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HomeMy WebLinkAbout1000-35.-1-25 (7) T EDUCATION LAW. 2 DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTFICATION (1)UNAUTHORIZED ALTERATION OR ONLY T ON TO THIS SURVEY ISA VIOLATION OF SECTION ED OF THE NEW YORK SATE () INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTON LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York II01`01 tel. 651.127.2505 fax. 631.727.0144 N� admin�youngengineering.com W No ,50 SllEDATA 4��� � TOTAL AREA = 144.1708 ACRES Howard W. Young, Land Surveyor e �_Q\ ' �r Thomas CO. Wolpert, Professional Engineer ` Y * APPLICANT = PEGONIG LANDING JJ'( Douglas E. Adams, Professional Engineer s 1500 BREGHNOCK ROAD SREENPORT, NEW YORK 11144 Robert G. Tost, Architect r « nluo 911'11 -,_, GIIII. Irl VERTICAL DATUM = N.S.V.D. (MSL Ig21-T) u PROJECT PROJECT DATA 51 TE n, Onitt li' P rl PROJECT SITE AREA = 5.45 ACRES „111,1 APPROXIMATE ACREAGE AFTER pp .II PRESENTLY COMPLETION ,"II III �1 MEADOW OR BRUSHLAND = 0.00 AG = 0.00 AG "' - FORESTED (WOODS) = 0. 12 AG = 0.00 AG I'ql' III "i 1 1 l9ldl , . P EON I G AGRICULTURAL = 0.00 AG = 0.00 AG '111'1 LANDt ,II 4 AT I o WETLANDS = 0.00 AG = 0.00 AG BOUT OLS k5`'�� o WATER SURFACE = 0.00 AG = 0.00 AG l m = _ UNVEGETATED 0.00 AG 0.00 AG V 1 1 N a ROADS, BUILDINGS OTHER - 2.08. AG - 5.15 AG - 9 111'1111 LONG ISLAND S PAVED SURFACES N � 0oNAg33°° toe °F OTHER (LAWN 8 LANDSCAPED) = 2.45 AG = 2.33 AG N55.35'02"E 11"� ,Z1(f•`L$' 6"WATER MAIN 0 �9o I Lx£ll N3° "E N " -NA15p35- 1` KIN& CALCULATION CULATION N6 3E 55-49,13 0 54.46HOUSE N6 1"E 172.29 CONNECTION (N.Y.S. RTE 25) 3 63.50MAIN ROAD 815 \ �- \ * PARKING REQUIRED � '_ �� --- ----------- \\ \\ 1 �-11 -__--+ I II'� m NEW INDEPENDENT LIVING UNIT (ILU) ADDITION z > \ '_ \ _ V B WATER MAIN o I BEDROOM UNITS = 35 UNITS ® I.5 STALLS / UNIT = 55 STALLS POND 1 T a� z \ T ''/ HOUSE I+ Q 2 BEDROOM UNITS = II UNITS @ 2 STALLS / UNIT = 22 STALLS y0 % ___ 1' Z KNAPP PLA E v O i 8'SANITARY SEWER rl/ CONNEC710N - // ACRO NEW SPECIAL NEEDS FACIL17Y (SNF) ADDITION 71 I'1 WATER SERVICE SNF = 'i UNITS I STALL / UNIT = I-1 STALLS me� T LID PLACE •Q°� s•WATER MAI / 1 ' 1 a) I' _ NEW ALZHIMERS MEMORY CARE UNIT (ALZ/MEM) ADDITION CHAMPLIN a Ng3.12 A7I"E ;�° HOUSE / 0 C_ E 49„ CONNECTION T c I ALZ/MEM UNITS = 16 UNIS I STALL / UNIT I6 STALLS THE UNDERSIGNED,PURSUANT TO SOUTHOLD TOWN CODE SECTION 0 = �� fi00-2p54(I),ACKNOWLEDGES THAT THE CONDITIONS OF THE SITE PLAN BRIDGE STREET 1$ - - / r i I WATER SERVICE � 1 -- D R SET FORTH'IN"M RESOLUTION OF APPROVAL DATED � 6•WATERMAIN to � wORIGINAL SITE PLAN REQUIRED PARKING = 541 STALLS /7/20; AMACCEPTED(SEECONDITIONSONRESOLUTION). rq 6r 7 'T 7PLA41.4 ' - / WETLANDS:EJ I e"SANITARY SEWER '1 - m �. --- —ll .r \ ) , .« TOTAL REQUIRED PARKING = 64Q STALLS PLEASE PRiNTNAME WATER SERVICE 6•WATER MAIN II SCENIC EASEMENT i ` r-'-' ANE �o ` ' I ! / ISHER Iti - b PARKING PROVIDED A O D SIGN TLE / I WATER SERVICE - f ` KINGF ATS LOCATION MAP -- O ' _ / �___+__ ___-.-w ` HOUSE REVISED PARKINS AREA NO.1 40 STALLS �Imllu�t�-!illnit, z I 1 CONNECTION _ I N / /' I // ' - a WATER MAN _ REVISED PARKINS AREA NO.2 28 STALLS APP BY TOWN OF SOUTHOLD PLANNING BOARD NEW LOADING $ PARKING AREA = 4 STALLS , NEW DROP-OFF & PARKING AREA = 23 STALLS HcaWr1 EcnoN�/ '. :-,€ 0 I SCENIC EASEMENTLINE �o LOWER LEVEL PARKING GARAGE (ILU ADDITION) = 46 STALLSco FIRE LINE , L_ 1 WATER SERVICE O� j 1 co j Tn ORIGINAL SITE PLAN PROVIDED PARKING =-5-14 STALLS \ % PARKING PROVIDED SUB-T TAL - '115 STALLS NOTE:The approved site development plan sball be valid for s period of e4 tem(19)y x'0,17 S)'0 / 6"SANITARY SEWER / O /i � '1 3� CONNECTION - MSN/ry CY 6g months from the date of approval as per code section 100-255. - FNT ~ j; "� �h6 REVISED PARKINS AREAS 5TALL5 LOST - 26 STALLS 6•WATER MAIN 8"SANITARY SEWER 1 • - y� � FR O * s•WATER MAIN TOTAL PROVIDED PARKING = ball STALLS -' -_ © �� _ _ , 6"5 TAR EWER N��= - `� - moo" 5ANI TARP DE51 GN CALCULATION ENGINEER'S CERTIFICATION O ----------- 0 --------"Q i \ ,�'' vlayw FIRE UNE 11 I / �. ,0 NEW (ILU) ADDITION , WATER SERVICE PRG UNITS > 600 SF = 38 UNITS 150 SPDNNIT = 5,"100 GPD KEY OF SITE IMPROVEMENTS WATER SERVICE I © \ JI'r" y,`` .., 1 ; '•;; . , / �� / ` + 1 �o �nmul-el-g,mn, `� !8•WATER MAIN 'I 1 1,200 SF UNITS = 8 UNITS � 300 SPDNNIT = 2,400 GPD nx / WATER SERVICE T { V HOUSE I / �P�� POND ` �' HousE SUB-TOTAL (ILU ADDITION) = 8,100 GPD C_ -I� L - ---/-__�'• �G - 1 CONNECTION '` 1 .. G(vC� 6"WATER MAIN - ? / 5 i WATT SERVICE /i o•� NEW (SNF) 4 (ALZ/MEM) ADDITIONS 0 INDEPENDENT LIVING UNIT ADDITION ` )- . 6"SANITARY SEWER / I =' M ` � � °'- -` � i / /� � � SNF = I-I' BEDS � 150 GPD/BED = 2,550 GPD �,�+�'Li�' C.�• \ �w '1 \ // WETLANDS j / t-� '= -+ - ---F+j' f 4 p ��, 1 / > / , , ALZ/MEM = 16 BEDS 0 150 GPD/BED = 2,400 GPD ® SPECIAL NEEDS FACILITY ADDITION � `' a h ,c / _ __ �1'� o \: y' v j U - -'�Y :;' ^rya ✓y' SUB-TOTAL (SNF ADDITION) = 4,150 GPD HOWARD W. YOUNG, N.Y.S. L.S. NO. 458g3n ,-.. '•-r....• L z / ` o -, z HOUSE o� a THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 - Q ALZHIEMERS 0$ MEMORY CARE UNIT ADDITION o I - - � g / � CONNECTION DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOBQ'i ry WATER sERw,cE_ `, /, w , txj O TOTAL DESIGN FLOW = 15,050 GPD EASEMENT LINE 8'SANITARY SEVER m, _ -� a CONNECT TO PUBLIC SEWER 0 REVISED PARKING AREA NO.I -- cENic — WATER SERVICE J �► WATER SERVICE ':�� 6"WATER MAIN 10 � NEW LOADING I$ PARKING AREA STORMWATER DETENTION 8"WATER/MAIN If / F 5URVEYORIS CERTIFICATION POND/WETLAND & \ / 't o 41 onng e gom, / BIOFILTRATION SYSTEM /� o�� w- Q REVISED PARKING AREA NO.2 ((i I r f NiOf /T ' 0 NEW DROP-OFF PARKING AREA N ICI i N1 ')t ,; o 8"SANITARY SEWER 4-11Vej _ SHOUSE CONNECTION 1 N65.07'50"E 376.40' 1 �0� / 1 \ \\�ie/"WATER MAIN a"WATER MAWY/J`1 PUBLIC WATER 'L SUPPLY FACILITY O HOWARD W. YOUNG, N. . L.S. NO. 458g3 -I Kb I' HOUSE CONNECTION SCENIC EASEMENT _ I S. r, oN \ n WATERSERVICE ,, I - `� \♦ UJ �Z SANITARY SEWER I LIFE CARE COMMUNITY EXPAN51ON 0 j O / PUMP STATION 6"WATER MAIN ) o 1 PECON I G LANDING AT 5OUTHOLD O1 / 4•SANITARY SEWER 11 C+'1 O FORCE MAIN WATER SERVICE FTl o Q-._.._.._.-_.-_. , 1 at Greenport, Town of Southold _--_--- SCENIC EASEMENT LINE — __- 1 Suffolk County, New York S65'4710"W ! � -1 o I _4_1i Z 1 COVER D I WATER SERVICE L 7 OLd 1 F I LO Y I ml County Tax Map District 1000 Section 055 Block OI Lot 25 4'SANITARY SEWER r / 3 N CD FORCE MAIN / I ..0 I Q I C11 q :O i rn O w 1 o D IED 1 z I D MAP PREPARED MAY 25, 2013 WI � z 1 Ln � o ZTO o f 0 1 Q Q I " 3 Record of Revisions I 1- o U' o 5? m RECORD OF REVISIONS DATE j t o II8 GENERAL OCT.OGT12201LLJ CV5 I I o 3 I c00 0R C GENERAL I'T JAN. 28, 2014 � o I o �' 3 p MULTIPLE FEB. 12, 2014 MULTIPLE MAR. Iq2014 t METER VAULT I En 2 METER VAULT 1 1 S66.3614D"W 589.52' S65.23'50"W 285.49' 566'01'20"W 634.76' 200 0 100 200 400 600 Scale: I" MAIN ROAD (N.Y.S. RTE. 25) a = 200' JOB NO. 2012-0133 DWG. Q'7021O_2012_OI55_s1teplan I of 11 ( VIOLATION UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY ONES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. + + + + + + �pV PGF + + + 400 Ostrander Avenue, Riverhead, New York I1a01 o.00 D.00 o.00 o.o 00 0.00 \ SGo.00 D.00 o.00� 1_ - / tel. 651.727.2303 fax. 651."12?.0144 admin@youngengineering.com + + + + CQTTAGE + + + + + + � ���f` N0.00 0.00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 1' L I GHTI NG FIXTURE 50HEDULE H eeJJ Howard W. Young, Land Surveyor + + + + + + + + + I Thomas G. Wolpert, Professional Engineer rr, ttpU .00 0..00 0.00 0.00 0.00 0.00 0.00 0.00 0 00 '' f _ IIFL 6 I SYMBOL DESCRIPTION HEIGHT TYPE LUMENS L.L.F. QTY. Douglas E. Adams, Professional Engineer WSOEC r1' FRESHWATER WETLAND 9OUNDARY As VERIFIED Robert C. Tost, Architect .� + + + + + + + + + + + + � + I BY D.LEw1s AND - 70 WATT HIGH PRESSURE SODIUM e 0.00 P 00 0.00 0.01 0.01 0.01 0. �, 0. 0.06 .DD 0.0 K.JENNINGS ON 2/10/14 LUMINAIRE BY PHILIPS HADGO 10' AREA 6,400 I.O 2-i a �� GAT. NO. V651 A T5 B D '705 E + + p�`�Q + + + + + + '70 WATT HIGH PRESSURE SODIUM 1W 0.00 0.00 �r�� 0.01 0.01 0.04 0.04 0.01 0 0.05 2.6 0. I ho, LUMINAIRE BY COOPER LIGHTING 10' WALL 6,300 1.0 15 I ----- GAT. NO. HPWP-FG-'70 + + + + , - - LIGHTING LEGEND S 0.00 0.00 0.02 0.07 0.06 .19 .15 3 0.01 0- +1q f6;_-'- - \FLAIS 5 1' - �y- + + + + O + \ FRE5HWATER i = EXISTING LIGHT TO REMAIN v 0.0 0.02 0.06 0.20 2.2 .68 0.22 1 __ WETLAND Qj n�(/ + + + + + (� + + + - = EXISTING LIGHT TO BE REMOVED 'C\ 0 0.00 ��000 .03 0.02 0.16 5 0.43�J 0.27 0.09* 0.00 0.00 \ � Q \ O = NEW AREA LIGHT + + + + + .1 + -1 } j 00 0.00 o00 _ FOOTCANDLE STATISTICS EXISTING LIGHTS TO BE RELOCATED = 25 �- 0. 0.00 D. 0.01 2 0.06 0.43 �.1 0:.36 0-12 OS 0. y \ 1 \ NEVq AREA P + + + + MIN. MAX. AVG. NEW LAMP POLES IBES = 22 + + + + \ + + •.., i 0.00 .01 0.02 0.05 0.14 0.60 ` 01. wo:0.16 0.08 0.14 0. � 0.00 0.00 \ 6 \ \ 0.0 4.5 0.5 o, \ Gum � � \ vWv = NEW WALL LIGHT 0.01 0.04 0.18 .20 0.180 0.20 0.8 .17 0.41 0.81 �G 0 0.00 \ O= NEW WALL LUMINAIRES = 15 19 0.07 0.620 ,57� 0.11 0.08 - 0.43 J� 0.00 - - NOTE: CONTRACTOR SHALL REMOVE EXISTING LAMP POLES WITH O�� O CARE IN ORDER TO RE-USE THEM AT THE NEW LOCATIONS AS + O + + + + + + + + A + + SEGIFIED ON PLAN. � V �-IIp.A„�Iu,f.�i u� N 0.00 � 0.14 2.61 RIB)8 0.09 0.18 �!' 0.31 0.37 0.18 0.35 0.62 0. 22 EXISTING POST TOP LAMPS SHALL NOT BE RE-USED. kx_I CONTRACTOR SHALL INSTALL NEW LUMINAIRE ASSEMBLYS AT + + + + + + + + + + + +* + + NBN + + + THE NEW LOCATIONS AS SPECIFIED. 0.00 0.00 0.01 001 0.01 0.01 0.01 0.01 0.01 0.03 0.07 0.30 0.19 0.12 0.43 .69 0 0. 2 0. 0 0.27 1. .99 O © J + + + + + + + + + + + + + + '�° + / + + + 0.00 0.01 0. 0.04 0.03 0.02 0.01 0.01 0.02 0.04 0.05 0.09 0. 0.07 0.96 .6 .18 j 73,E 0. 40.18 /13 1�1+� 0.67 Q i ,2 !f k TRANS. + + + + + + + + + + + + + + + + + } �LAPD + + 0.00 0.01 0.02 0.12 :1 0.07 0.04 0.03 0.04 0.08 0.22 0.58 0 5 0.15 � 0.23 01.39 0.16 0.27 0. 0.19 0.17 0. 5 3.08 ® Qy N �W tea, � �° NEW 70 WATT HIGH PRESSURE SODIUM + + + + + + + + + + + + + + + + + + + �+ LUMINAIRE WITH PHOTOCELL 4 BALLAST 0.01 0.01 0.04 0.22 2.92 1-72 0.12 0.07 0.09 0.22 0.75 2.88 0.52 0.15 0.1 0.21 0.29 1.09 2.37 .38 0.16 1.86 AS MFG BY PHILIPS HADGO 1I' ,�(�, USE MODEL + + + + + + + + + + + + +N + + + +Jb + + + �_ + + +c "BALTIMORE" 'A o "� - ----- GAT. NO. \1681 A T5 B D '105 E •i' �- 0.01 0.01 0.02 0.10 1 0.69 0.27 0.24 0.72 0.42 0.33 1.0 0.30 .17 .6 0 So��WK 0.35 0. 0. 0.13 1.07 1.34 6.55 8 0.00 (1'a I OR APPROVED EQUAL. + + + + + +1�' t t t } + t + + G t } +��\} + } + y + " =r" ,} 0. 0.01 0.0 0.04 0.22 ck/ 0. 0.60 3.60 0.32 .27 4- 11- - 0.35 0.18 0. 0 0 \ 0 05 Q.07 0,49 0.12 �f 01 0 0 60a! q ___ z I..� 11 ,; �° NOTE APPROVED BY + + + + + io'� + + + + + + 1 i + '�w + ,�� T `��%� C� l s CONTRACTOR SHALL REMOVE EXISTING 0.00 0.01 .01 0.0 0.23 0. 0.39 O 0.29 0.34 0.17 0.13 0.38 .14 0.� 0.09 1 0 O.�Y2 0.04_ 0.02 0.01 .0 00 M rod LAMP POLES WITH CARE IN ORDER TO PLANNING BOARD _ p S iiR ,�IjP_ MUT' Y RE-U5E THEM AT THE NEW LOCATIONS lVlN6, +;-40 C� AS SPECIFIED ON PLAN. LD + + + + + + I. - .. + +�¢ + + + + + O y+ g� + Nr�,� o TOWN OF SOUTHQ .00 0.01 0.01 0. 5 0.18 0 0.17 0.22 1.12 0.29 tea- 0.08 0.0 0.03 0.02 0.01 N.01 0.01 1 .0 0.00 0.00 - O FOR NEW POLES USE MODEL 64' 6 Fr.wive ROUND TAPERED ALUMINIUM POLE DATE I + + + + + + + + + + + + �� `J �` + Wpt� E VICE GAT. NO. PI-Toil 10 A 0.00 0.01 0.01 4 0.25 33 0.13 0.20 2. 0 76 0.07 0.05 0.0 oft .01 0.00 >• 'S 0.00 1 0.00 .00 o A5 MFG BY PHILIPS HADGO OR ' 'S 0 APPROVED EQUAL + + + + + + + + + ...... + 60LLARfJ + + � � + + + 0.00 00 0.01 .04 0.63 ® .11 0.19 0.16 0.11 VJ 0 4 2.52 I 2.54 mn 0.1 TRAM.0.02 �C� 0.00 0 0 0�� 9 `oN t + + + + + + + j ® + + c0 1 1/4" DIA. PLASTIC CONDUIT 0.00 0.00 0.01 05 0.44 1 70 0.21 0.1 1.5 O v 0.290 0 - - - } ENGINEER'S GERTIFIGA�TION tcirag t + / 0.00 0.01 0.02 0. 4 0.23 0. 4 0.14 0.18 8 0 0 0.00 0. 0 0.0 + + t + + + + + 0.01 0.01 .02 0. 5 0.15 0.91 0.37 0.11 0 0.21 0.00 0.00 \ 0.00 0.00 0.00 \ / �` V d O CONCRETE BASE + + + + + + + + + + + :+ + + 01 0.01 0. 3 0.0 0.14 4.53 0.87 0.1 0.07 0.05 O 0.00 0.00 0 0.00 0.0 0.00 / 2.50' + + + + + + + + iii + + + + + _ '--� ray 0. 5 0.64 1.85 0.51 0.33 0. 7 0.0 o. o 0.00 0.00 0.00 00 0.00 HOWARD W. YOUNG, N.Y.S. L.S. NO. 458,"15n 0.01 0.03 I �I THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 I, AREA LIGHT _ + + + �I �I DOUGLAS E. ADAMS, N.Y.S. P.E. NO. SOe5cl �I s + NTS a f , 0.01 0.03 0:.48 1.39 0.19 1.7 0.00 0. 0 .00 0.00 .00 } O + + + ♦ R\l Y RCERTIFICATION o. '0.02;` , 0.01 5U E O S 0.11 . o � �` '� `�r0 0.01 0.02 0.07+ , r � I �' + + , + + 0.07 0.02 0.01 0.01 0.04 0.08 0. 0 1 _ 0.08 .- + + k I o.s4 1. o.zo o.o 0. 4 0.02 0.01 0.01 0.02 0.08 �1.08 1.18 0.05 2. - I r + + r 0. 0.12 0.18 0.11 0.19 0.3 0.36 0.11 .37 0.63 , 1.32 0.03 r`.... 0 0.02 ,- Z -` _ __\ r'' _ y �- c HOWARD W. YOUNG, N . L.S. 458013 0.01 0.04 0. 9� 0.25 0.87 0.00 1.0 0.21 8 22' 0.93 0 0 1.7 9 56 4. 83 0.19 / 0.04 .0 0.01 a � + + + + + + + + + + + + + } + + 7p + + + + + J FJ 0.01 0.02 0.06 �i0.22 0 0.19 0.34 0.38 0.40 2.41 $3 c 1.80 ` �.25 N 0.26 O 0.26' 0.15.06 0.03 0.01 0.01 0.00 o + + t + + + + + } 0 t + } + t + + + + L I FF_ GARS GOMMUN I TY EXPA�N51 ON 0.01 0.02 0.06 0.30 C9 0.18 0.04 01 0.16 0. 0.16 .14 0. 8 0.06 0.05 0.07 0.05 4 0.02 0.01 0.01 - NEW 70 WATT HIGH PRESSURE SODIUM FELON 1 G LAND I N& AT SOUTHOLD NEW ALZHIEMERS + + + + + + + + MEMJRY + + + * + + + + + + + LUMINAIRE WHTIN&. K AS MPG BY 0.01 0.01 0.04 017 1.0 0±33 0.1 X255 1L3 6 0.08 0. 4 0. P o.02 D2 0.02 .02 0.02 0.01 O.ot 0.00 COOPER LIGHTING. at Greenport, Town of Southold f C,4i� UNIT o s i MODEL Suffolk County, New York R + + + + + + + "LUMARK" + + + + �+ + + + s, 0.01 0.01 0.03 0. 9 0.31 0.26 0 0.35 'i 0.07 .02 0.01 1 0.01 0.01 0.01 0.01 0.01 0.00 O OR APPROVED EQUAL. ALIGNMENT 4 LIGHTING PLAN �4, + + + + + ° + t Z + + + + + + + EC E 0.00 0.01 0.03 0.13 1.24 0.69 0.04 0.03 .5 0.04 002 .01 0.01 0.01 0.01 0.00 / - - \ O g County Tax MOP District IOOO Section 055 Block 01 Lot 25 _ r lu SCP 162014 0 � MAP PREPARED OCT. I8, 2013 0.00 0.01 0.02 %09 1.03 0.68 0-09 0.01 " O •7, T•° 6 0.03 �� 0.01 0.01 0.00 0.00 0.00 0.00 _ X a ��� X12 / _ SOUt11oIvIO�v1,...-,.. + + + + + + + + + + + + + _ Planning[3Darc -' RECORD OF REVISIONReGord of Revisions DATE .__ 0.01 0.02 0.04 0.20 0.21 0.03 0.01 11. 0.15 0.03 0.01 0.00 0.00 0.00 0.00 0.00 / LIGHTING DATA JAN. 28, 2014 0 * R12' FIN, GRADE MULTIPLE FEB. 12, 2014 MULTIPLE MAR. IQ, 2014 0.00 0.01 0.02 0.04 0.04 0.02 0.01 .06 1.80 0.40 1.19 .1 (0.18 0.070 0.02 1 0.00 0.00 ISSUED FOR GMP JUNE 26, 2014 CURE WANDERING ARE / - � ADDRESS RFI'S AUG. 0'7, 2014 PLAN BRD. COMMENTS AUG. 22, 2014 SEP, 11, 2014 00 0.01 0.01 0.01 0.01 0.01 0.01 0.00 0.01 0.0 0 3 0.03 .02 0.0 0.01 0.00 0.00 AA�LL LIGHT �m"cg�l-gou, + + + + + + + + + + + + + + + + + ' NTS 40 O 20 40 80 120 0.00 0.00 0.00 0.0 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.01 10.01 0.01 0.01 0.00 0.00 Seale: I" = 40' JOB NO. 2012-0133 + + + + + + + + + + + + + + + + ' 1 - DWG. 17021q0_2012_0155_siteplon 2 OF II 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 /0.00 0 0 0.00 0.00 DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF TH15 SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2) FROM OTHERS. INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W').SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED 400 Ostrander Avenue, Riverhead, New York 11401 tel. 651.121.2505 fax. 631.121.0144 admin®youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer rr* / Douglas E. Adams, Professional Engineer V35.07 35.35 +` Robert G. Tast, Architect 0.554 FRAME DRAINAGE/5A�NITARY SEWER LEGEND 1 / / /29.82 STORY / r / / 30./27 O s CTTAGE / - / _ = NEW DRAINAGE/SANITARY SEWER / / 3p.36 l / STRUCTURES +39.47 // ,37-80_.,' / ✓' j / 29 5 ' +38.30 \\ ±`39 j 38.54 38.0030 / '� 300 _ ! :p 34.00 /o _ = EXISTING DRAINAGE/SANITARY SEWER / / 3 STRUCTURE TO REMAIN +38.94 29Z /9 2 / \ 38.00 s$ 11 / 30 / / 29 or _PA 14 - I NYSDEG REGULATED FLAG I = EXISTING DRAINAGE/SANITARY SEWER 34.00 ,',_/, _` �' / FRESHWATER WETLAND STRUCTURE TO BE REMOVED � .50 ,,iSN /, BOUNDARY AS VERIFIED /��� BY D. LEIWI5 AND a ,■ ®® = EXISTING DRAINAGE/SANITARY SEWER K JENNINGS DMI 2/10/14\� PIPE TO REMAIN �P +37.73 - 3D t .59_+�23s 36.00 r,..-,- '�� 34� / 331_ / / - - SBRTW 34. g -2 - EXISTING DRAINAGE/SANITARY 5EWER _-_ , ' , \ I LIMIT OF GLEAiRING, _ PIPE OR WATER MAIN TO BE REMOVED / - 2 z r � GRADING AND GROUND 2 DISTURBANCE FL r� _ 1 - NEW DRAINAGE/SANITARY SEWER PIPE 35.00 / 9A 1 +37.53 I N_ B _-- .;�/ , / GLE 11'A,6;., \_FLAG 3 NOTE:6.43 V EXISTING FRAMES AND GRATE I/ I IM=;2 5 0p0 / / 7O'+� ; S TO REMAIN SHALL BE ADJUSTED +38.68 IO%d x 12' / 3 00� R`j/ ,/3o.3L � �'' \00 AS NEEDED TO MEET FINISHED GRADES. - 27.\Z8 FRESHNATER R- +37.4 / i ,g - 1- IB �2$ / \ IBw� _- 25.5 / O 28.98 \ '` J 5 6.67-,-) In9.03i�: \\ �\ / 2 ' \''` _-� \ \ DRAINAGE CRITERIA 4 CALCULATION 2.10.8 3000 1,30 118.76 �4 / , / / �.,. g Y ° +3s�° // / ,L \1.52,/ IE=1 PROPOSED IMPROVEMENTS INCREASE IMPERVIOUS SURFACES +3 3 3 z8. o X 28.06 \ & BGS BY 1.1 ACRES OR 41,916 5F. ,. \ N �#2.10.4 � �,� \� 30.7 iG� AP P°o N I Rlii1=20.80 \ I �y/ryo / IE=•1 \ l \ nos V = ARG o / _� .,. 1 �. 0, In � \\ \ \ V = VOLUME (GF) 9.00 / $ I-3MH#1,16.3 A = AREA (5F) +36.77 90'o 1 ' DP 20.5 0%' _ / STA 5+24.47 6 .��,� - -\\ \ RIM=201.12 �, - \ . Ih\•\ R = RAINFALL (IN) 30.96 N / / '. ` e G = COEFFICIENT OF RUN-OFF _ 00 IV N N / 1" IE 2?.33 W p \ I \ N z6.s6 \)cs I f ADDITIONAL REQUIRED VOLUME N pv cv za. c,�- +z7.s �o 6.5 T.43 Sr- �� ADDITIONAL O x RE x 1.0 = 23LUM GF 7.95 2 O 1 /� aa.--` 1 .14 � 1 68 O 3 O '26.SC= '/ __ 1�....-- 28. 1 \ I\ `� \ � soi -- � 30• � - �'c9' ��' \ FiC 4' II30/4 3 - - -- 00.. / \ 1 \ \--' - THIS ADDITIONAL VOLUME WILL RAISE THE HIGH WATER MARK q V \ / / 29 4 2 16 / E-CB 2.18 0 "` _ 5 / \ ` - .65 c, 9 y ! 1e �- - ��~- IN THE EXISTING 5TORMWATER DETENTION POND 5.6 (FROM v I O� 3O/Q� ¢ 9 .89 iE--21.24 � O - �y �/.9fi \ +37.72 1 I.do I 26.60 _ _ 130.0 5 } 39 "" r � N otk RI IS // / z-t-- ter, r ELEVATION 12.1 TO ELEVATION 12.4) FORA 6" EVENT. k�'� X30.5 28.93 31 00 27.58 CIS` \VU :RIM-25. ..�"1 6.18.14 39 6- �� 47 .` �' \\ ' �,� .45 -� 29.2, 8. k � 25.61 - � \ 0' , +28.4, _6 APPROVED BY \ 30.70 2 '- \ •- E1 N / i S A, Q` \ I I 1 I 36.54 m 9.9529.51 / REVISED 2 .3 2'9'8sry ® / y��' �- - 26.09\ \ / // / X30 4 ft-`� I ,+! I N I / 29.23 - / ACCESS +E / s�' -.. ,,. - - - - \ \ - ex , C- LIMIT OF Q ` I ! I yo # / 9 s \ \ F q Q 0 hs.18 I (n N-MH 2.10.1 All PARKING +25.es \ +� r Q �'�,♦ CLEARING, V / / , I RIM=50.50 / AR5/ 7� GPS `� 1 26,76 ��p PLANNING BOARD `� G i ♦ GRADING AND / / / ( / I 1 1 I / / 7- 4'69 25,29 I \ �q�%S� 30.84 r ♦ / 1_ IE=16.24 k pq6 \P� OP R:/\G 29.0 'b" 1z + i I \ ... ., - ♦ III GROUND / / 29.90 ® O• 6"F s'% � 26.60 C / 24.54 / \ < G DISTURBANCE / / / / I I 1 AO 38 A HALT vR GP N'6/ 29.30 �z6.z S / -CB 219.0/ I I \ SS \ / J/ TOWN of SOUTHolO ♦I� / / / / / / i I qA 29 m 5/ i �� 29.15 c1Iellli ♦Cqs��jl♦��S'♦ //' _ +�7\8\ N-x5./M,SHS/#.310/.16/3".2I/f/,S6//II/ I 1I 3'I\.l}bII 0 I I I I II 1 I 2\9. 29 _zsN 2 C9 N=2417/ 'P _GB 3.0 +89 30.41 p`rT / 4 29.43 I M9.00 I 8529.70 .17. 00 0 30.7 .42 24 j 7Q0 28.0 28 (� 6 IE=21.271' 'l _ \ I cgs '♦ '�R '/ USH STA 3+2 0}3 I i / 7s ° 28.2 L 21.18 W Im J A _- -_ i I 1 PS - _ 25.97_ I Rm=55.40 / ;�m , I�, \ _ 29.00 / 7 - - $oI 2s- 898- I I it 1 SIE=26.455 30.06 1 11 1 ATION ♦ / \JS 1601 9.31 / G�/ E-C 16 o I j 9 ♦ / IE=26.55E ■ �' O 30.00 ' 29 0 \�\ x 1- 117;11 `f l '--- - PS / , \ 29.1/3 28.50 2 .87 E TRANS_: -�___ _ r• 8O iA1,2111.♦ BOLLAKDr'29-25 r` 1 1 cRf S CqS♦ i�fOAs O \ / 227.10 29.25 r ��26.86 fGV I1 , '-=-�3 �i'O / 29. 28.50 .92 (TYr)I I '� :2.1 .1 # 1 i\ ;-- N I 8.10 00 .0 -MH 2.10.6 o 1 N lr..t AP s7 a I .50 30.80 + .79 \26.60 \1`1-GB# .15. \\\3 . o IM-30.40 I o, \\ 36.25 // / 3\- 3 o IE ��cc.15 I T� `'� / X \\ 9. 0 `$ X27- E-CB 2.14.1 .+ C " :69 �21v °' \ 29.7 1E-=24.00 j /YO 36.21 `�`•'' / IZ !f y-27:5`-.�- _ ,�' 27.60 8.65 ASPF�A T PAV D�• RIM=30.12 _ -{''` 28. 5 \ 29.25 7 O 31.02 I W IE=26.42 - -`I-.� 5. ,� '"`� \ 2743 07 30.80/ \ TO PIZS7-Ir - J, / 32.54 s.�-'i�11 '�' / - / 28.80 \ �i�J / rP 2 5°27.8 \ (/ "C E-CB 2.1,4.0 1 E-C� 2.15.0-_ , ,28.30 \ 27 2 .00 A'/T W//V ASPHALT PA MENT / - _ RIM=30.014 _ 28. O c�IE= �-f 69=E- 37 / Ll E �' IE=20.64 S - 4% �� =3� O° �'PJ 27.82 0�" 7� CF\ Xl$TVl1YG 1 fQ +za. = ti _. IE=25.59 N .80 lNG HOWARD W. YOUNG, N.Y.S. L.S. NO. 458ci3n rs - J 32.30 AP / 010 A / 00 g 2�' AP 307 _ - 33.58 / '30..60 I I 00 / 30. 2'S 50 G� ATED T 00 � N ,-\ OR 1u6• '...t...7� 1 / \5 \ \\\ --- �,. C r THOMAS G. WOLPERT, N.Y.S. P.E. N0. 61485 _ 1 o s\a 30 a 65'0 ��$$�� \ DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 80841 / \G r 29.50 DISC "� �. 9 \ 27.41" 2 % ry 2ND 1 -'\ � I •+ 3oro;� 1 \ 0l3' \o w '� PEP@1.7 / \ \ 1O.Od r' 30. 3 .. G`x � �a1 `-- 35.98 ( / E'/ �0 I +36.62 1 1 x 's - _,. - I a--_.� - G ,, `� ` \ 28.82 Q II w ryj / .r \ \GSI 0 65 _.�_ \` / 28.57 4.rl' 5a- 34 --_' 7.�7 \ / 30.87 34.60 p ~�I O '�*C�"y / G� ( 3d.8t'� -- 1 �p 29.92 0.24 �. ,28.94 i 2�•6 "27. 5 , I 5\ `.,., r' /l t c+a 3p1db, Q 29\ ,_ 34.70 36. // 3.75 ` .00/ 31.39 / __ 1 29 8'1 2tJ{50 -- 29.75 - 29--29.0 29.05 - _ \ / .r�\eRq j- __ �g 0 28.08 SURVEYOR 5 CERT I F I GAT I ON + 7.75 -C8 211 28. 6 50 28�$ 0 - ,01m9401 . it III/• / / / 16\32.27 '25 R =28.L1 "� 0.84 \ 29.36 29 �\9• J .•zl 30.85 A T / / 31.2 / 30.15 IE= 0.311 i 1 z8 G „ l / 5 26.76 N-MH#2.15.1.1 0\ �I / / / / o - i NEW # __ E= .4�3 2_ ° z i z 5 � PA IN AREA / 901 N=MH#2.10.5 01,3 �. RIM=28.90 29.4 C 7 2B 7- 28 4 GAG S I za.6�7 1 �� GRATE=29.20 0.10 IE=19.7 z�? p AP N o e.1 II t a °) / I E-15.51 6o zs. NOTE: ,7 0 \',�� G 5 28.70 ',.�, '.�,••' \{ 1 00 130.19 30.05 c�\ .55 s SEE PLANS BY OTHERS •, uJM,� 29.46X29.62 \30 � ! /-- F - �� 32.63 ° OR COOLING TOWER d I I` �9' 18 3 _-- GENERATOR ME-516N 'I1` ,35 MH#10.01.1 32. 13Y1. 0.63 1 =25.50 \ I// o --- 3 \3o.o2c �\f DETAILS. 29.66 - 'Si \ 3\ Off. 6.0 GOO 9s !1';1101 [p c q 2.98 1E=24. I 31.56 +3 I - I ,O�1g,H/ l� ,/ \- 30.71,E ''v 0. .53 30.93 r;' SCP V 2O I/t "I. 35.64 # ! 3666 j h}� +31 9 N-MH 2.10.4 i m oil I STA 1+61 I 31.51 ofl 'HD EPIf0.46_ j2 I - 'A goo ' 30.72 - °e +1 I \ 1 RIM-29.10 II \ I - 40 m I i 8.98 0.63 0 16 11 F. 5.76 t ill I\\ \ I N / IE=24.00-W 3ok� 30.13 A _ .. HOWARD W. YOUNG, N. \ 1E- "TOS 31.17 +31.)41 \ 1 00 O +3 %. 0 N 2 I 31.0 1 / r 30.31 \ I // 3022 + _'230'�. -74 '3\ O IE=15.31-N,5 1 _ 5 00' G I E-CB 23112. / \ o / g0 , 30.23 g l / V i .84 1 30.39 BOLLAKD 30.79 - .51 30.60' - 2 �i -- - 35.30 I �Jy� p I '~ I !r'- \ E-27.4 0.73 (TYP) I '1"�yA W ,�g Iz 29.80 1 OI N5. = 30.00 3 3GO�G�1k i1 j 35.29 11) ' .,, .�-.,*r,ly I J 1 \ 5 / O 1 ♦ 30.80 . Il III I / + II i 0.94 LIFE CARE GOMMUN I TY EXi�AN51 ON I I \ cR+�EVISED3 _ 1`4G AREA o i m 1 1 30.92 30.92 _ 111 �� _(Jrn ; 1 2p GARS \ /\ m' 1 e C. _-_ � 1� / , ` 9 Matchline IIs i� GON I G LANDING AT SOUTHOLD +34.80 1111 I� �\ 00 O N-G O.OI.2 IN I -I 30.901 40 9.73 + N-MH#2.10.3 0.85 1 - ,- Ill r �1 c 0 M�285o P° GRATE=29.50 at Greenport, Town of Southold o , 34.01 - , t.. o \ IE= 4.14 I ° �o Stora le 1 �\ IE=14.45 �i y I � � ++ � Suffolk Count , New York `'' } 34.6 aj N-8" WA L.1 - I NC R I NAGE � 0 � i,.4 S 6As N-6A5 -T' 30. .ai �■ �O AP I, b" Fl LANE \\ \ I \ \\\ i \ GRAD D p �I / 28.80 0 4 DOt�1ESTic n 1 It! i 4 f 10 I 901 0 _ 9. 3 \ \ ro I i 035 Block OI Lot 2rJ o Count Tax Ma District IOOO Section N-G I I.5 .4 I } \ I, 30.62 \i � \ \ J 2 N 29.15 T .\ f 30.50 III `.," =25.141 �� I 30.00 i 29.77 \ \ S 30.66 \. t \\\ \ MAP PREPARED JUN. 14, 2012 \,, .�/ 3 03 F I -I - 30. 0 34131 Ill t",,v - I I I I \\ \ 3049 1.4 �--\ ` Record of Revisions + o o I b \��o�\ o.1a o.ss 1 RECORD OF REVISIONS DATE \ 1 111 1 "J1" \ / 5� 30.20 - \ R I h 29.80 @ ^ \ OCT. OI, 2012 41 30 �Q�`' I 29 I I o �cp. 30.16 1 GENERAL I \ o , E-CB 2.12.0 \ - �\ 30.015 ��. (FNFRAI MAR 06,E 33.92 \QI \ 3,58k1� I F- /, \ RIM_28.27 \ UNnFRCROUNt0 UTILITIES FROM MARKOUT APR. 12 2013 -�- t rn 1.519 r Record of Revisions Continued IINOER(SROUND UTILITIES FROM MARKOUT MAY 10,2013 55ENFRA1 MAY 25, 2013 REVISIONS DATE &ENERAL JUL. 10, 2013 ADDRESS REI'S AUG. 01, 2014 &ENFRAL OGT. I8, 2013 PLAN FSRD rOMMFNT�, Al)r 02 2014 SEP. II, 2014 &FNERAL JAN. 28, 2014 MULTIPLE FEB. 1!2, :2014 MULTIPLE MAR. 19 2014 ISSUED FOR r7MP JUNE 2112014 50 0 15 30 60 90 Scale: I" = 30' JOB NO. 2012-0135 DWG. 910290_2012_0153_siteplan 3 OF II (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY 15 A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCAPON LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. 4 CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 111101 tel. 631.72-1.2303 fax. 631.727.0144 admin(n youngengineering.com M 0yolm� W� Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer ^^�J Robert G. Tast, Architect r S DRA I NAGE/5,4N I TARP SEWER LEGEND F232.63 I 29.T8 I ..,.. `. 7�Zv .o� s� ,cu.,v ! N-G 0.01 \ I 29 62 \30 =MH#10.01.1 F 32.° �--+ o.s3 / " (_ !� \29 to _-- ma, / , --- 4 3 NOTE: t z9.9s 3o.z- o.oz:' :. \� _- SEE PLANS$Y OTHERS }IE=28.59 / k --, IE- 4. 31.56 \ IE=24.12 t s FOR GOOLIN6 TOWER b / #°32.98 2 oP 64 2 60 G�� ,3 - 1 +31 1 I 1$,HDp�/ 30.71:' I Q g 35.66 ly, ,35.64 jy-SF�'1FI1,16,1 �3 J,,"1 1 - �Q �'6�%� CP - - ° 53 00 30.93 E�STOR DESIGN - 1 = NEW DRAINAGE/SANITARY SEWER It „{,, 1 I STA I+61 -_ 111 \ I \ 1 F I 31.s1 +3i ofl "HDPEP�0,467% 2� i I N-MH#2.10.4 \� L STRUCTURES T 3. s.sa RIM=28.10 +, 3y _TI 30.72 s.7s \ \ 1 + o.s3 ­0 \ \ 3 15 IE 7� 5 3117 +31. 1 \ IE=24.00-W ,. 3asas tO 30.13 0 s , ,y� 0' = EXISTING DRAINAGE/SANITARY SEWER O N 1 31 0 / +30.31 \ �'= OY / ® +3 - \30 00 A \ ;..,� \ \ 2 31. 4 moi' IE=15.31-N,S 30.22 + _ 29 c0 �j� STRUCTURE TO REMAIN \ >+ 1E CB 212. E \_ o ---2� _ O•'°O 7a O°`, ,d 3530 3 1 / 1 {3039 f 1 \ / RIM 31 0 It 0.73 I._ °O 1A ' TRAW a I 30.79 F� = EXISTING DRAINAGE/SANITARY SEWER E-27.4 3o.so' B V.I Fr`--_ �� 2e HO ° I �F) i N$. q 30. 6 30 50 - - 30 F GR��� STRUCTURE TO BE REMOVED 3s.2s 1 I' 3 sO+ r 30 00 O� I; r c 1 I 1 \ REVISED III fl 30.80 m m 8111 w III,m m N = EXI5TIN6 DRAINAGE/5ANITARY SEWER I1G AREA \1" PIPE TO REMAIN 1 ' =0, o Qi4 I L I O 30.92 30.94 20 GARS \ /\ : m, 1'I, ate n 3o.sz _ Matchline qll, I / \ ✓- ' z,' s� + - = EXI5TING DRAINAGE/5ANITARY 5EWER +34.ao 111 1= m 3'0'x° 3or^° s.33 + N-MH#2.10.3 o.as PIPE OR WATER MAIN TO BE REMOVED I vQ N B#10.01.2 _ ii 1,x - a° GRATE=211.50 34.641 , ,- "� RI =28.50 ) I _ 4- O e O \ Mr-24.' + I ° { IE=14.115 I = NEW DRAINAGE/SANITARY 5EWER PIPE 1111 � 34.6 m i I � storCllge � fir- ,I 1 1 111 1 3 .51--t 29 I \ I 34.42 111 - / m f� i All I + 28fb I I NOTE: i � I EXI5TING FRAMES AND GRATES TO REMAIN SHALL BE ADJUSTED N-G 10. 1.3 11 .4 1 I o s. 3 roi AS NEEDED TO MEET FINISHED R n + 19.15 30.62 f .2 i r 30.50 G ADES. 3 0;3 .42 30.00 29 77 +=-. � 30.55 `- 34.13`' 11 I I ,, -i "- - - y 30.3 _ \ +� 111 `'� \ .,)�'-. / 001• I -- I 30.49 nJ 29.80 �Oh I 1 30.20 i n' �Q ,0.18 0.55 \ 33 917 -- 3o j9Qw I I 1 29 j I I �o D \ _ , I I / '-' CSS. 30.19 3.58 E-CB 2.12.0 33.92 R \ I 1 / \ \\ RIM=28.27 ¢¢GJ 30.45 `- 1 \ x 3goo \ 1.58 E=20.29 N,S ��Fi -- / c) - \ \_ .E^-#30.43, / , } 1 11 -2 �i\i Q \ 30.58 4 - 50 t/ L/ 5 I F s i 29.05 \+29.06 30.40 \ 30.69 11 \ 2 \ (1 E MCB Z. 33.45 MH 1.16.0 - \ 32. 6 =2 4 E .10 1 I 29,23 + 1 // ,�- �\ 9.47 \ 30.3 \\\\\ a� RIM=33.39 // 6.00 E=26. N `3i.,, * \�/ //- _= 1 IE=27.99 N 3,.67 I I I _ \ 33 zo i,r o ' Ik=24.95 S W \ 31.40.21 0 33. h}l \\ J/ 173 / ` ± 2.12 I r 1 29.49 14 / 33.28 + +I1 = \, /SI 30.50 // l \� 1 i / // ,� �• >\ \\ / 31.30 / �3 Yi 1 I / 'N, \ '. / 30.'315- ..1++c - tiv \/ � 4 29.76 +I I f / 33.55 \ 'N ASPHALT PAVEMENT J �i IT7��o a'b \ N .1�2 \ z (i�RATE- q:5p \ \ 33.13 �,� I 1\ \\ 31 42 +30.26 �� 30.03 ' I 30.01 APPROVED BY ROVE \ R}M 26 E 1 �\ \\\ \\ `* 31 yz \ 'rf 3 / +3 41 30.9 \\ \\ \ 1 ✓�� // 29. ,31 10 1 33 08 st�. \ - A� PLANNING BOARD /� E 26 42 N \'`.1 x'0 J. 30. /i A RD 4\ 30\\ /',,( \ \ \ - 3°30 °- ` RIGT29.35 I - \ \I '\ \ 4 29.39 TOWN OF SOUTHOLD r7 \ - q "14.3.1• \'\2$.92 - =,� 30. C#2 2 9 + � � DAT _ E 30.90 - 311\87+' \\ \ 28.'M1,y \ N'•1� :I-?28.99 2 3 2� _ - \, e O - �I 9 - • \ 1. rE F,1\Y 3 O AO _ +33, I., _ ,,.,.w M H#2.11 27. ,\�-� - /�. . =:2e).'70 Zi?7 3 aCV/ RIM=241.65 \i \, A1E=1 q8 28.71 27 30 �0 tti \ E=19.20 �v \ \ 28 69 'T 21 5 0 BE I.F. \ _ ° �C�g..p \ 1 30.110 \ o m C? \ \ za s3 - 113 Op O\\ �"y� x25.84 �S 29 32. 1 O. 4'�y 9 GJ C' \ 32.07 ,. V 2 9 - x 30.40 31.43 *C�ibL -= 5 ; 3 � 1 0 r 3 � ° 4' 29.57 3 \ 2 HDPEP@f. \ _ 33 O FRO G$ \ ,Ltd +33.50 , \ 30 / / i / / _ i Zcj X81/_ .48 �. .. \ \ /I o / y l �v; 2 ,2 - +5.6, � _+23.64 242 ENGINEER'S CERTIFICATION 9 - _- omtiq�Fryomw �zs.3� ' • �,, l` - Rl =28.20 +32 R/ X51.58 \'\ \ - 25.52 i A 1 1 ��� I -24.20 / / NEW 31.7 Z� 3� \\ O 3°20 Av ) r7 1P71a �o 7%s ,�� F s_ _ / x� � 1 fFS_ �� // 3 ._29 +I I �! `' X13 G 7R5 2 / SMH 1.13.0 \ e 1 \v 187�I 9,$0 ".y `; y 1 SIG1H' 1.14.0 / + /, 't / RIM=23.56 . [ l 1 -/ RIM=31.17 �, - ' � N / v / IE= 18.69 ) / _ / / \ 23.31 IE=17.56 E / 31.24 ,+ � .- I v NEIN ALLT-fI'I-L � / ''-� /,, / /- -- 2.82 V IE=17.66 W , "- � IE= 18. 9 l `�\ / - % X � \ ¢ 32.56 + / TO BE V..F. # / / / 2.79 w' MH 2.10 \ - 30.90 x cM ORY 28 / / / / Z/k \ RIM=24.65 I SMH 1.15.0 \ /�11 33.00 ARE UNIT /'% / IE=18.79 S, ✓ RIM=31.24 ,O t IE-24.29 N e \ TO BE48 V.I.F.n , \ / t� / 7 TO BE V.L F. IE=20.19 S.E ,30 91 _ "�\ 50.x{3 I / / b` / % _ /i���'��'✓�(C. AP / / HOWARD W. YOUNG, N.Y.S. L.5. NO. 458g3n �30.57 16-+/ �' uj /' y�0/� ti THOMAS G. WOLII N.Y.5. P.E. NO. 61483 22.82 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808117 2.13 III T N-5MH#1.13.1 N-SMH#1.13.4 : -�. I �.` �` 32.04/��� � {' m ---..- � � .6 ��' / / I / .% � STA 3+8420 4 �' / / `° �tiD /! STA 0+00 RIM 28.90 �1 + I'+30.76/a / yh,' / RIM=27.00 IE=22.07-N i I \ 31.74 / 11 �J / / tik IE=20.0'74N i i' �o _-__ o / v� /y 1E=18.17-s SURVEYOR'S CERTIFICATION 31 21 +31.30 o /. 21.42 \ .e- 30.0 lid v ' /q �� k + 30. 3 L \ 30.24 _ O OD ---' �c � 2 -11 1 O �� x30.90 -31 3050x / / /2 2X1 q . i 11 f 1 I!7 + --30- 20.27 1 1 / _ r III 1 i (►' '�, -.�.� ° - I � � `i/./ // / ; � ah./t•- •� �- , �: :�: SDR 35® Cf. Ogb I �--�. 29.30 I C zs I _i _ _ Chi y�, CO go,NDERIN, / -lCV / /// \� HOWARD W. YOUNG, N .5. L.S. O. 458113 s \ CP - .. 29 / (v ;,V m/ / \ \ + NEW 8"� -' / 29.1511429 MAIN / N-G #11.01.1 - _ - 1M= oo ' +2a.72 LICE CARE COMMUNITY EXi�A�NSION N-SMH#1.13.3 21.27 - �- +29.47 � / S +7L23 OTl-1�R / / / / 1 _ R11 =2 • 111 "`��� IE=19.52 J� 28.67 4 u , �./ , IE=19.42-E / N-SMH#1.13.2 FELON 1 G LAND I NG AST SOUTI IOL.D 28 // / // \\ STA 1+53.45 I 29.18 28.28 .ir.1 i 2dlg 1 + I +28.21 / / / EIMB 45-W at Greenport, Town of Southold 28.34 li �,; I\ - \ // /22.71,' IE=18.a5-N Suffolk County, New York �'SMH If- _ ---- / .��,_$28.54 - �' +27.91 28.47--+• I`� / \ 22.67 _ zaMas LIMIT OF CLEARING, GRADING CGRAD I NG DRAM NA ISE �8-9 o W - 28.36 \ AND GROUND DISTURBANCE \ - , za:ae ly{! County Tax Map District 1000 Section 055 Block 01 Lot 25 28.29 ' EDUCATION LAW 2 DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION (1)UNAUTHORIZED HERE ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLATION OF SECTION ED D THE NEW YORK STATE () INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1a01 tel. 631.727.2505 fax. 651.727.0144 admin@youngengineering.com Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer WASTEWATER COLLECTION SYSTEM NOTES Robert C. Tast, Architect POURED CONCRETE INVERT 1- ALL SEWER PIPE SHALL BE ASTM 3034, SDR 18 / 35 PVC, UNI-BELL, JM "BLUE BRUTE" OR APPROVED EQUAL, UNLESS ACCESS STEPS 8"<p PVG (SDR-IS) NOTES: 0.6% 1 NLET STRICTER REQUIREMENTS ARE STIPULATED FOR SPECIAL CONDITIONS. INSTALL WITH PIPE BELL AT UPSTREAM (HIGHER) I. ALL MANHOLE SECTIONS SHALL CONFORM TO A.5.T.M. G-478, LATEST REV15ION END OF PIPE. 8IIcp PVG (SDR-IS) 57ANDARD SPECIFICATIONS FOR PRECAST 2. COMPLY WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES STANDARDS FOR SUB-SURFACE SEWAGE @ 0.6% OUTLET REINFORCED CONCRETE M.H. SECTIONS. DISPOSAL SYSTEMS FOR OTHER THAN SINGLE FAMILY RESIDENCES, EXCEPT WHERE SPECIFICALLY PROVIDED FOR 2. MANHOLE R15ER SECTION TO BE FURNISHED OTHERWISE IN THE CONTRACT DOCUMENTS. IN 12,3 OR 4' HEIGHTS AS REQUIRED. ACCESS OPENING 5. MANUFACTURER TO CERTIFY THAT 3. PROVIDE CLASS II HAUNCHING AND CLASS II BACKFILL PER UNI-BELL SPECS IN ALL PIPE TRENCHES. COMPACT MANHOLES DELIVERED MEET ALL TO 95% MODIFIED PROCTOR DENSITY, IN 6" MAX. LIFTS. BACKFILL REMAINDER OF TRENCH TO 90% DENSITY IN REQUIREMENTS OF 5.G.D.P.W. 5PEC51. UNPAVED AREAS, AND TO 95% IN PAVED AREAS. FINISHED GRADE 4. LOADING TO CONFORM TO AASH'TO H-20 G.I. FRAME $ COVER- CAMPBELL ADJUST TO GRADE WITH RED LOADING 4. ALL MANHOLES AND COVERS SHALL BE DESIGNED FOR H-20 WHEEL LOADINGS. FOUNDRY PAT. No. 10070, OR EQUAL. BRICK 4 MORTAR (MIN. OF TWO COURSES & MAX. OF 15") 5. REBAR TO CONFORM TO ASTM A-615-60 Fs=60,000P51 5. ALL HOUSE CONNECTIONS SHALL BE 6" DUCTILE IRON PIPE AT 2% MINIMUM SLOPE FOR THE FIRST 10' THEN _ #4 BARS ® 5" 6. WELDED WIRE MESH TO CONFORH TO TRANSITION TO 6" SDR-35 PVC AT 2% MINIMUM SLOPE. INLINE CLEANOUTS SHALL BE INSTALLED AT 75 FOOT PRECAST N 1 ' .4 O.G.E.W. BOTTOM INTERVALS AND AT ALL BENDS ON LONG HOUSE CONNECTIONS. TOP SECTION r A.S.T.M. A185 Fs=b5,000P51 24'� CIRCUMFERENTIAL REINFORCEMENT 6 5-" 0.12 50.IN./7T. OF HEIGHT 7. CONCRETE TO BE 4,000P51 @ 285 1;)AY5 Ed Off 6. WHERE WATER LINES CROSS SEWERS, HOUSE CONNECTIONS AND / OR STORM DRAINS, A SEPARATION OF 18" 8. FLAT SLAB TOPS (NO JOINT) MU5T HAVE VERTICALLY SHALL BE ACHIEVED. IF THE WATER MAIN IS BELOW THE SEWER, THEN AWWA C-900 PVC WATER PIPE PRECAST SEALING TOP 4 BOTTOM STEEL. RISER W UTYL SHALL BE USED FOR THE SEWER MAIN. USE FULL (20') LENGTHS FOR BOTH PIPES AT CROSSINGS AND INSTALL SUCH MANHOLE RUBBER THAT CROSSING IS AT MIDPOINT OF EACH PIPE. PROVIDE 10' MINIMUM HORIZONTAL DISTANCE BETWEEN PARALLEL STEP SEWER, WATER AND DRAINAGE LINES. X PRECAST a _ 7- MANHOLES SHALL MEET ASTM 0478, EXCEPT AS SUPERSEDED BY THE DETAILS ON THIS DWG. MONOLITHIC ►3'-3" GLASS A CONCRETE BASE MAX. _ INVERT SHALL BE SECTION CAST IN PLACE IN THE FIELD. 8. PRECAST CONCRETE SHALL BE 4,000 PSI. SHOP DRAWINGS AND CALCULATIONS TO BE STAMPED BY A PROFESSIONAL Do L ENGINEER, LICENSED IN THE STATE OF NEW YORK, AND ARE TO CONTAIN COMPLETE INFORMATION NECESSARY FOR 4'-0JOINT HEAVY DUTYGA5T THE FABRICATION AND INSTALLATION OF THE PRECAST CONCRETE UNITS. 4'-0 FLEXIBLE SLEEVE FINISHED GRADE IRON FRAME WITH LOCKING COVER MONOLITHICAL BASE SLAB REINFORCEMENT #4 BARS 5" O.G.E.W. TOP PRECAST TRAFFIC 9. CAST-IN-PLACE CONCRETE TO BE 3,500 PSI. ALL REINFORCING TO BE ASTM A-615, BEARING TOP 5LA� MIN. GRADE 60. ALL WELDED WIRE FABRIC TO BE ASTM 185. El 0 n U 2'MAX. TYPICAL 5ANITARY SEWER MANHOLE DETAIL 4"DIA PVG O.6T' 9 10. ALL CONCRETE FORMS TO BE OILED PRIOR TO POUR AND REMOVED. FINISHED WALLS TO HAVE CLEAN SUIRFACES AND NT5 1.00, E=X-0.50 4"DIA FVC MUST BE FREE OF ANY SPLINTERS AND PROTRUSIONS. PIPE® 2.00% MIN. FLOW—► IE=X PIPE o 1.00% MIN. FLOW LINE 11. ALL LIFTING HOLES TO BE PROPERLY MORTARED FLUSH TO WALLS. 0 0 APPROVED BY 0.33' f O O PLANNING BOARD 12. PROVIDE RESTRAINED JOINT COUPLINGS ON ALL PIPES WITH SLOPES GREATER THAN 10 %. MONOLITHIC TOWN OF SOUTHOLD FOR AREAS SUBJECT TO VEHICULAR TRAFFIC DATE 12.00' G.I. FRAME It COVER- CAMPBELL I FOUNDRY PATTERN NO. 10070, OR APPROVED EQUAL. GREASE TRAP NTS ASPHALT PAVEMENT PRECAST GONG. COLLAR 2, ,- Q ENG I NEER S a"CERTIf=ICATION cV WYE - -: ---6" GLEAN SAND 4 GRAVEL PVC (SDR-18)Ln '- w Fy Q STOPPER OR END PLUG SEWER PIPE NOTES: M155ION COUPLING (OR EQUAL) y� 50° ELBOW — FLOW WITH STAINLESS STEEL SHEAR _ 3 BAND AND CLAMPS WITH HOWARD W. YOUNG, N.Y.5. L.S. NO. 458g5n o ADAPTER BUSHINGS TO CONNECT THOMAS G- WOLPERT, N.Y.S. P.E. NO. 61483 SANITARY SEWER PIPES DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 950S01-1 a FN PLE M 60° WYE MISSION COUPLING (TYP.) s I N, SURVEYOR'S CERTIFICATION iM 6" DUCTILE IRON HOUSE CONNECTION PVG WYE DETAIL 50° BEND CLEANOUT DETAIL N75 N SI 50' BEND ENTS N 2.0090 MIN. I SDR-35 PVC, BUILDING SANITARY SEWER ^ ~ ✓� s`F'' 45 PVG WYE-10 r F'' 6" SDR-55 PVC, i HOUSE CONNECTION 4000 P51 O HOWARD W- YOUNG, N.U. L.S. N . 45885 q �' 3 CONCRETE 0 TOP OF TRENCH PLAN _ 10,—o" _ 10'-0" _ ---- - 10'-0" ;. u LIFE CARE COMMUNITY EXPAN51 ON z 7__SANITARY SEWER FECON 1 G LAID I NO AT 5OUTHOLD L PIPE JOINT (5DR-I5) PRE55URE 12" MAX.--8"--12" MAX. LOWER LIMIT FOR SHEETING ao MANHOLE TO MANHOLE o DRIVEN AND PULLED 6" DUCTILE IRON (TYP) . .,. �.- � Qt C7reet'lpOrt, TOWn of Southold E HOUSE CONNECTION TRENCH `12' MTN %` = y Suffolk County, New York N 6" SDR-35 PVC, FINISHED GRADE DEPTH CLA55 II OR III MATERIAL HOUSE CONNECTION COMPACTED IN MAX. 6" LIFTS TO NSI z UTILITY PIPE g5% DETY.(ASHO. T-01q) DETAILS s EMBEDMENT , 2.00% MIN. _ >, s County Tax Map District IOOO Section 055 Block OI Lot 25 MAP PREPARED JUN. Ig, 2012 Record of Revisions 0 0' - 50° MINI UM `::;:.- RECORD OF REVISIONS DATE a SII 5DR-55 PVC _ MATERIALS JOINTS EQUIVALENT TO WATER MAIN TRENCH WIDTH GENERAL OCT. OI, 2012 SANITARY 5EWER 4000 P51 CONCRETE STANDARDS OF TE 5T AND PRESSURE TESTED - V TO A55URE WATER TIGHTNESS PRIOR TO BACKFILLING Cs r�1=NERAL MAR- 06 2013 HAND SHAPED BOTTOM UNDERcSROUND UTILITIES FROM MARKOUT APR. 12, 2013 UNDERGROUND UTILITIES FROM MARKOUT MAY IO, 2013 SECTION GENERAL MAY 25,201 GENERAL JUL. 10, 2013 GENERAL OCT. I8, 2015 GENERAL JAN, 25, 2014 HOUSE CONNECTION DETAIL NT5 GROSSING DETAIL TRENCH DETAIL MULTIPLE F IIIA8 2 2 _1d 4 FEB. 12,2014 NT5 NTS MULTIPLE MAR, Ig, 2014 NT5 ° n } Scale: SAS SHOWN JOB NO. 2012-0I DWG. 870280_2012-0153—sltepion 5 OF 11 a DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION (1)DI UNAUTHORIZED HEREON ALTERATION OR ADDITION TO THIS SURVEY ISA THE SUR OF SECTION ED D THE NEW YORK STATE EDUCATION LAW.(G GOVERNMENTAL INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTTERS. SEGMENTED BLOCK WALL CAST IRON FRAME 8 GRATE DRAINAGE PIPE DESIGN CHART CAMPBELL FOUNDRY, PAT. NO. 3407 OR APPROVED EQUAL. 400 Ostrander Avenue, Riverhead, New York IIa01 tel. 631.727.2303 fax. 631.-72-7.0144 GEOGRID LOCATION p admin@youngengineering.com H L9 B G1 G2 z olm� 4' 4' 6" .214' CAST IRON FRAME & COVER4 ymq CAMPBELL FOUNDRY, PAT. NO. 6 2 51 O O O O O O O I OO-TC OR APPROVED EQUAL. 0 0 00000 Howard W. Young, Land Surveyor 0 0 0 0 0 0 0 Thomas G. Wolpert, Professional Engineer H=HEIGHT IN FEET 00000000 Douglas E. Adams, Professional Engineer B=EMBEDMENT IN INCHES /� 00000000 G1,G2,ETC.=HEIGHT IN STANDARD MASONRY UNITS 0 0 0 0 0 0 0 0 Robert G. Tast, Architect GUARD RAIL AS PER NEW YORK 000000000 0000000 STATE BUILDING CODE Lg=LENGTH OF GEOGRID IN FEET _ 00000000 (STYLE AS SELECTED BY OWNER) z I Il I JI 00000000 ( - I C14 � NII TI PROVIDE SLEAVES IN 6" MIN. LOW J, CONCRETE FOR RAIL POSTS PERMEABLE SOIL MASONRY GAP UNIT I I o'-8" 4'-0" - FIN. GR. MIRAGRID XT GEOGRID / r l I 4000 PSI PRECAST CONCRETE J� i CEMENT ORA PROVED EQUAL. REINFORCEMENT AS MANUFACTURED CAST IRON FRAME a GRATE ' BY MIR CONSTRUCTION PRODUCTS, 4000 PSI PRECAST CAMPBELL FOUNDRY, PAT. NO. GAST IRON FRAME 6 COVER Lj ` CONCRETE TRAFFIC 540 i OR APPROVED EQUAL CAMPBELL FOUNDRY, PAT. NO. OR APPROVED EQUAL �I 1 BEARING SLAB AS MFG. BY IOO7G OR APPROVED EQUAL. 4000 P5I PRECAST CONCRETE 'Ill Til APPROVED EQUAL. TRAFFIC BEARING COVER r€Ill "FIRMA" 57YLE STANDARD MA50NRY UNIT, - BROWN, AS MANUFACTURED BY NICOLOCK, �1 i II r 4\ �F��I IIT 2_2€ \ OR APPROVED EQUAL (HEI&HT = 6") Irk 4000 PSI PRECAST f=ILTER-FABRI G= I i=I I CONCRETE BOX AS MFG. BY SUFFOLK GEMENT OR Ji A �w�/t I APPROVED EQUAL. GUARD RAIL FOR SEGMENTED BLOCK !' ALL 4000 PSI PRECAST �: rI NT5 1 lr 1 ! I _ 4" CONCRETE BOX AS MFG, APPROXIMATE LIMITS OF BY SUFFOLK GEMENT OR IS" RECYCLED CONCRETE $ LTr TTJI� EXCAVATION DRAINAGE PIPE z APPROVED EQUAL. AGGREGATEI DRAINAGE PIPE 01-11 k; 8'-0" __, REINFORCED 501L (BANK-RUN LONG PAVED INVERT - I: I2 SLOPE 1, 1ISLAND SAND AND GRAVEL) CONCRETE SHALL BE CAST IN ll� l �l ! 6" MIN. LOW 6-"d) PERFORAlTED PLACE IN FIELD PERMEABLE 501L HDPE=DR?�I�1--P'iP ,-OR--' MASONRY GAP UNIT APPROVED--EQUAL_-. JTI 4000 F5I PRECAST CONCRETE 4000 PSI PRECAST G BOTTOM SLAB \ yI O �ZT _ �I _ IIT �-: € SOTTOM SLAB W/ SUMP AS 1 €L-.-I_ !1 :,,, 4 ,� 1� - MFG. BY SUFFOLK GEMENT OR MIRAGRID XT GEOGRID ~ \. , 1_T II TAT I . �IyIF � � T-�liG REINFORCEMENT A5 MANUFACTURED '= = ,- �T�I �€I � II€ APPROVED EQUAL. BY MIRAFI CONSTRUCTION PRODUCTS, T r- I i NOTE NOTA OR APPROVED EQUAL L° 11--. IT Ir � ) . T II it- fl IE, 1= l Ill —I!='I! _T.III I. WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF G'-O". I. WALL REINFORCEMENT WILL NOT BE REQUIRED TO A DEPTH OF ` k T I _ A 1r �` =�r1 � 1- - - 2. DEPTHS GREATER THAN ci'-O" SHALL HAVE ARE FABRIC CONCRETE 2.. DEPTHS GREATER THAN 9'-O" SHALL HAVE WIRE FABRIC CONCRETE _ „ yl i lil ilk,��. M LU ; REINFORCEMENT 5"xl2", I AND 2 MIN. VERTICAL WIRES - 12" O.G., I/2" MIN. REINFORCEMENT 3"x12", AND 2 MIN. VERTICAL WIRES 2" O.G., I/2" MIN. "FIRMA" STYLE STANDARD MASONRY UNIT, p I l l I I. 11�� ,l-1l- COVER. w w BROWN, AS MANUFACTURED BY NICOLOCK, I .. �!� I I 1 .. ! 1�1 3. STEPS REQUIRED WHEN DEPTH EXCEEDS 7'-O". 3�STEPS REQUIRED WHEN DEPTH EXCEEDS 1'-O Q J OR APPROVED EQUAL (HEIGHT = 6")� �'f..- �� ` ,1 � � � 36 0 w o sill I l L' j-',5 U = Q FILTER FABRIC 1 i IIS 1� 1 GATGH $ASIN 2' x 4' FLUSH GRATE VD IA. STORM 5EWER MANHOLE Q : I:-' l-r f�!_' NTS � z � i_ NT5 rn ¢ Q �I APPROXIMATE LIMITS OF FILTER �� FINISHED GRADE FABRIC �- _ 1 EXCAVATION POURED CONCRETE COLLAR „ WITH #4 X 24' REBAR 12.1 x12" TIMBER POST g c7. I DIA. GALYINIZED APPROVED D % rel REINFORCED SOIL (BANK-RUN LONG GARRIDGE BOLT THROUGH POST W/GHAMFERED EDGES FINISHED GRADE ISLAND SAND AND 9111) n �� n N PLANNING BOAR ASPHALT u o TOWN Of SOUTHOLD 6 6 o PERT=ORATED i PAVEMENT I ' H]�PE DRAIN PfPI= 0R� APPROVED EGtUAL; I1 L I GUARD RAIL AS PER NEW YORK —� DATE STATE BUILDING GODS 4x8 TIMBER RAIL T1 TOPSiOIL d SEED ALL -1 ! DIISTURBED AREAS (STYLE AS SELECTED BY OWNER) m . f° SII sn4, O u`LTi 1 L 50" DIA. P05T HOLE `•`+: '� ( �� Iif- �. - T- T Iii ! TT z PROVIDE SLEAVE(S IN 141 II ll�� . ll .l ,I I ,11 1 ;I ISI �I _ I !I i O I l z_ o CONCRETE FOR RAIL POSTS 12"x12" TIMBER POST rl1 T m' I I IIIII �I "' - ` W/GHAMFERED EDGES RETAINING WALL 5GHEDULE 6 HW C W O D LB P LW 1" DARRIDGEI BOLT FIN.FIN. GR �. ENGINEER CERTIFICATION mi 1,= �.' - U 'S CERTIlr1�T, I 2 - - - ., a�1 s5121 2113 18" 4 IS" #4 1211IS RECYCLED GONGRE I_ - 1 l.' ' '� - � 61 I R 1 311 #4 � IS" #4 � � � II m o 4"x8" TIMBER TOP RAIL .a1,.. 0"114 AGGREGATE # #4 15" #4 12 � �T,---9€�- I W 36" -i l .�l k 2 w w > 2-5 3-Q #4 @ I S #4 @ I S 4- 4 FILTER I— W y =; w IY F J o 4"x8" TIMBER BOT. RAIL o a I_ �I = FABRIC 7' 2'-6" 4'-2" #4 14" #4 14" 4-#4 #4 14" #4 12" � Tr � � M f O w p �, -` U.1 W Q 8' 2'-8" 4'-8" #4 @ 14" #4 @ 1411 4-#4 #4 @ 14" #5 @ 12" ti da= _ 5=18" E SEGMENTED BLOCK RETAINING WALL 'I''L�I' z 1 4 1 la- z a' 3'-2" 5'-2" #4 II" #4 II" 5-#4 #4 @ 11" #5 (D 12" I I I I I I ? ': =.` NT5 U) I I APPROXIMATE LINE OFI II o a = I I EXCAVATION 'I t 2"0 WEEPHOLES Q 10' 3'-7" 5'-a" #5 12" #4 (P 12" 5-#4 #5 @ 12" #5 12" — o I I 10'-0" O.G. I 1 1 I I I I = • a�'vw � '%9' _h( _ 4 6" ABOVE GRADE BACKFILL WITH LONG]1 _ _.__ --- (-t 1 L' L- HOWARD W YOUNG, NYS L 5 NO 458Q3n ISLAND BANK-RUN ii D FIN. GR. NOTES: #4 X 24" REBAR THOMAS G. WOLPERT, N.Y.5. P.E. ND. 61483 ~ _ SAND & GRAVEL _-II FINISHED SURFACE OF RETAINING WALLS (0 DOUGLAS E. ADAMS, N.Y.5. P.E. NO. SOSa-1 P o POURED CONCRETE o 2'-6" MAY BE CONCRETE FORMLINER PATTERN OR s N COLLAR li = LB LB I MASONRY VENEER. RETAINING WALL 5GHEDULE r = ": r NDF I FFER LANE NOTES: ' 7�i�-- N GUARD RAIL IS REQUIRED WHEN THIS DISTANCE ��,,� PARKWAY FENCE DETA I L SAS,- EXCEEDS 50 INCHES. SUR\IEYOR'S CERTIFICATION FINISHED SURFACE OF RETAINING WALLS 1�. : - r HEIGHT 'A' LENGTH 'B' REINFORCING ;-STI� ;�l�l,�l'h'''T��'I ,-ifs i�C=��-��T. 11NTS MAY BE CONCRETE FORMLINER PATTERN OR 1 C � 3" Cl) CONCRETE TO BE 4000 P51 AIR ENTRAINED. 2'-5" #3 - 12" O.G. E.W. MASONRY VENEER. CAST IRON FOAMS a COVER N _ CAMPBELL FOUNDRY,PAT.NO. GA5T IRON FRAME E COVER �-W IOO1G OR APPROVED EQUAL. !CAST IRON FRAME 4 ORATE - CAMPBELL FOUNDRY,PAT.NO. GAMPBFII FOUNDRY,PAT. 100 IG OR APPROVED EQUAL. �'-O" 3'-3" #4 - 14" O.G. E.W. GUARD RAIL IS REQUIRED WHEN THIS DISTANCE „ EXCEEDS 3D INCHES. USE CAST IRON FRAME , O O.G. E.W. GRATE CAMPBELL FOUNDRY, 115 IG OR APPROVED EQUAL. REINFORCED CONCRETE RETAINING WALL PAT.NO. 115 I,OR E s CONCRETE TO BE 4000 PSI AIR ENTRAINED. NTS APPROVED EauAL. 4. _ "± PARKWAY FENCE 3'6_ 6€€ ., HOWARD W. YOUNG, N. FINISHED G RADE TOPSOIL 4 SEED ALL (SEE DETAIL) - DISTURBED AREAS 1'-6" �- h ROAD SURFACE DRAINAGE PIP£ FII 2- I ON 3 SLOPE DRAINAGE PI O :.- y _ NOTE 5AWGUT PAVEMENT W 4"x12" PRE CAST STONE N 1 \\,�\,�\� / SILL COLOR A5 / /\ �-.:;':=--=:• � ii��TlorTIRON i POOLS. ON ALL AS NEEDED. 9" SELECTED BY OWNER - Q� 2.USE CAST IRON FRAME E ORATE, LIFE CARE GOMMUN I TY EXPANSION � CAMPBELL FOUNDRY,PAT-NO.IIS'TG OR PAVEMENT SURFACE Nom SANDPIPPER LANE APPROVED EQUAL,ON LEAG4iIN6 CATCH _ I,USE CAST IRON COVER ON ALL INSPECTION BASINS E DIFFUSION WELLS- FELON 1 G LANDING AT SOUTHOLD (2) #6 BARS CONTINUOUS POOLS. 3.USE 4"PRECAST CONCRETE COVER -- �- '� 2.USE CAST IRON FRAME E GRATE,CAMPBELL SET I'-O"MIN.BELOW FINISHED GRADE ---• - -..- v -y:`- - -'--- .- - HIN6 CATCH BASINS E DIFFUSION UAL, ON OTHER POOLS. FOUNDRY, at Greenport, Town of Southold .. *~- - • - ,. _ _ PAT.NO.I16'I0 OR APPROVED£Q El El 5.USE 4"PRECAST CONCRETE COVER SET 1'-0" W MIN-BELOW FINISHED GRADE ON OTHER POOLS GROUT AROUND PRECAST DOME AS CONCRETE CURB 4000 P51 GROUT AROUND ENTIRE PIPE OR APPROVED � E�GEMENT Suffolk County, New York ' II SEE SCHEDULE FOR w EXPANSION JOINTS 20' 0.0. ENTIRE PIPE - REINFORCING = ❑ _ _ APPROXIMATE LINE OF -11 L) DETAILS EXCAVATION _ '' - w CONCRETE CURB ` '-- - 2 � WEEPHOLES W @ 101-Du O.G. AST STORM BACKFILL WITH LONG ISLAND =-.11 NTS MFG.BY SUFFOLK UAL. B_II 8 6" ABOVE GRADE W PREG sT sroRM DRAT RISUFN&S A5CEMENT County Tax Map District 1000 Section 035 Block OI Lot 25 BANK-RUN SAND GRAVEL 7,[ I-° 611 CONCRETE PAD WITH DRAT RINGS As DRAINAGE / MFG. SUFFOLK GEMENT OR PIPE f � MAP PREPARED JUN. I Q, 2012 6x6 WELDED WIRE DRAINAGE A VED EQUAL- F PIPE u, Record of Revisions TOP501 L 4 SEED ALL > _ CONTRACTOR SHALL SUBMIT SHOP DISTURBED AREAS Q FABRIC Jim- _��' DRAWINGS FOR SHORING WHERE SIZE VARIES EXISTING CONDITIONS LIMIT WORK FIN. GR. -�, RECORD OF REVISIONS DATE II � I _ - d ? GENERAL OCT. OI, 2012 EXCAVATION AREA. � � It= 'I f I( —� 24 T ? ❑� r�PNFRC I MAR- 06 2013 �T ' l 11 I il11 o II 3=� +r a s 11 1V, L X 11 I,E Ix611�1 I,L �LIM 5I �o❑❑ 1)nlnErz��2n11n112 UTILITIES FROM MARKOUT APR. 12 013 ° 5 2013 a o \. moo❑ r� b®�D UNDER(SROUND UTILITIES FROM MARKOUT MAY 10, 2013 _- - 11 1 M'JUL,AY 210, 2013 !=1 • 'T: :> \, 6RouND WATER GENERAL OCT- I8, 2013 - - f -_�-• r�ROUND WATER JAN. 28, 2014 .�..�-_74 -,.,w- r -r - - i- - E?1 1-11 r r"' r i , MULTIPLE F n FEB- 12 2014 =�, e-II �L ' II-III !i \ MULTIPLE 1�Z MAR Iq, 2014 ' l0'-01 \, SCHEDULE 12" COMPACTED SA 'B'VARIES SEE \ 12" -- ND 6 TYP I GAL LEACHING POOL, TYP I GAL LEACHING POOL, GRAVEL LEACHING GATGH BASIN LEACHING CATCH BAS I N REINFORCED CONCRETE RETAINING WALL (SANDF I FFER LANE) CONCRETE SLAB DETAIL OR DIFFUSION WELL OR D I FFU51 ON WELL -105 Scale: AS SHOWN NT5 NT5 NTS NTS DWG NO. 2012-0155 02QI0_210 2_0133_slteplan 6 OF 11 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY HSA VIOLATION OF SECTION 5 SHOWN HEREON OM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPAREDED OF THE NEW YORK STATE EDUCATION LAW.(G DISTANCE H FR AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEq UENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York 11401 tel. 651.727.2305 fax. 651.727.0144 adm in0youngeng ineering.com Howard W- Young, Land Surveyor INSTALLATION REQUIREMENTS Thomas G. Wolpert, Professional Engineer WATER SYSTEM _, Douglas E. Adams, Professional Engineer UNDISTURBED - -„ '_y=' Robert G. Tast, Architect SOIL =- ff GENERAL VERTICAL DEFLECTION b eNo a a c I•I” I'-a^ z'-o" 3'-0" UNDISTURBED 1 . THE CONTRACTOR SHALL CONTACT THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES—OFFICE -3° 3'E" UNDISTURBED SOIL SOIL 01, OF WATER RESOURCES, WATER QUALITY UNIT (853-2250) AND THE SUFFOLK COUNTY WATER AUTHORITY PLAN 5ecT1oN (563-0203) AT LEAST 48 HOURS PRIOR TO THE COMMENCEMENT OF ANY WORK- BITUMINOUS COATED I/1117 STEEL RESTRAINIW.ANCHOR ROADS 2. WATER SERVICE . TO NEW BUILDING ADDITIONS WILL BE INTERNALLY PLUMBED. rz-REQUIRE°' HORIZONTAL DEFLECTION urND a1111, 3. CONSTRUCTION OF THE WATER DISTRIBUTION SYSTEM SHALL BE IN ACCORDANCE WITH ALL APPLICABLE I1. IIO" a - REQUIREMENTS OF THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND THE SUFFOLK COUNTY T WATER AUTHORITY. 3' h UNDISTUR = t- -- -•-. - BED- SOIL a UNDISTURBED . r SOIL MATERIALS- ELEVATION SECTION 1 . ALL WATER MAIN PIPE FROM THE EXISTING WATER MAIN OF THE SUFFOLK COUNTY WATER AUTHORITY TO 10' DOWNSTREAM OF THE METER VAULT SHALL BE CEMENT—LINED, DUCTILE IRON WATER MAIN AS MANUFACTURED BY U.S. PIPE & FOUNDRY, GRIFFIN PIPE PRODUCTS CO., OR ATLANTIC STATES CAST IRON PIPE CO. , IN CON— FORMANCE WITH AWWA C151 -81 , C104-80, OR LATEST REVISION. THE INTERNAL DIAMETER OF THIS PIPE SHALL V4ATER MAIN THRUST BLOCKING BE AS INDICATED ON THE APPROVED PLANS- ALL PIPE SHALL BE CLEARLY MARKED AT THE FACTORY WITH THE NTS SIZE AND CLASS OF PIPE, MANUFACTURER'S IDENTIFICATION, AND SHALL BEAR THE APPROVAL OF THE NATIONAL SANITATION FOUNDATION FOR POTABLE WATER. 2. THE PROPOSED PIPE FROM 10' DOWNSTREAM OF THE METER VAULT SHALL BE SDR 18, CLASS 150, POLYVINYL CHLORIDE (PVC) PRESSURE PIPE CONFORMING TO AWWA C-900. THE INTERNAL. DIAMETER OF THIS PIPE SHALL BE AS INDICATED ON THE APPROVED PLANS. ALL PIPE SHALL BE CLEARLY MARKED AT THE FACTORY WITH THE SIZE AND CLASS OF PIPE, AND MANUFACTURER'S IDENTIFICATION . WATER MAIN 3. ALL VALVES, ELBOWS, TEES, AND CURBSTOPS WITHIN THE DISTRIBUTION SYSTEM SHALL BE CAST IRON, 6" GATE VALV MECHANICAL JOINT, CLASS 250 FITTINGS AND SHALL CONFORM TO AWWA C-110. FITTINGS SHALL BE 6" HYDRAN BITUMINOUS COATED OUTSIDE AND CEMENT—LINED INSIDE. CATIONS AND SHALL CONSIST OF CLASS B, 2500 PSI , 4. THRUST BLOCKING IS REQUIRED AT ALL FITTING LO "} CONCRETE- - 5. DUCTILE IRON PIPE SHALL CONTAIN MECHANICAL JOINTS, IN ACCORDANCE WITH AWWA (C-600. PVC PIPE SHALL CONTAIN INTEGRAL BELL AND SPIGOT AND JOINED WITH RUBBER SEALING RINGS. THE JOINT DESIGN SHALL MEET THE REQUIREMENTS OF ASTM F-477-76 OR LATEST REVISION. RUBBER SEALING RINGS (2) - 3/4" S SHALL MEET THE REQUIREMENTS OF ASTM D-3212. THE JOINT DESIGN SHALL ALLOW THE PIPE TO EXPAND, SHACKLE RODS CONTRACT AND DEFLECT. THE GASKETS SHALL PROVIDE AN ADEQUATE COMPRESSIVE FORCE AGAINST THE CONCRETE THRUST BLAPPROVED BY SEALING SURFACES OF THE BELL AND SPIGOT TO FORM A FLEXIBLE AND WATERTIGHT SEAL UNDER ALL OC COMBINATIONS OF JOINT TOLERANCES. NO SOLVENT WELDS SHALL BE ACCEPTED. THE JOII'' TING OF FITTINGS GAPPEDW/GONG. PLANNING BOARD VISION. GROWN To SHED SHALL CONFORM TO AWWA C-111 -85, OR LATEST RE WA,-;=R TOWN OF SOUTHOLD 6. HYDRANTS SHALL BE SAFETY FLANGE TYPE HYDRANT, AS MANUFACTURED BY MUELLER, CO. (CENTURION 200) Q� 4 1/2" PUMPER NOZZLE CLOW EDDY (NO. 2640), OR APPROVED EQUAL. INLET BRANCH SHALL BE 6 INCH, CEMENT--LINED DUCTILE IRON 6" HYDRAN DATE PIPE. HYDRANTS SHALL HAVE ONE 4 1 /2 INCH PUMP NOZZLE AND TWO 2 1 /2 INCH HOSE NOZZLES. �(2) - 2 1/2" HOSE NOZZLES 8"� GALV. STEEL PIPE. PILL W/CONCRETE 7. WATER SERVICE LINES SHALL BE TYPE "K", SEAMLESS COPPER TUBING. WATER SERVICES SHALL INCLUDE CORPORATION STOP, PIPE SADDLE AND CURB STOP. ALL COMPONENTS SHALL BE AS APPROVED BY THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. ALL WATER SERVICE LINES SHALL BE ONE CONTINUOUS, COPPER LINE FROM THE CORPORATION STOP TO THE CURB STOP. SERVICE CONNECTIONS (CORPORATION STOPS) GROWN TO SHALL INCLUDE A SERVICE CLAMP, OR SADDLE. SERVICE CONNECTIONS SHALL NOT BE TAPPED DIRECTLY INTO A SHED WATER PVC WATER MAIN. PIPE DOPE, SOLVENTS, OR OTHER SOLVENT WELDS SHALL NOT BE USED IN MAKING SERVICE \�\�\ CAST IRON CONNECTIONS TO PVC WATER MAINS- THE SIZE AND LOCATION OF WATER SERVICE LINES TO EACH COTTAGE AND TO VALVE BOX THE APARTMENT BUILDING, HEALTH CENTER AND COMMUNITY CENTER SHALL BE AS SH OWIN ON THE APPROVED PLANS. ENGINEER'S CERTIFICATION I5"0 GONG. FOOTING 8. ALL IRRIGATION LINES WILL REQUIRE APPROVED DOUBLE CHECK VALVES (DCV). CONCRETE ;<a THRUS 9. BACKFLOW PREVENTION DEVICES (RPZ) WILL BE REQUIRED AT THE APARTMENT BUILDING AND HEALTH/COMMUNITY BLOCK WITH THE REQUIREMENTS OF THE SUFFOILK COUNTY DEPARTMENT GRAVEL CENTER AS REQUIRED BY AND IN CONFORMANCE W (2) 3/4" STEEL F HEALTH SERVICES AND THE SUFFOLK COUNTY WATER AUTHORITY- . SHACKLE KLE RODS O HYDRANT DRAIN (CLEAR FR THRUST BLOCK) 6" GATE VALUE L BE AS SHOWN ON SUFFOLK COUNTY DRAWING DT-201 . �,� � �. 10. WATER METER VAULT(S) SHALL TY WATER AUTHORI '`- HOWARD W. YOUNG, N.Y.S. L.5. NO. 450g3n 3 THOMAS G. WOLPERT, N.Y.5. P.E. NO. 61483 BOLLAIRD DETAIL DOUSLA5 E. ADAMS, N.Y.S. P.E. NO. 808x7 m INSTALLATION SIRE HYDRANT n' NTS NTS M NI LED IN ACCORDANCE WITH AWWA STANDARDS AND THE 1 . ALL WATER MAIN AND SERVICES SHALL BE INSTAL N SURVEYOR'S CERTIFICATION N RECOMMENDATIONS OF THE PIPE MANUFACTURER. onnU,--goal. M 2. A CONTINUOUS AND UNIFORM BEDDING SHALL BE PROVIDED FOR ALL WATER MAIN PIPE. BACKFILL MATERIAL SHALL BE FREE OF ALL LARGE STONES AND SHALL BE TAMPED IN LAYERS AROUND THE PIPE AND TO A ry SUFFICIENT HEIGHT ABOVE THE PIPE TO ADEQUATELT SUPPORT AND PROTECT THE PIPE. `.STONES SHALL BE4�k#� N .f' f 6�• L S` REMOVED FOR A MINIMUM DEPTH OF 6 INCHES BELOW THE BOTTOM OF THE PIPE. ' O 3. ALL WATER MAINS AND SERVICES SHALL HAVE A MINIMUM COVER MATERIAL OF 54 INCHES AT FINAL GRADE. ' O'i yy 4. FITTINGS SHALL BE FURNISHED AND INSTALLED WHERE INDICATED ON THE PLANS OR OTHERWISE DETERMINED RE UIRED. IN NO CASE SHALL THE DEFLECTION OF JOINTS EXCEED 4% OF THE INSIDE DIAMETER. I-I/2" WEARING COURSE TO BE Q HOWARD W. YOUNG, N. 5. THRUST BLOCKING IS REQUIRED AT ALL TEES, BENDS, AND HYDRANTS. CONCRETE SHALL BE POURED AGAINST 2-I/2" BINDER COURSE ,"'1` , 3 ,-. -- - UNDISTURBED EARTH. _ ., _ = 6. WATER MAINS SHALL BE INSTALLED AT LEAST 10 FEET HORIZONTALLY FROM ANY EXISTING OR PROPOSED ' � " = _ _ 6" RECYCLED CONCRETE BASE SANITARY SEWER. WATER MAIN CROSSING SEWERS SHALL BE A MINIMUM VERTICAL DISTANICE OF 18 INCHES- '._..��: ±' LI CARE COMMUNITY XP N510N IN CASES WHERE WATER MAIN CROSSES BELOW A SANITARY SEWER, THE SEWER PIPE SHALL BE SDR 18 " II I PRESSURE PIPE FROM MANHOLE TO MANHOLE. FEGON10 LANDING AT 5OUTHOLD I ' b" 5TABILIZED SOIL BASE at Greenport, Town of Southold Suffolk County, New York a N N TESTING DETA I LS I 0 1 . ALL WATER MAIN PIPE SHALL BE PRESSURE TESTED AND LEAKAGE TESTED IN ACCORDANCE WITH AWWA STANDARD C 600-82, OR LATEST REVISION. A5FHALT PAVEMENT SECT ION County Tax Map District l000 Section 035 block of got 2s MAP PREPARED JUN- 14, 2012 a 2. ALL WATER MAIN PIPE SHALL BE DISINFECTED IN ACCORDANCE WITH AWWA STANDARD C651 —86, OR NT5 o Record of Revisions LATEST REVISION- THE CONTRACTOR SHALL FLUSH THE MAIN THOROUGHLY BEFORE DISINFECTION WITH RECORD OF REVISIONS DATE CALCIUM HYPOCHLORITE, HTH, OR APPROVED EQUAL. CHLORINATION SHALL RESULT IN A CHLORINE GENERAL OCT. 01, 2012 RESIDUAL OF AT LEAST 50 MG/L. FOLLOWING A 24 HOUR DETENTION PERIOD, THE MAIN SHALL BE rENERAI MAR 06, X01 UNDERSROUND UTILITIES FROM MARKDUT APR. 12, 2013 UNDER(SROUND UTILITIES FROM MARKOUT MAY 10, 2013 FLUSHED AGAIN. rENERAL MAY 25, 2015 r ENERAL JUL. 10, 2013 OGT. 18„2013 6ENERAL 8 2014 MULTIPLE FEB 12 2014 MULTIPLE MAR 14, 2014 a Scale: AS SHOWN r JOB NO. 2012-0155 DWG. g7o240_2012_0135_s[top Ian 7 OF 11 0 J a (1)UNAUTHORIZEDELL ALTERATION OR ADDITION TO THIS SURVEY ISA VIOLATION OF SECTION THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATEDTEDHEREON SHARUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPAREDED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM 0TH 400 Ostrander Avenue, Riverhead, New York IIQOI �"� tel. 631.'12'7.2305 fax. 631.72'7.0144 7admin@youngengineering.com of o,410, ymq Howard W. Young, Land Surveyor Thomas 0. Wolpert, Professional Engineer Douglas E. Adams, Professional Engineer Robert C. Tost, Architect NOTE ryomtyq+d-alomoy I. EXISTING WATER SERVICES ARE 5HOWN AT A IDEPTH OF 54", ACTUAL LOCATION TO BE VERIFIED IN THE IFIELD. 2. EXISTING 6A5 SERVICES ARE SHOWN AT A DIEPTH OF 36", ACTUAL LOCATION TO BE VERIFIED IN THE IFIELD. TOP OF 8" FIRE LINE TOP OF GA5 LINE EXI5TIN& GRADE EL=24.46 @ 5'4" - EL=30.70 m INE BELOW FIN.GRADE BELOW FIN. GRADE - \\ EXISTING GRADE __ i W --------- - PROPOSED GRADE w TOP OF GA5 LINE \ EL=28.83 ® 36" __ 18" STORM BELOW FIN.GRADE _--- 146' 8"� 5DR 35® 0.400% _ 4 SEWER PIPE N _ iNl-SMH#1.16.5 IE=23.6'7 _-- lU 162' 8"0 SDR 35® 0.40096 -__ STA 5+24.4.7 5DR 35 ® 0.400% IRI = N-SMH#1.16.2 IlE=27.55 W N-SMH#1.16.1 5TA 3+25.55 IIE=2-7.43 S,E RIM=33 SMH 1.16. 5TA 1+61.44 RIM=33.3 RIH=33.40 0=26.45=26.45 5 5 IE=26.55 E IE=27.99 N [E=-:25.-TO 5 IE=24.95 S,W IE=;25.80 N IE=25.05 NE 18" STORM SEWER PIPE IE=16.10 a DATUM ELEV DAYU,V ELEV 15.00 15.00 mLA m ° Nry � � mm mm NN � � Nry N " APPROVED BY m mm mm mm m m m 0+00 I +00 2+00 3+00 4+00 5+00 5+24.47 PLANNING BOARD TOWN OF SOUTHOLD SAWN I TARRY SEWER PROFILE DATE INDEPENDENT LIVING UNIT /� d-T- HORIZ.ONTAL 50ALE: I11=50' VERTICAL SCALE: 1"=6' ,W NJ ENGINEER'S CERTIFICATION -^oml�gouuy J E� 69// �,�(..,. Goy �.;; ti•�' HOWARD W. YOUNG, N.Y.S. L.S. NO. 45843n THOMAS C. WOLPERT, N.Y.5. P.E. NO. 61485 DOUGLAS E. ADAMS, N.Y.S. P.E. NO. S0S4-7 EXISTING GRADE PROPOSED GRADE SURVEYOR'S CERTIFICATION N 18" STORM SEWER PIPE GONG. IE=23.61 WALL SDR 35 p 2.000% a 5DR 35 ® 0.400% Ike, 8"cp 5DR 35 ® 0.400% N-CST#1.13.5 Q 153' 8"4P SDR 35 ® 0.444% HOWARD W. YOUNG, N. L.5. N 45883 RIM=24.30 IE=24.31 N-5MH#1.13.4 5TA 5+8420 N-5MH#1.13.3 RIM=28.40 STA 2+'112STA 1+ 3 1.13.2 N-SMH#1.13.1 IERIM=2800 5TA 0+00 =22.0"1-N RIM=28.50 STA 1+5. IE=20.0'1-W IE=14.52-N 00 IIE=18.45-W RIM=2.7.00 E=14.4-1-5 IE=14.42-E IE=18.85-N IE=18.17-S LIFE CARE COMMUNITY EXPAN5IO7N I E=I a.0-7-E PECON 1 G LANDING AT 5OUTHOLD DATUM ELEV at Greenport, Town of Southold DATUM ELEV 10.00 Suffolk County, New York 10.00 N m m m m r 00 o o p m `co Wr° cm N r 00 r SA<N I TARRY SEINER PROFILES In i m � mN m � mry Cn Nry NN Nry NN N County Tax Map District 1000 Section 055 Block OI Lot 25 3+00 2+00 1+00 0+00 4+99.72 4+00 MAP PREPARED MAR. 19, 2014 SANITARY SEWER PROFILE Record of Revisions SPECIAL NEEDS FACILITY RECORD OF REVISIONS DATE HORIZONTAL SCALE: III=30' VERTICAL SCALE: I"=II MAY 9 9 2914 II. f` Scale: AS SHOWN JOB NO. 2012-0135 DWG. Q70240_2012_0153_slteplan 8 OF II I (1)UNAUTHORIZED ALTERATION OR AUDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRS OR SUBSEQUENT OWNERS (5)THE LOCATION OF WELLS(W).SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA DETAINED FROM 0TH UCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTION 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 651.12-1.2505 fax. 651.127.0144 1 GO ///// // / / 0,554 / Y FRAME38, /29.82 _ admin@youngengineering.com AGE 1 1 01§ 3 // / / 37 27 / COTT3.36 +39.47 / J T +38.30 \ 3�3/38.54 29 5 N j Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer 01 +38.94 j 2 92� / Douglas E. Adams, Professional Engineer I/ / / / / - vrJ NYSDEIS REGULATED /FL-A& I Robert G. Tast, Architect URIV -38 \ / 39 / / $N m � FRESHWATER WETLAND -i-0 / / BOUNDARY AS VERIFIED BY D.LEWI5 AND / / z7.B, e/ K.JENNIN65 ON 2/10/14 +37.73 e `� /_ //_ 7 _FLAG 2 GO // J /36 / // 5 i j WPU�i 26.69 2 I V \ +37.32 / ///, 'L / "U•� PSPHPE e I / II It n1 2 32 1 37.53 2643 \ +3.fiB Tyo 5 27 8 \ O FRESHWATER / - /� 1 \ \ y � 37.4 -ss- 25 B WETLAND 30.1, / 29.25 \ ` A 28.98 ` N 26.5 26.6 \ -\--\- �\ "J O /l 18 / / 29.03 r8.75 4 � +36.50 / / ,� / / 1.52 /�-� - / / \ \ �`` �1J \J `\ \ qq,,,, \ \-\-_\•- +3.4 /I/ • I / I 8.05 \ 653 Q� 30.73 /h/ +�5 30.78 +30.33/ +3677 / �- / / / 0.96 _ 29.'81 / +2].60 / 26.97 28.38 ) 1 B 29.fi6 / 795 26,96 / / +28.3 / 26.5 76.93 \ 31,14 / / / 29.92 28.64 28.39 +30.64 / 2863 28.45 / 27.58 / 3S RIM=25.39 0 W/SENNIS / _�.ee 65 I ,C F.' Q' 37.72 2960 29/ 11 IE=21.2 WO'oA BN'CR0u5 / z7.9B .4 ._ ���V I I / / / 28 05 / 26.18 : 5.39 I W GOUFT rj 9.17 J ,P ' �* T +28.47 C, r, \ I / / 28.21 / 26.31 - 26.61 / �� \ ( \\ / / / 1'311 -.fi2 ,(QVC 30.54 29.5, 27.70 z� / \+26.09 \ \ -.. OC11-L' 29.23 Jt �O O / r� 76.41 s - _ +25.86 26.76 :`s9.18 I / / / -I / \.,: 30 1 +28.84 +27.57 /, 7 25.29 \9( Sl\ ISI VQQ, 26-5D / 4' / 24.54 24.40 E-CB 2.19.0/ ASPHALT AVEMENT 26-2 / el„ // / I RIM=24.1/ {(.' X9.30 / / +29.76 292-1/ // - X25 I \/ / +30.41 " + 83 ` I I l 29.89 29.43 - 28.90 _a \ \ J I I :I / / / ,°25.42 I I tTZE.85 1 / �' 0 25.64 I I II I /�O 30 70 28.53 S -. IE=21.10 18 W W 25.97 27.73 27.13 I I / T:";"= .f.-=:_, ._T' --, _ / // BkNSH /- _ - / / •yy� I ' I -262 4D / 0 16 �:9e I II 931 / \� GN E-y1CB 2. 1 "•u�'`. I C / / / 9R \ \ '�� RIE=2087 E - w� - 27.66 I / 29x13 8.44 / E=20.74 26.86 27.92 �hz6s9 27.15 \ UC 1'71 ��- R =u =Y.s -y. 9.38 \ I 97 4 \ +26.79 26.90 069 tl7�187� 'TYT'S"36./13' / / 31� -- / :T :_� I / \ / ,8 of E-CB 2.14.1 \ -,_(v _ s9. .�"� 1 la 36,21 / / / //"��" �' - -" -- - TV--��/•y / \3 ASPF ALT PAVEMENT 3,02 RIM-30.12 --�\,.- �_` " 27.9 \ \ -Y _� _ 27 43 27.07\ VA--f / / 32.54 '2337.$1: / 1 1 E-CB 2.14.0 CB 2.5. - _�^- \2g _ 27 27.x6 / ASPHALT PA ENT RIM=30.04 _ %-`- � '-, _ RIM=16.69 `! - 35.83 ID89 .40 � r �_' -`\ \ 129,45 / \ E-20.. X, ,N� _L 28.27 \ CONC.- 120. ".., �7 93 27.50 ONO 1 1 IE=20.64 S - 8.31'-`„;_ 1'` 27.13 27.82 \ ( I I I C''„ 4 \--§ R� \ 28.07 307 }} ���77 3358 la-K 30.2 20 L - �_ZB.62 \ II APPROVED BY 32.441 SII 510 `l� '"3.8.3� 1GC1 \ 27.76 tt} / ✓��\ \ \ \ -\l��\ �51C �(y'CF' J 30.3 28.89 1 2].49 \ V 2 OS T 1)11 +37.60 28.81 - -,�_ ( 27,71 __ _ _ _.._�1= 28.82 35.98 I J 4 i +36.62 � yy - _ 58 )'I +35.1F9 -p- -'�� \ \:, 28.57 _ 1 30.87 / 1 28.94 l 7>; ti - / Q PLANNING BOARD �.-/ C1 29.92 0.2 '.\ 2].ES _ - _ _ +� - I5// 3139 / / 2{9.1 \ _�9 \ /.,- $ FNS- 20.08 +37.75 / / / �_ // / ' E-CB 2:1 J. 1 1 sq,.33 228,16 7.97 28.58 AT I'� T 32.277 31.2 3�� 1I RIM=28.,161 0.84 11' E 29.36 \ - �' _ ."38.21_ 30.85 TOWN OF SOUTHOLD IE=20.39 N '(RS 3\27 \ 8.23 _ 29.76 - iE=20.46$ 036 ` 22994 9,51 29.48 "-2836 Z8;32� .45 I 1 3 // +t �nn `- / 29.19 1� / / 2917 v� ` 29.77 29.95 3 DATE ! - ;�n Q 30.05 51GN 29.55 ^, 29.46 29.'I'� 29.62 32.63 \ 1 \ - 3!7.18 30.39 31.18 0.63 I \ -- 0.02 29.84 3h.28 / \ 29.96 30.29 31,44 +31.56 30.1 1 7+ / 29.84 9 29.95 2 / 32.98 +3144I / -_- �;.r / \ 21`Ba 30.71 \ 30 01 29993 30.93 $; 35.66 'j 35.64 31151 +3172 I y fpm 30.14 `30.44 0.53 30.62 30.72 9` �a 98 �^-1 30.08 30.13 30.16 5.75 ), III \ \ I 31.17 +31,1 I d , I C, +30.52 313 I 30.22+ //- 'I V 1 \ \ 31.03 1.44 / 30.31 \ t I / !�'A 30.23 , .C1 30.79 0.51 30.60 •� 1 Iil 33.84 \ IE-CB 2.1'1.2 �1.7� 3039 ' 1 \. � ffi 35.30,;'I I / RIM=31.03 = _ 1 f( 23.49 _ 30.73 I B i29.cL50 I /" 30.75 G� TO BE V.I.F / 19 1 f I 0'6 30.45 GON 35.29 11 tl ( I ' j I J 30.80 III 8 I I \ y1.65 V >i 31.18 D.94 I 30.92 ENGINEER15 CERTIFICATION 31.33 11 29.98 B`i, I1+34.80 ili 32.88 I 1 0.85 ! 34(it, J \ 34.64 ' 32.51 30.0 34.42 `. M.51 lill O 29.43 - fs ` .324; 1 M] G _ 30.62 30.50 7 Iii 34.2 kk" 29.77 + - \\ 30,55 }>" 11{ •8\ / 32.03 ,31.42 l I \ 30.35 30.49 \ 34.13' \ 0.18 0.55 \ E-CB 2.12.0 30.19 �\® p� 1 ` ,• § 11••1 \- 33.60 3.56 I I / l"I RIM=28.27 \ 3045 HOWARD K YOUNG, N.Y.S. L.S. NO. 458g5n 33.92 l Y -11„i 33.39/ 1.558 1 / 28.66 IE=20.29 N.S 30.58 \ -- 8.2 IE=24.15 W - i 29.75 "•l \ / / a5 30.43 '�+29.Ofi 30'69 - _ THOMAS G. WOLPERT, N.Y.S. P.E. NO. 61483 F I u«, 385 `a °---29.05 O A,•'` 3 I E-(CB 2.12.1 - - 'm.., O 33.45 J �} � moi,•, l • -� �SMH 1.16.032.86 EM=7.s as E "° *7.9," DOUGLAS E. ADAMS, N.Y.S. P.E. NO. 808x7 0 33�a \RIM 33.39 + 29.23 \ / \ 31.11 �,1m' -- /' I IE==26.42 N 31.67 I IA `1E=2799 N - +'1 3320 rye`' _=1 I=2495$W / / ) 931.47 )7 / 30. // i• \ \ - / TION 33.39 32.]3 29.49 29:44 - 15 OER c, It,t iy,33.03 ) _�( ---\ , \�� f / /;I- 5URVEYOR F I C § 33.28 33.02 / '',',I` 'Sry 31.30 / 30.2530.50 0 ( I. +29.52 DMH - 30.8 I + O _ � 29.76 1 TS7r5�'T V" 1� g \ _ \ 1 \ // / \ I I / 33.55 ASPHALT PAVEMENT 1 \ J \It \ \ \ +30.26 y�" \ M33.13 - § ^Y' l M 9� ..✓_ ��§ \ \ 31.62 \3J _ \ 30.03 I I � k+ ^" S1 t.�.�rl" • e'y. NI `1`3� 30.01 29.15 + = a f P 1, 54 / \ +265fi ve 110 33.08 3308 `,1,`'i- \ \ \ 31.31 \ / / +32.47 ,j °eA \ \\ 4 �0�_ - / 29.98 r 7e0 t ` 41' P"' t1 30,04 . +29.52 + 29.93/33 29.39 r^r, _ ggtl - }p� O 29.73 9.83 1 y VA 1 \ \ / I 31(87+- \ \ \ 28 77=3!' \ 26.99 \ - 1 \- \ 3336 / \ \ Qt \ + +/8.8 33.34 MH$ 27 sD 28.71 _ _ 5 +8.56 i463IE=19.2 20.69 BE I.F. +18.87 NGr, N/. L.S. N 45813__ fOVcRI�) WYOU �/ \ 1 \ \ +'\V +27.64-T 7 -.� /7'� �+zs.e4 ext= 4120 + \ \ \ `-� _u '54_ .2 - � X11: 32.91 \ 31.43- ) I / 4 65 / F v D z1u 32.07 `< ` / £M / 29.57 \ / 26.96 / Ji q _,19 \ \ 1 / - � / 26.56 21, i S5 61 '/ / 3,64 •24.26 33.50 \ / ��`�f, ,26.37 / ``• 1'\�;1 \ \ \ , // / // I - / 25.52 %ry5'-F- /1 -23.56 LIFE CARE COMMUNITY EXPAN51 ON \, +32.79 ` - 3 1.58 \ +31 17 26.51 -� - �. CON 1 G LANDING AT 5OUTHOLD 37.17 187' ®0�4�7x _�s F.,-._.��9=_ �-'�` �5 t2-. SMH 1.13.0 33.29+.- .... .._.e.,./_.�„ @-^ C 1, SMH 1.14.0 I / / / /l } h j \ E=17.56 W _���._v,....-•- J RIM=31.17 3.31 _ -�a• ._ .... - IE= 18.69 W / / 1/\ ', 7.82 31 sa'+ 1= '� �. ,r u•. ...`f \ \ IE 18.59 E� / / / / / +s 1 2.79 \ MH#2.10 s1 (J'•°° / TO BE I.F. `- RIM=24.65 \ \ at Greenport, TOWn of Southold IE=18.79 W + SMH 1.15.0 11 \; fyVF ,F7^ 1/ IE=13.48 W Suffolk County New York 33.00 / / TO BE V.I.F. RIM=31.24 IE=24.29 N E IE=20.19 S,E 77 _ � 3.16 130.57 //- 22 CONDITIONS PLN /t XISTING titi$ , 22 _32.04 3 _ 25/ / /N p + +3D.7/ - County Tax Map District 1000 Section 055 Block OI Lot N 31.74 /_§/ / / tiN /'• / - / _ IN y \ / MAP PREPARED OCT. I8 2 , 015 / 21.42 ' - QO.Q$ 111 \ _r 30.24 ) +31.30 +30.76 +30.51 _ J `�' 28.96 i \ / d \ 30.091 + 0 0 �„ -;;� -,.•� ...3j� / - / . � � /� - Record of Revisions Ing RECORD OF REVISIONS DATE OL X31- / I / 20.2E /; /-l _ 3G.n_ / i>=f`E al JAN 28-201 lily ` _ zfisa� /. �F=� - A 1 30.17. _3D- / ' / / FEB. 12 2014 - MUI TIPI F !` ZO.27 i MAR lQ 2014 MULTIPLE E I III 1 / +29.55AAA / / / // ,•'/,` _/' / 29.30 Iddli / /29 +28.60 9.29 / 21.53' /l f ► / +2872 : 21.27 40 0 20 40 80 120 I +29.47 / j - n Scale: I" = 40' } 28.677 -i't 1 J / ry$/ / / m ` I 1 29.18 I / - ,I O 28.28 -°� 217 + \ +26.21 / //22.7,' + OF I1 JOB NO. 2012-015 wC 28.34ui_- 7 / ; ; I n DWG. a702g0_2012_0153_topo p [$MH 1111 \- - J .(1,I28.54 I- / \ +27.91 (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York I1,101 tel. 651.727.2305 fax. 651.727.0144 cjclrnin@youngengincering.com 411'q 4l V / Howard W. Young, Land Surveyor Thomas G. Wolpert, Professional Engineer N Douglas E. Adams, Professional Engineer Robert G. Tost, Architect � GO Tp STORY FRAME CO-9 ACE a L / LEGEND S J = EXISTING LIGHT TO BE REMOVED ' 11 NY5DE0 REGULATED FLAG I FRE5HWATER WETLAND - V = EXISTING DRAINAGE/SANITARY SEWER BR�SN BOUNDARY AS VERIFIED 2) (A STRUCTURE TO BE REMOVED �RETA I N I NG WALL BY D. LENNIS AND j �P I ASPHALT WALK TO K. JENNIN65 ON 2/10/14 BE REMOVED = EXISTING TREES TO BE REMOVED LIMIT OF CLEARING, GRADING AND GROUND I GD Tw=27 39 ` DISTURBANCE =FLAG 2 Gj ' aw,26 63 T wp`K r-----0 ' jw,2 99 pSPNP� 1 Bw.2g 62 ' 1W-29 94 DEMOLITION NOTES \ FLO t4� ...���''' Tw.3°•3\4 + �I u ` I. THE LIMIT OF DISTURBANCE SHOWN HEREON 15 APPROXIMATE AND BR�sN aw=27'5 i =� BASED ON THE PROP05ED IMPROVEMENTS AND THE PROPOSED 1( \�� TENNIS COURT m ` FINISHED GRADES. THE ACTUAL LIMIT OF DISTURBANCE MAY VARY �� GPe Bis 3$ FENCE: TO BE \ UPON COMPLETION OF ALL CONSTRUCTION ACTIVITIES. Q� o REMOVED 2. EXISTING ASPHALT PARKING AREAS, DRIVES AND CURBING WITHIN THE LIMIT OF DISTURBANCE SHALL BE REMOVED TO ACCOMMODATE n o� THE REVISED PARKING AREAS AND PROPOSED GRADES. f� NNIS CO�R� ITHIN THE I7 OF I REQUIRE PARTIAL OR TOTAL REMOVAL BASEDON PROPOSED BANOE Y ROPOED IMPROVEMENTS, FINISHED GRADES AND TEMPORARY ACCESS REaU I REMENT5. 6pGsy/ 4. TEMPORARY WALKS/ACGE55 TO BE PROVIDED DURING �� ' CONSTRUCTION PHASE. TENNIS COURT °°ns CONTROLS I$ 5. UNDERGROUND UTILITIES WITHIN THE LIMIT OF DISTURBANCE MAY REQUIRE REMOVAL AND/OR N / RELOCATION. O . 6E07HERMAL LINES TO BE REMOVED oil 6. EXISTING TREES WITHIN AREAS THAT ARE TO BE GRADED ARE SHOWN ON THI5 PLAN AS TO BE REMOVED. A FINAL DEGI5ION SHALL BE MADE IN THE FIELD TO DETERMINE IF ANY TREES COULD BE SAVED AND/OR RELOCATED. _ E-CB 2.18.0 N15 x w/ TEN 7. EXISTING SIGNAGE WITHIN THE LIMIT OF DISTURBANCE TO BE \000 �oNZR \ ` ' REMOVED AND RETAINED FOR FUTURE USE. RIM=25.39 ` ! ! iE=21.2 W COURj 0�5 IT �` } LIMIT OF APPROVED BY ` CLEARING, GRADING AND �G'o M GROUND AQP 'Y' PLANNING BOARD ` 1 + DISTURBANCE ASPHALT PAVEMENT i M= 41';° R \�`\/) �� TOWN OF SOUTHOLD 2F ;,III Y / DATEE-CB 2.17.0 1 RIM=25.42 1 I r IRI / :.� IE=21.20E 1 BRusH IE=21.18 w STORM EWER TO ` I I (1)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW.(2)DISTANCES SHOWN HEREON FROM PROPERTY LINES TO EXISTING STRUCTURES ARE FOR A SPECIFIC PURPOSE AND ARE NOT TO BE USED TO ESTABLISH PROPERTY LINES OR FOR ERECTION OF FENCES.(3)COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY.(4)CERTIFICATION INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND LENDING INSTITURON LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. (5)THE LOCATION OF WELLS(W),SEPTIC TANKS(ST)&CESSPOOLS(CP)SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. 400 Ostrander Avenue, Riverhead, New York IIQOI tel. 631.127.2305 fax. 631.127.0144 admin@youngengineering.com 1; tit! - - E-CB 2,.13.0 ENfRgTp ✓�/ j ' RIM=28..16 111=20.30 N HowarYoung, Surveyor W. YLand Sor It SF _ , ' IE=20.43 s " �� -- Thomas G. Wolpert, Professional Engineer Ar Douglas E. Adams, Professional Engineer . � REM E ALL ASPHALT �� �� msF �9 I FAV MENT AND GURBING 0� Robert G. Tast, Architect WITHIN LIMIT OF -� ' N D I STURBANGE N ` I, E➢8 IVI�lI _ LEGEND I II - 2 E -CB IgI 2.12.2 RIM=31.03 t at IE=27.49 CV41 TO BE ���� W.F.V.I. . S s F 1 = EXISTING LIGHT TO BE REMOVED I1 s = EXISTING DRAINAGE/SANITARY SEWER STRUCTURE TO BE REMOVED at `!l a !IN ` = EXISTING TREES TO BE REMOVED lit d!; iD ' DEMOLITION NOTES STORM 'l SEWER TO BE l9I I. THE LIMIT OF DISTURBANCE SHOWN HEREON IS APPROXIMATE AND ! REMOVED \ ` BASED ON THE PROPOSED IMFROVFMEN75 AND THE PROPOSED F. FINISHED GRADES. THE ACTUAL LIMIT OF DISTURBANCE MAY VARY C UPON COMPLETION E-CB 2.12.0 ` L OF ALL CONSTRUCTION ACTIVITIES. TIE-IN TO ryl RIM=28.27 , IE=20.29 N,S t 2. EXISTING ASPHALT PARKING AREAS, DRIVES AND CURBING WITHIN EXISTING __' IE=24.15 w ` THE LIMIT OF DISTURBANCE SHALL BE REMOVED TO ACCOMMODATE SRN I TARP , `} SM + I, E-ce 2.12.1 �_ ���� '� THE REVISED PARKING AREAS AND PROPOSED GRADES. ii SEWER 1.16.0 RIM=31.10 - 1� IE=26-44 E ���� 5. EXISTING SIDEWALKS WITHIN THE LIMIT OF DISTURBANCE MAY „l RIM= 3.39 IE=26-42 N IE=2799 N - REQUIRE PARTIAL OR TOTAL REMOVAL BASED ON PROPOSED IE=2 .95 s`w ` ' IMPROVEMENTS, FINISHED GRADES AND TEMPORARY AGGE55 ', REOU I REMENTS. 4. TEMPORARY WALK5/AGGE55 TO BE PROVIDED DURING o CONSTRUCTION PHASE. opt DMH_ e - - F• ; - NDERGROUND UTILITIES WITHIN THE IMI I I L T OF DISTURBANCE MAY ` REQUIRE REMOVAL AND/OR RELOCATION. ASPHALT PAVEMENT 4 f 1 i � � ••�,?,1 il'' ""1;i I; 'I��. ` ' i i 6. EXISTING TREES WITHIN AREAS THAT ARE TO BE GRADED ARE I SHOWN ON THI5 PLAN AS TO BE REMOVED. A FINAL DECISION SHALL BE MADE IN THE FIELD TO DETERMINE IF ANY TREES COULD 'p 'd `41, "P,� BE SAVED AND/OR RELOCATED. RIM=3110 44 E - )E,26 N j _ -T. EXISTING SIGNAGE WITHIN THE LIMIT OF DISTURBANCE TO BE 42 ` ` ._ �6=26' \`ire ' - = REMOVED AND RETAINED FOR FUTURE USE.qL - �4 1 APPROVED BY �, � '•.fit MH#2.11 ` PLANNING BOARD 1E i4t RIM=24.65 - 's' - �(� TO BE20 TO TO BE V.I.F. "°`� ��,,klu � � WN `rn`• ` OF SOUTHOLD SANITARY SEWER TO BE � o, 4. REMOVED Air AN �� 44 � ' W �v�i„arT t tl�' �► DATE APPROPRIATE TIME TO ENSUREzz MINIMAL INTERUPTION OF SERVICE. SEE SITE PLAN FOR = I NO. DATE REVISION �� PLANT SCHEDULE O0 ��P � KEY QUANTITY BOTANICAL NAME COMMON NAME SIZE/CONTAINER COMMENTS N S�6--�� TREES 1 STORY FR AME Ar 25 Acer rubrum Red Maple 2"to 2-1/2"cal., B&B COTTAGE 4 Cornus kousaKou g 1 wood 7' ht., B&B Multi-stem variety Vp 4 S p J / / Qr Quercus rubra Red Oak 2"to 2-1/2"cal., &B p 3 ,/:k, C flex o f A,paen 4't B& 5 M 1 M 3 j / // / IoM 1 Ilex opaca (male) American Holly 4'to 5'ht., B&B Sj 3 M Sj 3 Js 32 Juniperus scopulorum 'Skyrocket' Colorado Redcedar 4'to 5'ht., B&B P�� p 3 I ,.(4f• l ���� 5 Jv 2 Juniperus virginiana Eastern Redcedar 6'to 7'ht.,B&B a=' � �P 3 p 3 Ls 22 Liquidambar styraciflua American Sweetgum 1-3/4"to 2"cal., B&B I� QP ,,I lg ,,>,_, t ? 4 4 ..Q<.z \ Pa 1 Picea abies Norway Spruce 4'to 5', B&B \ 5 sr} E f ? kI,--f a ? f SHRUBS ? ?Si = b 5 5 Ig4 Off > hd F a>b Bd 34 Buddleia davidii Butterfly Bush #3 cont. Vp O a 4 ? f fI. ak ab {f i 5 f F a tf ,- f ..a Ef< ?r L CS ? 6 3 Ig g8 Ilex glabra Inkberry #5 cont. _ 4 > a< a 3 f > - f r3} S 4 E a 5 ' 4 ..?Y f.. f a faf ? �� Sj 7 M � IX Mp 36 Myrica pensylvanica Northern Bayberry #3 cont. V 54 y 2 a ���w 1.11111W f \\ Sj 72 Skimmia japonica Japanese Skimmia #3 cont. V \ �. L 4 Y2}F{y Z .4 ?i f ?? f a ?? ? -ff ##?i {f4 >� 4f4 n �O O 1 f= Cr,,,(',e^ f f of b). d= > E f ,/p 59 Viburnum plicafum var. tomentosum Doublefile Viburnum #5 cont. \\/\ Jfi .a 4f4. 3 914114 REVISED PER PLANNING BOARD REQUEST n ? 1 612114 ADDENDUM 14 ISSUED R GMP S-5 �" �� j E f f \ PLANT LEGEND 44 ._ � d i 5{a ak ">a, fr d ,? f >,. �< .. { . 7 ; F.-,.-, L L C r a .' > r - / it so --_ x No S}. ditr ' -d ? 4 .. 6 Ar 1 ? 14 PROPOSED DECIDUOUS TREE Art r{< Q�O�o F�2EYR pE. ;< r r --," F4 f- - i - L r r < ,-----\\\\\\, r^ \\\ VJ ': T Y — Q11 I////// y 11. i i #yajg® w �5 `5 PROPOSED EVERGREEN TREE W S ft7l1iimmn\0 a? * rlxt�A C^n ._.__-_ --..__ _. _ �) Q s `Q Ar 1 L � , �' PROPOSED FLOWERING TREE T yp ,f Art �O Ar 1 p 4...) G a , !y: r �� ( L ? Si , ... _ -.117 ." + PROPOSED SHRUBS \ �~ Qr 6 5 41:.: ?L f 31;11 r L ��/ty 6: r P 4 5 a ,� , . M 3 Ar 1 r - '+ _ ` fa > ' f i SEAL I :11Sj 3 d Art ,%\"'\`, 1-111, �.i...1, -y ' 44 ` Sj 5 r Bd 2 - F - { b 5 ?1-4 .? v `F r f O Ls 12 y Si4 O I ';; ? 0 <. Art ,- 4�'. , 4 f aL 5 tf 5 �K 4 - {44 < i '�,y}" 9 �* L t _f .' } �i of f, 4. '1" Art Vp 3 > a d f I fi ' at L .Y f'. i O "#r 4` i f tf ? a" N, " ?LI f '' Bd5 54C Bd ,: :( ,17 V iiu'. J . ;4) D crt` ' OND' -4D KEY PLAN i �, 5 S 6 =-................'­ Ig _ � Ig5 s ___= Vp4 .. Perkins___ I Eastman Sj 3 =A, Ar 1 '"' f Qr I _o_ 115 FIFTH AVENUE �� NEW YORK,NY 10003 ._..r J i r Rq ro s8 5 Mp 3 ' . F. 212.353.7200 _j __., 'T 4T.,.-.!. \ Js 7 ---- F s Ar3 Qr 1 - :.,, ;�a�," Sj 4 A 17 �sF Owner: 7 __ IF 3i _ '_ ,\,`, PECONIC LANDING �_: x4a �� oldI4 1500 BRECKNOCK ROAD oo, GREENPORT, NY 11944 1 4 `�\�u�uw F 1 �'/,�,o S Construction Manager: Sj 3 p, l cu LECESSE CONSTRUCTION 2 / 75 THRUWAY PARK DRIVE Mp 3 4 \ �� Jv 2 ��;dcm111m> .�`'` Ig 4 /�/ �� WEST HENRIETTA, NY 14586 Qr 1 Vp 4 = r�'' ',-f // /// Civil/Site: Vp 4 fry \�\11111�n � d3 p 2 y ;. V // /// YOUNG 8 YOUNG Bd - = ��- // 400 OSTRANDER AVENUE Ig 3 = o�� N Sj 4 _' // Mp 3 I ' „�r�l����� //// RIVERHEAD, NY 11901 Qr 1 _ g //// // Interiors: \\\\\��uuu„i,�i/. BRIDGET BOHACZ 8 ASSOCIATES Vp 3 = € S IN EN. // // 810 LANDMARK DRIVE, SUITE 120 S9 V 4 AIL P (�) GLEN BURNIE, MD 21061 Pa 1 ��/ // Structural: Vp 2 ._#u.x=t..t'r'x f7Z. `IoM 1 .EiE° M1 k�r.i<f 4f ,,N, JENSEN BRV ENGINEERING $5 = / \ 1653 E. MAIN STREET Lg 7 ;; ; ;,' ;n y4x :',= �� ROCHESTER, NY 14609 r,Xi `7,1 :..t fp^.«:ais;.;..:4i°.= ..''�5 :)xa,,-::%`%`'".x *'fe z'd.4!;a"a.,. MEP: �,,4, ;.-. ;>;`; / Q KOHLER RONAN ENGINEERING OIIAII_l / 1370 BROADWAY ;,r.;E; >`'?jF°`<:;'`x �� NEW YORK, NY 10018 Qr 6 SHADE GARDEN. ,3 dd � SEE DETAIL PLAN. L D Landscape Architect: _,:�) RGR Landscape / ` df { ` �� QD 115 Fifth Ave ,- 4 i E a? \ O NEW YORK, NY 10003 "11 S a - f '4 dr t ) ( fff / y 10V/4 j , C_///^//{' f , > d \ } « ' r3*E } f a? .� `\ I.lw' ( t r3'r 5 fo-o-i f a , .. 5 1�f C { E \ O <;�> \ r a L y t4f a?3 ` 1{r 5 33. Et I � � z ,, ♦ f f -E r } Y z, t .", L J ` O ( t 9 5 a YYj�I"TTG i z r *4 #. a r- - \/ / /' �*.:. � i.VR^< .yl�. 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I t�� j 0 PHYSICAL ' " i I a ',." �' :w,' f o <...'\`,.,..>..ss4 .. > sff<.o `.fFSftrxaa i.,, 1. �,..•.'< THERAP �z}..a 0 ,. sa,.. rY t,.„..>.f, )-Et:e.,.,. ,a, p ,rn c...i t+r ar�5¢n .,.<.x..e.i##}u.E.«....:�s.3i;;Et:1 ,i.,^ O v RDEN. .• .nca Vp 3 rSEE DETAIL ` >;:.t; A_,',>>>"'- < `a?k<'a'.r;>>?`n Bd 4 0 `- r 111 PLAN ` ' tf 5f Ck1 f 5 f r S' E f ? {4 \ 4. r O 1A-t. f `,. 4[\ rK t 4 rr.i54 f<<.,. p3 O i ` �� p74 \ r� ??} tf \ A,d . d a f # ;� /t 4 L 1CLIg 4 0 I ,} C{ i - ,, k df Vp 3 Ar 3 /�%„ a" Q, i ) v < f j ` Y`ff ?. k \ •��/i Sal ¢ a. 4 3 ff f € S tf ! #L d fr \ f` •, p. 111 Ls 3 wf;` ftt 1 r r.;.fffe r dFt < •��ff- ?. j �' 11 1111"I” t, t S �� ,P1. iR d 5 y 4 r :: , _� 11 ..� .'.�. i�> � �,.>.,iu.,,'ta aro,i kt5f'°'>ae".� _ll LU -�� i5,f„f Sa?Jn 4- ,1 '} t£ r3 tE. 9 E D 4+ 4 i < +yr".: < L f \ Y f r fff i d 4F .L- S } ^«... _'.�ea.::wa. 4r11 - . , ; d >3'` ' fr {, S a t ', 4.a u, i r _ l: ED 11 i � P\ >y ..tf- ;ai }?' `d rf° f r arr tt /. D {f a �y' uYF�'- cL '-V1�__, Ed u/„ aarr ! I aiS .f Srt«�.aS;}:. ly•�.fI'll�fa<v4 >>> r iy\c, ? tf 3 u„kt _ �f .>.SRKU Sf.c. ? �,' fab ij}, 1 .".,, �N� E \ E , 4f a YF 11- % ". /�\ k(fAP\ E /�\ ... ', , � I�� } 4�-",R��,�-.�f t }L J ##Y Sf4 k. t r}} f 7 Ci S !\ t Lb➢• L i 1 >� .; Qr4 f .}ext {f ;>, „,, daa ...�..`T ,�. } {.. X%4,`.yv?x".x: c ,.ttt5e« >S r_;�;t(a i'dF<. >i ..�- r. e..q.) �4.e a a nn' uf...a fIt,F 1 _ POND.E _ / PROJECT TITLE: -- I I _�__� I ,­ I y, ,�/ . t PECONIC -11I . 1, �� 11 I Q � I I . . I--,'I , LANDING O i HEALTHCARE I I ADDITION I — — � � — — — j . I 1500 BRECKNOCK ROAD \ APPROVED BY MEMORY GARDEN. 1 l GREENPORT, NY 1 PLANNING BOARD �J TOWN OF SOUTHOLD PROJECT No: 33123.00 Ls 7 SEE DETAIL PLAN. 0 \ / GATE /qla4b DRAWING TITLE: _ ci --// LANDSCAPE PLAN / 1 WETLANDS UI '/�//, � ,,,,'/­,_/ I I SCALE: AS NOTED / , Q� . � N \ 1 � , FPt� gr _ L= 1 00 BI SEP 9 2014 ,� I LANDSCAPE PLAN ____ - 1 ICA _�w� . SCALE: 1"=30'-0" L--,---- .,;;,,r_:fl oma ,. -. ISSUED FOR BID AND PERMIT 03/31/2014 NO. DATE REVISION 1 O O07/19/13 PRINT COORDINATION 1-771 RU-01 �-N 0 0 PU MSF CEM EXTERIOR DOOR O O TO BE RELOCATED SEAL FIRE EXT. LINE OF EXIST G 12X12 COMMUNITY CENT GARAGE GPS HEATERFWE ` STMtRI BfC 0 ® )=SF ® –+– FRE EXT. I REMOVEEX 1 I LS,CEJUN 83OBE WINDOWS FRING J FOR CW a . TO BE INFlUED RU-C R)-D1 r7ri EM \ KEY PLAN MSF )DD(SF k=/ \ Perkins Eastman / /1 I� ® L y ❑ 12X12 / Q NT.EW FIFlH AI NIw 0 / NEW YORr, Iwo GARAGE GAS I HEATEREGASS NEW WALLS p OO F.772353.1== HEATER FLUE SHOWN SOLID R 160 ® CRICf 1 © ST0M6E C o ® Owner. STG PECO \� ® ® © O ®[ 7 )ZSF® /�-' © ® ® \ EX GREEN'PORLT LANDING /\ 1500 BRECKNOCK ROAD RU-C �/ Construction Manager. O \_ / © O AI6CRU C m / LECESSE CONSTRUCTION VE O FRE EXT. O ® ® ® %D(SF ® D FUIURSID1 E \ / \ Q WEST HENRE175 THRUWAY TA,NYR14586 F I S �� Q ® w _ Q � Civil I Site: r )00(SF \/\ / � \ mm YOUNG i YOUNG I M ❑ ❑ ❑ /–� ® 400 OSTRANDER AVENUE J I I �� ®IC Cj a / ,\®/ RIVERHEAD,NY 11901 _i REMBITJ ®L I ® y�/\ Interiors: ISOHACZ A ASSOCIATES /,\ 810 LANDMARK DRIV.SUITE 120 ® L — – n 4 / \ WASTE GLEN BURNIE,MD 21061 (� /`�/ ® Structural: LO )/DISE / –1 /– \ % l �/ F LE� JENIEN DKV ENGINEERING 1653 E.MAIN STREET ROCHESI ER,NY 14609 BEV kD� LAUNDRY MEP: o ® O O m� IV- O �_ _ ® /®r I, / / ® NO301 NLER RONAN ENGINEERING RU-C- STREET ® I %>aSF Comm � `// // kYJISF DANBURY,CT 08810 WSF — WSF FIRE EKE LOIMGE 35' /' FIRE tJR. O O O O FIRE EXT. O O O Q © O ®fl JUICE BAPJ Ell IBREL i PRODUCTS % �m // SNB R IDasF ' S.M. 0 r 0 MSFWSF b ® ROW n �� �/LOADING �� t�Y APPROVED BY ® STNRE 0 , I I mcBF ® ® wasF «\ ' : AREA WSF TV y� y " ®� y® O LOUNGE \si'J PLANNING BOARD HOSPITALITY TOWN O UTHOLD Ru-oz p TABLE F 50 ;.t.., )USF RU-A RU.A RU-Bt RU-81 RU-C ii A: I ® ® ® ®MSF ® `N WSF DATE 17 77 1 1 /1/ M 72 10 I 1 FRIES VESTRAE WSF CS) ------------- y ; Y____ .==e, o o non 6'WOOD FENCE E-GEN lo RPAININGWALL W EMRG. / }' COVERED PORCH ; r? li GEN f JAN 2 2014 -- -51 /t "` - _ - / q • moi'•.:. "/ \`i O 1 NEW E-TR PROJECT TITLE: BRANS. PECONIC ,;, ;T� �•r.-ter_ \,;r � ';: ' R ili �., %fir-••� \\/"/.' / LANDING INDEPENDENT NEW COOLING e yy I:r' LIVING ADDITION TOWER 1500 BRECKNOCK ROAD >zA / !f �• .YI f GREENPORT,NY 4 ,'9 /'' e�. .._. - t�! '`•.,, i,/' `y- -'-'� y,-j` PROJECT No:33123.00 rx , , / ;` - NEW EMRG. DRAWING TITLE: "A" GENERATOR FIRST FLOORPLAN Z..:-.., .'- � � �: tea, •a. ,.� .'�' - , r _-`"_``'"_ ``\ fri` 14• ,: � �.../' ;';" SCALE: 118"=1'0" z: A101 1 FIRST FLOOR PLAN NOT FOR CONSTRUCTION "101 SCALE: 118"=1'0 DESIGN DEVELOPMENT 12/23/13 NO, DATE REVISION ..-�.._...�.�... Ovp p 0 00%,q o p llr ��ocA�p o 0 ° 0 0 0 °ONO 0 0 °/ bdeg g 0 / o0 0 0 0 o / ° °cp�o0�b o o p a0 ° )� D 0 °^0�0 00 0 p W 0 0pp� 00 0 0 ❑ �q 0 0000 0 0 0 00 (v� °0.�0 00 0 O, 0 �f 0,-0�X100 0 0 0 ,vvpp�� 8j O .. OSPREY LANE °p" 00 O (� n \ r nM r ,OOo1 IY T 0 8�0 0 T SEAL U 0_„p(0 ° ° ° I q1 I T .°00, 0 0 0 ai�Y61 I �P EASTING ,—m T 6 ---0 . _n —^— ® 2 BEDS 0�p I — IT EXISTING COTTAGE 0 o- 0-3 °° ° _ _ m I _ I Perkins Eastman � _ 1 �OOW „-0 0 ® - I -A0O1 115 FlF1H kRltIE °� 0� o I op I o _ I ITEZWF. -Mi5553 I o- �1°— n m w I 9P I I ' I T I — �— — — 0 ® ® PEC NIC LANDING ���/// I GIS 1500BRECKNOCK ROAD �I ® ® — '® °° w,.�. L_ GREENPORT, 11944 — — — Construction Me ger. ® —) I ° LECE33E CONSTRUCTION 0 75 THRUWAY PARK DRIVE I 0 0 I I Lm WEST HENRIETTA,NY 14586 Civills 0.4 0° % IYOUNG 6 YOUNG - 0 I I r 400 OSTRANDER AVENUE 1000 /�00 0 O J .,y': k.. E EXIBTING 0 , COURTYARD ww RIVERHEAD,NY 11901 ��pp HEALTH CENTER orsw Interi : _ 0� ( ( ` I CENBRIDGET BOIIACZ JE ASSOCIATE � SANDPIPER 0 0 S ° 0 ° _ 810 LANDMARK DRIVE,SUITE 120 p � I � L �1 _ GLEN BURNIE,MD 21061 � 0 Structural: LANE mP JEN3EN DRV ENGINEERING 9. 1653 E.MAIN STREET 0 I I I I YI I I I I I ® °°° ® � ROCHESTER,NY 14609 0 ( —J� MEP: 0,( 0 0 KO LER ROMAN ENGINEERING 0 I — v7 r� r� r$P r 301 MAIN STREET 0,lleJ 5 DANBURY,CT 06810 J ( wa -m .a. — "" DATAIVOICE: C0p0o SNARED w( WINTONBURY SOLUilON3,LLC 00 ", ° / GARDEN FARMINGTON,ESTE CT 06032 0 co ° 0 ° ® m a --1 w 222 MAIN ON,CT,#278 / w T T C m w / ®® r , / a � m XL APPROVED BY ® - ® /- I= � � PLANNING BOA NID O - / - ®� TOWN OF SOUTHOLD 4.MEMORY ® m ' / 9P `� ;� w- b w DATE i 'ONO 0. < / q�pJ 1 0110/, 0. NEW T oho o° ° �CR , \ I�I I 2,.�1e,Op moJAN ° 0 01)0' I I I Bag D 0 o d I \ \ °96 0 0° 0 0 0 p \ 0 ° p, p,°° 0 0° ° SECURE / / \ ° V°�°Qp �O ° 0 PROJECT TITLE: V 0 WANDERING 0"'Q 0 0 0 0 a p 0 0� 0 0 0 0 0 \ \ IIIJJJ ��000° PECONIC ®x'000° (xi \ LANDING / HEALTHCARE ADDITION 0 ° 0 0 1500 BRECKNOCK ROAD 0°0�0 ° 0 ° 00 0 00 0 ° BRECXN= GREENPORT,NY 0 0� 0ROAD 0 p 0 0 �00���pp101 0 p PROJECT No:33123.00 ° ;0 0 mmare p 0U_° � °�O°° ° ��° �° ° 1 STGFLOOR PLA 0 0 N 0 p,(O,JoCQpJ�g�O p o p o p 0p0p 00 0 0 0 0 0 ° 0 0 ° ° °°88� 0 0 °°° SCALE: 1/16,=1'-0" o 0 0 0c) 0 ° °° ° � ° ° 4° ° ° 0� 0 A-1 01 moo (P —0b 0 NOT FOR CONSTRUCTION DESIGN DEVELOPMENT 12/16/13 NO. DATE REVISION 07/19/13 PRINT COORDINATION c F0 C Lc RU-D4 ® RU-D4 FT Ll O \ \ SEAL MO I=l O O \ \ 4 m+c \ \ \ STNRN01 ELEC \ / KEY PLAN Perkins Eastman / 115 FIFTH AVENUE NEW YORK,NY 10003 RU•C T.212.353.7200 ® RU-DI F.212.353.7200 LINE OF EXISTING —" Owner. COMMUNITY CENTER i PECONIC LANDING I / 1500 BRECKNOCK ROAD ® O GREENPORT,NY 11944 -- ® Construction Manager. O / 75 CESSE CONSTRUCTION PARK WEST HENRIETTA,NY 14586 ff Civil/Site: P1 0 CORRIDOR ® YOUNG&YOUNG ® 400 OSTRANDER UE �/ \I © RIVE HEAD,NY 11901 Interiors: RU-C RU4D3 BRIDGET BONACZ&ASSOCIATES OldTRASH ® RU-C RU-C UNIT \ 810 LANDMARK DRIVE,SUITE 120 "' ® ® 1 ® GLEN BURNIE,MD 21061 Structure]: JENSEN BRV ENGINEERING E.MAIN STREET ROC ROCHESTER,NY 14609 RESIDENT MEP: ° STORAGE I 0 KOHLER RONAN ENGINEERING 2f] L J 1 \ / / / 301 MAIN STREET ® O ° O I a —� DANBURY,CT 06810 - I LOBffY :iz V O O O \ / CONDENSEFOR R® ® ® ® ® _� l\_ UNIT FOR IT / 0 � ' / CORRDOR ® Ell 0 0 0 0 Oj 0 0 0 01:1 EIEC O \ FO / \ / \ O � ° I I I I I �1 1 ®L El ® \ RU-D2 / RU-A RU-A RU-Bi RU-111 RU-C RU-112 a APPROVED BY I I PLANNING BOARD - - - - \ TOWN OF SOUTHOLD \ DATE PROJECT TITLE: 1 SECOND FLOOR PLAN PECONIC A102 SCALE: 118"=1'-0" LANDING INDEPENDENT LIVING ADDITION 1500 BRECKNOCK ROAD GREENPORT,NY PROJECT No:33123.00 JAN 2 7 2014 DRAWING TITLE: 2ND FLOORPLAN SCALE: 1/8"=1'-0" A102 NOT FOR CONSTRUCTION DESIGN DEVELOPMENT 12/23/13 NO. DATE REVISION 07119/13 PRINT COORDINATION El I I O RU D4 RJ-D41 0 0 SEAL Fo_17�C� �pvjoj DJ ..... ..... __R I erm EM STAIR#01 ELECE O e ® F—a2_1__1 ® ® KEY PLAN Perkins Eastman 115 FIFTH AVENUE NEW YORK NY 10003 RU-C RU-Di ® ® F.212.353.7200 caner. --j O ® §§� 1500PECONIC LANDING 1500 BRECKNOCK ROAD GREENPORT,NY 11944 El r-- I O -- Construction Manager: O LECESECESSE CONSTRUCTION O W 0 HSKP ® THRUWAY PARK DRIVE CORRIDOR ® WEST HENRIETTA,NY 14586 © Civil/Site: YOUNG 8 YOUNG 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 RU-C RU-C RU-C Ru-G3 2G1 Interiors: O m ® ® ® ® 810ILAN MARK DRIVE,SUITE 120TES GLEN BURNIE,MD 21061 Structural: JENE 1653 N BENGINEERING ® ® " 1653 E.MAINN S STREET F- ElO ROCHESTER,NY 14609 MEP: O STORAGE I I L_� O -� ID aO —_ _ KOHLER RONAN ENGINEERING ® L J 301 MAIN STREET ® 0 — — — DANBURY,CT 06810 LOBBY I 0 0 0 --� EO cc® I ® O O ® O ® STORAGE -- - RU-C "� CORRIDOR O O 0 � L 326 767—'� 0 - - 0 - _llII _ ® �U 411� o i-i i-i ° i i I � i i i i ® I ®i i -� 0 FT0C ®I '� El i STPJRa6_^ LIT L_ { ST02� -:- fVM i RJ-D2 -- ® RU A RU-A RU-B1 RU-81 RU•C R30-2 82 -__ -- APPROVED BY 77 PLANNING BOARD TOWN OF SOUTHOLD DATE PROJECT TITLE: PECONIC 1 THIRD FLOOR PLAN __ LANDING ,JAN 2 7 W4 A102 SCALE: 118"=1'-D" INDEPENDENT LIVING ADDITION 1500 BRECKNOCK ROAD GREENPORT,NY PROJECT No:33123.00 DRAWING TITLE: SECOND-AND THIRD FLOORPLAN SCALE: 118"=1'-0" A103 NOT FOR CONSTRUCTION DESIGN DEVELOPMENT 12123/13 � - NO. 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I . = ...44...... - - ... .&.......... 1500 BRECKNOCK ROAD -...I .7.: :::::::: _:.-...I- -_ - ::_:::&_:::,:.­:..d...4..:: ..........4.....4.............I&...&....&...... .......... ..._ ------ - :::::::::::::::::::::::::4..... -------- I DAM THIRD FLOOR FINISH FLOOR - .......4._.­____._____ .- � --- -_ GREENPORT,NY - - - d- - .-..----- .......4..............................I.........­44...­4...... .......4.4.4...................... - ­- - - _=:7:::::::p::�=&&..........4444.44-4.4...........&d............�...&&&&d-&&.................44.444.4 -...- - ___=7 ... -:d-&::::::::::::::::::::-"::::::::::::::::::::::::::::. ­44......­­.d 4..::::4,:*,::::::,.:::.,.::::.::_:__,:.-4: .........44.........44:::::. .:::::::.. -.4...4444.......�­­....&...d d.......&&.4.4444....14.�.d4..mi446&&WFWWWFWWTTWWW&&�+&&+!"&Mmmmm abjbqd4ii44:=_ ==­=*q"6"4MM444 =-=- . . - IV +20'-O" :".4�*._-::::::::::::::::::::::::: -..--.-O--- - � - - - 1 PROJECT No:33123.00 - - El FT-17 Ll - : - _::::= = i I = 7 __444444......4... ::.-...7 4 ­4-44......................&..&. = H FFH F1 = � ----j .. === :::4,:::::f*_44444..................._+ :::::::::::: HH HH = _= := -_:::.-.: El ............ ... _.­4.....14.... . ::::::::::::.............4- H Fffl H = DRAWING TITLE: JAN 2 7 2014 ____ = ]'.­*.. - ::::::::::: -nin =-- � - ____... __ ---I]--- - .4-4.4-w ::= M 3 : .._...=__... ..........­­­­ - ........ - ,6 SECOND FLOOR FINISH FLOOR � __ I - ­� BUILDING ___ .____._____0___.__...__ ____=��_ _­ - - __ : - -44- Ai4*ii444dd4 ..4.4.44....I...I.....­­ ,-- __ " --**4***........, =. t....... 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DATE REVISION PAINTED ALUMINUM VINYL SIDING GABLEVENT,TYP. FIBER REINFORCED CEMENTITIOUS LAP SIDING RO 25W 7 . . . . . . . . . . ..... .......... ............. ............. .... I L . . . . ..I,I,I,I,I,I,� . � HH, ROOF . . . . . . . . ...- . . . . . . 0 OT/PT CORRIDOR .................. ..... ............... FIRSTL L EL O _0 -------------- E: ------- ------- L (_7'� ELEVATION SCALE:118" V-0" ROOF L 3Z FIBER REINFORCED FIBER REINFORCED FIBER REINFORCED CEMENTITIOUS CEMENTITIOUS LAP SIDING CEMENTITIOUS SHINGLE SIDING SHINGLE SIDING F rL 2 0 AN1 AMI SEALQ -------------------------------- ROO EL.2 F EL.2 ............. .. . . . . . . .. . . . . . . . . ROPE EL 10'� L: 1-H I �q I CORRIDOR AV TRAINING 12) --- --- STORAGE KEY PLAN IR�41_00RO L .0 E OT III I --- --------- -------- Perkins Eastman 115 FIFTH AVENUE NEW YORK,NY IMM INSULATED FIBERGLASS T.212.353.7200 DOOR ELEVATION F.212.353.7200 SCALE:1/8" V-0" Owner. PECONIC LANDING 1500 BRECKNOCK ROAD GREENPORT,NY 11944 Construction Manager. LECESSE CONSTRUCTION 75 THRUWAY PARK DRIVE WEST HENRIETTA,NY 14586 Civil/Site: YO NO&YOUNG Ul 400 OSTRANDER AVENUE RIVERHEAD,NY 11901 Interiors: FIBER REINFORCED FIBER REINFORCED BRIDGET BOHACZ&ASSOCIATES CEMENTITIOUS SHINGLE EMENTITIOUS LAP SIDING 810 LANDMARK DRIVE,SUITE 120 SIDING GLEN BURNIE,MD 21061 A301 Structural: JENSEN BRV ENGINEERING 0 F 1653 E.MAIN STREET 0� 02 _1 1" ROCHESTER,NY 14609 _ 307 MAIN STREET DATAIVOICE: WINTONSURY SOLUTIONS,LLC ROOF 222 MAIN STREET,#276 ------ EL.10'-0" FARMINGTON,CT 06032 Fm 1 ------= 9 OT/PT .......... *M..... .. FIRST FL EL.T-0" - --- -------- -- - ----- - ------ 5 ------------ - ---- --------------------- ---------------------- ----- -------------- - - - ------------- - ------------ ---------- -------------------- --------------------------- ELEVATION APPROVED BY PLANNING BOARD TOWN OF SOUTHOLD A:01 FIBER REINFORCED DATE FIBER REINFORCED F 3 CEMENTITIOUS SHINGLE -?L A301 z 0 t 0 SIDNJG ERNA-.3- CFMENTITIOUS LAP91 SIDING EEL.L31-T ..........- F 0 ERN r L.2 .2- 12, .7 R0 F L. 0'. RffL02 2 It" 210-11" . .. . . . . . . . . OReE ROOF L 15 . . . . . . . . . . . . . . . . . . . . 12 7 JAN 2 7 2014 ffR01 . . . . . . . ROOF 1� O.W FIRST 0,FL FLRa_4L L OT .0 - --------------- 1 ELEVATION ELEVATION SCALE:1/8" V-0" SCALE:1/8" V-0- PROJECT TITLE: 2 M01 ROOF QF_ —--—-- PECONIC ROOF L 32.8. FIBER REINFORCED I$i ELN 1-3 CEMENTITIOUS LAP SIDING LANDING L % 00' FIBER REINFORCED ASPHALT ROOF SHINGLES RLE—2T-2- HEALTH AR 12 12 CEMENTITIOUS SHINGLE A301 SIDING ADDITION 8"FIBER REINFORCED F CEMENTITIOUS FRIEZE ROOF 0._ EL.2W-11' . . . . . . EEL.L2 11" 1500 BRECKNOCK ROAD ALUM.ROOF GUTTER . . . . . . . ...... . . . . . . ROOF — V 12 PROJECT No:33123.00 EL 16-V . . . . . . . . . 7 . . . . . . . . _-1-t I I I I I FIBER REINFORCED CEMENTITIOUS FASCIA h DRAWING TITLE: 0 ROOF . . . . . . ROOF VINYL WINDOW EL. EL.10'-V EL.1V-W EXTERIOR 4"FIBER REINFORCED CEMENTITIOUS TRIM CEMENTITIOUS TRIM J, 4"FIBER REINFORCED FIBERGLASS COLUMN� LL .-LIII i I$IE11FRS_ L OT ENCLOSURES FIRST FLOOR,-ik EL 0'-V V SCALE: 1/8"=V-0" 7�--- f ------------ -------- --------- F- ----------- ��200�00 _12 ffiffi7Hffl HMO pin IN' n H ELEVATION ELEVATION SCALE-�1/8-=�V-W 1/8"=1'-0" NOT FOR CONSTRUCTION DESIGN DEVELOPMENT 12/16/13 NO. DATE REVISION SEAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _0 .............................. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . UNEXCAVATED . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . .. . . . . ... . . . .... . . . . . . .. . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . 4: :':':':':' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1:1 --- . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ❑ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . ...... ........... . . . . . . . . . . . . . I . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * ' ' . . . . . . . . . . . I . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . STORAGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . — . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . KEY PLAN . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6:8:5F . . . . . . . . . . . . . . . . . . . . . . - 16- -S' . . . . . . . . . . . . . . . . . . . . . . . . . ' * ­ I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . 11 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Perkins Eastman . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . 2 460 SF . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 115 FIFTH AVENUE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . NEW YORK,NY 10003 El. . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . .0. . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . 0 . . . . . . T. 212.353.7200 . . . . . . . . . . . . . 1: :::;: : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . I . . . . . . . . . . . . TELE.EXAU-ST . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . F. 212.353.7200 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0 . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . O Owner: .. . . ...... . . . . . . . . . . . .. .. .. . . . . I. . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PECONIC LANDING . . . . . . . . . . 1500 BRECKNOCK ROAD STORAGE - . . BOI.L..'. GREENPORT, NY 11944 . . . . .. - - ... . . .. . . . . . . . . . . . . . . . . . . . . Construction Manager: . . . . . . . . . . . . . . . . TBD STREET ADDRE CITY, STATE,TEL.# Civil/Site: YOUNG &YOUNG 400 OSTRANDER AVENUE RIVERHEAD, NY 11901 Interiors: BRIDGET BOHACZ &ASSOCIATES 810 LANDMARK DRIVE, SUITE 120 GLEN BURNIE, MD 21061 Structural: JENSEN BRV ENGINEERING 1653 E. MAIN STREET ROCHESTER, NY 14609 MEP: KOHLER RONAN ENGINEERING 301 MAIN STREET PARKING GARAGE PLAN DANBURY, CT 06810 �SCA�LE1116'�--10' PROJECT TITLE: PECON IC LANDING ADDITIONS AUG 9 2012 __ 1500 BRECKNOCK ROAD GREENPORT, NY PROJECT No: 33123.00 DRAWING TITLE: INDEPENDENT LIVING APPROVED BY PARKING PLANNING BOARD GARAGE PLANS TOWN OF SOUTHOLD DATE C SCALE: 1/16"=1'-0" A= 1 01 NOT FOR CONSTRUCTION ISSUED FOR PRICING ONLY JUNE 11, 2012