7. SEF SERA RA IF PUNS F6R SANITARY SERER AND MA IER SUPPLY DETAILS As 3 NE1lD A 0AL R II aaYAm• KM w warE Ac AIR xae / S WA lER MAIN TAPS e,,, w9wA.9rrnA'Tz�wTrSaw +e:4. / °, . / ® (INCYUOINC ME7ER REOUIREMENM TAPPING FEE'.% ETC) TO BE 0001-MINA ZED KITH 7HE _.,_� ,.,. / +•i1 / x,01 +•°" ' +„ • /+ °, - - - .� - - --I " 3 / SUFFLY/C Cd/NTY WA IER AU7NL44/TY. "" ¢„° ,_•, e'' ¢. °„ °x M °„ /°x 9. SEF SEPARA7E LANDSCAPE PUN FOR /NF04MA77ON ON TREES 70 BE RETAINED AND AD9177LWAL LANDSCAPE IREA7MENT. 41- + - VAA ,,,,, 1O. 7HE COIN7RACFOR SHALL COORDINAX W7H INE APPRQWA7E MISPHI COMPANY FIM7NE PRDPOSFD + NORTH ROAD (O.R. 48) Mm'r Lcsra745wA m1 TELEPHONE SER VICE CCNNECRLW LOCA PON AND DEZERM/NARLW OF INS TALU RLYV RE3PLV✓S7BlL/RES Ra19 ArealaarAr nva (MIDDLE ROAD) TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 REVISIONS Barrett, Bonacci & VanWeele, P.C. � APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD CIViL ENGINEERS/SURVEYORS/PLANNERS DATE 175A Commerce Drive, Hauppauge, NY 11788 7 /- 7 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for CLIFFSIDE RESORT ytp1E OP4 .KEVIN P GREENPORT ^yI y TOWN OF SOUTHOLD SUFFOLK COUNTY NY x REVISED SHEET `s3 NA�� GRADING, DRAINAGE 2 GRAPHIC SCALE & UTILITY PLAN OF 30 0 16 30 e0 120 ALWBRON OF MIS N fP B A LICENSED WNA?OSECTION ENGINEER IN ACCORDANCE IMM AW, IS 11109 OF N)S EOUCAiIaV LAW, IS IIIECAL ® xo°° e.e.v..Aa ( IN FEET ) 10MEI BY I DRAWN BY CNEGIED BY DATE SME PROJECT NO. 1. inch = 80 It JE/SF/WMV ✓E/5F/SS (� FEB. 26r 2007 1--30 A000446 LM: CONST r� VIEW. CONST \ I /n W 10000„fi\fiwgUY00,A6iR9.tlwq,fill9/E W]11 ASISI•M.IVwdIQLw 105fi HIGH PONT ELEV 51.46 HIGH PCNr STA - 0+00 PN STA - 0+00 Plf STA - 0+50 PN ELEV- 51.65 PW ELEV= 50.90 A.D. _ -J00 A.D. _ -1.28 K = 16.67 K = 39.01 50.00' VC Sapp' VC PN STA - 8+29 60 PN ELEV- 49,96 A.D. - -4.84 K - 1032 5Q00' lx 60 n N m m ss � h �i h y srAa 6+71-03 � I NLZEV= .YAW/ A.D. - ,158 i 50 EWSANG DE LO PCNNr ELEV - 37.54 K - 13.97 LO PONT STA - 5+ .19 5OG0' VL' I \ PN ELEV- J7.25 PROP. NEW GRADE OF MIDDLE ROAD \ 50 SEF COUNTY A SUFFOLK DPW A.D. - 4.80 / GRaEc AND AL/GHMENT PLAN --L K - !0.4! ^a PRO,A�CT Na 5518 � q 50.00' VC 55 55 / SO 45 b b �O / NN PROPOSED GR DE ^ meq++ 4.5 50 50 � VA GU LJA o ZDKr 2.77 40 m 45 O 45 35 15 DATUM ELEV 40.00 DATUM ALEV 50-100 IIIIII b b N 0+00 � D+aD 1+00 z+ao 3+00 4+00 5+00 6100 7+00 ENTRANCE 8+00 9+00 ROAD SCALE: 1'=40' HCTZ. MAIN ROADWAY 1'=4' VERT. SCALE: 1':'=40 HORZ. 14' VERT. 111111 III � � � b hl COARSE BRODW RIV19V CG4NAUCAL4v dawr EVERY 4' - PLAN EXPANSION ✓CNr SEE DETAIL AEVERY 20' - SEE DETAIL $' 4'POURED CONCREIE 6' GRANULAR MA7ERIAL PRE-MOULDED (BANK RUN SAND & GRA VEL) BITUMINOUS rJCNT RUIST 114'RADIUS �` Q' 1/2' jll 12'-0' 12'-0' 20_0. . •' _— CONCRETE CURB FOR LOCAAOV AND ELIEV4, N VARIES SEE DETAIL OF CENTE7RUN& SEE PLAN AND SEE PLAN VAlRE5 .. 'e 1/4'/FT PROFILE PARIOV0 AREA WI SEE PLAN 2 z oar _mm - -1I 6. i DETAI 'A' DETAIL 'B' 1 1/2'N.Y,S D.O r ITEM 40,116 AC rYPE 6 TOP COURSE J !/2'N.Y.s Dp,r. ITEM 4ax1J AC TYPE: 3 BINDER COURSE SAIfLY/T EA: PANT ALL CONCRETE SHALL BE AIR ENTRAINED, 4000 PSI 1-1/2' r TYPE 6F HEARING CORSE 6' STABILIZED BASE COURSE 9' 2-1/2'N.XS rME / @A.SE COURSE APPROVED CWPA07ED SUBCRADE Cava LYAR@ � 6' GRANULAR SUB BASE ((95R DRY GENSl7y) CONCRETE SIDEWALK �O`PAVr.. N 7:S TYPICAL ROADWAY SECTION CONCRETE CURB PAVEMENT RESTORATION DETAIL N SS NORTH ROAD N.rs SIDEWALK 10.+ (OHERE APPLICABLE) 4'X 8'X 12' GRANITE @LOCK CURB, MORTAR BE73WEN BLOCKS PROVIDE EAPANSIOv JCNT 20' a N0zM 6'x 8'x B=0'G:!AOMAN 1. ALL nMBER TO BE 6'x 8' OCA 7REA7ED (O 40 LB RETENnON) Sb711HERN YELLOW PINE. 2 HEADERS AND STRETCHERS 70 BE SECURED W7N • i' }I i;' 10' GAL VANIM SLAKES DRIVEN VERACALLY WIN \ SEE ROADWAY SECAON DETAIL FCR `\ , �+. 4,10" `GRANULAR f'MIN. PLNE7RAALW FRONT AND REAR. THREE(3) PAVEMENT CONSIRUCADN INFORMAPO/N BACKFILL SPIKES FOR EACH FRONr STRETCHER AND HEADER. MATER.AL J CU-W60dd G LVAN12ED NA144 2 PER HEADER N. 4 ALL FIELD CUTS SHALL RECA7VE THREE BRUSH '. :+, COA 7S � 7REA ANG SIXUACN, ; 'A. p, TOP OF 8'x a'STRETCHER TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2,1 AN BLACKREVISIONS 4'HNHNKFE NNYL Barrett Bonacci ° • 6'x 8' CHAIN LINK FENCE x 4'-O'HEADER (TYPJ cavc. WALK OR APPROVED BY S7REICHER PLAN & VanWeele P. x 8'x 8'-0'S7RE7CHER (7YP.J C. PLANNING BOARD 3 aArrER 1/t r EA - 3 No7Es I -' TOWN OF SOUTHOLD _ DATE a 4_0. 4 p CIV]LENGINEERS/SURVEYORS/PLANNERS 4,000 PSI CONCRETE, MONOLITHIC A CURB SHALL BE SET TRUE TO LINE AND �y MAX MAX DE'gOMAN POUR BETNEFN JLNN75 ",'RADE WD PARR CONLRE7E R NNDAnLW �. FINISHED _ IDSA Commerce Drive, Hauppauge, NY11788ERS m PROHAL FIRM uN�FOTM BEARING. GRADE TEL 6Comm Commerce FAX 631/435-1022 .2. CURB SHALL 7RANSlAON 7D 6'REVEAL W W W.bbVpC.COTR AT CATCH BASINS 20't RLE 7W OW raw.SES "� SIDE �'" Amended Site Plan for Z W MADE BELOW GRADE CLIFFSIDE RESORT MOUNTABLE GRANITE BLOCK CURB N.T.S. TIMBER RETAINING WALL gt P A3REEcNPORT N.T.is. '$ � TOWN OF SOUTHOLD SUFFOLK COUNTY NY S xo '0 SHEET ROAD PROFILES 3 AND SITE DETAILS 01 A LICE Atrtxnnav of was oacuMENr, fxcmr er NSED Eaa�Fssmxu 7209 frr ix ncca EDUCAANX xm AW, IS I ffGA of Na DET faUCAnav UW, IS ILffCAL ' VIEW: DETAIL 3 of ® xwo e ���,reowmwwo�nnowaASFS°wg,x/IQoo»',xsa.Ati,,�uweuq�smso BESIGNEU BY BRAYM BY . CNECNED BY BATE JE ✓f moi,. SCS P=000446 '%�^' FEB. 26, 2007 AS SHOWN \ I I / � _ I N 3 11 2" E LONG ISLAND SOUND —� N ` 4'01'23•, 4" DEEP SHREDDED BARK _ 53.44• E N 23'16'20" E E MULCH N 28'02'10" 52.90' N 22'38'26" E N 22'35'49' E N 24'25'20' E N 29'15'5 54.04' 50.22' 53.26' 57.85' 20.68?rr E b" SAUCER $HV —_—_— — — — _ — — — — — -- — — _ _ FFRU R.a wA a REMOVE TOP 1/3 OF BURLAP _ /L� `_ — — — — — — -- — ==__ — — — — — 1,,2, - AND ALL WIRE AND TER _ _ _ _ _ _ _ _ _ 1" BIODEGRADABLE MATERIALS L BACKFILL - MIN. OF — — — —_ � z0 1 \ \ \ ` � ^ \ \ ' I \ � — — — — %rih'. :�' >M"•-r•7_z- TOPSOIL _- � - --—_—_----------_--------_ ��� --- —---�--�L�z-_-224z�� \��\��\\� ��'�� � �� —� � —��_—------ \ I / /////��-- --_--__ : •. ID .air. Il- 50% OF SOIL TAKEN HOLE � — — — — -- •-320. '�\ \ 't / _ ____��oti ES BALL DI COMPACTED 501L PEDESTAL _��: — —3�� \ '\ '\ `` _ � \ \ // \ ./' \ / / � � Y — tel _ \ \ \ — �� \ L 2TIM� —� // / // // / : ;• ' . ... \., \ \ . ���\ ��\ / '�\ 2/f AREA TO BE PLANTED AS FOLLOWS. MEMORIAL ROSE }{i'4" POTS SPA AT�' O,G. — — / : '•..,''l;, ':; '::;.. ' " ...., ,.•.,., \ \ \ \ \ ` / - \ _ SHRUB FLANT I NG DETAIL HALLS HON9) Se LE - 21/4" P PAG AT 2"O.G. \" �' AR�AV'O f y7;4jM N+P�NRAL f�N6�UNDLS.'fldl®ED� / / \\ \\ /r/r / \ �\ RWOSAROSE - 6" POTS DATJS O.G. / Lr, ..' ' , '.: ,`,• „ ' ': .�.: " " '� \ .\�\ \ \ \ \ \\ _ nGI \ \ _ \ / " > / \ AREA TO N / / I ..,.I \ \ \ \ ✓ \ i -'c / ANDyI S. EEM TUR _ —BAYBERRY - 6' POTS GED O.G. � \... ' .,. \'�, � .�' 5 ' SETBACK FROM BLUFF / . I SEED .,.\•' 7 / Y / 3p...'., '.., ' \ � � /I / / / ,.l,Yp` i.•1'i }�:f`fY'��e'a., ns`:"l:Yi e,:., `:ir!.•I'n°! . ... I � / I\y" ,...f .�' \ \ I / / / / T IIt / n + � a,.q . .S'M v,,. � ;,.ra!�w'i .rgf:ar;°,Sw,2;.Y:8�y,,+.., \/ / . +;' : / / �• -\ PAVERS TO BO RD WAL / / 1 / :'•1'y,i Jli'+ ::11.'fe+'x.., ..a :e'ii'V'a..•ti;'•�;'e1:8:,vI:p,M.^r,A,,,S.,., \ / / / �t K I / ,b t :�^" ::.y;'�:-. • ,r`.i s:x r..l�:+( . .J^r,.it;' : \ / . L \ I / H.Cpn , H ,R.,".. •.i S'Sr r1'Yn.Y,,•JA., i•F,+ , .. VF1ru 50' SETS CK FROM B IFF - I REINF. RUBBER HOSE ' \ 12 GA. WIRE TWISTED AND LEFT 1•wrA>rMCEG `/l G �1 r \\ /:.: LOOSE `y.i \, \..... ati y, � J eua.o� . . `�� 16 uN1Ts •�''-',: ' \ \ / I / 2 CEDAR STAKES - DRIVE AT -EA 1 �9- S + a ,4r \ \ \- \ \ / / JI / 12-GV I Ua I, +, + 1 \ ) �'\ -` \ / _ ANGLE AND DRAW VERTICAL 5-Ie i : . ) / — 4" DEEP SHREDDED BARK f IG g_ / nr, :q 1::.. / iD MULCH / ILS . x u�y"�" w, \ .n4�=.lr',`: i<;:='x:,;1.a.;�;.ry �!A.,:� ,,.5 SEED 4� /1 '") ^v '`��� / ..:nAl,r:, .., 1!; 4;;" RD-1 p 16 5-E g1 - p 8 +;i .: / �w o.a wti .s. .:,y. 5 q - 5 :c tr;:y,,,r ,; ..e, / CROWN V L � ,,•,,":� _ �� ,:,.s,; s •'�,�• ::L,.,-., �':;:°' :,.yr;��' t,",.,;, .. \ / / / °j I 5 OT BALLTO BE �__yyy�)),,, AME LEVEL 4O ,npA•'':el e.. \ � — — __— W :',"i yti,iA:ifr ! i, nYtn!.N(t+•F \ \ \ h'O ���� t `w,-:•','F� ='"•''.., \ h � I / AS IN NURSERY ,..I,,r�,,;., \ \ I \..A°_ ." y.a t.;,r : ,.,,`'n'.r1�E:¢;;;`�i:• .'.w �i'�. K-1 / i 6�� SAUCER LANG NOW DR FORMERLY OF I I \ - -EA ': •^��, \ \ "'� '.�,".ili', :��;.;a•-',`>":.:., �', ( \ / E E BANG h ORB , os _Jg �?•:G`>• . � "_'�:"'y,�y, _ REMOVE TO I \ 5_S � — — — wR. I,:;w�:` P \ � �:diS:w�rY,',.'° •� �j:, "C ':;::•.:e,,;. R P I/3 OF BURLAP I I \ \ 0 ,kY:• \ \I SEE :":$e €' ^ N . v q'y.:o. .v . . sYr,;. / / _ AND ALL WIRE AND NON- .,, •. "� "^'?' t ' " •,^, 'A1` ID i BIODEGRADABLE MATERIAL I \ - ' ,,; :.i BW I \ 6\ '`''��'' * -GS p^,+I,. ,5;� •�1'.ip .w(,r.'� ,t - W. f \ I \ ��1 \ \ .;^q,v: \ _ _ ::d.:,j,;a'.�r i 1 /� YIN h' t,.-r,i'.:.L:rfJ` / .9 ID •: .!'' . a tl',, { /I ,w 'C`l,• :RiY'ru-:1 LAND NOW OR FORMERLY OF - I I � — -.CSP i J �.p�`•'V`'•''`] � ,:'1+1^ '" Y• •:^`- Y,,r:-( / JERAD MOTEL CORP. a' ,," ' \ ;"r'i`!'';' 3-E 1 e— �• " ': ;�\ / \ iV = `, "V,, _ TOPSOIL BACKFILL - MINIMUM OF \ '� 50% OF SOIL TAKEN FROM HOLE ` I-T ^�.'•'.^. ;:}',i ::j`i,:' ' ,•prr•- +,q:. r�: 10-JS 1B ! � / I, \ I 52 LO �' � $x`$ • Ce`.,, I ..�y,., `s '• '"`,S'r`, P -J5 I �`' / _ _ _ _ \ B SEED ;C.j:.; ry.�i.�if:,�ti1 '; ? "'`i���`.P;'i'M '`'�"�•!:�':;F4';�;7 i�`ii� `r.�•:r `+t' :� `''+1`•.4q:, t`� - -^ UNC O• � 5_I - 1 9_J5 � / -m -ID`,. ID COMPACTED SOIL PEDESTAL RB\ I L �".�',r` 1 I �"K`ai,^i:r'r:+� +'• ..,�?�ha;::., �.�+.i^,'4",' g_IG 10-J I � / \ I I I \ \ µ,^A`I '-�� ' .. .n'<::�:,w.''+^:x• �'' S-IG � a 2 TIMES BALL PG HeT c-1 .e§o•;;::,'; , °-z ,.•.,:.< .. g_E y / \ DIA, — �. ;�'i;:;4 .�. . 4 O \�• \ J � -IG r. I • r` 4 / ,MN \ D \ \ 1:,,;; •;.., ' o \ 3_M / / \ EVERGREEN TREE FLANTI NC7 DETAIL I I 4-IG I t`•"�.`,^"r` '�\ \ \ 3`� .-,�,Y / \ \ 54 I I \ \A VF \ 6 �MAeEER 94-M A -EA ..IT Ur A�xs,YrnN�D / s'Y9 sr YuiD use ecuoo Hc`es`, we / \ 2 rV sE�O • PG X� \ SB N \ �,-� E RlM`).F9 �\ \ \ /`y / IPA NV 9e / LAND NOW OR FORMERLY OF / / / /2-PA , '/ 5-I6 I 2-GV ! ,J °-B \ ROSE M. STEWART / 00 / 12-0V ;PA + -IG ef� �/ - ( — \ \ \ / / °o• 4-IG I -J5 1g '� PA \ r : 'a / \ REINF. RUBBER HOSE I-AG . 5-I UNgS a• — �p� w — \ I \ 2 GA. WIRE - TWISTED AND 4 I / % 1 I , 12-GV 5-IG r E / r / I \ \ LEFT LOOSE -TG I / 4-I 4_1 \ BUtLD� .E• 3-p4 _G I f / / \ pB 12-G 5,,1C, 12 UNITS / -PA n`O `� 12-TG M &_J 5-Ic _ _ 5:1 �. °-(B / / \ 2 CEDAR STAKES - DRIVE AT 12-CIV ANGLE AND DRAW VERTICAL D, 5 G - -645 _- / � I D A-P -I 12-GV 4-1G 5 D \ 46 I 14AP aY.E I 2-PT 5-IG •'Y -TG 44 �� / /�� \ - I-PA -TG � a / TREE WRAP - ONLY WHERE °� . a �� \ / \ / 1-AD/°/ I ° II ° 3 E 50 2_P .: / REWIRED BY LAND. ARCH. / & _ 4 DEEP SHREDDED BARK \ / h 32-MP P,,qqI I -� ESE— g_AP \ \ -AG (. \ MULCH M / 2-AP 21-Pd 2-AP E \ / 46( \ \ \ \ II-PA �-A E— / / (• \ i 11 GROWN OF BALL TO BE SAME \ \ 6 I 0 \ 34AJ E \ ° LEVEL AS IN NURSERY \ / 50 SEED _ 4`1-EA I _P E (a \ \ �1 5-P II'IPA / °- „ \ \\ m• °y 1., / ' b" SAUCER ,t �. 6-PA -AI \ \ ri•y'• REMOVE TOP 1/3 OF BURLAP / / \ �\ �) \I , -zIY • - _ _ \ ''"•( til + - ALL ARE AND D NON- BIODEGRADABLENMA MATERIAL / / `� A •rl :x . . I^ — \ — --'�— - i`•'1 "L: i L' Yl,i 1.t: m- TOPSOIL BACKFILL, MIN. OF / - \ ID 50% OF SOIL TAKEN FROM 4 _ t.,'. • . : ,2&:"+ .a112. \ - - - _ _ HOLE i \ Y Y •,* 5 - _ _ — COMPACTED SOIL PEDESTAL r A }�y • : _,rn •.• '+ • •tt.'•:p•^'•{^;i. ,t' Y s , 52 , x s s l \ / l / 2 TIMES BALL DIA. BOULDERS IN BERM ��PAL � ® BOULDERS N BERM \ •", / // 2-AP / ' 2Q-IG " —w yti - w - - \ 'S°- PLANT I NCS DETAIL a / / / tx r w w w �' w u w to w w /•, w av w wl—�-w w w w ax w w w NORTH ROAD (C.R. 48) (MIDDLE ROAD) WILLIAM (BUDDY) JOHNSON LANDSCAPE ARCHITECT 555MEADOW CT. UNIT 11 - SOUTHOLD, NEW YORK 11971 APPROVED BY PHONE: 631-"165-11CI5 FAX: 631- 165-183q PLANNING BOARD REVISIONS Barrett, Bonacci PLANTING NOTES TOWN OF SOUTHOLD PLANT LIST L I. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NURSERY GROWN STOCK. DATE & VanWeele, P.C. QUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION 21 AP ACER PLATANOIDE5 NORWAY MAPLE 21/2-3" GAL BEB FULL HEAD NELL BRANCHED OF MECHANICAL AND UTILITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, I1 TO TILIA CORDATA LITTLE LEAF LINDON 21/2-3" GAL BEB FULL HEAD, WELL BRANCHED CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED GRANGES. 10 AG AMELANGHIER CANAPENS15 EERVICEBERRY 8-10' HT BEB FULL, WELL BRANCHED CIVIL ENGINEERS/SURVEYORS/PLANNERS 12 PT PRUNUS GERASIFERA THUNDERCLOUD THUNDERCLOUD PLUM 8-10' HT BEB FULL, WELL BRANCHED ^i PGG PYRUS GALLERYANA CLEVELAND SELECT CLEVELAND SELECT PEAR 21/2-3" GAL. BEB FULL HEAD, WELL BRANCHED E. ALL PLANT PITS TO BE BACKFILLED WITH TOPSOIL BLENDED WITH 0-20-0 175A Commerce Drive, Hauppauge, NY 11788 19 GJ CRYPTOMERIA JAPONICA JAPANESE GRYPTOMERIA 5-6' HT BEB FULL AND DENSE TO GROUND FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. TEL 631/435 1111 FAX 631/435 1022 "72 PA PIGEA ARIES NORWAY SPRUCE 7-8' HT. BEB FULL AND DENSE TO GROUND �� �I www.bbvpacom 40 GS CORNUS STOLONIFERA RED STEM DOGWOOD 2/12-3' HT BEB FULL, WELL BRANCHED 4, ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 3 DEEP FRESH MILLED 132 GV GALLUNA VULGARI5 PINK HEATHER 15-18" SPD. 3 GAL. CONT. FULL AND DENSE SHREDDED BARK MULCH. 125 EA EUONYMU5 ALATUS COMPACTA DWARF WINGED EUONYMUS 2-21/2' HT BEB FULL, WELL BRANCHED Amended Site Plan for 156 IG ILEX CRENATA CONVEXA CONVEX LEAF JAPANESE HOLLY 18-24" HT BEB FULL AND DENSE 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. 182 IG ILEX GLABRA INKBERRY HOLLY 2-21/2' HT BEB FULL AND DENSE OF N 196 JS JINIPERUS CHINEN515 5AN JOSE SAN JOSE JUNIPER 18-21" SPD 3 GAL CONT FULL AND DENSE b. ALL PLANT MATERIALS TO BE GUARANTEED FOR A PERIOD OF ONE YEAR AFTER °wro "* CLIFFSIDE RESORT 52 LO LIGUSTRUM OVALIFOLIUM CALIFORNIA PRIVET 5-4' HT. BEB FULL, WELL BRANCHED PLANTING. * s 51 MP MYRICA PENSYLAVNIGA BAYBERRY 2-21/2' HT BEB ppU WE BRANCHED 3 g II9 PG PRUNU5 CISTENA PURPLE LEAF SAND CHERRY 3-4' HT/. BEB FU��, WELL BRANCHED T IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN GRAPHIC SCALE GREENPORT A SHALL GOVERN. aD D m w YeD 12D vo Hq v60 •RLT TOWN OF SOUTHOLD SUFFOLK COUNTY NY 8. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER Ax °ADE NOTE: ALL LANDSCAPE AND LAWN AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE, REVISED SHEET ( IN FEET ) LANDSCAPE 4 9. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH A DRIP IRRIGATION SYSTEM. 1 inert = ao I:r, PLAN OF 10. ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE ALRRAUM VMS DOGRIBWC FIf TSY 7 APPLICANT, AA PMUNCE � BOE kWW f CARN UW, IS nIFCAL 6 zm uv.,nc LM: LANDSCAPE DESIGN6)BY pggyrl DY CHECKED BY DATE VIEW: LNDSCP 4 OF SCALE PgQIECi ND. Up"UDnu,a."w"Uwn sasa�,,nrswYDD"D,oM.,Nmtuq,emsD WWI/ WWI/ FEB. 26, 2007 1" = 30' A000446 yg000 \ EROSION CONTROL LEGEND _ N 3;as E LONG ISLAND SOUND +4 N 34'17123. 33.44• E N 23^10'20• E N 20'02'70• AREA REQUIRING EROSION CONTROL BLANKET' E N 22'30'20• E N 23320'• E N 237.8 1 STABIL/ZED CONSTRUCTION ENTRANCE.' + +- - - _� - _ -' - - -�- - - - - •- +� °.F r`"�"�\ _ ,° -+- S/LT FENCE: a 74-- -- _ X _. - - - - - - - - -1a 6 DROP INLET PROIECAON.• - - - - - _ _ -__ - - -22� - \ ` - - 26•x\ J--_ _ _ - �"- -_ _. `.• - q-p - 75 a CURB INLET Pmoxc O v: 1- J $"01011110 / / // / / \ \\ \ � ` \,� tom/ �I�\ \ I l HAY BALES COASJAL FR°Slav NnzARB LwE \\ / / ' - / S SHOW WJ COASTAL ER191 HAz�r SHEET 12 OF+9 AREA MAP, TOM CF SIX/JHW° \ \ \ \ \ \+p \ \ \ \ \ / \ \ \ -\ J / \ \ \ \ BGB uve \y\ / -� - •y \ \ l / / / ' \ \ \ AB RF�'rJ0U5LY AP •`YA oa \ / / / 311 \nNonccf5s'-sre''' WHEER \ \ (SEE PERMIT APPLIdNO� / I \ \ / / / / {Jy,• I I _O \ '� \ r l \ / LY SLUfF LINE \3p\ \ \RMAREO BY ME LAND USF L0.) J 56 \ / �2 \ \ BAtOs \ I / / / M0810N CONTROL NOTES / r 9, +'° / SU aE,ERA75N mal 2WOORAPHm lac' ro hWYAF M (AS A °AIC¢PILL 1(; 1001 a',RpAa / .(�' (As\nPPROI,m BKIN�F2rONN rsrvrslEEs av rr/1DfOr) PA Ii`1A761NCVl�/atl6YLRE \ I lI E / t� ® ® ® ® "� '\, P ) "� -� _,• \ \ \ \ / / I 1. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED ACCORDING TD THE FOLLOWING., I ,•,/ / / /\ oxa ® ® ® ® eta PTaK 30.M p9sMCIED ACCESS „•+ \ \ \ / I I I FOR(]R£)QON P RPOSE\ L BUILpING �N \ \\ II A. TEMPORARILY DISTURBED AREAS (LESS THAN 12 MQVIHS) TD BE HWROS£EDED AS FOLLOn. L L to UNITS •B^ I ^O� y+'� 9;� _., +_., 1 \- / / / / \I I • ° •n• °I \I \\ r I ,,• \•// .per ' 2e•m°E uNoesrRucre°ncc£ss -{� 1„' .�"/II T\\ \\ \ / / / / / /l I WINTER OATS EL BUSHELS PERACRE OR cONNEcr v9a. l i A -J A. + P ^ -Y (>LF o 6soa + + / r \f. \ ., 7 . \ / I S / AE I I MQ OR RRE 11TT11 PORPOSES } . °. ,z, , J n I` ' \ 1 / / I / NOVEMBER 1 70 MARCH 1 / / BncxwnsH u 1 t / rO DR LL i I/ / C +l- ,3cp I; y ` 0 xisnNc FOUNOA nays MULCH WITH 2 7OIHS OF STRAW PER ACRE AND ANCHOR MULCH firm. (1+J ----Fad .4OMESTI PRING A ff GRABS - 20 PER AER ACRE OR ,y e ",N� L '� 41,25 12. -~ ®® NDANGRASS - ACRE OR � \ \,p, �eamfirAc � ,, 'be �, �"d/' / MAY 170 AUGUST 1 �8\ \ ,, �� , ,°P rex ® ® • W� . `� y13� \ / �LE'r - M 70400185: PER ACRE `o (. (� -Bc z � 'L�S -\ \ i� 'I ' @( lie O/NG y '+=„ / / \ LIME AND FER77LIZER 7n BE"APPLIED AS NECESSARY. 1 I r ((Je \ A '+ T `+ps .5 d,z, \ ,oda + ® ® I'_ 1 / / B. WHERE FINAL GRADE IS ALWIEWD , THE AREA IS 70 BE HMROSEEDED AS FOLLOWS OR OTHER APPROVED MIX 1\ rvr+ +9I / / ]s , \g /: 52 a Li > �'. „ ::,._. v,.. / E•x� I ` }9'.*� J9.BJ ' P � � �1 Ih ® / �' / / \ ( )•, SEED 70 BE 7OXUTALLAFESCUES OF 5 LBS. PER 1,000 S:F. r A RA IF 2.. :.: 2OX PERENNIAL RYEGRASS FOR p 0_4 \ 'L• J ®55Js: yJ9.. ( QUICK GERM/NATION) 10X KENTUCKY BLUEGRASS (FOR KNITTING) 52� i� BC]995 N1 S]5 + \ i \ rc( 5 I \ BL S6dIC 0 B + ,^Y ,� / ' \ 2J✓ se ec, sz LIME AND FER77LIZER TO BE APPLIED AND WORKED /N70 THE 70P THREE INCHES OF THE SEEDBED AS FOLLOWS: • 1 1 ® \ ,fBC fJJO BC 4350 - +,a Ae� "" \ JC (467 / \ 44 ec uez- n' °s n J + _ - ` ��ATsr k0 �u \ Jsss \ S // L/MES70WE 70 BE ADDED ONLY lF A SOIL TEST IND/GATES A pH BELOW 5 0 /F NECESSARY, PULVERIZED LIMESTONE _,'TWA, +° ®� x�GOti o : pW t J+ ss \ Jc ,eza ac�s oL I 'mss \ \ r / 'J0- J9s •/ / SHOULD BE APPLIED AT RA 7E OF 50 LBS. PER 1000 SQUARE FEET, Bw J9A0 A O" 1"' B (0.9 ' rc JB]I @ LP JL5+ ��r / ® 46 \ \ \ - '�' / FER71LIMR TO BE APPLIED AT A RATE OF 500 LBS: PER ACRE. / / +� _ _ elM-z zs 4\ \ / ., A rc JS 65 p 5'q �Ja,x m Tc JB so PW ❑r ' � 3 MULCH ALL SEEDED AREAS WIIN SA/ALL GRAIN STRAW (RYE MARSH HAY OR WHEAT) 1 A M 1 2 BC J9A° \ ]L J91I N \ / OR REGULAR HAY AT A RATE OF L5 TO 2 TOWS PER ACRE AND ANCHOR. STRAW MAYBE REMOVED AFTER THREE WEEKS U rr " Bc Ja9D TV JSS� ( e� /2 v2 � / � CRASS AREAS 70 MAINTAINED AT A HEIGHT OF BETWEEN TWD AND THREE INCHES 70 PREVENT WEED INFESTAAON• II e QQ/ r a � \ \ Y ec r(] ;,I 1 _ / / / / '�W, / ® I RUN/NjSG "O• rVa 42 40 ( / /o P e °9J 1�1.r / 2. EROMON CONTROL BLANKET(NORTH AMER/CAN GREEN STRAW EROSION CON7ROL BLANKET S75 OR APPROVED EQUAL) _ _ _ ,- - - _ r✓ ® / h`L `rc+r.J° �E ° 70 BE INSTALLED ON ALL FINISHED SLOPES GREATER THAN lOX (IN LIEU OF MULCH) OR WHERE /NOlCA7f0, INSTALL AS PER ' + '°'' \' \ BU 4�' N \\ \^ MANUFACTURER'S /N57RUC770NS STAKE Wf7N 20X2" STAKES 4' O.C. 7HROUCHOUT. _ L ILOINC ^E- ,•• / / I J INSTALL STABIUZED CONSTRUCTION ENTRANCE AT ACCES POINT (INDICATED) PRIOR TO GRADING, SEE DETAIL THIS SHEET. ' 2 +13° • p +9 GF®L+]F LF eLp9�F, A-V ' 'T*) TCI]]0 \ \ ,j (JNITS' / � /R� / / 6 r9 /NSTALLARON Of SILT FENCE 70 a � B \ '� / 4. BE RECESSED A MIN. OF 6' WERE INDICATED PR/OR 70 GRADING. M" ee,(s° 44 / _� SO 4500 BL 1196 I T 1 rc SaJ V / -�` 5 ALL METHODS AND MATER/ALS USED FOR STABILIZA 77CN AND EROSION CONTROL S 450 rc +sxr O I 6 (65] C+ 9z p q. 1 J S , I' °� " -" "_+ i \ / \ I SHALL CONFORM to THE STANDARDS AND SPEC/f7CA77C7NS OF THE TOWN OF SOUTHOLD BC 6. / / s Bc lots / I I ,6'Pbb c yG sr 19 d' sr LF®6o9z i,,., \ / AND THE NEW YORK STAT£ GUIDELINES FOR URBAN EROSION AND SEDIMENT CONTROL. a:,, s3 / 4 rs �O I p A 3 rB GF o@]ez 5 ec s9,oe ."" C:. , d / la'vvc D _ _ °_ u ` I rc s96 I +•^, O r - - �c 50 82 O \ \ 6. DISTURBED AREAS SHALL BE STABILIZED AT A SLOPE OF NOT GREATER THAN 1 ON 3. 3z { •'L'\ a, _ Y-.LF6J5/F BC ]I 2'+]49 \ JC 4L I na \ ,/ 4fi! ;\ le Pl2` '1 Pw s69B rL sO.fi] / rc(96J M1 JCil JI \ \ / 1 I ec sa,u ec sae �*ACT 30W 9k2D'oVERFm 7 `" \ / I 48 rc+''°'� ^ \ 7. ALL UNPAVED ROADS USED DURING CC7NSIRUCROIH SHALL BE TREATED WITH CALCIUM CHLORIDE 9:z9'EmPL°re€6 \�.! vxs 9° I / / `\ \ OR 07HE77 APPROVED MATER/ALS 70 CONTROL DUST PARNLNO A( 1 Jr� ACT 591 `S� 0- 1 \ , ,,.° \ =o.,�'^Y�Y^Y^Y r` 1` w q'`Y(5f` .-•;••' 1 • ! -iCT 4666 JC+66] ` \ : \ \\ 36' \ \ I / ( \\ + \ +�Y r`r` ' r� .:.+�r=f 'r'. �r� ,r r '' ,S+r Y -P1u,996 a^i'_`Ja r2� \ \ 8. THE CONEANS R SHALL CONSTRUCT AND MAINTAIN TEMPORARY SWALES, BERMS, PONDING AREAS OR I / +,,, i \\ OTHER MEANS REWIRED 70 CONTAIN ON-517E ORA/NAGE THESE METHODS SHALL BE USED \ I \ >" ;74j., ,., , \ PRIOR 70 THE INSTALLA 77ON OF AND IN CO.NWNCRON WITH PERMANENT CN-SITE DRAINAGE. +a' rEsr ecwxro r_r�r�r LI. / 2'so %, +p I^ 1: r.5 - \ DISCHARGE OF OARS OR PROPERTIES is PROHIBITED. / os 5 I \ RUNOFF ONTO ADJACENT R /2>•,£ \ '4= \ \ \ I \ Nae-1 +1 ( �.' ..4 •'V' sa] csr e9 -�� 'Y1). / -51 •4 1 '�•f : •' ,t yK�•:� ;.sr Jer . . '� tv. . I - , ,+ \ +••• \ 9. ALL ORA/NAGE STRUCTURES (ON-5/7F AND ADJACENT 70 SITE) SHALL BE CLEANED OF ALL SILT °"- / •Ot12 / I l \ AND DEBRIS IMMEDIATELY UPON COMPLE7701J OF CONSTRUCTION. STRAW BALE BARRIERS SHALL _ _ _ _ ,, 1 A Z ''p, J° 5 _ - / I BE PROVIDED AT INLETS AND MAINAINED DURING CONS7RUCAON, SEF DETAIL THIS SHEET f `.'ll_�1C-A-A,- •• A �A• [ BC 5205 6C 5". ,.ss N.A / OHa � � .,..• ��w � ® - °' I•' w "' °i ,y,W „ +•,• ° �5p- THE L•av7RACTOR SHALL MAINTAIN ALL EROSION CONTROL MEASURES DURING CON57RUCRON, AND \ n Bc no AND SHALL INSPECT AND REPAIR MEASURES AS NECESSARY ON A REGULAR BASIS. M ft 14 aa\ / w j / lam �T Runwx., � WIRE FENCING NIRED O4 NtNJO POST _,„_� �/-A`+.,,,-- +, `•""` 11. CLEARING SHALL BE LIMITED TO THOSE AREAS CURRENTLY UNDER CONS7RUCRON, THE CONTRACTOR -T � srAevBa oarAA•nrGenew ENTRANCE' SU 1� GV POST 6 6' MESH) _makes �+" � / �•>.w a � - �-,,,, I•'° �/ I .1.n"' °n'• // SHALL MINIMIZE THE EXTENT OF CLEARING WHERE POSSIBLE. ALL TREES INDICATED ON 7HE PLANS TO _ / �4- ,�"x +" ' - - - - , d ::�® REMAIN SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION CONTRAC70R SHALL INSTALL CONSTRUCTION FENCE AROUND TREES TV REMAIN PR/OR TO ANY CLEAR/NG W7 GRAD/NG F71TER FABRIC °N +410 12. D157URSED AREAS ARE' 70 BE STABILIZED WITH VFOEM770N OR 07HER MEASURES' CALLED FOR IN THIS PLAN (Ar7 ARD 0R APPROVED EQUAL) ,,° °+ n,n ( I ATTAS A 10 NIR'FENCNG, + AS SOON AS POS5Y@LE AFTER DlS7URBANCE. nEs SPACED 24 • c-C NORTH ROAD (C.R. 48) TOP AND MID SEGRCW """�' "-•... 13. AT THE END OF EACH WORKING DAY, a GRAPHIC SCALE THE CONS7RUCRON ENTRANCE SHALL Be SWEPT CLEAN To ENSURE NO DEPRIS OR SEDIMENT LEAVES THE SITE, ALL EROSION AND CONTROL STRUCTURES SHALL BE CLEANED, INSPECTED, REPAIRED AS NECESSARY AND w o Te w w +� ANY SOIL AND DEBRIS COLLE07ED SHALL BE REMOVED 70 ENSURE THE STRUCTURES EFFECTIVENESS; x°y SOIL AND DEBRIS SHALL BE D45POSM OF AT A PROPER LOCA7TON. IN FM 14 AFTER ALL WORK IS COMPLETE ALL EXCESS SOILS, DEEMS, ETC SHALL BE REMOVED FROM THE SYTE: 1 Inch 30 fL \AO!• 611Y6. TRENCH 15, ALL STOCKPILES OF SOUL AND/ OR DEBRIS SHALL BE CONTAINED WITH A SILT FENCE, I I, a 16. ALL TEMPORARY DISTURBED AREAS LEFT UNVEGETATED FOR MORE THAN 3 MONTHS MUST BE STAMUZED GRADE WITH SEED MIXES AS STATED IN NOTE No 1. m -117- .�;r,:•; _ _ i -�^*rI1 :TTT- 1i 2'X 2-STAKES COMPACTED BACKRLL (7X17 EACH BAIL) FENCE AND FABR/C 70 e _ EXTEND IN70 TRENCH TWAff(�) M+zi� ap STRAW BA[ES COMPACTE7 DRAMAGE MLEr BACiKRU SEC ACE ---�--- --- - -- -'-' - TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 50' MIN. APPROVED BY REVISIONS EXISRNG J'_0^ EX/SRNC "A 1 FLOW 1 l FENCE 70 BE ANG UD WOUND I° PAVEMENT -� `' PLANNING BOARD Barrett, Bonacci RAINAGESLOPE/N TOWN OF SOUTHOLD & VanWeele, P.C. DRAINAGE CNANNEZS BOTTOM OF DRAINAGE FILTER MOUNTABLE BERM BEOTION DATE /� V CHANNEL OR SLOPE 2' S717N£ OR �On/F am (OPTIONAL) RECYCLED CONCRETE 50' MIN. CIVIL ENGINEERS/SURVEYORS/PLANNERS aRA/NALr INLET 175A Commerce Drive, Hauppauge, NY 11788 ELM (m) TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com o now ; FLOW Pos7s (rTP) Amended Site Plan for s, EXISTING a ei.eN HAY&1 Te CLIFFSIDE RESORT GRCCUND ,s 2 S vt OF'v� SILT FENCE , rF 8 OWN OF SOUTHOLD REiENPOR SUFFOLK COUNTY NY 10•MIN. OR MA 7CH 0 DRAINAGE CHANNEL AOIALENr ROAD IW07H a4LES 70 VE SI! REVISED SWEET GROUNOTRAnaN /NTD OR SLOPE �ddl srAREs•(TIP.) OV 4'' p+ r "L� EROSION CONTROL 5 (SEE SECRON) ELEVA77ON (sEe sz'nav) w SECna+/) N07E• PERIODIC MAINTENANCE IS REO IR AS NEEDED TO MAM I Al DANCE 70 /NOYUDE PERIODIC TO° 10' MlN REMOVE ACCUMULAI T MATERIALS AND REPAIR FENCE. DRESSING IW7H ADDIROVAL STONE AS PLAN OF REQUIRED. ALA L10INN OF AO S90A&Nr, EAL'LP1 EY 7 SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE BARRIER AT INLETS LLENSFDPONLAW0NALLEGAL RM ACCORDANCE WIW SECRON 7209 NNY£' EDOCAPWJ LAW, IS ILLEGAL m x000 e,e,v,nc, N T.S: N.TS 10110PO 9Y I DRAWN BY L•HECNEO 11 DAO: SCALE PRMCT NO. ✓E/WMV JE/SS FEB. 26, 2007 1"=J0A000446 LM: EROSION VIEW: EROSION 9AOe001o040N6\Jwp1MI0Y996iP 9.Ewg.r/EP4wT 9:]6d5AM;,V^:611Q�,6ID upppq �L5y, tNy m p^NIbN �M5 M pN O N � Q65 Qwi ¢��¢b{ qw¢q� n p„�^7�IN, LV p n! h h 1. ^^,� mm �^S•5 O^,n5 pp!4 ori N a13W 3 ti t ^ nj � pJ ��N W Ni• 33 N+ 3W N,q�W panh� i(N 2 k 02222 W22 q;22yo . . =etl� �N � ^tly23 L�y�2 I. 4y �i L� +� •{i die # n ^ W2 �2 1J1R, EM PNC GRADE 'J, 50 50 50 N ry+pp 50 »» yy V-� �2222dyEMSRNG WATER MAINlNRSI » qp .. r3y2222 tim W3 iI ^tlh22E7571NG GRADE m yy y�II l,NNag!citjVW3 N"�N222k4W2EMSRNG GRADE2EX/SRN GRPROPOSED GRADE 26' O GAWX R = Z w JG EMSRNGI N�2 8" a 150 PH: j j p , j v Q £MSRNG fd4ADE I tl1d +p +U BILI +U .0 GRADE 4� 1 O 0.60.1 N . 40 50 0: y 0 5 78 0.77,8 15 P� 09 '0 MADE B O TOP WA MAIN-r 0 ` TTA° WM '+ 20 LF O 0.WATER MAIN ELEk JS w PROPOSED GRA 8. OR !8 PIC36.58 a m I BO WATER381 MAIN IL 116• O 0.60 i B ECE . 37.67 S 29 STA 2+86 So e 8 OR f8 PVC 56 LF O 0.40 2/ O 0.60 x8 OR 35 PVO SLOG UNIT 202 BL.OG E UNIT 208 rA o asO 44 LF 0 1.60X S +07 BLDG E UNIT /02 ST 282 2 j j j xy i Z0 9 0 B" M PIV 8" SDR M P STA 2 m m mm ,fie y b 7Oo 18" DRAIN STA 2+49 STA 26'4 BLDG E UNIT 108 y 11 y DATUM ELEV ELEN JL91 ,109 DATUM ELEV DATUM ELEV DATUM ELEV O.OG 0 UfNT f04 BLOC UNIT ZOJ £UNIT 09 0/ SSGrA E UNIT ! STA 2+79 DATUM ELEV 80.00 80.00DATUM 40.00 40,00 40.00 BLDG E UNIT 205 90.00 � � N�A � '� b b p N map Fp^, ba; IwnLmryp y0 2 +A0 ala qm hNq hNg b LLC�L q L^N�1L .h N,�i m ry m bzI F pts nyNj ron N� ^� �N y 3 w +Fww 0+41 1+0 2+0 2+61 0+0 1+0 1+72 2+0 3+003+10 0+00 1 1+72 2+00 2+93 1+72 2+0 2+BB 0+41 1+0 2+0 J+0 4+00 SMH-2 TO SMH-2D SMH-2 TO SMH-2E PUMP STATION TO SMH-5 SMH5 TO SMH6 (EXIST.) SMIH-4 TO SMH-4A SMH-4 TO SMH-4B REFER TO SHEET 7 FOR PROFILE OF FORCE MAIN. SANITARY SEWER PROFILES SCALE: 1„=40' HORZ. 99MAL NOTES 1 =4' VERT. TEST BORING DATA 1. Cenfrocla shall be roNpenelble for the SecuNng of all necesaay Da \ + \ I I 36.3 � � / � / / UDEST\ �e e^�`�O1' Perm a or to commenckg veep I ¢ } / / 32,6 \ \ \ \ 2. The contractor shall wYTfy all underground oppurfenenMa before \ LAAQ AIR MAW EIVIOT4WOENCK W?W= NAG \ /� eJl canmencln wok to enauro propaded facll/r/ea \ / \ ( )&?4 Mr2 9 prapsr p/aeemenf of / I ,D ✓ j-''�'3 .� \ / / X32\ \ \ \ .I Sanitary sewer pipe shall be P.V.0 SDR-J5 unless otherwise noted. \ / TEST BaNraB Na 9 T TEST BOIwB No. 11-2 4 Al/ main line rawer shall be eight (B) inch diameter P.I!G Al/ / ELE 50.]t EUFV, 4s43 house camecfkna Mall be s,6 (6J /nM diameter. A//pipe In / \; paved areas, wtth less than 4 feet of Dawn shall be DR-1B 1• / 1 Wi17F,R �I-6P° - 3 f� BROW SANG LWMY, ME (sPJ zD• / ,>, \ 3a.9 L / _ A\ ° \ IE1P J"W. M BOTRMI 4•GPA Y SILTY \ I (TYP,) \, + .� 31.6 sAJU szy sacwAW sP zO• S sorer Mo/n Protections The minimum bmifmi. The h7imu ro between o / / _ x,a � I •'i�r son/tory sewer and xnfx main Is 10 fnL the m/Mmum vertical GRA SANG sDME mLTa cwWE m 20' desrance between a sanitar Newer and water main /s /8 inches / T I �� r°N fl, B P`✓C \\ \ _\ / / \ 33,41 _ _ _ , \ \ \ BROW SILTY SA(,NE. Sx GRA M. I2°' MLD/UM m f/NE ISX GRA YEL DET, (SW) Y I: / 6. House connections shall be /natal/ed as shown. A Sufick County HWSB IGYXtN BU' 8.75 7Q \ \ \ GREY/aRONN SANG. GDARSE 10 MEDIUM B.O. Standard dean-out shall be Instal/ed as d/rocted When length of WA7ER SERA DK I/ / FOR BL096G9 L 16 DNNGO we" I \'`� T � } \ 34 5 +35 z _ _ _ \ \- \ ro UNE !°x cRArEz, Wrr � connection exceeds 10 feet and at bends exroedk9 23 �.I ) \I 40.9 � TJ I \ 39.4 \ \ \1 111.2' 1 -� -� \ g J" + + 1 1 I INr+? /' 7. Owner wpl enter into an a roamer! w/M SCWA l6r malntenonro of h rontx / 46.6 � � 3s,9 / BRONN SANA MEDIUM iD RNF lax OREY/BRONN SAN0. MEDIUM TO RNE, + IN ^I \ GRA Y£E MDIST JP• 20x LRA WL NET V / CONNECT POOL / 0 40,9 I 378p I / 18.2' I J0 B Heatk / � BOT. GRAIN 2786 g wp/ be Supp//ed by e/ecMc or gas a)stama with no pro Ha/ars Ibr BACKWASH U/ / 47 LF ® 5.509. 2 - ' I \ \ REO aRONN SAN°/RACE S L� E RE00 SN BRONN SANG BANE SAL75; make-upWafer. l / TO ORYy1ECL In�'�IA LL '\ 36 6 'I' TER 26 JB 18• Pl/C / 33'r 20x GTAW1, To z0 MEDIUM TO NNE J0x°RAVEL 5 TDP W BROW SAND, MEDIUM m RNE SS 20' 4D� / . .. I q } RIM DRAWL MUST J.o' JO' BRONN SAND, MEDIUM m FAME, 15x 32. I � LaaEL. NET GENERAL NOTES - SANTARY/BEWEA9 108-1-` + 4743 �+ \\I� \ /K' \ - /T \ \ 4].0' B?0 SUSHEDRROCK.GSW A1tL 2'O °GUY IkRWYRNE SxNM �A SM 2P' Y` .. . , . , BROW SAND, MEMUM m ME, NET RD 2 JO' 4]0' DARK GRAY SAND, RNE NET Jo' /. No ronafruc!/wr shall commence until the Y6//owing coTrdltlona aro met: \ 1 / / /Q 1 rJ U B I 4O •" F;, \\ �� Nr Q p �1 ! \ \ \ BROW SAD, CO.6PSE m MEDIUM Rr DARK GRAY 5/LH BANC, TRACE a A. The Owren erg/near and carrrmcta- attend aped-c°nafrucHan meelln (7 GRA w4 MMS", (GW) 2'0' CLAY, 4ERY RNE IOx MA W4 (B/AJ zo' W/M D S erenf of X d c Wake ir G \ �D _ - \ 3 - \ eP repMsenlaNws. \ ( / 4+5 k�o 47 00 I 42 43 \ @ ; � �, 41. 40.50 ,. ' 3e FO_ - _ - - _ \ ' 'z\ K-T 31 55 ( B,PoNN SAND. MEDIUMUwr RA 5w JO, DARK BROW SAND, RAVE NET Jo' B, An / + Z + \ \ \ FD FI' -� 3z:1' WATER. \ Approwl to conaWcf by SUFFOLK COUNTY DEPARTMENT OF v BROW SAND (RACE SIL>S C0.1RSE ]D HEAL 7H SER MES (SONS) has been recefwd• JJ.0 � � NOREDOLERY 2°' 44.23. M/N. „' MEDIUM TO NNE Jos GRA W4 w 2.0• C The / Intention s \ a�) 47,25 42. �' O �- �^ �^ q ,r ^\ /her rAoroamtatM hos norMed the SONS hr wrHkg 2" 11 l� o NIS ent to commence consbacifm and he/she shall eubmlt on BORING q ,^--� BROW SAND, MEDIUM ]D RAVE 5x JO' / (, GRA PEE accurate schedule of °ntk/poted waw progress of least 14 calendar NO. B-3 dI pNor to actual oamman er ant date. if for an reason cowsrnect/on BROW SANDY CLAY$ RNE (SC) zo. /a I mpavrf/y auapend ,, a Written nabos of some any be InmImltfed T0a FON A ;' r• to the SONS NHffen notfro of recontmeneement of cmahucilm ✓� i ( BROW SAND, SOME 5/L 7S RNE 0'.s, l5°' NO RECOVERY 3°' together w/M a -th 37.9 I ! �j��4(� 4y \ \ N0 _ �j progrcaa schedule shall be transmitted to the TC .75 65W WE SONS at least throe (J) work days prkr to actual rocommencarnent date. r� p L, RNE (Be) 20' A The owner and a controeta has Med all neeeraor ° llcat/ons with 44 z3 R l.' 0 B 42. \ V U -C� 4it;' 'II HOUSE CONN. , P p .,:�\ GRAY CLAY sour SILTY 5'ANq ERY I 2 Z U. \ ,�? I. /NV. 3593 7YP. e� it \ 1 44,00 31VN PL1 1 9 U i Z U v \ I FLw BLDG C" �LQ (�•I� / ' PP I I A Z Z t .T R/M \ \ r 6 'N �1 31 z J0, NYSDEG the SuNdk County Department of Health'S '00 SOH;, 1 38 -4 as° O' 7 f/'�1 �• DARK BROxN sANO, nNE NEr Me food town and has obtained a// necessary RIM 44.441 ` 3 43:5 \ . �' (/N/ ^7 CP ( ssarY opprowla A I P gp \ =, \� + -� rS DARK BRONN SILTY SAN0.S IAACE a + 44 �` 40.10 �� .n Y 44,50+ j i,, '!;•; �/ l F . ..,., ,-.�. '.., �'SA O'FP1 . �\, C� NO WA ® NO WATER ENC01/NIERED � COUNTERED A//ap Cen afam�0 the 101esfmaterials �enat o%MecfSOHSdudeclBeot/ens far c 25 L ® 7 OOyo '• :' '; � � LxAYA ANE 10.x GGA K4 (SM) 2D' 2. and for se� u 2.80 dh }: 44.28 x iiu_ . 1B' PVC . NV SE J2}d4T ' . 4 ,� p�9 '. I+ SRW TER AT!D' PERCH Sewer whare #1 kdxiM /I rohe co and addendathereto. and hall �4,3 '�s; Jr2 R/ \ D_p "394 39.93 ' ( cnua whero can8kfe ex/at between the rontmct documents and the latest TW 4 .40 / 575 , \R x`..21 CF 0 \ X X \ I, + 4 ? I roHa/ons of the 5pxMeatlana /or Sewror Conatructlab the kterprofot/on 51' & 43 30 I ~\+ 3+ ,Z �9 93 and ro/ings of the SCDHS shall be binding. 1 NC T', 1B" PV U U U U TC 40 45 C-7 X ( U Z Z ilk Q \ \ -� --- I (� 3' 3 Pr/a to Me k oratIm of any material °r squ/pment Into the wank, fled 2� Z 2 �' BC 39.95 TC 40.40 +F I TEST BORM N0. B-3 (5) cop/es of shop dmw/ngs, catalog cut; MamatcHst/c cur 94 teat B' DI + ( \ p 11 (� rosu/AY xfamance data, etc. as requ/rad by SONS shall be subm/tted to Me I r a.l BC 4015 \ m O 3 3+ +- I w gg G �' SONS No moterla/ a �G 0 • 4'I 1 , y ', 4Yf„c \ .0, X � \ 400' �^ U U ( ELEN Jest equipment anal/ orated into the work until all 10 ��' 1� "4�� - � 11LL M/ �G 3 ® 5 537, � � � �> rrqulred submittals oro roNewed and approved, /n wr/tkg, by the SCOHS TA 1+84 143 LF \ I! .. BROW SAND, MEDIUM RMS 15x` 4D' 1 5 5 cY i\O SB / Nl 717 O O 26gp 8•,508 PI•r• ,` m S I BC 38.00 BC 36 BO \ O .' . .t . . .9t 3 . / ArEp (BIR) 4. SanitarygroNtY ANN shall be laid a m/nhnum distort of too'haf2ontdly X R \ D- D and 1.5' wrbo'ol/ below an exlsrin a \ D 4 , + 39 e � 6 ' / v - v^ --/ Y Y 9 PTPPosed wale m°/n. 1 6 T .79 /�WA TER \ \ D D_g Z' y Y BA`oW SAN0, MEDIUM W FlNE, Box Go. 5. The canhucta shall furnish and Instal/ an underground making tape along 1/1 43,2 P� �� \� (' 0 BC 4s 54 + 5ERME a ( }43,6 BOT. SAA.�iR96 C U ©6 Y y v r Y 36.6 X36- i?'. WA M, dl newer lines, face mains and house connections In accardence NIM SOHS 1 \ + FC 4395 J ( ) TO 40.82 O STA 0+ \ RA° GRAIN 3/. Z' Z U eB• Y YU�Ul J apeo/Rrntlms for same. @C 40.57 39.55 \ \ BROW SAND, MEDIUM Rl RNE, SR 20, 6: The controcta real/ determine the exact locatlen and elewtlar of exlalhg BOT. SAN. M08 \ Z / GRA9ET, (sw) 37.TINF4 �xZ, DU✓ ae.l TC 36.25 . INV SW R08 c 36.30- -..� Is n1sN able to etermg sewers) q geld hm6gatimf all extsthi The to ecce �"�V 4 TCW WA TER J6,5B !C 47.22 � 220(zr BW 39.40 (/ t^^ �G BC 40 97 BC 39.00 b INV HE J2 38.71 �6 LP 3754\ O 60'{8• ( TH'G 7-f 39'9 ` BROW SANA MEDIUM Ta nNE faAf S0, Is ro"fi'mbo M propose the adequacy of ee Mall h aewem to f any Q \ /NV 3B.46 \ + \ 78 Ptt• 9, �G G \ LwA'Sz. xfr connecsen of en proposed wok The Engineer deal/ be not/Bed Ad any + 2 � C\ \ L conflicts between exlafhg utplflu and of any hadequocy of the exlat/ng D-7 \ i \ Sawa linea to ar/ t " ' •9+ • h •ir / \ PYPP Y aP�P PrPPP� Lronnecf/ons and Bows \ STA 0+85 W \ RIM 3729 \ •,� 4� m M W ( 8D78 H Is, the reepens/bp/t of the Owner to alk co a//commenced dlaturbed b his N\S�" COIN, o \ ; 5F TC 39.65 Sq RIM 41.49 4J X46,2+ O� \ TC 39.50 i I 7DW ORA/N 37.9 T� \ \ 0 4Z0' wait' to the cnndtt/°yin as be/we the wok cammeneed. Y / INV. '•46 TMP. 14e. r 44.67 BC 39.40 7Z' 3 - 7BL'D_ 44.360 \ J4.J5 Q \ BC 39,25; / \ BROW SAND, MEDIUM N FINE, SA 1p,0' BC \ /O BRAWL (SW) B. Durk �y 1 FZ44 G A' �,� \ 0 ` 0 1 \// / �' _ J g e tehu at aro) and mate al SCONSDing 7cai be present too medic and r -8 TC 38.75 / The Lie ct walr a the and age as o m her the ted Into the pro bcf. 1 I e a O�Xr T } 6s,� 1 A TER \ BC 38.50 ;;;\ The ded AN shall pi the Ode Afrdge os, n Wfretha the ts. At my t 1' WRIER s0 N� a9.o '1` N0. B-2 � \ TC 37.94 1111, \ 67 v proNdsd /e h c»»rpl/once with DgDorfmental hsrrrenta At en t/me durhr SERNCE I pz r BC 3769 D-9 (� 52 LF ® 6.779 D' \ Rl the course of construct/en that Me wok /a wed unacanpfabl0. a stop w&* II Dl HOUSE CONN. (7)P.) \ -6 ,''' ,'+,,,. \ /N W.5,1 ( ) 1 + V r /NV. 4528 TIP. W TC 39.15 18" PVC order will be /awed end any wrap perfamad oNsr the /awanro of such an t� oder shall not be accepted a 45,1 t Q / BC 38.90 / •� / r trap approved by the SOH&: Unapproved wok and/a FOR BLDG D" SrrMMARY Lir cA,v TARY KWA OWS motMale shall be romowd and OOH / J I 2C 3 t 4876 �� ' / BOT. WATER J7.s1 7-- Tc 47.41 \ 1\1 �° / SARI ND Jo' 1 reank el b rhe sotlehcf/on of the SONS SMH 2B � SAN0. FINE IOx q7A kT, INET \ hyo \ dc 47.47 + before approve/ to rocanmenro wok veil/ be gronfed. STA 2+8B 72 N y � (' \ + ' 68 UNITS X 150 GPO - 10,20 GPo �• I RIM 4516 S A 2f62 r \ (/ �� "O SE(1 �/ Im's4 /AWA A FlNE T° �+" \ 4� / / ' BTC 40.93 NEOIUM, eat VA W4 MMST, (DW) zD' (f60 S); W/N/7YXVENETTEJ 9. The owner and his controcta(a) shop be rsaparrak/e 6x malnfoink the NIX SW J9,12 RIM M.�86 V \ N/ S ' / - / �o / I 1 MANAGERS APARTMENT(650 SFJ: 225 GPD eenafroc!lon alb h a safe, nm-haradaus c 1611en all h occard nce with TW 4540 /NV NE M95 INV SW' \ Sj tqo \ 7 \ Tc 4569 4529 i -_ \ eRoxN sANa RNE fox raTA IEC Jo• OFFICE:• 354 SF x 0.06 (POISE = 21 Goo the roqulrernents of the New Yak State Department of Labs, OSJNA and ar 45.50 41e BOT. SHIN. Jd BC 40.4 TC44595 '. �c=i cr so.3 44• a + .9\ +52 IY + \BC�735 a?A D, MRISE MI ser other agenaled hoNng,lrr/sdletlon. Unless tine ax veal @W 4540 45,75 /NVN 3fl r `r' % / I \ \ UM RNYL MEDIUM ID ST2)H$ the canrrocta anal/ arae! and mohtah adequate fencing sound al/ _ BU' POOL EIX//P. ROOM.- 20 SF x 0.04 Goo/SF = 8 (TpQ approved In writ/ng by .� O MEDIUM ID RNE ]Ser°RAW], NET (! 20' �T ec 4574 } � � � cwt TOTAL fLOlk 301454 GPD open mcnwtlona JD' 70. Anal w/ aha// not be ratted until d/ of Me fd/owh / A 70P WAAER J7.Jl \ + \ / / /67.6 I I �a9 r>wA wz rogulromente are hl8/lad to Me sat/ahotlon of Me SONS TC 44.30 /. \ .' .,', . / '.', I 2 t \ ^O& 6' Hou�ca✓N LDING " 49 a / 1 / / / \ eve +s,.6 NO RELI9KRV 20' E" l A. The s tam shall be sub ted to fesfh to establish the ad uoc of 18' PVC 18' PVC V N D.4 U �r FOR BLDG T•P. 12 > / - DOS' A Ac lndlWbual components and of the overall sIetemb Wfty fo meet he OC 4580 49 LF ® 1.479 2 LF ® 7.799. �1 • ITC 4770 S FOP BLOC C"\ UNITS �- �' / BROW SANA FlNE Ser GRA LEL J0' BUILDINGS AC (12 UNITS) 9,736 Sg•- + 2 BC 4720 y U " \ BUILDINGS AP (16 UNl75J 8,40 ScF shll�enla ofd t no vedcos contact dowCONS and All cesacceptance testing �� TC 44.75 BC 44.95 _. BC 46.8 A-2 U \ D-10 BROW sA W4 SANWr, RNE sOx MANAGERS APARTMENT 702 SY'- shatesil it a/we pe ;b no ear! b Me Seed and no toned f0 o TC 4520 TC 4 .15 TC 4708 " " .. , , OQ6. . �� r / TW +9.3 ORAL[, NET, (mJ 2.0' teeth appall be pthe S IP un/us, SCDHS Shall ll a duly adis ad BC 44.50 \o I BC 4 .90 TC 46,7B / U U 50 68+ 5O l" \ / to the adequacy of Me SONS The SONS chat/ be the Ode alga os No WATER ENCLT/NIFRm the MO adagLLNay of Me Rana tested end dslbele anal/ be corrected to T C 46,32 I C 4772 7 • Y the oro albis /an of Me SONS g �I '6 `A A 44 �� LEGEND oasnwo PWOP09FD B. ReprooZclb/e ba-buil!"record dmwhga of Me completed eewo4e / TC 45.25 TC 4527 I n /Y BC 46.53 O U U U 4 U A A A\ colleof/en to Stam shall be submltled to Me SONS As-bu9fa must be N a^ BC 45 00 PY� I TC 4297 .'� '. ' . �. K " " " U U • . �`A`A / CURB algned and sealed by a duly lkensed New Yak State Land %L yw and • / BC 44.96 D µI 0 + i A,�'t must supply o cu/!able Permanent record of the moot /oeatim and Q 3 I TC 50.33 .-116 LF O a6af C �G�G� 57,29 18 LF ® 8,099 623 \ elewf/en of sewer /tea almefure; stubs, house CenneaNena, wyea Q/ I BC 50.08 . , 64 PVC and TC 45.16 D 1B CF ®)2.789 s, \\ / ( SIDEWALK aim of away eg strufa'real/ to orad o nectlans. a with 0 BC 44.66 / I O A 3 18• PVC 1 (O SMH O SOHS Standards hr "as-bu f" drowhga�sewer const kilo And 0 � \ I _ J - 7 P 50.2 a equal ffhg media, mf=Rm and/a d/glia/, as Ink en m)fa a D / �- TC 46. 6 I +56.4 1 STA 1+72 -C > DRYWELL W INLET requ/rod by SONS BC 7 TC 47 48 RIM 50.30 \ ( \ \ / 0 �6 LF ® 3519 B 4727 INV SW 42.69 / TC 4755 46 G Suttable as-bupY record drowh7 er of the oven feted ere "0 _5 !8" PVC K) + 9 P wage wake and/ I I INV NW 42.52 �3 \ / Q BC 47.30 ( \ 46.3 be submitted to SOH3 As-buptr must /ncluda but not be /lmtted to K) INV HE 4,197 / site P/en, operation and malnimance, manuals, Schemafke and elementary 1 / To 49.63 ST 2+ BC 4734 ; / 9 Process systema. Drawings must SMH TC 4759 ( Y SEPARATE PLANS BY BC 50.42 BC 49.38 £nghee, end must be Ink on m)fa a equal drcNhg mad/o, Inkro6/m / � I C 50.67 DRYWELL W MANiOLE COVER drown a of electrical machen/rn/ and I `• . TC 47.Bs� � O be signed and sealed by a New York State Licensed Prohselmal i 48 \ Ki 50 NAIZOR ENGYNEERING P.C. I / s V 7 BC 47� \ and/a dlgtto% as raI by SONS / I / 1J. M/ motwid and methods of construct/on must comp/ W/M the Standards \ DRYWELL W CURB INLET \ 4 q 7 TC 50.80 and ^ss,3 +513 / O D-11 ,, \ •SpedBcotIms of the SUFFOLK DEPARTMENT OF H. AL 7H SERNCES 50.55 TW 49.3 TC 48C 49 6J .4 a \ BC 46,41 -9-�v�vAPPR. /RRIGARON NfZL LOCA;IOW r �y� T BC 48.42 � azl � MANHOLE • - , 45 + I 1 50'7 (70 BE INCLUDED IN IRRIGA77ON r r'� T C 4938 ,-v^v \ TAX MAP No. DISTRICT 1000, SECTION 46, BLOCK 01, LOT 2.1 - s^�^ CATCH BASIN / +' 45,0 SYSIEM DESYGY4) r '�y� 51.9 �r=r'-" Y�r"r r r r"r v T'� ` STORM DRAIN D- Barrett, Bonacci + +44.6 I Ile , l + / J TC 50.98 52 2 \ \ l REVISIONS TEST BORING r �y ( / BC 50.73 TC 50.98 5 / ROOF DRAIN RD- O & VanWeele, P.C. N0. B-1 BC 50.73 BC 5183 / SANITARY SEWER CR 48 CROSSING TO BE ACCOMPLISHED �1 (/ TC 57.75 5 -�- fi3 \ _A THROUGH ✓ACK/NG OR DIRECTIONAL + FORCE MAIN - FM - RIM A \ DRILLING AS AUFHOW2W BY SCOPW 1 /(; BC 51.25 sDs / 403 p R1DO RIM OH \ \ (SEE SEPARATE PUNS BY sz g 19'33 39 W 15812 �_a0.29 le y \ NAKO4 bNL,7NEERlNG P.CJ � ERMCE -w - 42 0 A A A A A A A A A A A A A A A A A A WATER MAIN S WS _ RIM �- ,. A A A A A r 1 1 , A A �T A Y F2 TC 52.3s, TC 5213 \ / / / RIM ` mr ,,,. 0x s off c V ` ' �C `- '� `" `- ` ` ` `- �A�.A` TC5 70 V v V TC 52 7 �✓ HC 52. / UTILITY POLE �' APP OVED B CIVIL ENGINEERS/SURVEYORS/PLANNERS J4�T �f A� Y A A A A BC 57.BB 40 67 43,16 -�-� • n- V G9/oA`�4 BC 51.85 .66 -A A A_A mak_A_.A-_A_A / / 51.7 STREET/TRAFFIC SIGN -o- -P- 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 / 43.13 �- ON 6HJ� 6 _ 0 TOi�N OF SOUTH LD TI, 465 _ DH hl. s e J. .,� P NNING BOAR 4,ar- 6n � /t L4.60 9.30 D.R. 51 5 52.42 52.34 J)N 6N 6H 6H~"` 0"- WATER VALVE r THRUST BLOCK Z �/ www.bbvpc,com / 6 43.SO -/� WW 46.96 / SOLID WHITE LINE + ---rte +50.94 w +51,95 w � W \ 51,fi1 50.46 X50. CLEANOUT e VN W W 52 M1, 5251 52,33 �� DATE Amended Site Plan for �t` p /y BC 52.00 HYDRANTZZ-2-/12 _ / 51.76 SOCIO WHITE IINE 50.9° - 4399/ / -F-43 91ROKEN WHITE LINE 494f (� 5071 (7 y 'yy 453 / \ DOUBLE YELLOW LINE 56 9fi Sz.De 6276 os OVERHEAD WIRES -OH ,yq / ,7,75 DOUBLE YELLOW LINE 49,52 5,,3 5 �/ �j �525�T / 5,.92 = FENCE X CLIFFSIDE RESORT } REFER 70 ROAD IMPROVEMENT PLAN I / tE OFy1, +44µ NOR ROAD /+ p AS PREPARED BY BARRETT, BONAOI CONTOUR 65 65- 4^ / - (V.R. �v� 44 d' VAN ftM& AC FOR WORK / � C L GREENPORT 45.d1 sz 6z ys2 s9 h17N/N SUFFtX.IC CO{/NIY R.a W. 52.41 sLe6 YOU WHITE LNE sD.79 } TOWN OF SOUTHOLD SUFFOLK COUNTY NY n_ SOLID WHITE LINE 49,55 (MIDDI F SRO � y X5205 � � / - SPOT GRADE 50.2 +6]DO � 9 Ory_ 4479 / / 56 V" O 0.408 8'SDR .x5 PVC 6s TOP/BOT CURB GRADE T TC 49.88 A SANITARY SEWER s6T _ PLAN - - °" f5 79 •� OH �� y6.9i-� yyp5� 9 38 5 51.63 5I is 5z.n 6 '23 6e 6n On aH FLOW ARROW '4r.` 2e6 0n 0" OH-.g On On aH OH 6H OH-=SDH 6H OH OH OH OH 11 °" 6H �8 AL 4749 AND OF + GRAPI- C SCALE 71MBER RETAINING WALL -�� +s,7 e3 ril SA/H 5 SMH 6 EMST. 62.66 + ®2,,N SITE LIGHTING „ MAIN 20 a 1s, 20 AO so STA 0+0 STA 0+56 52.70 AOERARONOFWEOOCUMENT, ENCEPiBY PLAN 7 RIM 52.25 RIM 52.35 A UMBER PRO•ESE MAL ENGw INEER INV 4595 INV E 4.5.56 (EMST.) UNIT NUMBER ,+;-ii?f. ACCORDANCE MM SECNRI 7209 OF NYE 110000001 INV W 4.673 (PROP.) EDUCARM LAW, IS ILLEGAL m coon I.r."11� IN ( FEEIT I ✓E/WMV ✓E/SS �EBr SCALE PRUCT NO. DAM 1 1nFEB. 26, 2007 AS SHOWN A000446 inch 20 20 ft LM: SAN DESIGN VIEW: yAo.we000nc,ewsuuoon.Icsn.aewo,nuzomszs,szua,ut6.InW,osu \ TECHNICAL SPECIFICATIONS - WATER MAINS AND APPURTENANCES 5025/NEXCESS FO BOXAASY0r-9TSUB- GRADE CL EXCESS TO OX PA Ll T-99 Y.O. GENERAL CONDITIONS SOLS/N EXCESS 0c 9'BELOW PAVEMENT SUB- SAWCUr EXISTING SOLS INTH/N 9' Qe PAIEMENT GRADE COMPACTED 70 9OS MSY70 T-99 PAVEMENT 2'BEYOND SUw W I CO9* OF ED 70 yr TRENCH HHERE REOYy 1.1 Al/ work Is to be pr/rmed 11 accordance W/th the Wuhsmants of all Fed&W,, SLata County and alt othr mun/c{aal agendas hang jiniad/ct/an owe the DIAMEIER D FOR PAVEMENT Oc MAMMUM DENSITY PER wank: fie Contractor shall obtain all permlta necesary tr the co np/ete perfrmonm of work BEND 6 1 B' !0' 12' SAHC/T EXISRNG MSY70 T-99 L2 The Corhoctr will gurantu al/ work' Ax o pMod of one year from the date of the Oona-'a And written o tante. Darling the ane PAVEMENT 2'BEKWD SOUS WININ 9. O''PAl'EMENT RESTORE RQV (TIP) Contractor Mall rgoah o nploca at his own cast and mu, all ll mi al Tao Paas Me A B 10' VIENCHNI/ERE RE00 OF AMMADE GLN/PACIED R 95X PAVEMENT S APPLICABLE)aro equinreni opo f the and al/ contract wok performed and hrafa/led anar the Cmfmct that BEND 1/32 B 8' 9' 10' AA MAXIMUM DENSITY PER CURB INLET, FRAME AND GPA L FOR PAVEMENT 0.0. + 2'MAX. (W/ERE APPLICABLE) /a found to be de/eef/w. Al/remedial wanly Mall be pr/ormed to the aot/aPoetlan of fire owns, and all ognclee AoHn9.frNsdktlan. 6' B' f0' 12' 76' C 8 RU�pA ROy (Typ) AASN717 T-99 CAMPBEZL NO 2541, 0p EQUAL (SEE NOTE BELOW) A 1-6 2-O -6 3-0 -6 A 1.3 Prkr to exmwNm, the Cantncfo Mal/ /nwat/gate to the anent necowasy Me pnsmce of any underground 011116. In the area of the propoed wart. 1/32 B ! -J 1=9' = 2-0' -O 1/l6 B 7- 8- 9' 10' PAVEMENT suRaRADE TO. ELEV Any 1%11119 ul11%h7 rrcountred Mal/ be protected with Meeting bracing o olbw approwd means Any utRRy relamt/ms required Mall be cowdhlatd by the C 2 -0 -6 - 3-0 -0 C 10 OD. + 2'MAX. (WHERE APPLICABLE) , Contra tor w/fh the ut6/fy ower. A 2-O 3-4 - ' 4-0 -4 A 1-3 - 2- 4 - = (SEF NOTE BELOW) I. The Enyythw and the Suffolk County Deportment of Health SrHcea Mall be not/fled at /east 24 hours 1n cdwnce of cemmanc/ng work admitting wats, to 1/16 B I-9 2=3'2�6'2'-6' -6 8 0 1/8 B B' 9' 1!' o new axtia& flushIng o blowing off ma11a, s, Mlorhot/m of newly kefdled mains C 2-6 2-8 - 4-0 -6 f'' B' 9- °' 12' C 8 w O 6 B 10 B' 3�=6' -18' Pl•L` PIPE 11 A 2-6 3-0 - ' 4-6 -2 / - A -° 2-6 3-O 3-6 E 0• 2 I- �I 45 Suitable bawl" and caution elgns Mal/ be aced and mahltahed around al/ sAmmi sr and parked u ent. PdufNm and oufomM//e fn c 1 B 2-6 2-9 3= '3-6 -0 J 7' 9' 12 - akito M P aq fA Mall be /B 0 f/4 B 7' 9' 12' 1=3 F !z' =4' /=B' 2'-JO' i BACII ABOVE m Ind and protected l n accordance with the /table Helana of the £ 8 N Y. Manual of UnKam �m pro app 7YaAVc Control DMwx C 3-0 a PrP 4-0 -6 4-9 6-6 C - -9 7-8 - -5' - - ' 2=10' CEMENT LINED DUCTILE b : SPRlNIX1NE 70 1.6 An dam b the Contractor o /RCM/ WATER MALH ,I . J=6' m PIPE ZONE '•':.O.D BE PLALED /N Y damage Y t od)atmt ourbe a/dewo/k& /own area, Mmb& etc, most be repaired r replaced by the CanWcts, at his own """"""""'...... myenm to ~, ...............'.,.......v...,.;,.,,; BAMM AOL£ N .7.':. . ....... ,. .. ....... .. the gopl/mb/e Toon, County and/r State epee/Acot/ana, as saNy as pact/cal, to the sat/eMc!/m of the Owner. 2:W 5'PR/NpJNE 70 I,.y BONN. HPE ZONE ....OD...,..(.....:....:.:�,.,,,. BE PLACID IN A 2 O w A ........... .... ....... 2.0 SPECIAL CASTINGS 12'UFTS .5 .... ......... � 0 ^I •I SPR/NGUNE MA7ERALS 5' .,: SRN✓E _ __ B401M HALED A MWAZEZYN .��' SpR/NGIJNE ___ _ 6'LETS OY BOw sou wARr Cp 21 boy parr o Duceft hen mechm/mI joint Attkogs WAR be ufNhed unless otba wAm Indkated an the drawing& DucfNakah finings Mal/ how the letters 'B/'o ELAN � ° ___ D _ � 70 SPR/NGL/NE ELEVA DON DDOT¢E m:f m them. a L ____ BADOiL RACED AL7Eh1 TRY hV 6 L47S LW 60N S06'GI'flW'qe T ii?:; a BEGO'NG((PASS ill OR lN) mm 22 RH11gs with mechanical,,bhrf Amg6, Mal/ conform to the dhnenalme, weights tdsrmcm eta, for gmLfrm and/o duetNehen In A.N.£/./A.W.W.A. e• A[' a > irx xr a ., ____ ___ __ TO SpR/NCUNE EGEVAD°N J w 30. .!y b TABE.YA7fPolC EBWA'D1110 D ...::�:.tr; a ' , ' ,. .... 'rsysrro rats +ter 6' 25' I8' 25' SpxMcat/ans CI110-77 0 latest roHelm. � BEL�Yg(f[ASS dg Oq M) WIEAE LY.WYG ENCAYAIKW OrAiF APEJVYJIIS aalelE ANT1e ?:;'io GV9'/rA9E9A/WW GRE1hZLNTO@D 2.3 GYoyfran RlOrga Md/ how o protwro mt11p of 250 Pal %p to and kdud/ng 12 1111 d/ametr and 150 pal fo greats, than J2 kdr diameter. DuoOdArcn s/m wmecs �_J GCIVIWEII'AyAADy 0s,HE 79'kYJ'ES PRE-SHAPED FOUNDA DOY 04 flfi11gs Mal/ haw a pressure rating of 350 pal. up to and indud11g 2f Inch dkmetr. 1�'J.SN SECTION A-A .Quad FLAT FWNDADON WR/ Edd �d PRE-SHARED FOUNDARCN OR BACKFILL TAMPED MUO PIPE 2.} H!t/nga Mall haw d/reeNy cast upon them the manufoeture-', /dent/fleet/m, proswro rating, norn11al dtrnefr of epnkgx and the number ofd e r a�'u''o f voelon of the circle and/band& c al I`dP i�'e'' '� +5 FLAT FOV/NDA7ROV W7H HAUNCHES AT L1OV1RAC7OPS 2.5 Machankal g puM-m' f e with the m aA� •: " R P Awk E BACKFILL TAMPED vIRANIO HPE �� CSOPEDOY. HAINLHE'S: ATCOYTRAC70R5 CATCH BASIN TYPE 'I edAaahm C71�79 tr latest mb with pin Pip ,,6111 conhxmIn9 to A.N.£/. SpxMcatkn ALL!/-7979 0/stoat ro%a/arr o A.W.W.A ole ° O/SCRERON. '$ N.T.S. N07E5 2.6 Al/ /ltt11ga Mall b6 eemmt-lined/n oawrordvnce with A.W W.A. 4,oclA at/m C104-74 w latest roWslm, or AAS/. Seac/Aaat/m A21.4-1974 w latest mHNox ,•m; I m o a 4 N07ES L CLASS 1, A Ill O4 /V COMPACTED BACYIF/LL MATERIAL REQUIRED IN ALL PIPE ,'+.'•.• w:"r.: y: J_ ZOVES, PER US'L'S (UNIFIED SOL CLASNRCA DCN SYSTEM). /NSTALLARCW 2. .•..: •:^' •'I. 1. GLASS/, A N a?IV COMPACAED BACYF2L MAIETNAL REQUIRED N ALL PIPE ZGWE.T PER USCS UNIFIED SOL. CLASS7FICA ROY SY57EM 27 Rhe ebkf deflocUsn for mechanical jbh7te Mal/ not exceed 5 degrees (Mhr 19 Inch offael far an /8 foot length of plat s, 21 Inch offset far a 20 foot , ' • n/i D/� m ( ) 2. IF DEPTH IN 1OR A EXCEEDS 5' INE CCOR ANCEcn;R MUST SYA RE LA77ONG length of pFe) for elzes 6 Inch through 12 Inch dlameten Assemb/d fs Mould not be deffmtd 2 /F DEPTH Or 7RENCH EXCEEDS 5' 7HE caffmACROP MUST PRowar SHEERwo AND N BRACING A7 A SHEEDN BOX/N 7HE E0ANCE' WIN 094E GA, WALLS M ' AND SAMONG OR A SHEFING BOX IN ACCORDANCE WIN OSTIA REGULARONS AS AN B CK TO A lF PERPE a?IED BY 7HE URA4 AN THE 7REPOS WALLS MAY 2.B Cancnte bloating Mall be oopl/d m d/pipe lines } /nM 11 d/ametr o/cgs, at al// fees ptuga rope and of bends h6eefkg 22 //2 degrxa o moa .r1�1 AS AN ALMRNA77M IF PERMIrRED BY THE ENGINEER, 7HE IREN04 WALLS MAY Bf CUT BACK 70 A l:f SLOvE' 04 AEE NARIRAL ANf.YE OF REPOSE F04 THE &acting Ma// be of emaete of o mix hong o eamproaaM etrongth of not less than 200°p,x/. B/odr11g Mall be placed bdwaan ad/d ground and BE CUT BACK 7D A J:/ SLLWE O4 7HE NAMRAL ANGLE O'•REPOSE FOR 7HE 50.4 NNICHEVER /S GREE TER S WERE PIPE IS INSTALLED WIN LESS MAN 3' Or COMR, ALL BACIKRLL the Elting to be mchared, es Mown m the plena TEE HOR¢ONTAL BEPD E3•D CAP SOL, NN/LWEVE74 /S GREATER. MA7EFGL INRIX/GW°UT 7H£PIPE ZC4VE/S 10 BE GLASS/ MATER/AL. 3 WATER MAIN 70 BE INSTALLED NTH 4=6'AIIN COVER, 3.0 GATE VALVES THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN PIPE TRENCH DETAIL - PVC WJJ A// ouch/cal gate w11/wa up to and 12 /nd/ometer Md/ emkvm to A.W.W.A. Spedflm!/ms 0509 0 latest nNslm. Gate wlws she//be Iron bed}; N.T.£ N.r.& N.T5. usx-mounftd 200 pa/. minimum waking*h?g proswr% nm-%sing stem. 32 Gate wlme Mall Include mw hwlcol Jdnt mac conplate with al/jb/nt accessories IndudIng gvaketx 33 MarkIngs Mall be cast an the bamet w body of each wire and Mal/ Mow the manuftlawr's name o mark the year the valve casting eau made the 2'-6'MAX. GA 7F VALVE 70 BE size of the wire and the doWlinat/m of wcvk/ng wets,pressure, l'-6'MIN. EQUAL 70 AWWA CGWptE7E FILL 34 Valw boxes Mall be throe phos chat hen, 5-1/4'Mof4 s'/ding typo with Coat Aran row•, w/M 'WA 7ER' root an the comm SPEO'FICA DQN AN/SNED GRADE ALL HYDRANTS 70 BE C-50a CLOW, EDDY-IOWA DYWSM Na F-2640 OR A �' A 4.0 HYDRANTS SPECIFICALLY APFROWV AL _ R - \ �� OF 4.1 Al/ hy*wfs Moll cmfrm to A.W.W.A. SpecAlbahm C502-73 w faint reHdon for Dry Brre/Fire Hydmmnfa O . PAVEMENT(RYA) 5' r)HCAL FROW BLDG UNLESS 7 SAFETY FLANGE I 07HERWM DIRECTED. A2 Al/ hydrants Mall haw Permanent mrkhgo hfanthly1bg the mmakctaw,, and deslgnet11g the .Mr, of the main m/w coming and the yer of manufacture FINAL GRADE MokIngs Mob be placed so as to be readgy dlscam1ble and iegkle after III how been Installed. a 43 A poaUtw epawNng dmh7 mire Mall be Included to drain the hydrant propdy by openIng as scan can the mach m/w Is dosed, fie drain wlw Mal/ dose **an the ma/n w/w to open. h VAL W AND VAL WE OXVAL W BOX COWER70 BE LOCATED AS . .. •,. 4.4 Hydrants she//be pm~ with o 6'Inlet with mechanical Ab/nt and complete with o9 AMnt accessories Indud11g gastota and two 2 1/2' outlets with N.Y. 3 DIRECTED. threads Y 1-1/4'X 1/4'SIEEL 57RAP 4.5 A pnmr and second coat of paint Mall be sapped to each hydrant top sxtkn. The barmi Mal/be yd/ow with dumhum t 2 LA)E14S Or TARPAPER io AND BEINEEN )EE PL/1% 57/APED TO VAC WE op: and cepa OVER IRS a' 7SIONEARFA I ANO YAG VE'AND BE- AO,T/STA@LE LY/RB BOX TYPE x"ADJUSTABLE MANHO•E THEEN VALVE AND '? BINGHAM h TA MOR FTG Na 4901 FRAME d' LOCKING OVER HYDRANT-SEE NOTE .1 :! BUFFALO TYPE; CCUREN OR PIX WAMU NE YN" HA 7ER SER NCE APPROVED EQUAL FILM 2000 PS CLWCREIE w 6'LATERAL (COPPER HPE). 4 4 OR 57DNE ANCHORAGE `;'}1'., y SH THRUST BLOCK FTN/SHED GRADE, :° e 5.0 WATER MAIN AGAINST UNDlS7URBED ° , U ; C W SWP MUELLER H-15204 O'' ° MATERIALS EAR7N. APPOYED EQUAL .. J/4'DU. BAR TOP •..::� : a J' THREADED o a 5J Hbts, Main poing Mallbe 8 Inch oment i11ed ductge !roar '`Ij"a• mss- 11, e 'a 4 pie, thickness Class 52 meeting the roquhrnents of aCamwt /m A.W.W.A. NEIL-GRAD£° WASHED GRA 112 -nfl C-/0/A2L5°-96 :I NSI Standard at r"aknes, Design m Du Me Phi and C-!lAed In accordance race Standard A.W. for ow-9 Moir Lining IG^ (APPR. 1/3 CY) " A0A1ST 717 GRADE WIN DucMe-/ran Pte and ns and he Nbtau an latest ro Tates fie pPhfg shall be Installed /n vicewdanee with A.W.W.A. CBOO-99 7natal/of/m of LONG BR/LWS W7H _ Duet6e-/ren Wats,Ma/ns anal their Appurtmancea'o latest roHelm' S7W& CONCRETE OR COMWEIF BLOCK CORPORA R49N STOP MUELLER H-J500 (rm 'e' 24' MORTAR (4'11/N.-/2.MAX.) t-0 A� IXOCK MINIMUM 6' 7N/Ll'f AND 12'SQUARE 04 APPROVED EQUAL WIN APAC FULL 52 P/ae and couplings Mall baa Id"Wout/an markings that wNl remain /agbAr durIng normal handing storage and Instdlot/m, mich how been rPp//ed BODY SUPPORT INSERT smwe • NOTE: MANUF. IDDV77RCA NOW 2' 0C °A7 SID. M.H. S7EAS 11 a manor Matt d/ not reduce the strength of the pipe rcoupling or ofharw/x damage than. L) PUMPER oumrr SHALL FACE S7REEr, HOSE ouREm SHALL BE SAOOLE/ 1O7 }�8't ELOW OWADE.AU O CAST IN WALL (�) (SEE DETAIL) VALVE ANCHORAGE DETAIL PARALLEL 70 STREET. 53 7uM-an'/drat Mall be used unless Pthenlm Ind/rntd In these apx/flrot/ona ,k/nta Md/ conkvm to A.W.W.A. SpxlArnt/m 01/J/A11.11-00 0 2.) FKUMBNEW Or HYDRANT TO BE CHEOICED 1N 7*0 O'RECRLWS 90 latest roHelan. DEGREES APART. AU 0•BUTK RUBBER 144SINST.ILLA 770V 3) RO'AWNG SHALL CONSIST OF rx0 3/4' THREADED RODS CAREFULLY COATED WN 9711MAS77C PANT. RODING MAY ErF OU/77ED BETKIW 54 I frtr maks Mall be laid to the linea and groin establ/Med b the tans and edflooNans unless dhxted otherwfae b the Owns, r his 7HE MAN AND LA 7ERAL VALVE ONLY WERE A rAPHNG VAL V£OR rosentailw. fimchas she// be exmwted to the y P aP Y 3=3'MAX. 4'-0' rap required d/gnmmt depth and width and M cronfamance with al/ Fedral, State and local rogulot/me. HYDRANT VAL IE ANCIORING TEE/S USED ,) 1-J/2'STONE SHALL BE PLACED AROUND INE HYDRANT FROM THE W"' MA (71W)WATER SERVICE DETAIL "P SS %hen the wbgroda H found to be anefab/e r to Include 6Mea, ckdra rofusa agent mvtMo/, or oMr uneu/!able mafMa/, such mvtMP/ Md/ BOrrom or 7NE mlwa,, BUT AT LEAST 6'BELOW LHE&ASLr or be removed to a mhdmum of(6) Inches, a to the depth ordered by the mg11w, and replaced rods, the d)nct/m of the wgha with dean, stable THE HYDRANT 70 6'ABOVE 7NE WAS7E CREN/NG AND 77 A DISTANCE N.T.S grams/o backfiV material rmah bedding Mall conform to the Unt-Ball standards Or 12'AROUND THE ELBOW. K°4R-N-.SEAL FLEXIBLE SLEEVE 5) HYDRANTS WIN PLUGGED GRANS SHALL HAVE A J'BLAOK 'o OR APPROVED EQUAL (T)P) 56 fie Contractor Ma// be required to use goprowd means to heap watr out of the trenches m//, plea /s being laid and away From the JoInts unite CIRCUSHWRA PS W I ORECIL PLUGGED UNDER THE PUMPER OUTLET. I F FOR ENSRNG SION-192 °NL Y. they haw set. t�m V ALL DPEH/NCS 07HERWSE 6.) lF GRQUNOWA7ER /S ENC1N/N7ERED WMAIN 7 FEET Or suArAc& NEEP �aal 'a 314-0 MUST BE PRECAST. 57 Sackly/Ing Mal/ be ac'rompl/Md with materials approved by the wglnw 1n accordance w@h the plans A6 backfill material Mall be five tram HOLES SHALL BE PLUGGED AND HYDRANT PUMPED AFTER USE. 2 ( ) clndrs, OM, refuse vegetable o 4TWA: matMal, boulders racks w stones J-1/2 Inches w larger In size III sog o ofhr motwlal that, to the FTR 8X6' 'Y TYPICAL SYZE op11lm of the urginea; Is unsuitable. BodrM/ and mmpact/m of pipe tronchas she//be In accordance with the aetahs an the plans HYDRANT DETAIL CAMPBELL FRAME A' COWER MODEL Na 1735 CWLORYNA DON, FLUSHING AND BACTFRXILOGICAL 7ESDNG N.TS OR APPROVED EQUAL FLEXIBLE JCNT STOPPER OR ENO PLUG (T1p) FOUNDA RAY WALL 58 Lril ft with Mol/be In accordance of with l A.W. an S0 mg1? at all hmem9 r latest roWa7m. The roqu/rod M/alma dowge 1, 100 mg/7 of ch/wine /n SECTION A-A MDNLVJIH/C BASE d' F00RNO the mains with o chlaNnt residual of not leas than 50 mg/1 at al/ tNnex 3:Y3:Y8' CONCRETE PAD an Hots,moble Mals be blown PN at P fluting w1wityno of not /tha than 2.5 feet as, second unfN al/mud and thetone, aro removed from the mo/n Jr, and the chloNne roalaval Is e@hs, reduced to zero r not h/qhs, then the M/Wne ra+ldual ganra/ly prew6kg k the ayetem. 510 One bactr/dog/cal sample Will be required for each 1,000 Aha kat of water main and for each dead and ff paslt/w sump/as aro abta#W in my N07ES' MIN. 7O I 70 am,, more datal/ed samplIng we/ be required. After each secNm of main an hos beblown off, riles of wets, Mal/be lakan ham the approved - 1 ALL MANHOLE SECROVS SHALL CONFORM WIN A.£T.M. C-478-70 STANDARD samp/Ing prints by the lab personnel from a New Yak State Approved Laboratory Are costs for the bac ridogleal testa Mali be paid for by the SP£O7RCAR0VS FOR PRECAST RamF0RCED CONCRETE ii H. SECRCN£ Contractor. 51! No ssct/ons of new Inch Mall be cpmed to the dlsMbutlan s tem undl negotlw badMd ten/ testa aro obtained b o New Yak State 2 MANHOLE RISER SECRCV 70 BE FURNISHED RE ME OR 4'REQUIRE AS REQUIRED ya ag y Appeared SEVER MAIN OR 04 WATER MAIN OR ��" PVC PIPE 3 MANUF. 70 LERRFY THAT MANHOLES DEZ/VETTED MEET ALL REQUIREMENTS OF, Labaatoy (with a cant/flcote that the sanp/es owe token by lobovtay parsrrnal) and oppmvd /s gmnted by the m9kw and the Suffolk County SIRNCE'LA 7ERAL - GSD SPECS Department of Health SerHcaa. WATER SIR WCE ANGLE VARIABLE _i- ASEMENT SLAB v _ _ (WfERE APPLICABLE) F'RES6l/RE AND LEAKAGE 7E575 m2 30'ELBOW- - 512 A ro tent Md/ be conducted m al/ mocha 11 accordance with A.W.W.A. Sax/ACoNma 0600-99, a /.feat nWi/m. Under the Pressure test 45'ELBOWS P III BEYOND the h rostatk Asum Mall be set of least 50 ps-cent Mew the normal cp"llng pressure but In no can ieaa than 100 pal, based an the YP BRANCH GRADE New ran of the iowsst point an the i11e w sed/m under tut and casvcted to the elewt/m of the fes! gauga Proawro Mal/ be app/kd b mems SANITARY SEWER MANHOLE of o pump connected to the pipe In o manner satisfactory to the 01 y 1O, 70, N.T.S. ASSEMBLY MIN. S/3 A leakage tut Mall be conducted an alt ma11e In wlwd asd/ens In aeeodmee with A.W.W.A. SpxiAmilm 0-600-99 or latest roMMm, elthr NOTE- 1Yp IZ M 70 A F0077NCCONOD SEVER conournrHly Is, hnmedkhly ahs, the pressure teat has been wilefocialiy cannpiafed. Under thecen /lakaggaa fest the hydrostatic prePressureMaY be set of WIEN SEWER LINES CROSS ABOVE WATER LINES, 7HE SEWER LINES SHALL �� �r 2,00 L/NE AS REL//RED leas! 50 pert show normal oos,atIng proawre but 11 no mu leu than 1010 p.&/. Ibr the parrtkulo/acaNa4 and the duration of the test Mal/ be BE CONSTRUCTED O''MA7ERIALS AND JCN75 7HAT ARE EQUIVALENT 70 - ' EIA. at /east two hours No pipe Insiallnllm wM be accepted unill leakage is /we than the number of gd/ms pr hen, as detsrmhed by the fomu/v: WATER MAIN STANDARDS OF CLWSTYUGRON FOR 7HE EN77RE LENGTH, AND SHALL BE PRESSURE 7ES7ED 70 ASSURE HA7ER77GH77VESS PRICE TO L - (SND> P BACKFILLING /N ADO1770% WAIER UNE JCN75 SHALL BE AT LEAST 7EN 13.7200 FEET FROM 7HE PCNT OF 570SS7NG, 60' HIE' C: allowable /fid/ma pr hour, Sr length of pp$rdhro In feet,' D.• nominal d1mrstw of the Poe h Inches' and CAST IRON% BLDG SEWER LINE P.- average test prvssrm dur/rrg the leakage twt 11 pounds per square Inch gouge. WATER/SEWER CROSSING DETAIL CLEANOUT DETAIL 7HRWGH FOUNDA ROW N.T.S (ADAPTER AS REQU/RED). B'/ RPZ DENLE FEWO MOM 860 SEF 'Y BRANCH ASSEMBLY OR EQUAL SFW£R 717UNK UNE NOW A: ry CURB INLET- PROPOSED NOT BOX%NYDROCOIK Nh^ RICHARLL FOUNDRY TYPE 2500' B' g• ENLYOSU7l MODEL 6 (IND (p1 EQUAL) SEWER SERVICE CONNECTION CAMPBELL FOLANDY TYPES 25°1 O7 2511 ,,9916 105'L x 7/'W x 64N (INSIDE OIMENSIQNS) 0o I tl FLOLWHART FOUNDRY RVEF 624-61455 Al sx anCRWLAR INLET WERE /NDICA7FD LW PLAN SCCS IN EXCESS or 9'BELOW PAVEMENT ST/B- I GRADE LYM/PAC7ED 70 90[AASR70 T-99 b EXT RNG GRACE - - CYLRS GINE PAVEMENT 7EST COOK T 7EST cow SA*vE r 2'BC SOILS WINN 9' OF PA VE71/ENT UNDERNEA7H UNDERNEATH PAVEMENT 2'BEYOND AIR AP 1172 x 83'W x 4' CONCRETE SLAB PRECAST CONCifE STRLM+T CC unrre T.C. ELEK &G ELEV OF MAM E DENSITY R 95,5 SCREENED 50 50 7RENLH WIERE REOTy OF MAXIMUM OEN571Y PER GRAIN PORT B' 30' MIN. F.XISRNC ALLOW 4'FCR FINAL FOR PAVEMENT AASH70 T-99 WA 7ER MA SEENOW ii" ADJUS7MENT Cls' CASRNG RE57CMARCJ (TVA) 8__/ 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO �-PAVEMENT APPLICABLE) ° ' WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS REQNFORCfO m EEDD. + z'MAX. (WHERE APPLICrIBCE) 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL / CONCRETE SLAB (SEE N07F BELOW) INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO / �� •• `,. . I ' s,.`.•.., . PROPOSED B' WITHSTAND THE LOADS NOTED ABOVE. 8' WATER MAIN SECTION A-A SLE 3. ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY / e aASS IV- PGRRA %/ e e e - e e e RLP PIPE RPZ ELEVATION [TVP. FOR S' a 4' DEVICd NOTES STRENGTH CONCRETE. PR)POSED F CE MAIN _ - - _ _ _ MODEL 880yOR WCAOL N.7.S / _ _ yl BACKHLL ABOVE J. RPZ ,L/ BE MINIMUM 8'FROM BALK WALL WIN NOTE: .','.':.'.'.'.'.'.':.'�'.'.'. SPRINGUNE 70 mYrcOGWS ON EXTERIOR 570E rel BE PLACED /N (ROTATE TEST COCKS 32' x56' ACCESS PANELS PROPOSED j/ F gj CLASS /,/,m OP /V '('��AO:r.1'.'.'.'.":.'.'.'.'.':. AS NECESSARY 70 PRECAST S70R,M DRAIN RINGS- Jz LIFI5 2. A-W054 MUST BE PROTECTED AGAINST FREEZING WATER MAIN / ? FILL A TERI BACK- FACE•EXTERIOR) TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 40 40 m® ® ® ® ® ® ®m � FILL MAIFR/AL IN 4 INSTA(LADCW REQUIRES (2f 1500W HEATERS THE ALL HPE ZONES HEAL S ARE 70 No LOCA Exp 30'ABOVE INE Barrett Bonacci J'M/N. CM[M ® ® C� ® EM ®fes a 30'MIN. CLEARANCE 717 COLLAR 2 PER UOS JAL If AND SHALL NOT BE EXPOSED TO RELIEF REVISIONS SPRINCJNE NEAREST OBS7RUCROV \\ // m® ® ® ® ® EM ®MCKASYLINIRF SCG _ D _ _ 01IFILL ALA CEO AL 4' OS TI Y WEN OPEN YALi£DISC/ARGE. & VanWeele P.C. Ca CM ® ® CEM am SYS7ElfS)"RQU _ � FTS OV BO7H5 SYDESA YIN 4 VAL VE (IYP.J 4. 3 ADEWA IF ETEC7R/C POWER SHALL BE PRONDED. / P/PE T° SPRINIXINE EZEVA7gV \\ / GRWNOWA BEDDING(CLASS 1.1 f OR 111) NNERf L lE3T COWS MUST HA VE 30'MINIMUM • 7 m I/NSUITA&E MATERNAL /S IPE IRNTERED p llv oRT 8• REDUCER 5. DMIN POR75 CANNOEIVED CLEARANCE ;WEN T BE B.ECr TO FLOODING 1 WRING x is OPEN. EXCAYADOV CM'HPE 7RB✓ClE5 _ MIN. AND MUST BE SCREENED. MA BCLEAN SAND ANOACRALL. LCRAVEL� FLAT 70 FRE-SHAPED ROVNW7N°N QU `/�/�\�/�\\/n\./\\j�� HA7E7PROP�MAN Y R7 SNE 6, PROPER MAINTENANCE' MUST BE PERFORMED eF 4 IQLQ REMOVE ALL CLAY ALONG BUILDING DATE CIVIL ENGINEERS/SURVEYORS/PLANNERS BACKHLL TAMPED INTD HPE AS REWIRED. NAUNCfEs AT CONIRAC7(MS Z LIEINCES MUST BE FROM NEW YORK STATE 175E Commerce Drive, Hauppauge, NY 11788 it DISCREROV. APPROVED LAST. TEL 631/435-1111 FAX 631/435-1022 DATUM ELEV B OS k Y N07F•WELL AS 14 A7 RED AS NS) HILL A 'WCC B. DEIMLES MUST BE SUPPOPTED rD THE FLOOR www.bbvpc.com 50.00 (AS HELL AS SYLTAROW BASINS) HILL BE EXCAVATED A B-1/2' VALVE (TVA) A W,1H PIPf STANO4IONS -- ---- .� 70 A OEPIH TO BE DETERMINE° IN THE FIELD NOTE B' RPZ DEWS FEDCO CLEAR I /F DEPTH 0 IRENLH EQUALS 0P EXCEEDS 5'-0' _I m p F V•O a m m N ^ h m m BY THE ENCNEZF AND BACKHLLED WIN S70NE. THE COV7RAC7DR MUST PROWDE SHEERNG AND MODEL 860 0R EQUAL MIN. 9 INSTALLARQV TO CONFORM INRf SNFFCJ( CC/lNry UNDERLWNG SAND AND GRAVEL STRATA BRACNG AS AN AL7ERNARW_ RHE 7RENCf WATER AUTHOR/TY STANDARDS Amended Site Plan for WALLS MUST BE WT BACK TO 1:1 SLOPE; OR 10. RE:5YU£NT HEDGE OR BALL VAL VES TO BE USED. 105' CLIFFSIDE RESORT �• NOTES' I HECHE£RAS AGNEA TER REPOSE FOR THE SLV4 7L ENCXOSUR£ 70 @E NOT BOX 0+0 1+0 1+72 2+0 3+0 3+JO L MINIMUM OF l2'BETWEEN POOL£ 77EQUAL ^roROCOW, OR '(E OF 2 RECTANWLAR OPENING 70 MATCH SIZE OF CASING. 32" x 56'ACCESS PANELS 30"MIN CLEARANCE 70 NEAREST 04STRUCROW y� VIN L / GREENPORT ELAN WHEN OPEN 12. ENCLOSURE TO BE NEW YORK DES/GNA ROH, FORCE MAIN FROM PUMP STATION TO SMH-5 LEACHING BASIN PIPE TRENCH DETAIL - RCP N. TOWN OF SOUTHOLD SUFFOLK COUNTY NY B SHEET N.7.S. NT.S NOTE.• PRIOR W IF ORDERING HOE OX ENCLOSURE; ECT To Rr7 �qy NECESSARY �PLLETF7H INSTAL WIHONAS�SHHOW. CeBpNµ WATER MAIN, DRAINAGE 7 AND SANITARY DETAILS OF RPZ IN INSULATED ENCLO RE RAIIGND( NI Sa MLNr,ONESIN 7 A LIRDANCI WM SECR�MLO ENtlNEER IN N.T.£ ACCORDANCE no AW, is I L7109 Whys EOUCA IIDr!LAW, IS¢LEGAL o vaso eo,v.,r.c DESMED BY DRAWN BY CHECKED BY BALE SCALE PROJECT N0. LM: DET JE/OJ ✓E �hQ FEB. 26, 2°07 AS SHOWN A000446 VIEW: DETAIL 7 of 7 L�e/u yAvavvuvvW ns\ewpNvvvUF5P9 tlwgpryQw>s,]a¢f IM1V.uhIIQW VSv ul _ N 313852' E LONG ISLAND SOUND N 353225• � S1.9B• E N 34,0123. E, �� 53.4{• N 2318'20' E N 28112'10' E N 2238'26' E N 22'35'49' E N 24.25'20' E N 29.15'52' 52.90' 54,04• 53.26' 57.85' 20.88' E _ 50.22' - � ArrnanMAa A.a"=� 88V AL arosav lu>:vaAuee ♦ •�� K.w°.x Gv wasrAL 91IXSOY IGJNp / ooe ASA Aew. row uw raRnrx° � � O �� reEr If a r / 00. nNNI 40 mr Lrwurur (sEAl,evrAAIY/GigV g9,• !Akar 000 �WFFmw"rr r4 ANYc nr)•wm ar nL uno uS mJ 0�, �► (K AAPKaNm or a6 mw awaniSS w IIAmMI a 7 �� I � ALDfS'ADP FA! L L I BUILDING ^�•I ~J / �e uNlIT MMM n L � • � IC•fEIA,RFSa�»�A�Nw r \ m r IevNwD Or' LANG NOW OR FORMERLY OF L• / •, 1I / E E BANG ORS A HH = I{ Q, LAND NOW OR FORMERLY OF JERAD MOTEL CORP. •, 1� r � 1• � J Q , • 1'I•'•�� A•y 1,iLrlS ., ' ON r.v • • 1� e O msar $ DROP CIM .:. I 8 Gi p h fo DROP CURB �, , •„11 ,x .. G IM l • • � \ .; J? V�� , PC. ]10165 + �• J85 & _ _ 9J�C1j o0 a 3 8 e •��w�o uwrt or eArsxw vcnAxo / uxo us cw no,c'ro'•r eoev Pw '�� AL SFTw .19.9] 4 ti 9E Na E5 h aISQO L y b LANG NOW OR FORMERLY OF ) Ia(b• B�•� *� np POSE M. STEWART r OF.A• /ryas. •ete s / / eaw• Q' LK311TNG SPECFICATIONS / $ N BUILDING 'Q POLE—MOUNTED Sl T£ LIGH77NG• L/THONIA ARCHITECTURAL OUTDOOR LIGH77NG ' v.v::::,,,..: . . ............ 4 ..:�,...:;; ;Av;.::;:;:;:::•!?a: 12 UNITS E ar JRA ••” "•' KAS 175W METAL HALIDE f0 $ O ear WALL—MOUNTED UGH77NG.• L/THON/A DECORA77W WALL—PAKS \ \ �s \ / �4i aro• ° { WG/WP 28W FLUORESCENT F/XTURES NX ............... Taro• Yk \ \ GENERAL 1\ pP 00 1iOd 06 ••••••:':;:'•': •••' P: waa/• VTGV� N .............. .,, 1 � �• is �'�""';' ;... .. 1. ALL METHODS OF CONS7RUCPON TA SHALL CONFORM TO THE APPLICABLE STANDARDS AND »/;:'..: ;, rtaA• - SPEURCATIONS OF THE TOM OF SOU7HOLD, SUFFOLK COUN7Y HEALTH DEPT., • •' SUFFOLK COUNTY DEPARIMENT OF PUBLIC MARKS 2. TRAFFIC SIGNS AND STRIPING SHALL CONFORM TO THE APPLICABLE PRONSIONS OF 7HE PN 5. .y �iLnar Acrsaez -- ( To >4e° N.YS MANUAL OF UNIFORM 7RAFRC COW7R0L OENCES UGH77NG SHALL PROWDE A MINIMUM OF 0.50 LUMENS PER SQUARE FOOT. FIXTURES qw Pw rn ss a" macro• e / SHALL BE SHIELDED TO PRVE E /'/T SPILLOVER TO ADJACENT PROPERms ACT A869 a \1C' °° a A SFE ARCH17ECTURAL DRAWNGS FOR ADD1770NAL SY7E/BUILDING DEMIL3 �• (CONCR£7£ PADS, ETC.) / \ \ � 5. CODHANDICAP PARKING 70 BE PROVIDED IN ACCORDANCE W11H BUILDING °„o, N \ \ $g maar CODEE REQUIREMENTS /N EFFECT AT THE I7ME OF CONSIRUC770N FOlREC7ED BY THE PLANNING NG BOARD \\ 4-� ` X35.39.WW 158.12 I _ 14S 52, + �N�• ryyS 1933 39 S 24'02'49' W 297.94' 4 df ,o, LEGEND PROPOSED EXISTING —. CURB OuxE / CONCRETE CONCRETE WALKWAY PARKING SPACES �O SITE LIGHTING -0 wsEx ro Ra1h awroNaewr NORTH ROAD (C.R. 48)OMM a Mr�.m roc 'r TAX MAP No. DISTFUCT 1000, SECTION 44 BLOCK 0% LOT 21 (MIDDLE ROAD) REVISIONS Barrett Bonacci 4/9/01 7OI1N COMMENTS Barrett, 1/7/02 BLDGS. B & C & VanWeele P.C. 7/2/02 FORCE MAIN • 1 6/2/02 HC PARKING N07E 6/4/03 HC PARK/NG 6/9/03 SANITARY 8/7/03 SCH.D. COMMENTS CIVIL ENGINEERS/SURVEYORS/PLANNERS 9/3/03 SCDPW COMMEN75 7/2/04 SEWAGE NUN PUNT 175A Commerce Drive, Hauppauge, NY 11788 TEL 631/435-1111 FAX 631/435-1022 www.bbvpc.com Amended Site Plan for '{E OFCLIFFSIDE RESORT (, GRAPHIC SCALE KEVIN F L GREENPORT 16 w w m i x TOWN OF SOUTHOLD SUFFOLK COUNTY NY 3o D fxo ? SHEET ro90 °6268b Pi• y $°. ( IN FEET ) NA DIMENSIONAL y1 inch = 90 1� PLANALffflA PON V NIS °f a a c EXCEPT BY A LICENSED PROFESSIONAL ENpNEER IN p ACCORDANCE NIM SECTION LEGA 7 NYS EGNCATON UW, IS ILLEGAL ® ¢o 111.11 P P DESIGNED BY CRAM BY CHECKED BY DATE SCALE PROJECT N0. ✓E JE �b_1 10/03/01 1" = 30' A000446 LTA: DIM vil' VIEW: 8 1 / t ' DRA 4AGE CALCULATIONS DRANAOE STRUCTURE SC *3YJLE DRAINAGE BASED ON A 6" STORM STRUCT. STROCT. TYPE RIM`'FC TOP OF BOT OF EFFECTIVE INVERT 12'0 DRYWELLS USED WITH A CAPACITY OF 100.87 CF PER VF Na. OLEV. RINGS RINGS DEPTH ELEVATION A-1 12' DIA DRYYWLL W/ CURB INLET TO 47.70 45.41 33.41 12' 4342 DRAINAGE SYSTEM A A-2 12' DIA DRYWELL W/ MH COVER 48.28 45.x1 33.81 12' 43.00 ROOF 1,449 SF X 6/12' X 100% = 724.5 CF A-3 12' DIA DRYWELL W/ MH COVER 48.98 46.20 34.29 IV 42.68 PAVEMENT 4,761 SF X 6/12' X 100% = 2,380.5 CF 8-1 12' DIA DRYWELL W/ CURB INLET TO 45.16 42.57 2a.a7 le 40.58 WALK 664 SF X 6/12 X 100% = 332.0 OF LANDSCAPE 1,451 SF X 6/12' X 15% 108.8 OF C-1 12' DIA DRYMU. W/ CURB INLET TO 44.30 42.01 26.01 u' 39.72 - 3,545.8 OF BC-2 12' CIA DRYMU. W/ MH COVER 45.06 42.30 29.39 14' 39.50 3,545.8 CF a 100.87 = 35.15 VF REQ'D. BC-3 12' DIA URYWELI. W/ MH COVER 45.11 42.44 25.44 14' 39.,W USE 3-12'0 12' DEEP D-1 12' DIA DRYWELL W/ CURB INLET TO 45.17 42.68 33.86 B' 40.59 36 VF PROVIDED , - 0-2 1Y DIA ORYWELL W/ MH COVER 45.87 43.00 34.00 9' ID.47 ^"xd - I DRAINAGE SYSTEM B & C COMBINED E-I 12' DIA DRYWELL W/ CURB INLET TO 43.35 41.07 28.07 13' 38.88 E-2 12' DIA DRYWELL W/ INLET 43.30 41.02 28.02 13' 38.58 PAVEMENT 9,896 SF X 6/12' X 100% = 4222.0 CF E-3 12' DIA DRYWELL W/ MH COVER 41.60 38.93 25.93 13' 36.35 . - 146x_ •':r'i�,, x4T'!$1-°r, ,l ,,,,.� ' i y "e WALK 444 SF % 6/12' % 100% = 222.0 OF i fl� LANDSCAPE 5,217 SF X 6/12' X 15% = 391.3 OF E-4 12' DIA ORYWELL W/ MH COVER 41.50 38.83 25.83 13' 35.21 Qqt] - Li- 5,561.3 CF E-5 12' DIA ORY UE W/ INLET 41.00 38.33 2].33 t1' 36.09 13 _ _- 5,561.3 CF _ 100.67 55.1 VF REQ'D. F-1 12' DIA DRY UE W/ CURB INLET TC 40.45 37.71 25.]1 12' 35.42 USE 4-12'8 O 14' DEEP F-2 12' DIA DRYWELL W/ INLET 41.10 38.43 28.43 12' 35.30 56 VF PROVIDED 0-1 12' DIA DRYWELL W/ MH COVER 37.80 35.13 20.13 /e' 32.52 0-2 12' DIA ORYWELL W/ MH COVER 38.90 36.23 21.23 IV 32.32 DRAINAGE SYSTEM D 0-3 12' DIA DRYWELL W/ MH COVER 39.60 38.03 21.93 15• 32.12 - - ROOF 1,179 SF X 6/12' X 100% = 589.5 CF G-4 12' CIA DRYWELL W/ CURB INLET TO 37.30 34.a3 19.63 15' 32.72 -- PAVEMENT 1.800 SF X 6/12' X 100% = 900.0 CF 0-5 12' CIA DRYWELL W/ MH COVER 37.33 34.ee 19.68 15' 32.52 _ ILII - WALK 132 SF X 6/12' X 10O% = 66.0 OF LANDSCAPE 1.389 SF X 6/12' X 15% = 104.2 OF H-I 12' DIA DRYVIELL W/ MH COVER 37.95 35.16 20.16 10' 32.a7 "..r„ „'- 1,659.7 OF H-2 12' DIA DRYV W/ CURB INLET TO 37.59 3477 19.77 IV 32.75 1.659.7 OF = 100.87 = 16.5 VF REQ'D. H-3 12' DIA DRY UE W/ MH COVER 37.80 35.13 20.13 15' 32.63 H-4 12' CIA DRYWELL W/ MH COVER 3a75 38.09 21.09 15' 30.53 - tl H-5 12' DIA DRYWELL W/ MH COVER 40,73 32.08 23.06 15' 30.15 :i DRAINAGE SYSTEM E H-6 12' DIA ORYWELL W/ MH COVER 40.82 38.25 23.25 5' 30.03 ROOF 6.735 SF X 6/12' X 100% = 3,314.5 CF I-1 12' DIA DRYWELL W/ CURB INLET TO 49.39 47.10 35.10 12' 44.61 PAVEMENT 2,829 SFX 8/12' X 100% = 1,314.5 OF I-z 17.' DIA DRYWELL w/ MH COVER 49.48 46.81 34.81 17.' 44.88 _ WALK 1,181 SFX 6/12' X 100'7. = 590.5 CF 1-3 12' DIA Dii W W/ MH COVER 49.98 47.29 35.29 12' 44.57 3, LANDSCAPE 12,808 SF X 6 12' X 15% - 960.6 CF N 3434'32" E DECK 1,590 SFX 6�2' % 15% = 119.3 OF J-1 12' DIA DRYWELL W/ INLET 41,00 37.00 25.00 12' 33.90 11.65 LONG ISLAND SOUND J-2 12' DIA DRYWELL W MH COVER 41.70 37.0 25.00 12' 33.90 6,352.4 OF / 6,352.4 CF -- 100,87 = 63.0 VF REVD. J-3 12' DIA DRYWELL W/ MH COVER 41.50 3].00 25.00 IV 33.90 �- $1,86. USE 4-12'0 O 13' DEEP & X-t 12' DIA ORYWELL W/ INLET 31.55 82.88 7.7..88 e' - 3401' 1-12'0 63 VF PROVIDED RD-1 IV DIA DRYWELL W/ INLET 32.75 30.25 21.55 9' 28.85 `43.443" E N 23'16'20' E 52.90' N 254,04' E N 22'38'26" E N 2235'49" E N 24'2520' E N 29'15'52' E' RD-2 IV DIA DRYWELL W/ MH COVER 32.00 30.10 23. 0 9' 33.9 '° 54`04' 50.22' 53.26' 57.8$' DRAINAGE SYSTEM F +- 20.55' RD-3 12' DIA DRYWELL W/ INLET 37.80 35.90 23.80 12' 33.90 \ PAVEMENT 4.234 SF X 6/12' X 100% = 2,117.0 OF WALK 521 SF X 6/12' X 100% = 260.5 CF _ _ _-_- - -. LANDSCAPE 261 SFX 8/12' X 15% 19.6 CF - - - - _ _ -_- �_ - - - - •1,~� Arrnanwere wArzn ux� - _ - _ _ 2.397.1 OF DRAINAGE SYSTEM K - _. - - - - - _ - - -`_ - - _ = _ - - - - ' + _ . 1 - - - - 569.5 OF 08� \�� \ \ ^ \ i ' \ / 6.\• -i j., _ _ _ _ _ + _ __.....k �. , USE 21 2' } 100.87 - 23,8 VF REQ'D. LANDSCAPE 7,860 SFX 6/12' X 15% - 589.5 OF _ _ - - - - USE 2-12'0 012 DEEP - - - -_ � � - - -- - _ _ 24 VF PROVIDED - - -_- - - - - - - - - 589.5 CF. - 100.57 5.8 VF REQ'D. - DRAINAGE SYSTEM G USE 1-12'it 0 6' DEEP - ® - - 6VFPROVIDED - \ - - - _ - - - - -_ - - = - - ROOF 5,888 SFX 6/12' X 100% = 2,943.0 CF _ .� _ / _-_- _ _ - PAVEMENT 6,996 SF X 6/12' X 100% -�-- �� - - - - - - - 28e�\ \ \ - - - - - - - - - - - - - - � _ '- // / _ 8- - LANDSCAPE / = 3,498.0 CF ROOF DRAIN RD-1 & RD-2 LANDSCAPE 15,531 SF % 6/12' X 15%= 1,184.6 CF \ - - 1 . _- 7,605.8 CF 2,446 SFX 8/12' X 100% = 1,223.0 CF / \ - \ _ - \ \ \ \ v _ 614 = \ \ / / / j �� \ \ \ - - -12- . LANDSCAPE 6.202 SF X 6/12' X 15% = 465.2 CF - / \ / / / / 1� \ \ \ 7,605.8 CF _ 100.87 = 75.4 VF RED D. q,\ - - / 2 �� �►- / / / // \� \ \ \ USE 5-12'0 O 15' DEEP 1,688.2 CF / / / / \ \\ \\ - - \ \� \ �� / �� \ \ / \ / / \ // \ \ \ \ \ _ i 75 VF PROVIDED / i - I aMsrAe 51a9nv"¢9ro uc \ \\ \ \ \ \ / / �~ / / ' 1 / I / I ( \ \ \ -16 - USE CF. - 100.87 = 16.7 VF REQ'D. / \ v � � \ USE 2-170 O 9' DEEP \ \ \ \ \ \ \ / / '`7"" -\ - I I \ \ \ \ - - -i8- / sN[rr rs v49 \ \� _ \ \ \ \ \ / \ \ / �• / // f \ l \ \ \ -7.o DRAINAGE SYSTEM H 18 VF PROVIDED _ / / \ \ \ \ \�! \ \ \ \ \ / \ / � , _ _ .c� \ \ \ \ \ - - l/ l l I I I l \ \ _ - -r ROOF 3,144 SF X 6/12' X 100% - 1.572.0 CF / / / / \ \ \ \ \ \ \ \ ✓ / \\ / „ \ \ \ // / / / I \ \ \ _ - -I PAVEMENT 10,643 SF X 6/12' X 100% = 5,321.5 CF / / / /t`° \ `` \ \ As �Ai` N`q7\ / / -� "- AAAA, \ \ \ / / / \ \ - LEOEJ'D WALK 1.366 SF X 6/12' X 100% - 683.0 CF / \ \ _ EXISTING PROPOSED LANDSCAPE 19.447 SF X 6/12' X 15% - 1,458.5 CF - - - - - - - ,., / / / \ 9,035.0 CF I N 9,035.0 CF ¢ 100.87 = 89.6 VF REVD. / / \\ \ \ \ \' r'��\ - ®� -�� \ \ \ �26 \ \ �� \ \ /// // CURB X0 0 15' DEEP USE 6-90 VF PROVIDED \ / / / / / / yy \1 -� \ \ \ \ / / / \ \28\ A�mm�4 zr>�\ \ \ l I I l SIDEWALK \ \ 10^a-BBfF mr \ ,50 e0x3e `u4xwr DRAINAGE SYSTEM I \ \ / / / \\ 7 l�2 r/ / AS Mw ma9ei \ R�eemos,ar' mE ' `� \ / / / .39M +,°, / I / ,x, \7Ar AATpIED er nAr sRxR2s ov n/z3>6rT � ` \ \ \ /I � / / / / PAVEMENT -.•-T..- ROOF 2.700 SF X 6/12' X 100% = 1.350.0 CF / / yI + +'ass •\ \ �, / I / / \ \ \?�, PAVEMENT 3,348 SF X 6/12' X 100% = 1,674.0 CF / / k1 L WALK 460 SF X 6/12' X 100% = 230.0 CF / -40 LANDSCAPE 1,592 SFX 8/12' X 15% = 119.4 CF / / / / NI 1./ r -*i.. -4-._ " w -- ' / - �3a \ \ \ \ 1 \ -�- I DRYWELL W/ INLET 3,343.4 CF I =°,/ 3,343.4 CF _ 100.87 - 33.15 VF REQ'D. / / / I `' re• \ GO Acral Am rAs \ 3,. USE 3-12'0 O 12' DEEP / / / / \ x° °, _BUILDING r 16v £, ��. / \ & \\ DRYWELL W/ MANHOLE COVER O 38 VF PROVIDED / / // / h I L I BUILDING "@^ox EL 's a-, } \ \ slmnc DRAINAGE SYSTEM J (INCL. RD-3) I / / / / ` + +, r ° °° \ /� � '�' +"' I / / / /u I I EXIS71NO LOQ bA 6NS FOR BUILDINGS B & C 4r r.�Fyaa[• '!' ' I / / / / DRYWELL W/ CURB INLET ROOF 5,590 SF X 6/12' X 100% = 2,795.0 CF I S / 1 .t i M _ _ / 1 `1 T'1�1� E REMOVED \ - O WALK 687 SF X 6/12' X 100% = ,569. CF An1=A'oaFrArs / "' k C _I ;. + \ / o + •I' I \ 1 i / / - - - now k I � i LANDSCAPE 20,920 SFX 6 12' X 15% 1,589.0 CF / / 6 II / - - M / auliwo Tal / 1 ++- r ' ranxsnvcrm AL1FSS Tux riRF / s I / / / MANHOLE 48 VF PROVIDED / / / Ax/ /M n. +I 47. _xx .,°i-_ J-/ /ry \ +tenMB Ax6F0sss X r,. / 7.5 1A0- ` ,.'! i / / USE 4 CF _ 100.87 - 47.6 VF REQ'D. I 9y \\ ' 1zu I I / w�_ w \1� _ l / i / 1111/ CATCH BASIN ® O / , 7.0 L � ��: ; " � I I 47.4 4,797.5 CF - . USE 4-12'0 O 12' DEEP I , / l 2 \ 4r.Je \ 4Q \ �' LR +' _ STORM DRAIN D_ 4427. ROOF DRAIN RD N0. B-J �3 �iEl v�' _ .\ ! +», SANITARY SEWER - S � `p- / Q - \ - - - Ax Al O �\.» \ \ \ - - - 9\ \ '( ,oP ra, ` � ,,fC / / SANITARY SEWER -WS- 4 \ WATER MAIN/SERVICE -W WS- WI+,,. / / ;• •1A7 g � \ \ "t3B NIG C^ ! / / \ UTILITY POLE \ / •' \ STREET/TRAFFIC SIGN �-- ` `9� 1, / \ W >s \R „ T 4.688 Li\ X \ \ s J w f I+ f / / \ CLEANOUT -� Ny11A1• p 1 /n� .49 8 yl 52� - 52 x + 4 $i.4,Fa�yS -1 \ \ „ 40 .»\ \ + L a (-. ly- a WATER VALVE c ' E I' f Bc a \ �_•. ". g \v J'. \ / / / \ \ THRUST BLOCK � . xn sneAaYl \ m Axle / ``:; R\ \ r . 3' , ,+ r • / d / \ HYDRANT aJ h $ H_ ':. :: ..b ro � \ \ O 1 OVERHEAD WIRES -OH fah . + LA.i \ ... x x \ a r , 7. \ - 4 f// / \ \ FENCE - X X_ -55 65- „' 'J CONTOUR so.z 44 \ 46\ \ / - a .../// / 4s \ L SPOT GRADE �- +6>.GD G-j + - - \ \ \ \i - - 'JB` TOP/BOT CURB GRADE TC o9i z M 67.50 / / y 4 O C-7 ., - d / c s2 JRsr eaeiNc }_ Jx - Mvr6• MlTIAA6 MS. / / / (::. I /.c� u,6 � \�e-= _ - - O � � \ / = v -� / / FLOW ARROW O -v DRAINAGE RIDGE LINE LL / � / �pQ• 41A[ER/dTAMW evc ' � ; `;e •r/LD/LV R d � \ 40 �Jem �d / � � \ / �Wm RNrE(s:7.LYrARJ I Af*6t �? uV/ G O^ - SITE LIGHTING SWALExei° ..:.....':A'::.C: % AS 50 ❑ 3 d0yY 1F1RT • },C, \ ♦; i a / • V / I I � \ BUILDING ^E^ K- / ( , ..., \\ p // / / Cv ..° �'�'QOA) NOTES +x,•° / / / / +. � : 10 1�"" / } 1. ALL MATER/ALS AND METHODS OF CONSIRUCAON SHALL CONFORM TO THE STANDARDS AND SPEC/FICAAGVS 29 OF THE 7OWN OF SOUTHOLD, 7HE SUFFOLK COUNTY DEPARIMEN75 E HEALTH AND PUBLIC WORKS i 1 / 1 Q l \ AS APPLICABLE. } • X30- M / � 2. URUIY INFORMARON SHORN ON THE PUN /S BASED ON NSTBLE gELD E740£NE AND AVAILABLE RECORDS THE SHALL BE TAA'EN NOT TO 0/S1U A CMR SHALL RaD VERIFY THE LOCA77aV OF ALL U1/U77£S PR/OR TO COMMENCING 897RK. CARE 46 6s z ca m A6zz ro+7.m A-2 ......":::: '.;. ::':: . ....:. ..: u +�' + w, •� �� 70 L Al THE EXISRNG URURE5 AND SERNCE CGVNECRONS (OR PORROVS ]HEREOF) REM N. CONTRACTOR /S RE5POWSYBLE FOR THE REMOVAL OF ABANOCWED U77L/TY SERy7CE IE - CGNNEC7/ONS AND /NSTALLA77ON OF NEW SERVICE CCWNECRCNS AND SHALL COORDINATE WORK Wf7H +,,,• / e•a G 1 O ms¢se M,B 4cY,C sr.aB f„ x, \a / / / 4 / / 1e TF•37� � v le xroaAxr _ O ec lase ;. / !- �\ / THE APPROWR1.67E U7TLl7Y COMPANY. _ Fe•Iw / m4.n U .ebr !j -32 d \w / / .Ox^ / / Bc ss / \ 46 !- \ "' '�� � \ 3 ALG PAVEMENT TO BE REMOVED SHALL BE SA WtYJT. �- s \� v _+.+ y / / 1 AVR AnemlmW IWJA< °w lam 4. THE CONTRACTOR SHALL EMPLOY APPROPRIATE MAINTENANCE AND PR07ECRON OF 7RAFf/C MEASURES +,°,// \ r1-Y, M / . I 1 (19 eE AwxamxAe2alnnv ACT5aez e I 7-O n, Jy k� \ DURING CONSTRUC770M. d d +,,,x /3N/ S\ \ 1� / • 48 -) snRV G99VJ v,S W 84sC 5O `� °cw,TS q Il / W 4 ¢B \ \ 5. 0698/S SHALL NOT BE BUR/ED ON THE SU6,EC7 SITE. ALL UNSUITABLE M47ER/AL AND DEBRIS SHALL Be ACT 4166 \ \ DISPOSED OF IN ACCORDANCE W7H ALL LOCAL TOWN, COUNTY, STA 7E AND FEDERAL LAWS AND APPLICABLE CODES 1 � ^r-r-'r # y +, / +„' +" I \ *-'7 'r �r.� $ c 448 o - \ B ALL CYINNECDNG DRAINAGE PlP/NG SHALL BE 18'ROP UNLESS 07HERfNSE SWORN ON THE PUN. ' _ / „_, ,,,, - / +•,, __w� \ \ AEW DI¢'0"Me35er I' \ ,,• + r x r r r }Y,v- ' r " \ \ \ }1° AFFBR ro AR/Y £AaRYe pW y msr.z 5� \ \ \ 7. SEE 52PARA 7F PUNS FOR SAN/TARY SE ANO WAIEF SUPPLY DETAILS f °,° . w aAFIaAPJIr RAN AeSEBT Rf AP2 1 FFA B61R/NG !�� 0. TC OxaJ 1 \ ft Asia ��+/,,�,, II I S WATER MAIN TAPS 3B +'°" - - ; aAxBwIE ' .1 , ! • sr.ee. • .I NL/lE _ _ \ A7ER AU7 METER REWIREMEH75 TAPPING FEES E7C:J 70 BE COL1R0/HATED BiTH THE N e nl� a„ \ Aft)ftSO? yoA�n 1 ` �1 f/ m szm sr.'T° 1•+Brs I - SUFFDUf COUNTY WATER AUTHOR/TY. +° ° \ " / 5 19'33 39 W + tl \ \ B. SEE SEPARATE LANDSCAPE PUN FOR /NFORMA770N ON TREES TO B£ RETAINED AND ADDl1TONAL LANDSCAPE DINATE WIN THE +,o / 'N /°• /N /w�,- / +";�'° - •' v -W-�_, /Yu-- 4?n$4r +,°''°° _ _ _ _n_•�rA n+.�i i sc s..es A '?xm . �- ^ A Bc s2o\ ec ss \ ,,. / / / .o 0e 10 � E COMPANY FOR THE PROPOSED 7EL£.EP ONEASCE� SHALL ACY�NECCEDgV LOCA AON AND DEAERMNA7701V OF/NSTALU 17ON RES Ll TIES -- _ _ _a \ / i +.. /d N n v w w w nn xnw• ' - - \ +' A �50� ,/ +' +"„ }Ir- ,°'° • AErBr roAwo esAnHOExrAEAx +,x,. +,,.., AS AIS�� mica , / , e YAx IenO R6 r0't X9R1' ,.>° .x„ +„ +„ W9I/9lfaK alwr/R.6N! 1­1 lr 71 r +,. TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 NORTH ROAD (C.R. 48) PA E�9 nmsmeAmw BT aa9 REVISIONS (MIDDLE ROAD) Barrett, Bonacci 4/8/01 TOM COMMENTS `T TILT 'I 749101 ADDED WETLANDS & & Y an Y 1' eele P.C. REV! ENIRANOF 5 1 1 9179101 TOW COMMEN75 1 02 BLOCS B & C 7/2/02 FORCE'MAIN 8/2/02 REAR DRMELLS CIVIL ENGINEERS/SURVEYORS/PLANNERS 6/4/03 HC PARK/NG 6/25/03 SEWAGE 7RAw PLN] 175A Commerce Drive, Hauppauge, NY 11788 &2/-03 SC.H.D. COMMENTS TEL 631/435-1111 FAX 631/435-1022 10/31/03 LOWPO/NT WWw.bbvpc.com 3128/04 WATER &SEXER LA Mr 4123104 WATER SER14CE Amended Site Plan for 712104 SEWAGE TRMNr PLNr 1127105 FORCE MAIN CLIFFSIDE RESORT V$' I GREENPORT ,KEVIN /y TOWN OF SOUTHOLD SUFFOLK COUNTY NY GRAPHIC SCALE S�,TB= 4 SHEET GRADING, DRAINAGE & UTILITY OF 30 o Is s9 so ALA LiCENJ OF THIS BCCCMENS EXCEPT BY PLAN 7 A LICEN°FO WM 5510M MC+NEEfl IN ACCCFDD CE MM AW, IS EGA Of NYS ( IN FEET ) EsucnnON Lnw Is ruccAL © ,°00 I inch = 30 ft DESMEI BY IIAM BY CHECKED BY BATE scA PRNECT NO. LM CONST 11E8/7/00 I.=JO' A000446 VIEW: CONST-30 HIGH PGNT ELEV= 51.46 H/6H P01N7STA = 0+00 PN STA = 0+00 PN STA = 0+50 PN ELEV = 51.65 PN ELEV= 50.9O PN STA = 8+29 A.D. _ -.100 A.D. _ -1.28 PN ELEV- 49.96 K = 16.67 K = 39.01 A.O. _ -4.84 50.00' VC 5000' VC K = 1032 60 60 50.00' VC mQ0 55 to 14 h Nt 55 V7 STA = 6+71.03 / \ N ELEV = 3&94/ A.D. _ 158 LOI V PONT ELEV= 37. 4 K = 1,197 / _ -- EMSANC GA4DE LO PONT STA = 5+7U19 5000' VC 50 PW SFA - 50 — ' PN\ E7. = 37.25 A.D. = .41 / PROP. NEW GRADE OF MIDDLE ROAD � J � � 5000, Vc SEE COUNTY OF SUFFOLK DPW 2 + C GRADING AND ALIGNMENT PLAN 'O N PROECT Na 5518 "a / 55 55 , 45 YPRO-O&M OR IDE 50 50 40 VAU EY GUR R I 2 45 a 45 M 35 Aa � � � 4a ._ NMhpp rm� <!a ��S pN{ �yN N6 ^.m INA N1 NY hh �F h `F `F. "'�F `Fp !M F Lam, uF FL�y ! `F xO"j u5! ! YS.F '11 y�j 31 �V] 0+00 0+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 ENTRANCE ROAD MAIN ROADWAY 1'-40' HORZ. SCALE: 1'=40' HORZ. SCALE: 1'=4' VERT. 1'=4' VERT. N6 COARSE BROOM KNISH CON7RAC77ON JDINT EXPANSION "NrEVERY 4' — EVERY 20' — SEE DETAIL A' SEE DETAIL 'B' 6'REVEAL t '.iCltf:q�:;rc.;��"�;::,ylr(� �:1('yi./r::.,.i .pl�. :12{:ry:1:{'1•:.d'Ayl!', )(�A,:',uh.,l.r :A•.7. , ':F.• .,nB.L•ly;g.1 :'�('.,Jti�y' .'11,. ;.f,vr.i'.t'>w.Yj,d. 4'POURED CONCRETE S' GRANULAR MATERIAL PRE-MOULDED a' 'BANK RUN SAND & GRA VEL) BITUMINOUS n JONT FILLER 1/4'RAOIUS 12=0' 12'-0' 20=0' VARIES VAI_ 1/2' L'CNCRETE CURB F0T7 LOCAnON AND ELEVA77ON SEE PLAN I SEE PLAN 2 ' SEE DETA/L OF CENTERLINE SEF PLAN AND 2 J ZI PARKING AREA -4 114 1. CONCRETE TO BE .1000 PSY STRENGTH AT 28 DAYS 4 • . M iT -ri A NCAA: x 2. CONCRTIF SHALL BE A MONOLITHIC POUR. .1 MAMMUM SPADING OF EXPANSION MONIS 70 86'20 FT. 1 1/2'N.YS. D.O T. NEM 403.76 AC TYPE 6 TOP COURSE SAacur EX. PA ter 4. CONCRETE TD CURE 14 DAYS (MINIMUM). BEFORE ROAD PA 14NG CAN BEGIN. DETAL •%• DETAL 'B' 3 1/2'N.Y.S D.O T. ITEM 40.13 AC TYPE 3 BINDER COURSE �9; 1-1/2' N.Y& rWE 6F NEARING COURSE CONC CURB 1 6' STABILIZED BASE COURSE' 6' GRANULAR B BASE (95X DRY DEA(SITY) ALL CONCRETE SHALL BE A/R ENTRAINED, 4000 PSY APPROVED COMPACTED SY/BCRADE OR EDGE OF PAVT. SEF PLAN CONCRETE CURB N.TS. CONCRETE SIDEWALK TYPICAL ROADWAY SECTION PAVEMENT RESTORATION DETAIL N. 7.S. CONCRETE CURB NORTH ROAD N.T.S N.TS, NO7E8- 6'x 8'x 6=0' OEADMAN 4 ALL 71UM 70 BE 6'x 8• CCA TREATED (0.40 LB RE7ENnOV) SOUTHERN YELLOW PINE. T 1. HEADERS AND SPIKE STRETCHERS TO BE SECURED N/7H 10' GAL VANEZR SPIKES DRIVEN REAR.LLT REE 1\ 4'MIN. PENE7RAnON FALMJT AND REAR. THREE (3) 4•-0" `GRANULAR "SPIKES FOR EACH FRONT ST EMYER AND HEADER. BALYffILL 3. USE 6Od CALVAN/ZED NA/LS 2 PER HEADER MATE7n 1 CCNNECnOW. '• " ALL RED CUTS SHALL RECE7VE THREE BRUSH TAX MAP NO. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 21 j COATS OF 7REAnNG SOLUnON TOP of 6•x 8'SMET'GHER REVISIONS ' PLAN vEw 7/9/01 REI! ENTRANCEBarrett, Bonacci 4' H16H BLACK VINYL 1/7/02 BLOCS B & C 1 MAIN UNK FENCE COVG &WALK OR !0/31/03 LOW PONT • V an Wee e, P.C. C 6'x 8' x 4''-0'HEADER (TYP.) (SEF PLAN) 6' x 8' x 6'-O' STRETCHER (TIP.) STRETCHER BATTER 1/?7 HEADER _ CIVIL ENGINEERS/SURVEYORS/PLANNERS 33� 175A Commerce Drive, Hauppauge, NY 11788 -0" MAX — OEAOMAN TEL 631/435-1111 FAX 631/435-1022 I,y MAX FINISHED www.bbvpc.com CRADE Amended Site Plan for BURY BOTTOI SIDE FIV, CLIFFSIDE RE SORT rWO COURSES yuN P BELOW GRADE . a GREENPORT m TIMBER RETAINING WALL = TOWN OF SOUTHOLD SUFFOLK COUNTY NY m SHEET Ftp"/OAL6N���� I N- ROAD PROFILES 3 AND SITE DETAILS of ALAERAPLW OF INIS DOCUMENT,i, £NEER BY 7 A LICENSED MW SEDDON ENGINEER IN ACCORDANCE INRI£ECPNJ 1EGA OF NIS E EOUCARCN LAW, IS ILLEGAL O ¢w RESIGNED BY ORA1M BY MECNEC BY BATE SME PROJECT N0, s ✓E ✓E 8/7/00 AS SHOWN AOOO446 S EINE L 8 ; I REINF. RUBBER H05E — — N 3;'3652" E LONG ISLAND SOUND 12 GA. WIRE - TWISTED AND LEFT L005E _ 57,96• E N 340723 E 2 CEDAR STAKES - DRIVE AT 53.44• N 5290 E N 280210 E N 2238'26" E N 2235'49" E N 24'25'20' E N 29.75.52„ E ANGLE AND DRAW VERTICAL 54.04' 50.22' 53.26' 57.85' 20.68' TERR WRAP - ONLY WHERE _ \ REQUIRED BY LAND. ARCH. — — — — — — N ALPROXIIIALF — — — — — — _ — _ — = — — — ` — —— WATER E\� 4" DEEP SHREDDED BARK - - - - - - - - - - - - - - - 1 s - < MULCH LEVELNOF LTO BE SAME N z`�. z \ \ \ — — — — — — — —_ iii N in 43 AS IN NURSER 6„ SAUCER � _i — _ _ — � - -_ / / // /i — � .;. ,,: REMOVE TOP I/3 OF BURLAP AND ALL WIRE AND NON- / BIODEGRADABLE MATERIAL AREA TO BE PLANTED A5 �CLOWS. / \' \ \'\ \ ... / J ..,Y� — / I ry "•Z; {:, :±;•" "'' / <, \ \ ! �z\ ;;:. . TOPSOIL BACKFILL, MIN. OF MEMORIAL R05E - 2i14" POTS SPA AT O.G. ` ._ \ ` : \ AREA\TO�<jx. TURAL UNIVISTURJEDE / � // f / tiiP:�' ��:' \..` �, ' \ \ \ C� /)l .L� \ \ l / {. t..' S0% OF SOIL TAKEN FROM HALLS HONE - 21/4" P PAG�FD AT 2"O.G. "! ", „ \ :' : \' .\�. \ \ \ \ \�./ i-- .i — — '\P— / / HOLE RDb65A ROSE - 6" POTS D AT 5' O.G. ,/ �.;:;. ..\'...;. :. �., .\ \ \ \ / / \ AREA TO IE@M1N NATL ANDA 57UI;4 ED/ / BAYBERRY - 6" POTS GED A S' O.G. / . ..' .. ' ,.:',,.'..: ';:, '\ \ \ ✓ / \ / / 11 .. .... . :. ..:. .. :. . �'.. :. , ...,. \, / \ — / / / / / COMPACTED SOIL PEDESTAL �_ �/` ' .. 24. \ / /// / / 2 TIMES BALL DIA. / S0' SETBACKFROMBLUFF \' \.�,; . ' :., ,, \ \�\ \\ / /% ....�;�,' ' '8 'x' �2° . !' . " ,` .. ` \� \ \ \ // l l l PLANTING DET�4 L �'000 / r � � Y ;?6 •::'\;?`'s.p'" ro-Y.r:li` "t.�;,' ':ii •" .:nyy � \' / '\. : / / �3;2`'' \ \ \ \ I 1 / / •,� �pd,<, is*q, ,•'r :�• " +'•��„'I`=�,�w . . .. / — x'34.-: \ 50' SETB GK FROMBLUFF 2-5G -FM 3 ,,•1 -„4^ l ,1 \ ^ ., ' '.,..! ., �I \ \ / / I �� / / i I• I 1 8-IG h1 ��. }' .`�'',`n.' / i REINF. RUBBER H05E -TD 2-1 SEED / 5-IG 2 2 v° \ \ ".T;+`ur, r'z"} ..y • \ / / / 12 GA. WIRE TWISTED AND LEFT LOOSE 3` -TD '� 't4A;a',7!� :.r`�;..c..nn• / � I I I \ 1 / -JS x�g -IG • / : "'S,' ' \F \\ \ — \ ��e ,ti„ %°,' ... . . . .,,IAS,", \ \ \ \ / / � 2 CEDAR STAKES - DRIVE AT ANGLE AND DRAW VERTICAL e' • - \ � —\ ^a5f•"� it : '"" 'i,•;.;.; "_. r'k}?''t.�:•-:.,;. ;� "0 4" DEEP SHREDDED BARK SEED �� i, 3_G5 Fc Bim .., ;�,,,,. ..;.1, / 25-JV// in MULCH \ 1 HOUSE -PM 2-MP r`y " \ / \ GROWN OF ROOT BALI BE ` / 10 Js / / \ SAME LEVEL AS IN NURSERY 1 I -TC� \ 3 SEED ti "• ry;i \ \ .�,,gj'5; 2-56IC, �' i \ \ 6” SAUCER �I �. \ •4 / „ - — ``'ar'� ,q \ .�'.�' ,r: / 5- ' I i _I. REMOVE TOP 1/3 OF BURLAP AND ALL WIRE AND NON- �10-05\ ;;r. o / / :e BLE MATERIAL h-,?;: a:;>:< '• p_J v � ,� , BIODEGRADABLE V'� :+`:i:';'1 [k Q -JV +;+; rt;e.,J:..,.,;a;.., / \ TOPSOIL BACKFILL - MINIMUM OF 50% OF SOIL TAKEN FROM HOLE 5- i �� COMPACTED 501L PEDESTAL \ 44 / — / — _ \ ESE \ \ , \ •'�' ' — .5-E / \ \ 2 TIMES BALL DIA. / / ti. / 0 5-IG \ (% 2 p '�' \ E e—E•., e \ _, \ - 0 E"VERSREEN TREE PLANTI NS DETA I L IPG SEED O — E \ , / - r - . - / -EA 8-IG 3' \ \ _ �0 p D-9- E _ -9 m \- �: / 2_pA 5-1g'7 8-I6 2-59 a2-PA -IG -PA 40 O / 4-TD 'JS 4q .tz I_T h I-AG 5-IG PC -5G -TG 4-� 4_Tp w 6-J 5-I0 8=1 / 2-TG / 5-IG \ _. — _645— 2-5G 4� A.6 w 2-PT 5Q 5-G 4-T —2— PA TA / ' a 1�AP Aa O 1_ 5 O � 2-AP - �E� 50 2-P 50 . 46 / „ � I I I E E - — — — — / `� \ 3” DEEP SHREDDED BARK MULCH 3-JV I / A nJ / E �Pe Epp 0 aB \ V A V 6" SAUCER 46— LAW \ / 5-PA A6 \ —50 SEEv I I1 / ' ` \ \\ \\ REMOVE TOP 1/3 OF BURLAP AND NON- AND ALL IaTG SEED ) BIODEGRADABLE WIRE w—AWEw \ \ 3-TG \ ` \ \ \ T, ,y r MATERIALS \?-FA2-AP 3-JV 6-PA 38-EA /� \ 23-MP TOPSOIL BACKFILL - MIN. OF / I — — �� %i�,p.o:" . .a,. 9 50% OF SOIL TAKEN FROM HOLE \ �w `tea 1 1-PAV A .� 2-PA a 168172 I / / A • . 2 TIMES BALL DIA. COMPACTED SOIL PEDESTAL .x:�o w::rz"„. -- SHRUE3 PLANTING DETAIL 1-1 LIR/ o i NJ o.. NORTH ROAD (C.R. 48) (MIDDLE ROAD) WILLIAM (BUDDY) JOHNSON PLANT LIST PLANTINS NOTES LANDSCAPE ARCHITECT 2350 CLEARVIEW AVENUE DUAN. KEY BOTANICAL NAME COMMON NAME SIZE REMARKS I. ALL PLANT MATERIALS TO BE OF HIGHEST QUALITY NER5ERY GROWN STOCK. SOUTHOLD 14 AP AGER PLATANOIDES NORWAY MAPLE 21/2-3” GAL B4B FULL HEAD, WELL BRANCHED NEW YORK I I97I 15 TG TILIA CORDATA LITTLE LEAF LINDON 21/2-3" GAL B4B FULL HEAD: WELL BRANCHED 2. REFER TO ENGINEERING DRAWINGS PRIOR TO ANY EXCAVATION FOR LOCATION PHONE: 631-765-1113 FAX: 631-"165-1839 10 AG AMELANGHIER CANADENSIS SERVICEBERI 8-10' HT 1548 FULL, WELL BRANCHED OF MECHANICAL AND UTLITY LINES AND STRUCTURES. IF ANY CONFLICT EXISTS, 39 PA PICEA ABIE5 NORWAY SPRUCE 1-8' HT. 1548 FULL AND DENSE TO GROUND CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT FOR SUGGESTED GRANGES. REVISIONS 8 PT PRUNUS GERASIFERA THUNDERCLOUD THUNDERCLOUD PLUM 8-10 HT B46 FULL, WELL EiRANGHED 10 JV JUNIPERUS VIRGINIANA EASTERN RED CEDAR 5-6' HT 1548 FULL AND DENSE TO GROUND B. ALL PLANT PITS TO BE BACKFILLED WITH TOPSOIL BLENDED WITH 0-20-0 Barrett BOnaCCi 45 05 CORNU5 5TOLONIFERA RED STEM DOISNOOD 2/12-3 HT 5415 FULL WELL BRANCHED 4- 4-O - PER TOWN 1 Et 100 G ILEX RENATA GONVEXAAGTA DOWNVEk LEAFDJAPANESE HOLLY 2-21/2' 24' HT B4B FULL AND DENSEGHED FERTILIZER AT THE RATE OF 5 POUNDS PER YARD. 7-1-OI - REV. ENTRY & VanWeele, P.C. 80 IG ILEX GLABRA INKBERRY HOLLY 2-21/2' H7 8415 FULL AND DENSE 4. ALL TREE PITS AND SHRUB BEDS TO BE MULCHED WITH 3" DEEP FRESH MILLED 1-13-02 - PER SITE PLN • 12 J5 JINIPERU5 CHINEN515 5AN JOSE SAN J05E JUNIIPER 18-21' 5PD 3 GAL CONT FULL AND DENSE SHREDDED BARK MULCH. 1-29-04 PER 51TE PLN. 32 LO LI61.15TRUM OVALIFOLIUM CALIFORNIA PRIVET 3-4' HT. 545 FULL, WELL BRANCHED 7-12-05 PER 51TE PLN. s 51 MP MYRICA PEN5YLAVNIGA BAYBERRY 2-21/2' HT 54B FULL, WELL BRANCHED 5. ALL TREES TO BE PLANTED AND STAKED AS PER DETAIL. 10 PM PINUS MUGHO MUGHO PINE 18-24" 51 3 GAL CONT FULL AND DENSE 24 56 5PIREA GOLD FLAME GOLD FLAME SPIREA 18-24" HT 3 GAL CONT FULL, WELL BRANCHED 6. ALL PLANT MATERIALS TO BE GUARENTIED FOR A PERIOD OF ONE YEAR AFTER CIVIL ENGINEERS/SURVEYORS/PLANNERS 61 TD TAXUS MEDIA DENSIFORMUS DEN5EFORM YEW 18-24" SPD 545 FULL AND DENSE PLANTING. 175A Commerce Drive, Hauppauge, NY 11788 1. IF ANY DISCREPANCY EXISTS BETWEEN THE PLAN AND PLANT LIST, THE PLAN TEL 631/435-1111 FAX 631/435-1022 NOTE: ALL LANDSCAPE AND LAWN AREAS ARE TO BE IRRIGATED WITH AN AUTOMATIC IRRIGATION SYSTEM. SHALL GOVERN, www.bbvpacom g S. ALL PLANT MATERIALS ARE TO BE MAINTAINED WITH FERTILIZER AND OTHER a REQUIRED MATERIALS TO MAINTAIN A NEAT AND HEALTHY APPEARANCE. m L�tC OF NEW 1. ALL PLANT MATERIALS ARE TO BE IRRIGATED WITH A DRIP IRRIGATION SYSTEM. w"'O ; + CLIFFSIDE RESORT O.ALL PLANTS WHICH DIE OR BECOME DISEASED SHALL BE REPLACED BY THE * ; APPLICANT. GRAPHIC SCALE GREENPORT nry6 o- TOWN OF SOUTHOLD SUFFOLK COUNTY NY do o ,5 d0 60 120 x"1, N u1 3 4AN CARE+ SHEET x c FEETLANDSCAPE 4' 1 inchh = 30 :t. PLAN OF ALIERAIHHl OF 1N79%WMT,ENCEPT OY `a A{M£NRD PMYESSICNA FNGNfFR M ACCORDANCE MW SEDDON 7209 OF NYS E II MR I9 WECA 0 .wo ae.tt,,A DESIGNED BY DRAO BY CHEMED BY BALE SCALE PROJECT NO. LAIR g WI/ WI/ 11/27/00 1" = 30' A000446 J WHN VIEW VI / _ - EROSION CONTROL LEGEND _ N 3'3x' 52 E LONG ISLAND SOUND N 33;32, �� 31,8g•3� f + N 34b123, — 33.44' f N 23.16'20' E N AREA REQUIRING EROSION CONTROL BLANKET - 53-44- 34.04�w E N 22'38'28' E N 223.26 E N 2425' 50.22' 53.26' 57.8 STABIL/ZED CON57RUC77ON ENTRANCE.• I�• '1 \ _ - - - - - - - - - __-,.t-- x.° + -o-I- 5/LT FENCE: o \ _ - - - - - - - - - - - 72 DROP INLET PROTECTION 71 CURB INLET PROTEC770N.• q--p `—\ As°OASNOWN'PON C0.1STA LRER05/ON HA Z a \ \\ \ \ \ \ \ \ \ \ \ / / \ \ HAY BALES O AREAMAP. rO ✓F SO✓WO(O \ \ /� �` \ ,�1� / \ SHEET rz 149 NO \ / • \ \ \ \ / / 2g\ PRZPos5Efpp +'. ]r -Sra \ \ \ \ l \ \ / / / / -«^ I _• \ x,= \ / \ // / T \ \ (SEE srA/RwAr / 7 \ / / • / OP LPSL✓FF LINE (SEE PERMIT APPG2#nON SU OEIEFMIN rJPOGRAPNIC \ pFEPAREO 6Y ]HE LANa�9E 0 l / sureuEr CArE.A� ii,,2691 _ \ Fina / L. / / ° \ (AS A"CF BY WE TOMW�/RUs]EEs av it/za/✓IT / N EROSION CONTROL NOTES 13 Ary►` I,Q;�'o �.-.` —`�, �,,. ' ,,; w�, \ ® 4 \+� \ / \ / L / / —\ 2� \ \ _ S""'°IRE J\ ® ® 00 \ ;J•.�.• '^ swraRGYMG'wN a access Fore FireE \ \ \ \ / / / 1. ALL DISTURBED AREAS TO BE SEEDED OR STABILIZED ACCORDING TO THE FOLLOWING: L BUILDING � 1�' "� �. , \ \ x.. \ I I / Ilkfe UNL75 5 5 re [ °• + \ \ A. TEMPORARILY DISTURBED AREAS (LESS THAN 12 MON7NS) TO BE HYDROSEEDED AS FOLLOWS- kw cTir4wnsn° l •J J I I / '^ •— 1 /� \ \ \ / / / / / / / AUGUST 7 TD NOVEMBER 1 A S / / MDR res 1 / ,°#r' \ / / , . „p ••• +/ +\ +„x —��'e °•, I \ \ / / / / RYE - 2 BUSHELS PER ACRE OR -.TF U1095rRUCrEO ACCESS FOR FIRE WN7ER CIA 75 - 3 BUSHES PER ACRE t 5215 0 / 1 / / x x ` FICNPN6 POFPOSES NOVEMBER 7 TO MARCH 1 \ / �• / MSNNC FOUNOAnONs MULCH W97N 2 )DNS OF STRAW PER ACRE AND ANCHOR MULCH 1 +� ats / MARCH 170 MAY 1 s , wA>ER. • / / DOMES77C RYE CRASS - 20 LBS. PER ACRE OR Jam. SPR/NG OA 75 - 3 BUSHELS PER ACRE \ .�� Li{q � . 6� ®® '® ® _-'-x• ' '� / \ / // +N. MAY 1 TO AUGUST 1 , '• SUNDANCRASS - 30 TO 50 LBS. PER ACRE OR MILLET — 30 TO 40 LBS PER ACRE \ 11 II • 44 z� + n Je 1\\A / „e S q c azs✓ :UITa x \ \ °° x x x x \ \ 8 e N ^ ®® l(!•+x., / / / / / / \ \ LIME AND FER77UZER TO BE APPLIED AS NECESSARY. 11 5J5 �\ 1..26Jzec rW 45101 4 / ' _ Rl L a ., v X J99J !• 52 \ JJO / \ i \ 'tF: VA I 1 / 1 I � tld "•.. J � F \ �; ,� ' + � Jag � r, / / / \ B. WHERE FINAL GRADE /S ACHIEVED , THE AREA /S TO BE HYDROSEEOED AS FOLLOWS (OR OTHER APPROVED MIX): 44J 2� i ix° t°xx BC J995 \ \sERTi E� 40 \ ( �\, �� c ' ,,�', !—' 1 1. \ y, . , r�J / / \ SEED TO BE APPLIED AT A RATE OF 5 LBS. PER 1,000 SF. ” • 1 1 1 \ c c L' q ' B ec�o+s ".� l \v .yl$ \ • Js ss ' $ P° +c. ' r. ! / / \ 70X TALL FESCUES . r 2°X PERENNIAL RYE'CRASS (FOR QUICK GERM/ (A770N) }J } 1 TC +1 ) lOX KENTUCKY BLUEGRASS (FOR KN/77/NG c f + Bc+ J> 1•SERVICE P J6 y \ r°v y_ �.= 3s Y^ / / \ LIME AND FER77UZER TO BE APPLIED AND WORKED INTO RHE TOP 7NREE INCHES OF RHE SE AS FOLLOWS:• / 44 rc�fi x° \ `� LIMESTDNE TO BE ADDED ONLY/F A SOIL TEST INDICATES A pH BELOW SO IF NECESSARY, PULVERIZED LIMESTONE 9�J990 ® Y' rl 4l 3Z TSA' C J99 44 \ s\ \ - s U°�'?,cfic o / SHOULD BE APPLIED AT RATE OF 50 LBS: PER 1000 SQUARE FEET. FER77LIZER TO BE APPLIED AT A RATE OF 500 LBS PER ACRE. 60.-2 BC c_ai?6] a / MULCH ALL SEEDED AREAS WITH SMALL GRAIN STRAW (RYE, MARSH HAY OR WHEAT / / / / \ 'I'' + > 1 `" 1 rc 44.m + 4� �°' B C_ \ / / 0 - - - / OR REGULAR HAY AT A RATE OF 1.5 70 2 TONS PER ACRE AND ANCHOR. qqq c<+ a r / !'WATER ,per 10, 79]s i \ \ STRAW MAY BE REMOVED AFTER THREE WEEKS. BC Jb9O H-e'O J9.1 5 $EE NOr£ �- / \ / / / ,.��• / / J ®® rl 11 15 r5 I ;a,6 @ /LO/NG gg \ \ \ go - _ eC Ja 9O e g P / _ \\ / + \ �,� GRASS AREAS TO MAINTAINED AT A HEIGHT OF BETWEEN TWO AND THREE INCHES TO PREVENT WEED /NFESTA77ON. 2. EROS/ON CONTROL BLANKET (NORTH AMER/CAN GREEN S7RAW EROSION CONTROL BLANKET S75 OR APPROVED EQUAL) BW 4Si0 45 J5 5 11 TO BE INSTALLED ON ALL FIN/HED SLOPES GREATER THAN 1°X (/N LIEU OF MULCH) OR HHERE /ND/CA TED, INSTALL AS PER / ❑T/ / I+ \ MANUFACTURERS /N57RUCTIONS STAKE WITH 2'X2^ STAKES 4' C.C. 7HROUG/OUT. � °�" + •a, \ BUILDING / / / I a O/ } ,z 1 c \ 72 Up7� / E--- / /�� / / J. INSTALL STABIL/ZED CONSTRUCTION ENTRANCE AT ACCES PO/NT (INTI/CA]ED) PR/OR 70 CRA°/NG, SEE DETA/L THIS SHEET. 4 / / • rC 4545 PC 4610 ® mrC 46 T6 .. •� " \ / Lr 0 3 rficcir so O Bc 4191 \ 4 \\ A INSTALLA776VV OF SILT FENCE 70 BE RECESSED A MIN. OF 6' WHERE INDICATED PR/OR TO GRADING \ / / w�A• \ / BC 2 O 1 m,x° ^G I ,C 46 b5260 r .B'TT TC}JJO 51T . -A " 4546 \ 1 U r 4662 6C;; C 4 >z B a>z✓x.41 A-20 . " " o,a ' u u c u °c a1 / / 5. ALL METHODS AND MATER/ALS USED FOR STABlUZA71OIJ AND EROS/ON CONTROL 4155 c+6 Jz A-J r ,,,, SHALL CONFORM TO THE STANDARDS AND SPECIRCA TIONS OF THE TOWN OF SOUTHOLD 0 °� 1 \ AND THE NEW YORK STATE GU/DEL/NES FOR URBAN EROS/ON AND SEDIMENT CONTROL, O rc 1x16 c c cYc sr z9 ec s5.oe d d � / n so fib q rc 4]a -� +,v. \ cwa Ja— rCJOfib 46 BC 16]/ SqD y� \ 'll \ \ / 9c 4+66 / 1 $ \ ro so,✓ c 4]Jc 819bO '^�'°/ \ \\ \ 6. DISTURBED AREAS HALL BE STABILIZED AT A SLOPE OF NOT GREATER THAN 1 ON J. �\ y0 BC 1969 � a 3A aro \ 4 48 '1 l�o,>• M11 I m 50 PAs 96 $ B04e J4 48 \ \ 7. ALL UNPAVED ROADS USED DURING CONSTRUCTION SHALL BE TREATED WITH CALCIUM CHLOR/DE Acr sY9z rear m +� Pur 996 a OR OTHER APPROVED MATER/ALS TO CONTROL DUST / �• \\ n x \ / ) �V^�� x y� I 1 ACT 4166 \ \ \ ���I�L.�1�69�IV�Y� rC 51.05' • °4y ' �\ \ ' \ / B� Cib 4/ \ k'YV^1^v Y�+` +'_' / +•__ _ x 8. THE CONTRACTOR SHALL CONSTRUCT AND MAINTAIN TEMPORARY SWAGES, BERMS POND/NG AREAS OR J 1 +«, \ '"!+ ]. r , fi,Rsr,�r- e /,:,•, - - I \ \ \ OTHER MEANS REQUIRED TO CONTAIN ON-5/7F DRAINAGE. THESE METHODS SHALL BE USED i \"°F ,,,, —b•w 1 rssr s°Rmc `�"",� !� / c sa iJ 1 ' �s L- r' \ \ PR/OR TO THE INSTALLA TION OF AND IN CONJUNC7708 WITH PERMANENT ON-SITE DRAINAGE. TBcc55121 m SLee l \ _ - -�-� DISCHARGE OF RUNOFF ONTO ADJACENT ROADS OR PROPER77ES /S PROHIBITED. ,.n " •��,� a` / \ �� Bc 1x21 e,4} + +•••\ / \ ..e 5' - ` •� •7 e• S 19.33 39 W 1 172 / / / 9. ALL DRAINAGE STRUCTURES (ON-5/7F AND ADJACENT TO 97E) SHALL BE CLEANED OF ALL SILT \ \ / �!^_• " " "�� ' a ----- +.t+-Imo'-"..' ',r'G4r - _ ._ _ - - _A_'��"_"_A_" J rc s Js , , , rc sJ 6 T" y7� •f'• rc s ss \ - - / / AND DEBRIS /MMED/A7FLY UPON COMPLETION OF COA/S7RUC7TOIJ. STRAW BALE BARRIERS SHALL "--- �°•+ _ "y LLye ec sz os ec s'r MAINTAINED DURING_ BE PRONDED AT/NLE'TS AND MA/ CONSIRUC770N, SEE DETAIL_-�•-R.�'s IS SHEET. w =:v= v ° v:,.:'w • Z�� / �- 47 l w yti " ° Bc sz oo T =°_° ...+ 10. THE CONTRACTOR HALL MAINTAIN ALL £ROS/OIJ CONTROL MEASURES DURING CONSTRUCTION, AND �• ��°�`^�^'` °° AND HALO INSPECT AND REPAIR MEASURES AS NECESSARY ON A REGULAR BASYS. N/Rf FL7JpNG WIRED G44 WOOD POST _�, � / � / � ,.,x / TI / wb T��, �,�,,,.°w .. a / +,,, STAPLED TOPOST _o., ��+•,«— / / (14-1/2 GA.A., 6X6'MESH) 11. CLEAR/NG SHALL BE LIMITED TO )HOSE AREAS CURRENTLY UNDER CONSTRUCTION. RHE CON7RACTOR +'� . _�_,x x srA�/an cxwsnwcmw - qua / „7® SHALL MINIM12F THE EX7EH7 OF CLEARING WHEP,E POSSIBLE. ALL ]BEES INDICATED ON THE PLANS 70 _ REMAIN SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL INSTALL FX TER FABRIC W " - °„ °" ," ,„ -G CONS7RUC770N FENCE AROUND TREES TO REMAIN PRIOR TO ANY CLEARING OR GRADING. (M/RAF'1 14QY OR APPROVED EQUAL) ° +•,,_ "" °" °" " °^ °" °"- `m-°" °" °" °" a °" "" °"—"" ATTACHED 70 WIRE FENCNG, +.,•x TOP AND AID CED S4ECAONO NORTH ROAD (C.R. 48) + ���� 12 AS SOCN AS DISTURBED POSSIBAS LE AFTER D157UR ANCE TO BE SrABILIZED£ � TA770N (OR OTHER MEASURES CALLED FOR /N THIS PLAN) GRAPHIC SCALE 13. AT THE END OF EACH WORKING DAY, x D le w eO 720 THE CONSTRUCTION ENTRANCE SHALL BE SWEPT CLEAN TO ENSURE NO DEBRIS OR SEDIMENT LEAVES THE SITE. ALL h ANY SOIL AND DEBRIAND S COLLE07EDTROL CSHALL BEALL HE REMOVEDO ENSURE THE INSPECTED. E; C77 NESSREPAIRED AS NECESSARY AND SOIL AND DEBRIS SHALL BE DISPOSED OF AT A PROPER LOCA DON. ( IN FEET ) 6X6' 7RENLYl 1 inch = 90 f! 1q, AFTER ALL WORK IS COMPLETE ALL EXCESS SOILS, DEBRIS ETC, SHALL BE REMOVED FROM THE SITE. Ilillll\_ _ 0 15. ALL STOCKPILES OF SOIL ANDI OR DEBRIS HALL BE CONTAINED WITH A S/LT FENCE, ,_Il - - �• 16 ALL TEMPORARY DISTURBED AREAS LEFT UNVEG TATED FOR MORE THAN J MONTHS MUST BE STABILIZED =1 L-L=111= �= WT7H SEED MIXES AS ST47ED /N N07F No 1. m-n I-I I I�a:ul;•I GRADE — COMPACTED BACKFILL IZ I1- p 2'X 2'STAKES (TWD EACY BALE) FENCE AND FABRIC 70 �o EX7END INTO TRENCH & D/ND HIRE OR STRAWBALES TWINE(7)PJ CaWPAMED DRAINAGE/NLEr SECTION SALWFIIL rye) ADE 50' MIN \Ilk TAX MAP NO. DISTRICT 7000, SECTION 4% BLOCK EXISTING 3•_D- EA7571NG i Barrett, 'Z7 1 FLOW IOWA TO BE ANGLED GROUIND PAVEMENT - 4/9/01 TOWN CIONS Barretl7 LJQnaCCI +y +j ENAROSLOPEIN REVISIONS DRAINAGE CHANNELS `F7 77B9VCN BOTTOM OF ORA/NAGE 7/9/01 REI! ENTRANCE & VanWeele P.C. ' CHANNEL OR SLOPE FIG7ER MOUNTABLE BERM 1/7/02 8061 @ d• C • 7 2'STTLWE OR �E 71202 CLOTH (OPTIONAL) $ cS.-LT % REFRCE MAIN RECYaM COVCRE7E l0 US 6/4/OJ HC PARK/NG 50' ,WIN. +� L j7joJ SENs H,1D. coMMENTs GEE TRMNT T CIVIL ENGINEERS/SURVEYORS/PLANNERS (>1p1 4/23/04 WATER SER NCE 175A Commerce Drive, Hauppauge, NY 11788 PLAN �. ORMNAGE INLET 7/2/04 SEWAGE 7AMNT PLNT TEL 631/435-1111 FAX 631/435-1022 2 Pos7s (TIP) FLOW Flow www.bbvpc.com `EWSTING HAYVLES Amended Site Plan for ` °""° P"IJ SILT ZE-1CLIFFSIDE RESORT 2 E OFA, m 5� v P GREENPORT o l0"M/N. OR MATCH 0 6'PENETRA 77CN INTO OR SLOPE CHANNEL ADTJAL£NT ROAD W/D7N PLAN o^ 3MwP\—BALES7V8FMT " s TOWN OF SOUTHOLD SUFFOLK COUNTY NY GROUND a (SEE sEcnoN) ELEE� !E yA,�Q� SrAKEs(7rP) 1OMA e SHEET .b NO TE.- (sEE'sEcnavJ (SEE SEDncw) 06 064 NOTE.- PERIODIC MAINTENANCE/S REQUIRED AS NEEDED TO MAINTENANCE 70 INCLUDE PER/OD/C TO' 10' MIN. ELEVATION `` 11 AL1'NS� EROSIONCONTROL 5 5 REMOVE ACCUMULATED MATER/ALS AND REPAIR FENCE. REQUIRED. W IH ADO/AONAL STAVE AS 3 PLAN OF SILT FENCE DETAIL STABILIZED CONSTRUCTION ENTRANCE STRAW BALE BARRIER AT INLETS LIERA➢GNOErMSWWON7209CEP,RY 7 A LICENSEO PROFESSIONAL ENGINEER IN ACCORDANCE YAM SECi1CN SE CF NVS EOUCq CON LAW, IS ILLEGAL ® e000 nv.,rs N.T.SNTS N.T.S o MINED BY ORAIVN BY CHECREO BY BATE SCALE PROJECT N0. LAI: EROSION JE JE ,7y . f0/1B/00 1"=J0' VIEM EROSION G,(�y A000446 - -IL i ISI hh � N � p¢S5 I� gqLNLy�Im 2 � nj �J J n"i"1 EDN poi^ 9 mJ a J �m +m m +NL.�W mm N mw vi2 m m p ^ hN F '� NONW li Cli w�ON "�' .IN. QjJ w 6WmibN w N a:� I N M312 r; m "II rW iQtl��� Rx g p o 2 g = $Mye3�Ay fxr TING cRAa£ 9 �1 «2 w w w w '.�^5^S,.Nj Np Np p �Lj Ttp O m 2222 w w w w " m mho 2 2 50 50 w � w +p yj �j n� �j LQi 50 mm V w p + v V tics N+ I m2 2 / w Ny w 3 2 N N N j j MN T` 2 g NJ ap s .�' m 2222 EXlSnNG WATER MAIN y6L cN"�N j n j 2 j j 5o $1'fMm`� w w c N � + 33W W +NW W NW W � I "dm22 Sys 32 / mm a�h�N pus mal T^�222 Mwi N �SyS gni wNK � m uim 2222 al R� Na N�k m EMS NG L7UDE � _ � " m�"W3 pNW�N a:22 = CIm22 �p N o3h� y 1PR 2222ADE p ,� &W31NU GRACE INtlm ADE EATSDNG GRADE rip EXISTING GRADE77NNtl� PROPOSED GRACE 77 O 1.31X LGRAOEO 5 5 @' 18 PVC +V +U p 40 ) 40 50 p G 40 83 /FO 'F PROPOSEGRAS GRADE pyC 2oLFoa O 6816 B' SOR O� PROPOSED GRA 8' DR 18 Pt 17 TOP WATER IN w BO WATER MAIN FLEW Z 116' %a6O B LF Q EZf . 37,61 _-F-06378 BL +2I STA 2186 ^ `R g ,+,1 + &' 56 LF O a40 R J5 PVL" ST@COC UNIT 202 Ni 8 DR 1B Pl'U' 21 O 0.60 X8 @!OC E UNIT 706 O 0.60 44 L O 11 B' 35 PVC B' SDR 35 P w 2 2 2 2 N = STA 2+49 STA 64 BLDG UNIT 102 STA E U 106 M J " : w m G E UNIT E UNIT I ST 2+79 2 J I.�J „�J Frio m N TDP !8'DNIN BLDG f UNIT BLDG D UN/T 104 BLOC fJN/T 203 p N w N DATUM A!l.FV ECFV 319! 90,00 DATUM 00 DAT40. 0 1 DATUM BLDG E UN/T 205 DATUM ELEV 40.00 40.00 DATUM ELEV m 90.00 ,qI�� •� o p q p 90.00 •� pN v 2mr.� 01 MN ,oram mmN m� � wO p� p� N ^1 MWpj 1p ^ q h w N� � mO6 M"pi .A"Ni• ly.h F 'a� 'L:'�1 '!N 'G q a�O m F p m si O N N pN xpN01 N� N _Q a a� Via „^ :N erg I� w mV hh h ` F� h� nr h hh hh h " M5 'F Wi "5 ^i Vmj � fir. 8 F •F 0+41 1+W 2+W 7+67 0+00 1+00 7+72 2+W 3+003+10 0+00 0+56 1+72 2+00 2+9J 1+72 2+00 2+@8 0+41 7+W 2+00 3+00 3+41 SMH-2 TO SMH-2C SMH-2 TO SMH-2E PUMP REFER T STATION O SHEET 7 FOR FILTOE OF FDSMRCE AH-5 SMH5 TO SMH6 (EXIST.) SMH-4 TO SMH-4A SMH-4 TO SMH-4B SANITARY SEWER PROFILES GENETaAL NOTEB SCALE: 1"=4Q' HORZ. TEST BORNG DATA L Cmtroctor shall be rospona/6/e for the securing of d/ neroaswy, 1"=4 VERT. permits pNw to commencing work. } I > / \ / SURVEY DATE „Y)L'1I54"001 \ ` .._. . .._.. .,. ..._ _..... ___ �� eft 2. The contractor Mall verlfy all underground oppurlenonces before \ \ vJ• 1 / + 39 oa \ }j0'3 / C / / 3z e \ \ \ LAM AMC WATER B MRAMWBAr& 211MO A AVA commencing work to mwro Proper p/arommt of proposed /aa6/fles. an-etre + 3850 \ \+ / / \`32� TEST SOiiNS N0. BN 7E8T BORNE NO. S-2 •1 Son/tory sewer pipe Mal/ be P.V.a SDR-35 unless ofherw/se noted. • .` h n � sea \ / I L 4. A// maM /Me sewer Md/ be eight (B) MM dkxnetw P.V.a All V i In E[EY 507t ELev. ileo pause connectfians, shall be Me (8) Inch sed areas with few than 4 tbet of Dodwr shall beanistaG lles 18. II / ' N / +39/50 3 ` ,'• \ / I / \ \ aeOW SAND LOAMY, nNE, FER) 20• P B- .f�L u, 59¢ k', \ .3 EDP a'BROWWrmM 4'GRAYSLIY zo• AA Water Main Protection- The mlnknum horizmtal clearance between a 10q =-3` 1 WA7EN ,- ' +\ \ - al,y �- SAND AN 5x GRA sr son/tory as and wate' man /s 10 feet. The mM/mum Tort/ca/ El- CS TYP :_ '49 54a \ CRAY SAND SOME SL IS COARSE M 20• dewOBCe belWeen a san/tory Sewer and water main /a 18 MMes. B-208 ( ) \ \ \ \ BROWN Mt FY SAMA RIFE 52` GRA lE4 r20' MEDIUM m RIFE, 152`ORA KL NET, (SW) 8-'102 oIN EL � � �'�� � � --� / \ °34 \ ISE) 6. House connections Mal/ be Installed as Mown. A SIBI County B-202 ', \ / / \ GREY/BROW SIND, COARSE To MEDIUM Standard c/eon-out Mal/ be installed as dMected when length of \ \ TD RIFE 10x GRATEL WEr 6'0 how" cmnectim exceeds 10'0 feet and at bands ext," 2J HOUR I BUILDING r `• ,,, /BE R movEDSTRUCT�RE degrees. +s 4 91-09 UI 38.75 d BE REMOFED V lNl! J . LDIN r. B- 38 /'F 62 2.OR" _ } � � as 5 as.J / ' WAS SERWIC -A) G L 16 UNI G r•B -2 18 PVL' ail+ \ + \ //'1 -- 7. Owner w6/ enlor Into on agreement with SCWA (or rdonfenonce of hydrants }4¢6 FF 44.43, a +dJ;j \ ^ +°4 s \ \ BROWN SAMA MEDIUM TO RA✓E, IIx CREY/BROWN SAN°, MEDIUM RI RIFE GRAVEL Masr a0� 20l oea TEL WEr a0� 6 Heat/ng w9/ be app//ed by electric w gas aystans i/th no proNs/ona for Q CONNECT POOL �,L / 7 @OT. GRAIN 27.86 q7 LF ® S 509 1 aa.2 REO/BRO0 SAND/]RAI II,I FINE REDDISH BROWN SAND SOME SU$ make-up Water. P fi /M I / IT1P WATER 26.36 �s J I I \ \ N1w CRA 5 20 MEDIUM ]U RNf. .fOx GRA&L SW 2'0 $ ( / BACKWASH LIN ' B , /\/ eo EXISTING .fD.O AT ONS FOR BUILDINGS B & C 7B" Pvc N 03 \: r,. BRoxov SAND, MEDIUM T sx aa• GpL�4L NOTES - BANTAFIY/9EWEA8 13 I / / TO DRYI4ECL p_V� ) I B-106 \ I R/M ' \ ORAW4 Masr GRA t21, NET / R T E REMOVED �'°52 I a0' BROW SANG, MEMUM r0 RIFE, I5x / 4) 1 + 8-206 `1 / 47,0' BRO CRUSHEDnN N5XWG4AlEL DARK CLAY 4ERwY R,IL 77Y VIFE SI No DAM SMF 20' ' +I , I �AY \ RD-T RD_2 \ \ \ APPROX/MATE / .. \ aoe L ¢2,¢ � � \ � W � BROW SAND, MEDIUM Rl RINE NEr a0' 1). DARK GRAY SAND, f]NE, N£T a0• L NO construction Moll eommenro until the fd/oWMg eondltlona oro met: TI 0' \CLEAR/NG LIMIrg / -) ` -~ 4243 I / -W \ /;� \ A. The owner, engMew and contractor attend a pro-constructkn meeting / \ ) B- =z ,f(/A{ .qq. , 52.1 RIM ! BROW Sser aR MEDIUM �� IUM w DARK CRAY SGTY 5,1N0, TRACE OF WRh Department of Public Works Moresentailm.. B" T 1 GW) 2'01 CLAD WRY ANE ICI a4A lEL (SNI 20' Dpp 9 \ 1 X O RIM ] \ NE As a0• DARK BROW SAND, FINE NET a0' B. An Approwl to construct by SUFFOLK COUNTY DEPARTMENT Loc l 4100 / 201 U' J i \ _ K-T 3155 \ GRA 4EY, NET �� HEALTH SERWCES (SCOHS) hos bean Fero/Ind. 42 43 Z U O l� WAILY� BROW SAND TRACE SL 7S COARSE '/O N0 RECOLERv z°' 2'0 C fie Owner or his/her reprasentatim has not/Aad the SCCHS In writ/ng _ - �� 6� , 5 0 Nf.E MEDIUM ]D ANE JOx BRA (SW \I• 1 B-T RIM ` \ _j'' of his Intention to commence eonstmcbm and he/Me Md/ submit an 4473 '� 50- B- .QB- 41 00 } L.\ A \ BROW SAND, MEDIUM 10 ANE 5x ao' accurate schedule of antk/gated work progress at least 14 calendar \ ( E_3 2' + 42. 208 al +3 /EST BORING \ x; CST C� Tp4 q �-1 �A days pNw to actual commencement date. /f tar any maser construction } \ NO. B-J �3 C� Q2 20 ! sz el, BROW SANDY CMM RNE (W) 20' /s tampwarily suspended, a written notice of same shall be transmitted \ \ 8 202 to hs together w1th IWlttei noflro of recommencement ra constructiontion T°I' rouND ,v°REcoTERr a°' SCON le t roNsed progress days eduleprior to a be transmitted to the �V � �G J /ISI � �( BROW SANG, SOME SCIS RIFE 0.T rs0' SCOHS at /east throe (J) Work days pNw to actual roCOmmencemernt date. �,(� L- .p \ -- +41 43 O . ,.� \ A ' I ONSE Ca•/N wT p$ y, p �\ ORA R GRAY CLAF RA4C V IY SAND, VERY 20• $$�S \ 31 VV J59J Q �20g it it FINE (sc) O. The owner and/or contractor hos Aled a// naceuwy app//cations with 44 23 '2. 2, a 47. 1 x Z J-2T,I .;�? ,;, �� NYSDEC, the Suffolk Canty Department of Health SxNcas, SCOHS; TW 44.00 • , U BLDG C' ( DARK BROW SAND, RIFE WET a0' D'IV f�� -I the low/ town and has obtaInad all neceasory, opproTn/a 16 •V/� J '�a,.z I I * F (/♦♦ V \ I 44 38 O 'V/7` �" a DARK BROW SL>Y SAN05 (RACE w 2°, PROPOSED \ \ p`r e 41 9 S CMY), FINf, )OI CRAl2Y. (SMJ y A// ll confirm m/p and la materials r for xwer construct/err Included in this pro)aef PUMP STATpfjyl(p $TAD \ C,\ 03 3 Mol/ cmfem tti the cotes! hof all rrnwta is and SLCHS Spec/Acat/ma for 1 1 iT 4o.as ) \ STA 0+21 \ • 2Q NO WA TER WARD?Ar PERCHED NO WATER ENCOUNTERED $ewer where ccNm s exist et ee the co and addenda is an . /n al/ •#x'80 WATER AT r0' Cases where conA/Cts exist between the contract documents and the latest 44 50+ ;•` �i \ J �1 i� l\- 32}14 42� 39 93 4• C� j ( roWs/wa of the Spx/Acot/ons for Sewer Conatroctkxb the /nteprotatlon _ �z44.28 Rl L xx Y-X 9a,J tis and m//n9s of the SCOHS shall be bind/ng. TW 4 .40 4 `•�2- �, 4330 • + C� 39.93 N corpora!/on of on mater/d w c4 C� W O •1 PrAw to the In y equ/pmwf Into the work ATn BW 41.40 / / , X4.3 ;� J �\ F-1 \ j ',� i-cp\TOT. c ' L,` 70g 1 (y �' �+ (5) copses of Mop drowlhg; catalog wtA charocter/stic cWI test U U X \ 2p TEST BOFJM NO. B-3 y 40 1 2p6 7 results performance data, etc. as shall by SCOte Mal/ be work Usti to the .,g (� G SWHS; No materia/ or egdpMalt Mo/l Bncoraaotad Into the work until d/ } 3g,g3+ 4 �C 4 ' REV aces py,+i ? required submit!°/a era reWewed and opprowd M Writ/ng, by the SLnHS lY �f LSA I I \ • • \� oo .• 'Y� E TO 4J 36 a" / A l+B �026Qt• TO 40.95 \ ,4Op • PVC �G •sfi n-F/ �((� WSANMEDIUM I (Sw? nrvE n 40, F Q S 4' anal!l.5 wr�rn!/y below b laid a niln/or used distanct of iaO' horizontally 50 t" a> 2 1 @ BC 40.45 \ \ . \ 1 .4 -/- c .a / / Y,g Y ACK 9� RI 42.7 SCR J5 p r4y' y_3 " + 39. B W W TLAND I 1 5. 5 "T 7 r Be OZ86 IN SE OB H- .. v�Y x T i.4 li£ O y G G fY U _ �/ Y 5. The contractor Mal/ fum/M and Inn6tdl °n underground markMg tape along 6' a/. TO /N NE J .9f I 07 NY2y0, t POOLHOUSE\IgP BC 4q . /Y 1' WATER O BROW SANG. MEDIUM nJ FME, SOI Q q Q spec/Acatkns for same. pC OF .4s;fi', BOT. SAA:�T4.96 U YlY- ao' w Ty '� ail sewer lMes, force mains and Norse cannectlms M accordance with S'WHS 1 \ ++a.2 �j _ \ •o \ 0 +>TC 43 0 (TYP,) ^� SMIH�2 71'Aa ORA/N J1�4 �'. Z Z N Y^ •jV`rV _ \ C•`T T _/ ° BROW SAND, MEDIUM Rl EINE Sx (J J �` /) V 6, The contractor Mol/ determine the exact /ocat/w and deinlcar of err/sting o-TC 4.2 Be 4252 h STA 0+ O U O / 20• �-' A utilities /ndudli existing sewers b Recd inmull atlon. The contractor I / L�4 \�. W Z T 3s 80 rt; 8 / GRATE[. (ser) i ( 9 9 ) Y 9 9Y Wj q g \ pp aa MM 39.07 Z / • , + 2 777333 CJ Is responsible to propose the adequacy of all existing sewers to accept U7 fi \ � C 39.30- ' B f 3JJ qY > > �O \• BOT SAN. 3832 /NV SW J40B TC 378 210 39,9 BROW SANA MEDIUM n1 FINE, IIx a0• connect/an of the proposed work. fie fng/neor Mol/ be not/fled of any TIN1 4 40 <' Oil T�2 / ' 1 B TOP WATER 36.@2 p61 p /NV NE 32.39 �4 BC 373 O 0. OX B' ( g 4{7 c c \ GRA4E4 NEr .( cmAlcts between existing ublIt/es and of any Inadequacy of the ex/sfing o G �/ c 1� 6 OR 78 PVC c w u I Til BW/39.4D /NV SE JJ 69 \ \ Y\ \ L ui A � saw l/nes to propmfy accept proposed connectcans and flows. ),/�, V• ; 382 /"� �\ •SSS ,9 �\\/ p t h 4.se fn p \ \ e iJ it fyn� Q 2 Ou T WATER M F \ G-3 + � � \ ( TOP 0R� J�91 � ` o q'D, ����y++• 7. /t is the reapons/66/ty of the Owner to restore ail woes disturbed by his \ O MAI AS REWIRED G-2 +fi z \ ( / 4 / BROW SAND, MEDIUM 7o IRNE, SI rzo• 7 N work to the Condit/an as before the work cwnmenced. LP 4 \ GRAYM (ser) O Du B During crostmctlm, o reprosmtat/W of SY:CHS must be present to obaervn and HW N. 1 ,fi SEE OfILE \ TEST BORING J 0 ri \ 1 / i exam/ne the wwkmanMlp and materials being hiamporated Into the pro)ecL \ /NV .46 I NO. @-2. x O BIC 36.80 / LOG ' G-i G-5 TT The OlstNcf shall be the sale Alydge as to whether the ts. At any O r O` _ O+BS roon Nded /s In tom /once with artmwtol ro uhemente. At an time during �G p` 70`� } IN D A +61 ..7 0, P W �P 9 Y \ eysa' TC' 44y8s sh, pp p the cauree of eonstroct/an that Me waft /s deemed unacceptable, a stop work 457 BC 44.391 T 2p 49° i*4 /NV E 345 /' WATER � � O ua D � y / I 1' WATER �4g 3435 C 3740 H 6 T '39.75 / (� RlM 41 W y, W order w/// l homed one te work performed he S the /swop ve oro m ®'' •q SERWCE 39.2 /NV SW.1x I W order shall not be accepted w o rorod b the SY.bHS unapproved work and/a, / I 2B r \ b• HW CCWN. � � (TYP.) BC 36 90 0 N-5 � �' � PP Y as,° r + I STA 2+61 r 4) ® INV 2B TYP. W \ ( aD. botbres Mo/l be removed and replawork wi b the sled. ctlon of the SCDHS 20 45 15 RIM 4440 r 0,-107 OG 41 TC 38.40 ' / + BROW SAND, RIFE lox GTdA TEL, wEr behxe approve/ to recommence work ail/ be granted. 13 INV SW J9.12 46.76 2 �LQ O� 104 BOT. WATER 37.61 BC 37 90 \ + 68 UN/TS X ISO OPD zz 10,200 GPD Q / r 07 20 IDP SAN. 36.11 \ (� / / BROW SAND/CRA4EL arrvE m 2°, ngp0 ,g B. l7(y4ET4E17E) 9. fie owner and his controclor(e) Mo// be responsible for maintaining, the 4 TIMBER RETAINING WALL INV N£ J695 r 12 •f^es „ 4( ,,`? q pq TO 1.97 '� MMUM, 602`GRA TEL Ma ST, cw) ( construct/on site M a safe non-hazardws awalim d/ In accordance with Q p\ RF U� V n v \ Y � \� I 1 MANAGERS APARTMENT(650 SF): 225 GPD the ukwmenfs of the New York State Department of Labor, OSHA and o// �• WITH FENCE (SEE DETAIL) I (� 41 47 / P• ` req eP TO 45 54� 0 1p s TS N' / BROW SANA nI 10x'SRATEL a0' 0.`F/W' 354 • x 0.06 GPC/x o 21 CPD other agencies hating APrlsdietim. Unless otherwhe approved /n writing by TW 45 40 •9"gY C 45 14 r �2p2 Q�'68 45 29 $ \ POOL EQUIP. ROOT/.• 200 SF x Q04 GPD/SF = 8 GPD / W openSCOHSe the contractor Mal/ erect and maintain adequate fent/ng around all BW 4540 45 7p 47L' r 1 '+ -- 4480 99 > BROW GFA YEY SAND, COARSE ro 20, open axwVOfima. � �O $a E-7p3 PR � I � MEDIUM ronNE rSs cors,TEl4 Er, (cw) ICTAL FLOW !0,454 GPD 10, Fina/ row? Mall not be granted until all of he /dcowing / I n E-70 45.2 / / ' I } BROW SANG. MEDIUM /0 RIFE 52` a0• aPp 4 a / ORA W1 raqulremenfe oro fu/Ailed to the sot/s/ac!/m of the SLbii3• 5.57 + PROP. THRUST r 503 0 \ E_ + 495 4550 3 BLOC( (TYR.) � o^7 + � \ B LD1 Zoe / � / �Q�� G I C 45 17 r O�' O^2 3 Q HW N. cal NG "Er' ail.+ / / esu +9.° NO RECOTERY 20' / TO 43 e0 BC of 44.67 SM 2 a U S �" (� UNIT$ t-y� / / / A. The aysmailam Ma// be quprosubjwed fa testing to Bent& A the adequacy st BIT,ant t7pR AR Ac Md/Nduo/ components and o/ the ororol/ system's ability to meet the ro kbe of the cad contract ODINS nd o acs g ' D-2 . V ® INV. 5b�7J'P. 12 � � eeoW sAIFv. RIFE sx'GRAVEL ao' BUILDINGS A,D,£ (12 UNITS) 6736 SF qa oppro eplmro testing / • / MANAGERS B,C (16 UN/75 9,400 SF Mol/ bellbepe of no cost to the SYNfIS and no acceptance T D� A' F OG T' - / A' / ) performed 7p \ IFF 53.2g \ BROW GRAVEL SAND. RINE, 50x MANAGERS APARTMENT 702 SF festa Mal/ be performed unless wltneaaed ll a duly he authorized O�2p6 E-TOT \ / 4 O rw Y9a GRATEL WEr, (ca) 2'0 ro the adequilmacy of the e Ito The ted an Mall ct the ode Alagecorrected as to Q \ \ to the adactim f he Rena foaled and defeels Mal/ be corrected to (Q TC 45 45 T�W I Tc 46.28 afb• • . � E-207 E-1 02 � `r \ / / 'J - NO WA/ER ENCOUNTERED the sotlsPoctlm of the SCOHS TC 45.00 BC 44.95 BC 4 .90 C 4578 GG50.68+ E-202 BC 44.50 TO 47.03 A-1 �) 51.2 • • E-105 Y EXISTING PROPOSED B. R roducilhle 'am-built' drowin s of he completed sewage OY BC-2 I BC 46.53 / / \ LEGEND eP 9 �' �r C1 E-206 E-106 5 - co/le d a system Mal/ be wbm/tfed to the SWH$ AS-0I u must be BC-.3 6 T 4682 TC 665 BC 4720 �i O 7C Sn 6R UUI E'206 ,e `A A A A A\ / signed and sealed by a duly I/tensed New Yor/r State Gmd SLrTroyor and TC 4550 I TC 4822 a o V U U x I \ CURB must supply a w/tob/b pwmmwt record of the exact /acotlm and Be 4772 �V A-2 U U ' • A A -} ehwtlm of eeww lines, structures, stubs, house cmnect/mA wyes / BC 4500 BC 44496 I C BC 4615 A-3 " ' 5129+ � Do \ SIDEWALK 0 TO 50.58 \{ \\ Y\ / / ::.1:.ii::'!.r.r v.:'..... and appurtenances. Alas-buts' Mall be prepared /n accordancestun with `/ GA ) BC 50.08 .. ............ ........... ' SCOHS standards for as-bout' drawings for saw conafinetlm And s, be Ink m my4or or equal droN/ng media, mkroAlm and/w digital, as S 26 CF ® 3779 (7Y�?) VALVE /TROP. HYDRANT (( TC 50.68 'TC.90, 46 (' 502 required 6 SCOH$ / 78" PVC / I ( •) ( OF 3) �) 'JO 4 76 LF P 0.60X a' $DR JS VL' O 7ryp STA 1+72 '3� C 4230 DRYWELL W/ INLET B y / TO 4516 / I TC 4 .71 1 }s°a `) RIM 50.30 TC 50 10 / \ a SL sub as--blit'record drawings of the completed sewage works Ma// B T Be 44.66 / BC 6. 1 TCI 4777 /NV SW 42.69 BC 49.60 be submltfed to SLYNS As-bu/its' must Include, but not be limited t0. e 4727 K) INV NW 4252 TO 51.08 J- ( \ ere \ site p/m, operafim and maintenance manuals, schematics and elementary APPR IRR/GAT/ON WELL LOCATION B 50.58 7- ((}},, \ drowbgs of MectNwl, mechanical and process systems. DrowMgs must (TO BE INCLUDED IN /RRIGA TION /NV NE 4.197 /-2 TC 49.39 I/ f �TJ� DRYWELL W/ MANHOLE COVER be signed and sealed by a New York State Licensed Professimal BC 48.89 TA 2+8 \ \ O Engineer, and must be Mk m my4ar w aqua/ drafting medla, microRlm SYSTEM DES/GN) ; _ARA ZIF PLANS BY / Q 7 and/w dlg/tal, as required by S'WHS 46' I I 48 \ -') NA}ZOR ENG/NEERINa AC _ I \J�iK BC 4934 TC 49 84 �/N�iS 8 BC 4786 \ / 50 + /Y \ / \ \ \ DRYWELL W/ CURB INLET O !1. Ail materia/ and methods of awstmctlm must comp/y with the Standards and SpeclAcatims of the SUFFOLK DEPARTMENT ac HEAL IN SERWCES: Y�P^ 3 y�y � I TO 510555.3 /:. r r BC 5a 55 Tw 69' MANHOLE • rc -6.91 \ �. �-Y�Y ' � �'� 52.11 _ TAX MAP No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 BC 46 47 Y r �y TC 49.88 J / 1 \ + I \ 50.7 _ Be 49.38 ^Y \ CATCH BASIN AJ61 + 923 / +453 a5° T y �y `yam Y� \ \ 9 r r T 1 r Y Y 'r Y Y Yom° 5� \ \ _ REVISIONS le P C } PROPOSED NEW EDGE OF PAVEMENT I \ STORM DRAIN D J Barrett, BOT1aCCI J I 1 aa'S REFER TO COUNTY OF SUFFOLK DPW y �y �y ( / H 50./ 5zs ser, GJ 1 GRADING & ALIGNMENT PLAN PROJECT y RPZ (N \ TEST BORING y�y -� (Y/ TO 1.2J TO 51.23 / \ ROOF DRAIN 7/2 029101 RFOIRC= MA/NEV f & VanWee , iB) RD _ \ No 5518 NOT OX 51 a ( Be 50.73 CLE�RING LIMITS / 8/2/02 REAR ORYWEYLS ENCL SURE \ N I TO 51,J q sfi t FORCE MAINEWER - 5 - 61410J HC PARKING • � CR 48 CROSSING 70 BE ACCOMPLISHED Be 57.38 A - THROUGH JACKING OR DIRECIFONAG µ) ( Be 551.25 6/25/03 SEWAGE 7RMNT PWT - A A PROPOSED METER VAULT 1 DRILLING AS AUTH01I BY SWPW �(� I. 158`12' l I WATER MAIN/SERVICE W 817 same COMMENTS HIM9° \ RIM ON `.r (REFERENCE ST NDAR_D \ \ (SEE SEPARATE PLANS BY "I 57 -or S 19.33'39 r W 1 / UTILITY POLE `� 12/01rOJsa/LD. coMMfNTs CIVIL 75AC Commerce Drive, FOc a y SCWA DETAILS) NAKOR ENG/NEER/NG P.a) \ TC 52.55 TO 52. \ i A A A A A A A A A J q J 3 A d��A A A A A G L f Be2 05E1.7 - a21a " _ OH - �- -- -- - - - _, - _, - - 1 v, _ - - - - - _ 3/29/04 WATER d' SE6£R Rim °H - . L .- - A �� A A_A TO 5 .35 TO 53 6 X 57-\ BeBC 57. 8 STREET/TRAFFIC SIGN 4 175A Commerce Dnve, Hauppauge, 1/ 11022 a'I_ / lefi 63a a PROP. 8 TAP- v °H-CROP'8`T�-OH -T_'� rvl` °H-� - ° r Be57.E5 r A H�.L_. .�A�x�.x ¢N A A-l. °HA- I ry �' .°H I�. .��L / _� �_ 5.5 uA[vE - L'9 94 °" 6 _ _ _ uYOU T TEL 631/435 1111 FAX 631/435 1022 4asr-- h A, m WATER VALVE ® 4/23 04 WATER SERWCE /N ya.ea 950- - ¢H ¢H ¢H OH= WWW.bbVPGCOm ser 99 s 5 sz.az s 'S0 s2.5a THRUST BLOCK o al Os w 4%33 / sO.9n \ sv6, 5a nfi �.SU, CLEANOUT 0 7/2/04 SEWAGE 7RMNT PLNT Yfi 99 $OLIp WHITE LINE } } }5''95 3121/05 FORCE MAIN / - 9 W i r w w W EBG - T r r Amended Site Plan for -w O w s HYDRANT 516/05 NE�WCRLCM/MENTS a B5 w 52 ai 52]3 51 Jfi SOLI° WHITE LINE 50.90 D. x,52 / �- -_ �9i+5 eaOKEN ware LINE 3944 h __ s°Ja szLa 52.Je 2\ Or OVERHEAD WIRES OH 612105 SCUMS COMMENTS CLIFFSIDE RESORT / �] DOUBLE YELL°W LINE 5°.66 / s ��� -/ / "�s, 9z - FENCE X X- 7/12/05 - 15 7>s / s¢ueLE r6u°w LINE 49sz s''3 REFER 70 ROAD IMPROVEMENT PLAN szs6 GREENPORT /O a4 Ya + �1 Q AS PREPARED BY BARRETT, BONACCI / CONTOUR 65 660 8/18 A` TOWN OF SOUTHOLD SUFFOLK COUNTY NY m + / NOR 1 ROAD ',V.R. �v) 9259 WIHI'!N SUFFOLK CWNTYN' KEEL& AC FOR KROQW. sz a, / �_ SPOT GRADE } T 14 z „ - z / ® _-I- 5265 / TO 49.3 TC 49.88 I ' r a' SHEET U' -1�-31 afi'O3 SOLID WHITE LINE Y955pd_)�p�_ Ea rgy_7 52°2 -ter 5160 SOLI° WHITE LINE 5°.J _ 5°2 '� µ,l sa.J9 / I -I•` r ° / /� , , TL' SANITARY SEWER / 56 IF O a4OX @' SVR 35 PVL' s s 91.53 9°.53 _ II . j {.!p _ PLAN t TOP BOT CURB GRADE Ec + 2 C 49.38 �- s z3 __ OH DR ¢H OH FLOW ARROW1°"�.p c• / AND 6 sz 3J U! ¢H ' '- '6°'� H °H °" TIMBER RETAINING WALL =� tC 3. 072`L�• OF °N ¢H °H 4719 °H SITE LIGHTING aLTRA00� FpvY WATER MAIN GRAPI�YC SCALE SA/H 6 Exrsr. 6fi XCEPT PLAN 7 + }a>.65 aG O m as a SM 5 STA 0+56 J¢ } sa,7B STA O+W A LICEN.n err aL MIGNECR IN o RIM 52.25 RIM 52.35 PAVEMENT RESTCRADON PER UNIT NUMBER A-102 Accae°Axcr NM srcnau JZOs OF Mrs 5 /NV 45.95 /NV E 4556 (EXIST,) ROAD IMPROVEMENT PLANS Loucenav Law Is um'caL o foo. •..�...._. INV W 45.73 (PROP.) DMGNm BY DRAYM BY CBECKEB BY DAIS MAILS PROJECT M a IN FEET ✓E LIE 1121100 AS SHOWN A000446 1 inch = 20 ft OF LM SAN DESIGN VIEW. VI S0115 IN EXCESS OF 9'BELOW PAWEMENT SUB- GRADE COMPACTED TO 90A AASH70 T-99 TECHNICAL SPECIFICATIONS - WATER MAINS AND APPURTENANCES SOLS IN EXCESS OF 9'BELOW PAVEMENT SUB- SANCUT EXISRNC PAW£MENT 2'BEYOND SOLS WITHIN 9' Or PA"ENT 1.0. GENERAL CONDITIONS GRADE COMPACTED 7O 90A AASH70 7-98 TRENCH P �ENr REaD OF MA °£ COMPACTED R 95T OF MAXIMUM DEN&TY PER Ll Al/ work Ar to be parfamed /n accordance with the requirements of all Fedaml, State, County and al/ other munkpal agencles hating jmeoYcUm awe the DI -87ER D RE57OWATONN (7)PJ AASH70 T-99 work. The Contractor shall obtain d/permits necessary for the complete perlamance of work. BEND 6 B' 10' 12' PA vEuE r 2' SOLS WTHIN 9' Or PAVEMENT 1 PAWMENT SUBGRADE PAVEMENT 2'BEYAND SUBGRADE COMPACTED 70 95A / 1.2 The Contractor will guarantee d/ work for a period of we year from the date of the Omwe And written acceptance During the sae year period the A B 10 l2 CURB INLET, FRAME AND GRA L ( ) DIAMETER ��� WHERE R£OD OF MAMMUM DENSITY PER WHERE APPLICABLE Contracts shall repafr w nee, a! his awn coat and eapensq d/ equpmmi sapp/led and all contract work prA%med and kuetafled undo the Contract that 1/J2 B 7 9- f0' FOR PAVEMENT CAMPBELL NO 254E OR EgUAL cep/ BEND 6" 8" 10' 12' lar' c B FOR PAIR QN (7YP) AASH70 T-99 /s found to be defective. All remedial wok ahaA be psfamed to the aa!/aPoet/m of Me awns and at/ agmcI" hating JAr/sdlet/m. A 1-6 2 11 -6 3-0 -6 A 12 1-6 - B 1 -3 1=9' t ' 2'-0' -0 1 16 B T B� 9' f0' PAVEMENT SURGRADE T.C. ELEV 1.3 Prior to axcawt/m, the Cmbactw shall MmatVate to the extant neceaasy the prosance of my underground a&/flea in the arm of the proposed work. 1/32 / C )O I1' O.D. + 2'MAX. (WIERf APPLICABLE) Any ax1117g uIAAlea encountered shall be protected with wheeling, broe/ng s other approved mama Any utMty ralom!/ms raquked shall be coordinated by the C 2 -0 2-6 '-9 3-0 -0 - Conbactorwllbtheutg/tyomm A 2-O J-4 J- 4-0 -4 8 10 A 1-J =8'2=1 (SEE N07F BELOW) '.'.'.'.':.':.'..' .. ' .'...... ' .. ...;' .. .;. ".':..'.'.'.'a;. 1/16 B 1-9 2=3'2=6'2=6' -6 H 9' 12' 1/8 B 8' 9' 11' 8' 3=6' 8' .'.'.'GRAVTY SEWER'.'. ':.':.'.'.'.:'.'.'.'.a.':. L4 The Englnaer and the SL/(dk County Deporhnmf of Health Services Mal/ be notified at /aaaf 24 haute In adwnce of eornmmc/ng work admKling wotm to C 2-6 2-8 - 4-0 -6 B� /O' C B• 9 0' b• 8 10' 2' I ggOCF/LL AgOI•£ or chlorination of new/ /natal/ed makm. / 0' 2 - A 2-0 2-6 3-0 3-6 E 10' i o new aecHa, flushing or Mowing ori mohnq y A 2-B J-0 - ' 4-6 -2 SPRINGL/NE 7D 2-6 'J'-6' -0 1 4 B 9' 12' 1'-3 F 12' J=4' 1 " ..':. BE PULED /N B 2=9'3=0 / l B b .:,.,12�,..: . .'..3r','.'. 1.5 Suitable barker and caution sigma shall be placed and maintabrad around all wcowtlm and parked squIammL Padesfrim and automobile frafi7c shall be / _ _ _ _ B B _" _ _ CEMENT UNm °UC77LE ::.'.':::.'::.'......................: ... .. . .. 12 UF75 � PIPE ZONE ...QD.:.:' : .. .'.' OD. .7.7.'.'.'.','I2. .. mah7takred and protected In accordance with the applicable p4)viaims of the N.Y.S Manual of Uniform rmf9c Cmtrd Devices, C 3 0 4 0 - 4 9 8 6 C O g 1-8 !-5 - - 2=!°' ,,, ,.,,:r..: .I 3=6' /RAV WATER MAIN .'..'.'. b etc. must be Bred or aced b the Cmhaetor at his own mac to BARZJCAVU 719 N .6 An damage b the Cmlroetw to adjacent curb &Vowdk lawn area, ohm q ra rqa/ y e>p SPM/NWNE N J Y 9 Y uaP s, s, A PULED hV BE 2 A State eaIACaHan as sad as ract/cal to the mtlsu6ct/m al the o w e Tawn county and a '�'.'�O.D.i,v.'.'�l.'.'.'.'.'.:'.'.'.' Me opp/kabl y / sP % Y P 81AN. HPE ZONE 12'UF75 � ,I ,I SPRINCL/NE w h D 2.0 SPECIAL CASTINGS } � � - ___- _-_____ _____ L � • y, r z ' � BALWfAL PUan ALTmNAT¢r9/ i -- --- - --- -- - - - - -- s LLa//sav6D7HSAaLKPFFLw 5' STONE % L MATERIALS 1I ,••! fI ,4 D SPR/NGIJNE TO SPRINGL/ ii ELEVATOR Ductgehon Atf/n Mall the letters b/' s L "' +`�` J --- --- ' LWgAU"INAB IS HIZI ERED 2.7 GYa kens Ductile Iran maMm/cal pint Atthrga wA/ be u&had unless off,"Aa Indicated an the drowkrga gar ]Led ., f}I GuaM RAIM ALIUMMYN BELL4'NG(LYASS/,A CN A/J NTffiPE Y . ` o v ____ __ 6'L4750V dIM 3C5 OrRFE t.1° T 30' �/ bIfCM east an them. ..a _____ 70 SPR/NGLINE ELEVA AON J 5' • FORCE MAIN AWiMG IXGIW7XAV t/cfffE!/rENO{ES 22 F7tfMgs with mechanlad plot flanges, shall coNsm to the dkmmsWji we/ghla folarmceq eta, for g a),roa and/a ducf9e/ron M A.N.SL/A.W W.A. s' a oras �rx "' amw([YAss/,A LW 8) Nle Syec/Acot/ma C71f0-77 a latest rovie/m. PRE-SHAPED FOU77av At POV OR nxxete Aemn fJ M.191W ODIWMW O`AfL`1!✓IEhhriES SECTION A-A pJ.sd FLAT FWNOATOV W7H •\" 2.J Oaykm AtHngs Mal/ haw a pressure roting of 250 p.al. up to and Including 12 Inch d/cmeter and 150 p.s.1 for grouter than 12 ARM dlametm DuctAakm •*M weoaEt BACKFILL TAMPED INTO PIPE MUngs Mall how a pressure miff of 350 p.al up to and Mdud/ng 24 Inch diameter. o �d �d ELed PRE-SHAPE° FWNDA PON QU ... .............. ..... '; HAUNCHES, AT COWIRACTCRS 2.4 Rtt/nga shall how dkeet/y rnsf upon than the monufaelura%a Idmt/Amt/m, pressure rating, nominal d/amets o/qpm/ng; and the numbm of degrees s le N 4,M E BACKML AMPED /NRF PIPE CATCH BASIN - TYPE 1 O/sCREnLW. fraction of the Ckde an al/ bmda HAUNCHES AT cannAClORS C DISCRETION. N.T.S. N07ES 2.5 Mechmka/pin! fl!t/n9a Mdl be used with 'push-m'pint ppe with the pint omfoem/ng to ANSI SyeclAeatAnn A2G71-1979 or latest reviaion a A.WW.A. .` ,, D 4 S 5 Machan C7ftuht a /alert ll be u '..s A:: / 1. CUSS I, A,, IN OR /V COMPACTED BACKFILL MAI ZMAL REQUIRED IN ALL PIPE «.: m o N07E5 ZONE-.% PER USCS (UNIFIED SOIL CLASSIRCA770V S)S7EMI 2.6 All IHtinga shall be cement-Ahad In accordance with A.W.W.A. Sped WAW C104-74 s latest mWelm, or A.N.SI. SpedAcatlon A21.4-1974 or latest rew'alo n. ;a.�'a k � � I. CLASS 1, A, A/ OR/V COMPACTED BACIORILL MATERIAL REWIRED AN ALL PIPE /NSTACUTIOV ';' f m r ZONES` PER USCS (UNIFIED SOL CLASSIFICATION SYSTEM) 2. /F DEPTH IN TRENCH EXCEEDS 5' THE CONTRACTOR MUST PROVOS SHEETING "' s,/4 • " DIT AND BRACING O4 A SHIFTING BOX IN ACCORDANCE W7H OSHA REGULATIONS. 2.7 The plum deflection far mechanical jbWs Mall not exceed 5 degrees (e/fher 19 Inch o/het for an IB foot length of ppe s 21 h7ch offset kr a 20 foot 2. IF DEPTH OU intwaN EXCEEDS 5; THE owmAcraR MUST PROVIDE SHEETING AS AN BACK ATNF /F PE�TME OR BY THE URALENGAR THE FRENCH WALLS MAY lmgfh of ppe) for a/era B inch through 72 foch dlomatm Assembled pinta Mm/d not be deAacted. . �� .Sc'� AND BRACING OR A SHEETING BOX/N ACCORDANCE WIN OSHA REGUU PON1 BE WT BACK RJ A 1:1 SLOaE OR THE NATURAL ANf,YE OF REPOSE FOR THE =� AS AN At 7ERNAINE /F PERM/TIED BY THE ENONEM THE TRENCH WALLS MAY SO4 WH/CHELfR /S GREATER. 2.8 Conaeto b1nf Mall be gVillad an dl ppe //nes 4 hch Irl diameter or larger at al/ tee% plug% cope and at bands deflecting 22 1/2 degrees or more. BE OUT BACK 70 A k l SLOPE OR THE NA77/RAL ANGLE QU REPOSE FOR THE Blackkug Mall be of concrete of a mix having a Campressiw strength of not /ears than 2,000=1 Blocking Mall be placed betwem said ground and �AL � TIME HORIZONTAL SEND END IAP 504 NH/CHEl2F /S LiREATER. .� 7fA ZEA PIPE/s THROUGHOUT TI PI LESS THAN J' E LASS ALL ERIAL LL MNERE P E IS INSTALLED THE TH E ZONE A lO BE LUSS /ALL BALL the ffttkrg to be anchored, as shown an the plana J WATER MAIN TO BE INSTALLED WIN 4=6'MIN COWES THRUST BLOCK DETAILS PIPE TRENCH DETAIL - WATER MAIN DUAL PIPE TRENCH DETAIL 3.0 GATE VALVES N.I..S N.TS [GRAVITY SEWER 6 FORCE MAIN) J/ Ad vardbal gate Palms up to and Including 12 Inch diameter shall eonfam to A.W.W.A. Speclffwt/ms C509 a latest reHs/m. Gate w/wa shall be Iran body; bronze-masted, 200 As..1, minimum waking pmwr% nm-rising atom. 12 Gate Palms Mall Include mechan/cd pint ands complete with all pint accessories krclud/ng ganketa 13 Marlrkrgs shall 6e cast an the bonnet or body of each w/w, and shall Mow the mmufacturwe name s mark the year the Palm Castkrg was made, the 2=6'MAX. GATE VALW TO BE CONCRETE FILL ash of the wlwh and the designation of working sats prossum 1=6'MIN. EQUAL TO AWHA SPECIRCA7TON FINISHED GRADE 14 Valve boxes shall be three p/ace Ona! Irani, 5-1/4' shaft, shd/ng type, with cast km covere with 'WATER' Cast an the co rs ALL HYDRANTS TO BE C-500. A A CLOW, EDDY--IOWA • \ ,CR� 4.0 HYDRANTS DIVSIOYN LL F-2640 aft R -_m_ SY$TYfTCALLY APPROYEO EQUAL - OO EDGEELHOF (rYP) 5' rIP/CAL FROM &DO UNLESS At A// hydronla Mall conform to A.W.W.A. SpadAmtlm C502-73 s latest revision for Dry Barrel Fire Hydrants SAFETY FLA NXE ' OTHERWISE OREEEO 42 All hydrants shall haw permarm! markings IdmfZ I, the manufacturer, and deslgnatkug the sl" of the mo/n wive opm/ng and the yes o/mmufactum FINAL GRADE \ Markkrgs Mall be placed ss, as to be roadfly dlseemlbie and/egWe after hydrants haw berm instil/ed. 4,3 A poa/t/w apaof/ng drain wlm she// be Included to dmin the hy&mt properly by gomhrg as som as the mciR valve Is dosed The oYah Palm shall dwe IM VAG YF BOX COYER when the main wlw Is opm. N 70LBE LOCATED AS AND VAL WE °X , 1-1/4'X 1/4' STEEL STRAP 44 Hydrants shill be provided with a 6'Wet with meMm/col pint and emrp/eN with all pkr! acceaaar/ea /ndud/ng gaakatq and two 2 //2' eat/eta with N.Y. DI��' Corp. dredda. 2 PLAN SHAPED 7D VAG V£ 2 LAYERS OF TARPAPER b ROODWO BETWEEN IFF � A1116HA &£ CURB BOX TYPE & LOOKING L£ MANHOLE' 45 A primer and second coot o/paint Mal/ be tpp//ed to each hydrant top sec!!m. fie bone/ Mol/ be yNlow with aluminum tape and carper OVER 1-1/2" STAVE. •� AND VALW AND Sr- � �N�SMO tt��� 490 FRAME d• LOOKING COYER. FILM NYLENE FILM TOM VALW£AND APPROVED EQUAL. OR HYDRANT-SEF N07E 1 /Jf' WATER SERVICE d 41 2000 PST CONCRETE - 6'LATERAL (COPPER PIPE) OR STONE ANCHLIRAGE `�.`l�9 tg.,4 THRUST @COCK FINISHED GRADE 4 ', . 5.0 WATER MAIN CURB STOW MUELLER N-1520} A< I/4'OIA. BAR Kw o ACA/NST UNDISTURBED :¢'+,Try`;; APPROVED EQUAL ° 3' THREADED EARTH. ° d 4 a MATERIALS '� rri T ° r„ L ADJUST TO GRADE WTH 5/ Water Maln pphrg shall be 8 Inch comant lined duce Iron ppe, thickness Class 52, meeting the requkemants of spedACat/m A.W.W.A. WEGG-GRADED WASHED GRAVEL 8 � ? C°NC. BRICKS W7H CONCRETE C-150/A2L50-96 ANSI Standard far filw lot Dedgn of, The Psh and C-1llad In.4-95 'WS Stanch. fa- 600-9 Marler' UnIngInstallation for (APPR. 7/3 CYJ 5' MORTAR (49AN-12'MAX.) ANCHOR BLOCK Ductile-lion Ppa and F7tt/ngs for Water's latest rovialma The ppMg shall be Instal/ad /n accordance with A.W.W.A. C600-99 %natal/atlm of CLWPARATIOYN STA° MUELLER H-15000 (THP 24' Duce-iron Water Mane and Met,Appurtenances' a latest redelm. STOVE, CONCRETE OR CONCRETE BLOCK OR APPROVED EQUAL WITH APAC FIML MIN/MUM 6' TACK AND 12'SQUARE BODY SI/PPOtr INSERT SERVCE ALL MANUF. IDENTFICATIO✓ 2 0.O GSD SEG M.H. STEPS 52 Ppe and coup//ngo shall bear /dantlAcdHm markings that will remain leg/b/e during normal hanW/ng, storage and Instal/atlm, which ham been, applied VGGLB`/107 ALL WAIF LANES SHALL BE CAST/N WALL ( ) (SEE DETAIL) hu a manner Chair w6/not reduce the strength of the ppe w ccupl/ng a otherwhre damage them. 1.) PUMPER OUTLET SHALL FACE STREET,• HOSE OUTLETS SHALL BE 4'-s•BLz°w GIRADE. VALVE ANCHORAGE DETAIL PARALLEL TO STREET. 7/B'Sty. OR J/4'DIA.SELF 53 `PuM-m'pint Md/ be used unless otherwlaa Ind/rated In these spec/flcdtlane. ✓ohms Mal/ cmfam to A.W.W.A. Specilwilm 0711/A21.11-00 or 2.) PGUMBNESS OF HYDRANT TO BE CHECKED IN TWO ORECTONS 90 SEAL/NG SUTK RUBBER N.TS latest rovialm. DEGREES APART _ INSTALLATO,V 1) COATED WIN&TUNAS77C PA/Nssr OF �T JROODINGMAY THREADEDE OMITTED BETWEEN 54 Wats malna Md/be /old to the linea and grades eatab//Med by the plans and goecl9cot/ms un/aaa directed other-w/ae by the Owner s his SUFFOLK COUNTY DEPARTME HEALTH SERVICES THE MAIN AND LATERAL VALYF ONLY NHERE A TAPPING VALVE CVt 3'-J'MAX. : 4=0' rapmentatlm. Trenches shall be eArcamted to the required alignment, depth and width and kr conformance with al/ Federal, State and loco/ regulations. HYDRANT VAL VE A IL BE C TEE/S USL7J. WRIER MAIN REFE APPROVED ^is WATER SERVICE DETAIL RENO I�It �L) i-I/2' STOVE SHALL BE PLACED AROUND THE HYDRANT FROM THE 55 Khoo the eabgrdda /e found !o be unstable or to Include ashes, cindsq rofusq organic material, w other unsuitable material, each material shall BOr7OM or HE 'IRENC 1, BUT AT LEAST 6'BELOW THE BASE' O" N.Ts K07-N-SEPAL FLEXIBLE SLEEVE 0 o o/S be removed to o mkde Is o/(6) In e u or le the depth ordered by the mg/nea, and replaced ands the dhectkn of the mg/naer with deco stable THE HYDRANT TO 6'ABOVE THE WASTE OPENING ANO TO A DISTANCE OR APPROVED EQUAL (TTP) SFz'DRAWING# d4� granular backfill material. Trench bedding Md/ conform to the Un/-Bel/ standards A< 12'AROUND THE E7POW. O �_FOR SPECIAL CONDITIONS S) HYDRANTS WTH PLUGGED DRAINS SHALL HAW A 3'BUCK FOR EMSTNG SMH-192 ONLY. 56 fie Contractor Mal/ be regdred to a" Wpmmd means to keep eater eat of the trenches while ppe /s beAug laid and away Pram the Enka un& CIRCLE PAINTED DIRECTLY UNDER THE PUMPER OUTLET. m ALL OPENINGS OTHERWISE 'VIEWER'S they haw sat. 5) /F GROUNDWATER AS ENCOUNTERED WAH/N 7 FEET OF SURFAOLE NEEP 'r' 2- (ryp) 3/4 O � MUST BE PRECAST. n'11TL4LS: 57 SackH6//ng Ma// be accamp/lshed with matMda approved by the mgh7w /n accordance with the Plana A// backMl material shall be hee Cam NOES SHALL BE PLUGGED AND HYDRANT PUMPED AFTER USE 8'X6' "Y' TYPICAL SIZE -� alndeq ash, roAraq mgelabm s organic material bmlderq rocks w stares 1-1/2 Inches or larger 17 a/ze, frozen ea6, or other material that In the HYDRANT DETAIL � � ' opin/m of the ang/new,, /s unmRab/a BackA// and compact/m of ppe trenches shall be kr accordance with the deta6a an the plana. CAMPBELL FRAME R COVER MOVEL No. /7J5 CHGOANAnal, FLUSH/NG AND BACTERIOLOGICAL TESTING N.F.% OR APPROVED EQUAL _ FLEXIBLE DONT (TVA) FOUNDATION WALL STOPPER OR END PLUG I- 8" MOVOJ7H/C BASE rk FOOTNG RECTION A-A SB Chlorination shall be k, aecerdmce with A.W.W.A SpeclAart/m C651-99 or latest m0olm. The required ch/nine doeage, Is 100 mg/? of MAmne kr the mains, with a ch/arkne residual of not leas than 50 mg/1 at d// tknes. J%3'X8' COHCRETE PAD 5' MIN. 59 Wats ma/na shall be Mown off at a flushing w/ocRy of not less than 25 feet per secmd until a// mud and stones are mnowd liven the main _ and the chlain residual is either reduced to zero s not higher than the ehla/ne residual generally prewAMg /n the system. NO>FS 510 One bacteNdog/ml sample will be ked far each 1,000 Anear feet of water main and for each dead and if paWjw samples aro obtahred In my 10 I /0 req more detailed sampling w6/ be required. After each section of main hos been Mown off, samples of wets shall be taken from the appromd I` 1 ALL MANHOLE SFCTONS SHALL CONFASM W7H A.ST.M. C-47@-70, STANDARD sampling points by the fob personnel Cam o New Yak State Approved Laboratory. The cash fa the bactwW09 nl testa shall be paid for by the MANHOLE ROWS FOR PRECAST REINFORCED CONCRETE M.H. SECTIONS Cmtroctor. � 2 MANHOLE R/SER SECTION 71 BE FURNISHED /N 1,2,3 OR 4' HE7GH75 AS REWIRED. ul 3 MANUF. TO CERTFY THAT MANHOLES DELIVERED MEET ALL REQUIREMENTS W 5f1 Na sections of now ma/n shill be opined to the d/sbHbut/on system unlA nagatlro boctMdog/m/ tech aro ahto/ned by a New Yak Slots Approved VCE LA TEG WATER MAIN OR e P� P/� �f CS Laboratory(with a ceriftate that the sample, ware taken by laboratory,personnel) and approve/ to granted by the mgfneer and the Suffolk County ANGLE VARIABLE I- A.SfMENT SLAB ('��WATER SE'RVCE (WHERE APPUCABLEJ �l I � F Depatmmt of Health Sarvicea _ _, PRESSURE AND LEAKAGE 7ES75 m 30'ET80W -III- FOOTING 512 A pressure test Mall be conducted an all mains In accsdmca with A.W.W.A. Bimil7at/ms 0600-99, or latest revision. Under the pmesum test u'E�°'� SANITARY SEWER MANHOLE "Y" BRANCH GRADE BEYOND the hyPYostatic pressure shall be set of least 50 paromt abow the norma/ operating pmwm but In no Casa lean than 100 p.aJ., based an the ASSEMBLY elemUm of the lowest pokrt an the line w section under teat and corrected to the elewt/m of the test gauge. F'researo Mal/ be opp/led by means /0' /0' N.T.S. 1� MIN' F10 ACC STEPPED DOWN of a pump connected to the ppe In a manner mHafactory to the Owner. 5/J A leakage teat Mall be conducted an all maks In valved wot/ms kr accordance with A.W.W.A. Spedflmtlm C-600-99 or latest rovialan, elthm NOTE.- 7O ACCOMWA7E SEWER concurrently or knmadlately after the preaarro test has been eatlafoetorlly completed. Under the leakage teat the hydrwtotk pressure shall be set at WREN SEWER ONES CRASS ABOVE WATER LINES THE SEWER LANES SHALL �� _ q OD UNE AS REN./RED least 50 patent abow normal operating proamro, but kr no case less than 100 p.aG for the particu/s lomtloq and the duration o/ the test shall be BE ER MAI STACTW OF MATERIALS AND JTION THAT ARE 77REEpulLENGTH, lO OA• at least two hours No ppe instal/at/on will be accepted until leakage /s leas than the number of gallma per hour, as detmn/ned by the famda• WATER MAIN PRESSURE TE OF CONSTRUCTION W FOR THE ENTRE PRIOR TO AND SRALL BE PRESSURE TESTED 70 ASSURE WAIERTGIHTNE3'S PR/O7 TO in= A L (S)(D)x P BACAIALUNQ IN ADDITOH, WATER LINE JOINTS SHALL BE AT LEAST TEN 134200 FEET FROM THE PONT OF CROSswa 6D' WYE CAST IRON ALDO SEWER UNE L• allowable leakage /n gal/ma per hour, S. length of ppbe ere of the pfpe /n /nMea; and D: nominal d In WATER/SEWER CROSSING DETAIL CLEANOUT DETAIL THROUGH FWNDATCN P awroge test pressure during Me leakage fest, In pounds par square Inch gouge. (ADAPTER AS REWIRED). N.T.S 81/ RPZ DEVICE FE@CO MODEL 860 SFE 'Y BRANCH ASSEMBLY OR EQUAL SEWER TRUNK LINE CURB Il PROPOSED %HOT L H88IF D (CT SEWER SERVICE CONNECTION N CURB INLET- 8' g' ENCLOSURE MODEL NB6E-D (OR EQUAL) RICHARDS FWNDRY TYPE K1022 1051 x 71'W x 64%H (INSIDE D/MEN&ONS) ghn CAMPBELL FOUNDRY TYPES 2501 OR 2511 h o FLOCKHART FOUNDRY TYPE 624-61455 Flu N.rs 4 Z SOILS /N EXCESS OI'' 9'BELOW PAWEMENT SUB- � N�M ha 3 CIRCULAR INLET WHERE /NNICA IED ON PLAN GRADE COMPACTED 70 SOA AASH70 T-99 n TEST coat 7fsr c°cK OURB UNE PAVEMENT SAVIVUT EXISTING UNDERNEATH UNDERNEATH EX TNG GRADE - - SOLS WITHIN 9' OF PAWEMENT 18" MIN PRECAST CONCRETE STRUCTURE NOTES: PAVEMENT 2'BEYOND S•UBGRADE COMPACTED 70 95A AIN POT B" 30' MIN. A//7 GAP 11r L x B3'W x 4' CONCRETE SLA@ T.0 ELEV &C ELEK TRENCH WERE REOV OF MAMMUM DENSITY PER GRAIN PORT 50 5D FOR PAVEMENT AASH70 T-99 B. 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR EAIS77NG ALLOW 4' FOR CAL RESTORATION (TYP) TEMPERATURE AND SHRINKAGE, TRANSPORT, AND TO ALLOW THE STRUCTURE TO WATER MA SEF NOTE 'A' AD,H/S7h/ENT W CASING a, WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS PAVEMENT SUBGRAOE RE/NFGROW m O.D. + 2' MAX. (WHERE APPUCABLE) 2. ALL SHOP DRAWINGS AND DRILL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL CONCRETE SUB (SEE N07E BELOW) INCLUDE MANUFACTURER'S CERTIFICATION THAT THE STRUCTURES ARE DESIGNED TO L� N, WITHSTAND THE LOADS NOTED ABOVE. 70 PROPOSED B' B' WATER MA/ WATER MAIN BE�,,TION A-A &R` 3. ALL PRECAST STUCTURES SHALL BE MANUFACTURED WITH 4000 PSI / 28 DAY f STRENGTH CONCRETE. /� - - - -- - e e e o e e e CUSS IV RPZ ELEVATION (TVP. FOR 8' S 4' DEVICE) NOTES.. PRAPO /%/ e e o e e _ RCP PIPE 4'RPZ OEVCE fEBCO N T.S GRADE / PR OSED a e e m a P W BACKFILL ABOW£ 7EST COCKs ON EX7E7R/OR SIDE. / y e e a e e e _ SPR/NWNE TO 4'RP 860 OR EQUAL 1. RPZ 70 BE MINIMUM B' FROM BACK WALL W7H MA/N ' ' 4' v N07E., BE PEALED IN (ROTA NECESSA7E irsr R°YfTO KS 32' x 56'ACCESS PANELS . CLASS /,//,/// OR /V W ' ':.00+, .' A2'Uc7SLACE FACE EX7ERIQU) 2. DEVICES MUST BE PROTECTED AGA/NST FREEZ/NO TAX MAP NO. DISTRICT 1000, SECTION W BLOCK 0% LOT P-1 PROPOSED / PRECAST STORM DRAIN RINGS--- COMPACTED BACK'-d INSTAGLATOW REN./RES (zJ ISWW HEALERS THE WATER MAIN / 2 0® ® ® ® VM ® ®I9 �` FILL MATERIAL IN n. HEA7ERS ARE TO BE LOCA IED JO' ABOVE THE ®® [� ® ® ® ® ®® (PER USCS UNIFIED SOL D . . . .... 40 40 OPEN C31 M/N.OLLAR ®® ® ® ® ® ® ®® t PIPE'ZONES ,SPR/NGUNE 4• W Y 30 MIN. CLEARANCE 70 SLAB AND SHALL NOT BE EXPOSED TO REL/EF REVISIONS Barrett Bonacci NEAREST OBS7RUCTON VALVE DISCHARGE 6/25/OJ SEWAGE 7RMNT PWT 7 _ _ � & VanWeele, P.C. VALVE (rYP.) 1 ADEQUAFE ELECIR/C POKER SHALL BE PROVDED. J ! OS P/PE TRENCH DETAIL \\ // IXASSIFlCATON =- _= BACMf7LL PLACED AL7ERNA7ELY IN 4. �/ la® EJ ® ® ® ® EMM SYSTEMS) _ _ _ _ 6'UIM ON B07 HS 57DES OF 4• PIPE TO SMNCLINE ELEVATOW ® ® 4 CLEARANCE roocKs WHEN HAwr OPEN.IMUM 5/6/°5 RPZ DETAIL Rewsm \\ // BEDDING (CUSS 1,11 OR 111) WHERE4/14/05 SONS COMMENTS UNS&ITABLE MAIIDAAG IS ENCO/NTERM SCREENED 6/2/05 RPZ DETAIL REVISED \\ GRpU/y°W.A� DRAIN PORT REDUCER 5 GRAIN PORTS CANNOT BE SUB,.ECT TO fL007/NG Trp/05 RPZ DETAIL REUSED W&N!G EXCAVATLH L1c PIPE TRENCHES M/N. AND MUST BE SCREENED. PROPOSED 8' - - BACKFILL MATERIAL TO BE PRE-SHAPED FOUNDATW 0R­/ A\ P\ KA MAIN 70 SITE 6. PROPER MA/N7ENANCE MUST BE PERFORMED. CIVIL ENGINEERS/SURVEYORS/PLANNERS > T '`CLEAN SAND AND GRAVEL FLAT FOUNDATOW WTH /ii. REMOVE ALL CLAY ALONG BUILDING BACKFILL TAMPED INTO PIPE 7. DEUCES MUST BE FROM NEW YORK STA7E 175A Commerce Delve, Hauppauge, NY 11788 AS REQUIRED. _ HAUNC HES& AT CONTRACTORS APPROVED UST. TEL 631/435-1111 FAX 631/435-1022 ,T7 it DISCRETOW. 8' OS 8.' Y 5 DEUCES MUST BE SUPPORIED TO THE FLOOR www.bbvpc.com A 8-1/2" VALW (TYP) AI WITH PIPE STANC4/ONS AR DATUM ELRV ��' L MWEL 860 OR EQUAL MIN. J 9. /NSTALLAnON TO CONFORM WTH SUFFOLK COUNTY 90.00 ,l /F DEPTH QU TRENCH EQUALS OR EXLEEDS �5'-0' Amended Site Plan for P.. UNDERLYING DNC SAND AND GRAVEL STRATA THE CONTRACTOR MUST PROVDE SYIEETNG ,AND WATER AUTHOR/TY STANDARDS d aro 2 .k^p O'i m io m b N Imo, "h Taj 'c ? BRACING, AS AN AL 7ERNA nV£ THE TRENCH' 5y�� �� y y y N h h y WALLS MUST BE CUT BACK 7O 1:1 SLOP£, OR 1D RESILIENT WEDGE OR BALL VALVES 71 BE Nom. CLIFFSIDE RESORT E NOTMI WACHEVER IS GREATER. 30' MIN. CLEARANCE 71 it. EHAowRE TO BE HOT Bo"YDROCOWt' OR y NID GREENPORT THE NA7URAL ANOYE OF REPOSE FOR THE 501 105' N L MINIMUM OF 12' BETWEEN POOLS S 0+00 1+00 1+72 2+00 3+00 3+10 2 RECTANGULAR OPEN/NG 70 MATCH SIZE OF CASTING 32'x 56" ACCESS PANEYS ' NEAREST OBSTRUCTION 12. ENCLOSURE TO BE NEW YORK OfSYGNATON. '� EIsSN W/EN OPEN Q Z 2s, yyL TOWN OF SOU TH OLD SUFFOLK COUNTY NY s NTS FORCE MAIN FROM PUMP STATION TO SMH-5 LEACHING BASIN PIPE TRENCH DETAIL - RCP 3 .a SHEET NOTE: PRIOR TO ORDERING HOT BOX ENCLOSURE, CONTRACTOR 2 u 7 o N.T.S. NT.S 7O VER/FY/N1ERlOR D/MLNSIWS WTH RESPECT ID FITTNGS o04%��„ �a5 WATER MAIN, DRAINAGE NECESSARY 70 COMPLETE THE INSTALLA77CVV AS SHOWN. '�1b15 °° AND SANITARY DETAILS OF RPZ IN INSULATED ENCLOSURE A RAENSTPRO5SSOMAL ENGINEER IN 7 A LICENSED PROEESAONAL ENGINEER IN N LS ACCORDANCEEDUCATION LAW, 15 NYS S (J z 5 : DESIGNED BY DRARM BY CHEDfEO BY DATE SCALE PROJECT NO. JE/OJ JE �! 8/7/00 AS SHOWN A000446 LAE: 5 VIEW DETAIL DETAIL ] at ] / �o of y �o PPSITE �G 0 V I CLIFFSIDE RESORT M1D°tE R° � ke) (°OUNti R°J OLD MAIN ROAD SITUATEAM R°pD 25 z (Ri m M GREENPORT TOWN OF SOUTHOLD SUFFOLK COUNTY , NEW YORK y 000 v OWNER / APPLICANT BREEZY SOUND CORP. LOCAT00 ' MAP Jessup Avenue Quogue, NY 11959 \ LONG ISLAND SOUND 11031 LIST OF DRAWINGS �7 / I ` 7 \ 1 DIMENSIONAL PLAN 2 CONSTRUCTION PLAN 3 ROAD PROFILES & SITE DETAILS I / 4 LANDSCAPE PLAN SUBJECT PROPERTY\ I / 5 EROSION CONTROL PLAN 6 SANITARY SEWER ' & WATER MAIN PLAN >-- 000 040-1-6 I I / 7 WATER MAIN, DRAINAGE AND SANITARY DETAILS 31EE. DATA AREA 310,647 SF OR 7.13 ACRES TAX LOT No. DISTRICT 1000, SECTION 45, BLOCK 01, LOT 2.1 (COUNTY ROUTE 48)�.. -- ROAD ZONING RR-RESORT/RESIDENTIAL( -U __ USE CONDOMINIUMS !'1AGE 0f- LCGREENPT �Q► �' I I � \ REQUIRED PROPOSED FRONT YARD 35' MIN. 50' SIDE YARD 15' MIN. 30' i �(j� 1Do0-o4s-2-10.4 I I ORS/ REAR YARD 35' i i�Q / I 1000-o}5-z-2 1yP MIN. 185'1 OF c���D��o� PLOT COVERAGE 25% MAX 8.14% tofu. t AMMUMensnuTr 'c0o ano'nsur" srxe rnr'�ew�s° ZONE HD I JI�� LANDSCAPE COVERAGE 25.9% ,IrtworALsareutmtma�tusamtoMOFAPrAOYAI.DArm HAMLET DENSITY I t 10 PAVED AREAS (INCL. SIDEWALKS & PARKING ) 16.08% RESIDENTIAL I I 1000-045-2-1 I I I rzsastruAmaa — TRcs o�i0 PARKING CALCULATIONS PARKING REQUIRED ttzwNOFsovotar gavNsucuoARD i CONDOMINIUMS 1 SPACE PER UNIT A - DI� DscnArvae 69 UNITS-TOTAL REQUIRED 69 SPACES ME -� a'16rs1 r / MOTE:Theappmved site development planshdl bevdWhe i POR period ofthree(3)years from die dew afappro w I OF SOU HOL�LLpOE OF GR PARKING PROVIDED 80 SPACES (INCL. 5 HANDICAP SPACES) codesecDon160255. Pal pF � � sca7c-,� `. ADJACENT OWNERS AND ADDRESS ( � Suffolk County Department of Health Services lf' WFF01- LINE 5 MUST BE INSPECTED BY THE Approval for Construction-Other Than Single Family SJY/ �Q 1JERAD000-0}0-01-001 JOHN G45-02-001 SUFFOL COUNTY DEPT. OF HEALTH SERVICES. —,SE e2 — 21695 MOTEL CORP JOHN 0 VE TSOLAS & C�/0 -02-c c/j / 21695 LD NY 119 AVENUE CATHERINE L DUN/5 CALL 852-2097, 48 HOURS IN ADVANCE, 12eference No. Desi Flout SOUTHOLO NY 1197/ MA CENTRAL DRIVE TO SCHEDULE INSPECTION 5 . Wnrea sr2 i/ie�0N syrrefa s,efts weeeer vu sya 2r Q / MA7ATUCK NY 11952 ( ) iJselsl P✓Mr ..r -r K _ . �!_�fQieLghP/ k, 7000-OI5-01-005 7000-Of5-02-002, 070.0} "!'c.':'Dlaes have hecn reviewed for g';:ral cantbrmance with:in!re!k , 4l ROSE M N fANN SAN MMEON BY THE SOUND Ueleau"mcnt of Hcalth 3mim, standards, relating c 76 n1L50N STREET P D Box 2122 CARBON MONOXIDE ALARMS) 4 4 HAR750ACE NY 70530 NORTH ROAD 'v and sewage disposal Eegardiea: of any omissions, 6 6 GREENPORT NY 11944 aaxtencks or lack c1 detail, eonstwcion is required to be in ? 4, 1000-045-01-003 CERTIFICATION REQUIRED ardance with the attached permit conditions and applicable 1 C3 E E BANG h ORS 1001-001-07-001.01 . .:.ndards,unless specifically waived b the Department.This a Y P pP�oval 0 P 0 BOX 445 OLLAGE OF 6REENPORT expires 3 ems from the approval date, anle extended or mewed. I S GREENPORT NY 11944 236 3RD STREET Y PP GREENPORT NY 11944 NO FINAL APPROVAL WITHOUT AUG 1 S 2005 �" ,e APPROVAL BY HAZARDOUS MATERIA!$ �Q Approval Date et raa rro 5 G /MM//vC /770L . 9 s =r Reviewer /� RffA SL /?x 7-NE w/ Ae e aF 0-' C�MPaeT MA /MdM T LOPE OF /,� PE,E' Fool /-C r^tie 771E /'G/!PSMar/ Ani F42CE /L,,, A-t[o{,ED GeR ,/}auSE eavNFCT/a✓s P�erale 6w- �iVi+c APPR'wnc F)eeM 3eDN3 .� KEY PLAN SCAM r-toa DRAWINGS PREPARED BY Barrett, Bonacci & VanWeele, P.C. - 1° ,...11 2 CIVIL ENGINEERS/SURVEYORS/PLANNERS 5 A o 175A Commerce Drive, Hauppauge, NY 11788 L r 0e2GG4 �e r TEL 631/435-1111 FAX 631/435-1022 srroreaLEv`'� www.bbvpc.com p_ I REV75ED 4/23/04- ST TE & PARKING DATA :.p. �Lb REHSED 10/31/03 - LOCATION MAP t MAl.1X:Tal v Nom, PROJECT No. A000448 I