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HomeMy WebLinkAboutFishers Island Club John M.Bredemeyer III,President ��• ,®� ®Ujy®l Town Hall Annex 54375 Route 25 Michael J.Domino,Vice-President t 45,,, P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski `` s Telephone(631) 765-1892 Charles J. Sanders ;l�coU �� Fax(631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD February 25, 2016 Glenn E. Just J.M.O. Environmental Consulting Services P.O. Box 447 Quogue, NY 11959-0447 RE: FISHERS ISLAND CLUB 20449 EAST MAIN ROAD, FISHERS ISLAND SCTM#: 1000-4-6-9 Dear Mr. Just: John Bredemeyer, President of the Southold Town Board of Trustees reviewed the project plan prepared by CME Associates Engineering, last dated January 25, 2016, and determined that the proposed demolition of the existing clubhouse'and the - construction of new is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, or within 100' landward from the top of the bluff, without further authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. ti,. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, 41114_ 4,3 et,zokx..74 J.7:L. John M. Bredemeyer, Ill, President Board of Trustees JMB:dd r- 'U'"gQFFD1t John M. Bredemeyer III, President ;yo�o t'c Town Hall Annex Michael J. Domino, Vice-President � �� 54375 Route 25 Glenn Goldsmith k53; `�£ ; ,? P.O. Box 1179 A. Nicholas Krupski b Southold, NY 11971 Charles J. Sanders ' od �� Telephone (631) 765-1892 Fax (631) 765-6641 BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD NON-JURISDICTION INSPECTION DATE OF INSPECTION: y 0 6 INSPECTED BY: 3fa&adQ1Q. V 'Ch. 275 / Ch. 111 COMMENTS: f: 0414 ,revftit44 a4/24,11"lev -y,y e,l�ir-�, c, A, ft(X'—ah-e,)„r — vs ,S-c-P/15- -Make 4-Dg--v If '142-61k, 1 irv' 4crAn 64)-(76/1144/ tu,4372/ai,\d S 11114A4 d c E#4 GietvE 0 , N j" (04er .77frz//4 Fishers Island,NY 06390-Google Maps https://www.google.com/r~-~'place/Fishers+Island,+NY+06390/@41... Go gle Maps Fishers Island, NY 06390 •i . rji J, 4 1► �A\` r. �.' i '''' Imo'. e. ' ,-.:- ...e,-...'' ' 7', ' 1 if2 0 jtio. '.9f. ..F • Y V'1 y^, k� * Google Imagery©2016 Google,Map data©2016 Google 100 ft Fishers Island, NY 06390 b) C E E Ili . I.'' FEB 1 6 2016 s��" u.tW(1 Board of Trustees 1 of 1 2/7/2016 11:41 AM N ., 0 n... n —__— ....m.Mn . :, v •..u. —.— . � .0 _ nxpnrwrtrt y +y >s m A pnRCtroeao va it 10011 C0 03-1020 0022,00 1J 02 2602 04-.0205.03.02 ( 7.!_"_,. &SHERS 12 12.03 12-31.02 i c. w.,.J 1S(4ND a,mm SOUND 0622.05 r` �. SOUND \ ` ISLAND \\ _ J _ FISHERS / 'l — _ -e j • 0 11.3A1 as Pl Z IWO. ,, 31A , A / —. SWU / P A ... \ ' E� ]wJ1 � J 1- 4S ,_ .to �yJ ��. I�. 1/ / xY1q 1,IN , 0 ` /` 1;\ MEMEERGUSO(P1 Ea(U9 G MERRY -/-- Val Ii1SS :IA,; ® m.mrs0 I,0 > 9 y tA ME ' — 1 N • SF j ► _ 25A •Sycl ,one.n2 5 �. — 511 K . 3�SNU • • • e A S.] Z4 J35A2.xA ix.eA(.1 •\41F53:111 - 2741 1Y, / (1.1,54c(1.1,54cr b e r\ \ i Rp. 12 JMIU il, \\ Virg. ' /M i x "MU \ — S0 Al .�r ERp�,.oMa .EMwet00xsAwMO•2ulU ' `\ " - Aa MU /V• §i 5M \0, I / .\[A I ODI3 AST / -- ri• a ,� ' II • aa • 14 ( - P. /r I/ 2.fA 4.1 t 1°T11:1 e iu RO ) ',xt j OA(c) r. — BLOMC,w -a — �' L„..• . C�. �. / . ISLAND \� � _ _ _ SOUND -_ •, - '""" — _"" "`"' ' °^u- -- —__�^ NOTICE COUNTY OF SUFFOLK © K TpMMe. e0knuoLn SECTION No E.r,... —�--. R11 "` �_..,.. --�— —,.,-- ' Real Property Tax Service Agency'v p r 6 0.,...w. b m••••• ,x,N.1915 r1" --_— •• _—.-- rrr.u.——...-- 'rows .mw�u i.+f V, A p•rM¢ W r NO , O .0.0,..... 3 m. .m.1.. ----- raw..r — . — wn Treu r.a.ERuw+ wcrn ce1 P ti, PROPERTY MAP L, J.M.O. % ;��;��� Environmental Consulting Services DECEiVEDLi February 11, 2016 FEB 1 6 2016 Mr. John Bredemeyer, President outho;d Town Board of Town Trustees ;1, Town of Southold Town Hall Annex, 54375 Main Road P.O. Box 1179 Southold, N.Y. 11971-0959 Fishers Island Club, 20449 East Main Road, Fishers Island S.C.T.M.No. 1000-4-06-09 Dear Mr. Bredemeyer: At the present time we are seeking to obtain a Letter of Non- Jurisdiction for this project. The project involves the demolition of the existing clubhouse and the construction of a new one. All of the construction related activities would be located greater than 100' form the Apparent High Water line For your review I have enclosed copies of the project plans which were prepared by CMW and last dated January 25, 2016. Please feel free to contact me at any time should you or any other member of the Board have any comments or questions regarding this request. Most respectfully, Phone (631) 653-0607 • Fax (631) 653-3348 121 Jessup Ave • 2nd Floor • P.O. Box 447 Quogue, New York 11959-0447 // y1, i' i V Glenn E. Just , Board of Trustees Application AFFIDAVIT i2t-t A- -1, Stls�� BEING DULY SWORN DEPOSES AND AFFIRMS THAT TIE/SHE IS THE APPLICANT FOR THE ABOVE DESCRIBED PERMIT(S) AND THAT ALL STATEMENTS CONTAINED HEREIN ARE TRUE TO THE BEST OF HIS/HER KNOWLEDGE AND BELIEF,AND THAT ALL W•RK WILL BE DONE IN THE MANNER SET FORTH IN THIS APPLICATION AND AS MAY BE APPROVED BY THE SOUTHOLD TOWN BOARD OF TRUSTEES. THE APPLICANT AGREES TO HOLD THE TOWN OF SOUTHOLD AND THE BOARD OF TRUSTEES HARMLESS AND FREE FROM ANY AND ALL DAMAGES AND CLAIMS ARISING UNDER OR BY VIRTUE OF SAID PERMIT(S), IF GRANTED. IN COMPLETING THIS APPLICATION,I HEREBY AUTHORIZE THE TRUSTEES,THEIR AGENT(S) OR REPRESENTATIVES,INCLUDING THE CONSERVATION ADVISORY COUNCIL,TO ENTER ONTO MY PROPERTY TO INSPECT THE PREMISES IN CONJUNCTION WITH THIS APPLICATION, INCLUDING A FINAL INSPECTION. I FURTHER AUTHORIZE THE BOARD OF TRUSTEES TO ENTER ONTO MY PROPERTY AND AS REQUIRED TO INSURE COMPLIANCE WITH ANY CONDITION OF ANY WETLAND OR COASTAL EROSION PERMIT ISSUED BY THE BOARD OF TRUSTEES DURING THE TERM OF THE PERMIT. CR v ' ct...7A—N.c..r.".‘'--... 1..PL ti) , Signature of Property Owner SWORN TO BEFORE ME THIS IO 1 = DAY OF RAO ,20 I Oil Notar Public ' CRtSSY' H PHAf11 Njotaty Public l COMMONWEALTH.OF MASSACHUSETTS a I My Commission ague's Ma' 2020 r APPLICANT/AGENT/REPRESENTATIVE . TRANSACTIONAL DISCLOSURE FORM The Town of Southold's Code of Ethics prohibits conflicts of interest on the pail of town officers attd emplovees,'llte purpose of this form is to provide information which can alert the town of possible conflicts of interest and allow it to take whatever action iii necessary to avoid same. ` S,`__ � YOUR NAME: t S�f��S �� (Last name,first name,middle initial,unless you are applying in the name df someone else or other entity,such as a company.If so,indicate the other person's or company's name.) • NAME OF APPLICATION: (Check all that apply.) . Tax grievanceBuilding _ Variance w Trustee x Change of Zone Coastal Erosion _ Approval of platMooring Exemption from plat or official map Planning Other (If"Other',name the activity.) Do you personally(or through your company,spotme,sibling,parent,or child)have a relationship with any officer or employee of the Town of Southold? "Relationship"includes,by blood,marriage,or business interest."Business interest"means a busiineosn including a partnership,in which the town officer or employee has even a partial ownership of(or employment by)acorporation in which the town officer or employee owns more than 5%of the shares. YES NO X If you answered"YES",.complete the balance of this form and date and sign where indicated. i Name of person employed by the Town of Southold Title or position of that person — Describe the relationship between yourself(the applicant/agent/representative)and the town,officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): A)the owner of greater than 5%of the shares of the corporate stock of the applicant (when the applicant is a corporation); _B)the legal or beneficial owner of any interest in a non-corporate entity(when the applicant is not a corporation); • C)an officer,director,partner,or employee of the applicant;or D)the actual applicant. DESCRIPTION OF RELATIONSHIP v` 2016 Submitted this � day of �� Signature • rc"'Sv0O Print Name '-tt}}raict 14. SCAUEi Form TS 1 • \ * . j0iiA= ,► D . Environmental Consulting Services To whom it may concern: Please be advised that we have authorized the firm of J.M.O. • Environmental Consulting Services to act as our agent on our behalf in applying for certain approvals through your agency and others involved • with this project. J.M.O. Consulting Services has been retained to coordinate all approvals necessary through your and other involved agencies, as well as our architect, engineer and contractors. We request that all communications, correspondences, notices, approvals and calls be addressed directly to the offices of J.M.O. Environmental Consulting Services. .467 Signature -PctittvtAw Cc v- 121'1) a-I tom 1-10(0140 Dated amb illsfACr Phone (63 1) 653-0607 © Fax (631) 653-3348 121 Jessup Ave Q 2nd Floor 0 P.O. Box 447 Quogue, New York 11959-0447 APPLICANT/AGENT/REPRESENTATIVE TRANSACTIONAL DISCLOSURE FORM ' The Town of Southold's Code of Ethics`prohibits'conflicts of interest on the-pail of town officers and'employees.The purpose of this form is to provide information which can alert the town ofpossihle conflicts of interest and allow it to take whatever action is necessary to avoid same. ' YOUR NAME: , c4 `�" I'�l'L 1 .. ` . (Last name, rrst name,.riddle itial,unless you are applying in the name of someone else or other entity,such as a company.If so,indicate the other person's or company's name.) NAME OF APPLICATION: (Check all that apply.) , Tax grievance Building Variance Trustee - Change of Zone , _ Coastal Erosion fi Approval of plat Mooring '" ' Exemption from plat or official map , Planning , Other ' Of"Other",name the activity.) - 1 Do you personally-(or through-your companyspouse,sibling,parent,or child)have a relationship with any officer or employe - e , of the fawn of Southold? "Relationship"includes by.blood,marriage,or business interest."Business interest"means a business, ' • including a partnership,in which the town officer or,employee has even a partial ownership of(or employment by)a corporation in which the,town officer-or employee,owns more than 5%of the shares. , YES " NO . ' If you answered"YES",complete the balance of this form and date and sign where indicated. Name of person employed by the Town of Southold - Title Or position of that person - Describe the relationship between yourself(the applicant/agent/representative)and the town officer or employee.Either check the appropriate line A)through D)and/or describe in the space provided. . The town officer or employee or his or her spouse,sibling,parent,or child is(check all that apply): , , Al the ownerof greater thin-5%0 Of the shares of the corporate stock of the applicant - .(when'the applicant is,a corporation); B)the legal or beneficial owner of any interest in a non-corporate entity,(whein the 'applicant is not a corporation); ' ' C)an officer,:director,partner;or employee of the applicant;or - D)the actual applicant. DESCRIPTION OF RELATIONSHIP , t Submitted this k dli '- r �, 20t� ' Signature. .3 .II�. Print Name a, �" _ • Form TS t - le DRAINAGE CALCULATIONS u ° _ e JRt six ' -� \ (� O �1MPN -0''s c° / �` � J AREA 1 PAVED DRIVE AND STONE PARKING: 14,375 SF ° - -O 2 �\\ O �' I REQUIRED = 14375 SFX 1.0 X 2 12 = 2,396 CU. FT O �J Q / 2,396 CU. FT / 15.8 CU. FT/UNIT = 152 REQUIRED UNITS p v 'i 00 PROVIDED:160 UNITS �y0 ° _1 L \ ENN,s°pJRt / PORnoN \ cAMPeEu \ o 0 AREAMANHOLES TH O 2 SANITARY a� 'o-'''�-8 10-2 \ tz 1- E STONE PARKING AND CONCRETE WALK: 8,429 SF \ 0TH \ n O ' I+-+-51 '� V Y ts ROOF AREA: 7,584 SF • flTOP 1;14/'dPRODE TOTAL AREA: SF OF FRAME INV. IN INV. OUT s% O vRs CONSTRUCTION ENTRANCE /' °� �/ P0RT10N = a, o c REQUIRED = 16,023 SF X 1.0 X 2/12 = 2,670 CU. FT 1 30 28.7 24.4 y \ °0 � 1 ,o-a �o-�A'e 10-3 W o , 0 ---O's _ 2,670 CU. FT / 15.8 CU. FT/UNIT = 169 REQUIRED UNITS (SEE DETAIL) e~"-?' / I,a-+-61 PROVIDED 169 UNITS 2 24 20.1 20.0 O� ° O \ MN Y•s� �'-si'/'-; 'r -" I ' � ���/ `� a3 ° w 3 24.5 18.2 18.1 \ \sE i c '_y y u < pZf aS AREA 3 _ y \ O M� <<.�© , _,,..�,__.; �o > % PAVED DRIVE: 11,413 SF 4 18.3 15.1 15.0 \ SEPj`G PROVIDE 11 11-' c';1I.: ?.i- `0 c •R3 '- - ROOF AREA:11,472 SF °'"c u�"or p°GP'\-' \ Q > I STORMTANK MODULES `i';._ s``; ".; �x 10-5 V N TOTAL AREA: 22,885 SF FPHO �. °� N" CATION ' "°� ~ -�-- O ,- m N REQUIRED = 22,885 SF X 1.0 X 2/12 = 3,815 CU. FT "£ 7 E�S'S p��G�P \/ t P `SER\AcE P,£-\--_ SET BOTTOMS AT EL 6.5 /�'� p jet . 1 PROVIDE a� ��- wPTER Rpy,\M NES (SEE DETAIL) . ..�.1� CATCH BASIN ��D "'OP3D V) RAIN GARDEN AREA = 2,750 SF W/ VARIABLE DEPTH Poo P° ���:������ < •." ° (SEE DETAIL) p�eo U) > •° U 4,250 CU.FT ® EL. 25.5 20 Ro ..��• F, N j eye ' -/ /,i �������� _ .t + TF=12 Q L N w CO / ,�, \ ������� a,. ;r': / \INV IN=9 CO co PAVEDCDRIVE: 9,541 SF \\ 1• •�•r J ,�.••��/ ,, • ® GOLF / CO Iti % ROOF AREA: 1,005 SF �- � a wito'-j N\ ..*� aii& ; /'� ���� 4 ,. \ CLUBHOUSE '� TOTAL AREA: 10,546 SF ° E�NGE •cE° �•.r • 04-44.•,x• • _ -' REQUIRED = 10,546 SFX 1.0 X 2/12 = 1,758 CU. FT �, ( • V 1 758 CU. FT 15.8 CU. FT UNIT = 112 REQUIRED UNITS / " \ 86'50'4 ��+ 0�+�„0,0 00' �e Iiii'.�..uN I• • i--� l J / / i 46.30 Ape...,� � tr •r♦ a ! .i �3 23 / i \ PROVIDED:112 UNITS p �p / - �� f // � . 1�0 i ____ sEP,p II• ����� 37 B�oG. r, _____4 o �/ I / 433 TOTAL S \ 13 - 'r y 5'j ENO R ----- 10y196.16' 4> ,•, �S�0 \1 v ''..► ,, I �n r �1 I = • / 0�� LU « •��y9�3�a < , \ 6� Yf 1 1 `t / \ \S PROVIDE WYE" \ �� el js N\5 c°JR l-� � ,� - �R�SN I / • v01' \4-* CONNECTION �E \', \ • �n `' 4 / """'«" EXISTING STONE WALL (170'±) PQeR, -(o ON EXISTING UNE calso I O TO REMAIN UNDISTURBED 1131 FkOl VERIFY INVERT PPo ' OQ \\• J P��c MARK ALL C I 5� k \ / , Iii O sE UTILITIES AND 22 a 7.3PROV DE 245E LF Cr"-•'"".•-, �/ AT START OF-CO>�IRU�TION � 0 M" VERIFY INVERTS ,a o"ERRS - �� 2' WIDE GRASS SWACC, O / y ',e ;!o"SHO AT START OF uwNr� , (SEE ETAIL) \ PROVIDE RETAINING W l __ - -- PROVIDE �m / .�uEwa „rrP� CONSTRUCTION o"ERR LOCATION MAP SCALE 1 "=400' SEE ARCHITECTURAL PLANS PROVIDE ADDTIONAL/ SANITARY 0 I � ��i Ees 8 •, ' T. .� - ( ) 2,000 GAL GREASE TRAP A \ MANHOLE • '• ,�/� �' 0.10, " USN lw\)\11, ` �� I \ �G£ `�'i i'• , �rKoviut ibATED EXISTING PIPE STORMTANK MODULEAS NECESSARY %�' (SEEDETAIL 4 !•' •e aNNsc j \ J vox •oJc+SET BOTTOMS AT EL 12.5 / �, GREASE CPAP# ►•j�-� 15.62 tE ` \ ' MAP REFERENCES .-Cb h;a �• /1 ,� �� \ REMOVE EXISTING aA ¢df "a/7k ,0 (SEE DETAI11-*•4_ PN / PAVED DRIVE. 1. "PARKING IMPROVEMENT PLAN PREPARED FOR FISHERS ISLAND � � ` PROVIDE / / cE-M -�c v • ! % ` G �° O BENCHMARK:MAG NAIL PROVIDE NEW BITUMINOUS DRIVE " CATCH BASINS Pae-P '3 £sem O ' s . Q , 1 ,` CLUB EAST END ROAD FISHERS ISLAND, NEW YORK - SITE LAYOUT c y ; a (SEE DETAIL) R��G ,' i`uN ' 1. s�P , r (SEE DETAIL) ,r eP f# .\ 1 �. „,•._„141111111011 \ EL= 20.37 (NGVD29) TYP. ALL PAVED AREAS WITHIN DATE: 01-31-2002 SCALE: 1 =20 SHEET 1 OF 2 BY CME/CPK ; ; , TF_79.8 "OAC' `- - 20 RP" DESIGN GROUP. CME FILE 2001878 r '+z3 , 1 y „� �;4� i '4 ' v+i s \ LIMITS OF CONSTRUCTION •, c IN)/ IN-16.8 .: u041 Y4�• °C. C \ sa o, �� �•. O - - • ► - /5•'' �� \ 1 2. "SITE PLAN PREPARED FOR FISHERS ISLAND CLUB EAST END �rAL'''S‘$'G PROVIDE 29t LF ,,; /. r _� � �t� .. '' • ee �cQJ-"- '• -_ ® ,�wA'fE YNR I n .,.C� V`P\N l-,,-r \; % (- • "2 WIDE TRENCH DRAIN j6 4• g- _, •� / i �� \ ROAD FISEHRS ISLAND, NEW YORK TENNIS PAVILION DATE:eeeAREA 2 / - ) \ Y_ • \ 1 » :< (SEE DETAIL) • e.eeeesee�ee�e�e\ �� _ Fr __ ,t, D• PER J4 \ 01-14-2004 SCALE: 1 = 20 SHEET No. 1 OF 1 REVISED THROUGH PROVIDE eieee��ieee�ieeeee�• .; / ' P t• �� _ 0�•j� t 09/01/06 BY CME ENGINEERING, LAND SURVEYING & ARCHITECTURE, PAVED • eeie�eieeiiG�Oee e .•: / .� a •� • '-iij.► QBE e e .2 �..�_ ® ,A•MriAtlailb444 2-/ .,�; 2o--�4• s�_ �. . 11:0 i ►el , PLLC. CME FILE #2004800 PROVIDE 65f LF • APRON Oiei�ei��•eii a,°',.„../ % / / '�� -`_ �. Q • ! l l l 1 / ! Ill 1 / ! I / L = ;-� osN ',POO� •�• II�jam' A • • 2' WIDE TRENCH DRAIN ,� I`t �ejO��ej;,,' ' / c ` }_® ''i��/� / \ s _ NS, TI ,� / / \ / SEE DETAIL T � �e4e0e„i- ��� / ' 7 , ' 13'X13' CONNC PAD/1- • \ • • ( ) P e.:r/ �/ / .�J=` �' \ o• ^H,VAC NOTES REMOVE AND DISPOSE OF 0 \ r c, / / / / .�� r� ::. ! a - s ,, ,�' I`f j // 5. _-3...4;---„,„.„;,•.-4- .,cam ..• ifi • EXISTING STONE WALL Q' �,• 5`.; ` /�w/ 9 • ts, _ "' .4:1 . . l ( ' EXIS G 1,000 GAL. \ \ \ PROVIDE AND MAINTAIN 1. THIS SURVEY WAS PREPARED FOR THE PARTIES AND PURPOSE �/ 1� , mow" ' ��'�� / ��/ �.;• ` FGgG P 8 �3•. ����/ / A. PROPA, TANK ( • \ CONTINUOUS UNE OF INDICATED HEREON. ANY EXTENSION OF THE USE BEYOND THE PROVIDE 6" ASTM p"�' cP ® "�`' // „•�'v,R° 77 / / / WZ , Jr"---- �� - SILT FENCE PURPOSED AGREED TO BETWEEN THE CLIENT AND THE SURVEYOR G, < ® , ,Et w000 ( \ ( ESTABUSH AS LIMITS OF EXCEEDS THE SCOPE OF THE ENGAGEMENT. D-3034-SDR35 PVC �, /� / . PA"" P5 r GRADING do iPROVIDE SANITARY P �~ tE / CLEARING, , SANITARY SEWER UNE *4111ri . •/ y,.. /-� �� •5X �- �/s; + MANHOLE (SEE DETAIL) ;I °p0 � \ � � I GROUND DISTURBANCE 2. IT IS A VIOLATION OF THE STATE EDUCATION LAW FOR ANY �j �� /J / ` PROVIDE 4 ASTM ° ooc; �® 6 NE "- ..„:"..4.• R / PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED CO / A.. . '�� �/��0� 1` D-3034-SDR35 PVC / a £ `3fi' X1111111:1 a ° \ J'''''''S / LAND SURVEYOR, TO ALTER AN ITEM IN ANY WAY. • ' '` '� 4'o"' / ?' �� SANITARY SEWER PIP �� `� z PROVIDE "' / �,�� r \i x H o a LIMITS OF CONSTRUCTION f� c, 'i'• N 05(' w.on TIER \ I I 3. ONLY COPIES OF THIS SURVEY MARKED WITH THE LAND J `s PAVED i ._, , u APRON .< Sibt •' ' Y R �wT ci cowc. --2-ma--1411.1111%---- o TIE R SURVEYOR'S SIGNATURE AND AN ORIGINAL EMBOSSED OR INK SEAL z U p PROVIDE 4 ASTM PRO DE P OVIDE 6 CAST IRON I ° -- • • l « / ATM`P _ - • II ARE THE PRODUCT OF THE LAND SURVEYOR. g p 0 a_ D-3034-SDR35 PVC SANITARY ,wN ��V�' PIE EXTENDING 2' • / Yr•. \ r'" ,' ; \ I I •' SANITARY SEWER PIPE �;� ler _ - / 1 4. COORDINATE DISTANCES ARE MEASURED FROM U.S. COAST AND Z p z w (�J MANHOLE © • ° �0�,•� �► �. BEYOND WALL / 1►''_!� •� �� J 7 ♦•,dr. ( EE DETAIL) * (.1 36.9 / x36 9 auk 1.ilr C \ ' I GEODE-1C SURVEY TRIANGULATION STATION CHOCOMOUNT 2 Lu Q [•- UMITS or CONSTRUCTION � � � / � � 4 //� 3 ,9 36 •XI / \ QPM / ; 3 'I l , . Q / `�m �gs 7 3s SPS J 1 QP�O .y699pt3sE I ® ,°SN c� PROVIDE i I 5. CLUB HOUSE SITE IS IN THE TOWN OF SOUTHOLD, COUNTY OF (/) / h � '� / I AREA 3RAIN GARDEN I I SUFFOLK TAX MAP 1000, SECTION 4, BLOCK 06, LOT 09. Q s,�. .ls_ . 1 s,EP _ SAWCUT, REMOVE, AND A WP MUN£ „of �' `►�l ���. \ �/ '1�'ba // / / G�pae • �' q. • ( / 0 - Q MENT wN Rr / / / cn, x36.35 _ f ' ) cc: (SEE DETAIL) I I ' - > w w () oci_ (f) DISPOSE EXISTING PAVE Allirkk • 0) i �`: 3s.• 8 /l , / / 5 It 0`i, 7 / iC � I 6. AREA (CLUB HOUSE LOT) 12.3E ACRES. w.JMP0. 36.9 0 5 / '' ' POR=" I ,a) ,(f)\ Q p� / 5� EE, 3534 �\o NG / ® ii--111 STONE SPLASH / toy. , sTE ' pQO pv°' NEY =3s g7 P ,', INV. 23 5 7. PROPOSED LOT COVERAGE = 5.3%f o 11-1 :. EL �j► Gw+M £ e /.1 PADS I PR•VIDE , P4, 0 ROOF c W CV PROVIDE CRUSHED STONEW „� 4No , ,. 36.7 �6. PARKING 4 SO• 1g. INSIDE DROP Js oo ,. PO hG� LEADER / ,, - / ‘(.- \ I 8. SITE IS LOCATED IN ZONING DISTRICT R-120. W M h' Esc Q. JUN�PE' �� MANHO a �• o�� ; ®ppOR 3s.• ,4. 1 \I, , \ ' \ \ _ > (TYP, SEE DETAIL) Q' i ��""� Q,S.o '. ��/ -b �``�6aS 0 "' (TYP') 36' 0 \ X \ 9. BASE FOR LEVELS: NGVD 1929 (n o , (SEE DETAIL 34. N�c 4',, 35• =+ 36.9. " / x Qp'(\ 0 / 4 ^', uci� ! 11,A. r Ir. ,.> oa IC / 353: / I PROVIDE AND MAINTAIN A P� � ` � �7'�,�\ �:� �- e , 36.9x � / � CONTINUOUS UNE OF � ii 3x3 �, 36 " I. e 25�H.P.X / TE ♦ STRAW WADDLE UNTIL SLOPES '' � ,� ;N � �',`>✓; ; mow. °� s�,$ 6.0 '�•" � ' • ARE VEGETATED dt STABLE i: .,- 16, / / 32.5 O \ -'' \ I q' ���^� °z °"' // // ox .� / • ` 3 �`\ 36.5 !!xRo��'o" `3,\ ; --�' ® _lilTi�r���® Ai .-/ • \ II, II)\ Ax X3.336. 9i\\ �- aj� • • n iwak 4 DRIVC ,� \ I_ �I / / 'PROVIDE 160 • PROVIDE ���� \ IlSTORMTANK MODULES ��? a , ' • ,500 GAL �F�c �` « �i �� Fr "� ` ' q f411111111.k SET BOTTOMS AT EL 15.5' \ e�, 0 ��/ , /0 e I ® CREASE TRAP ��l' s� 'ROOF LEADER ''/ ® � • \ I 1 ( m ry� 1`I(SERE DETAIL) o N / ® /PROVIDE 4" CAST IRON PROVIDE ‘4) ` / (T1'P.) Ngo \ \ \ / PROVIDE aP U`i/ � °_ ~° / SPE EXTENDING 2' BEYOND WATER STORAGE �1`� CROS As •° • t"° - /w�' l mCATCH BASIN ► 22' \�~ TANKS / sT0 / ° �^ ' / / III/ '(SEE DETAIL) e-,/ , I I FOUNDATION WALL x 3h� ,�� r PROVIDE , �' • •� . _�i\ £CNT ,wN APPROX. 3141 LF wy� 33.3 �1-I • 1 TF=20.5 �. / j I x 343 • r G wN ago / III INV IN=17.5 ��� `�� ` ' STOCKPILE AREA i 2 WIDE �� �, ,1 � _ - �. i i \ (CONTRACTOR TO TRENCH DRAIN RAt� , I • % I; �,a `� N Z PI20VIDE /4 ♦♦ o ( • SEE DETAIL °� i' fEN�E �• '� / • / / / m a �' I' � ��♦♦� w LIMITS OF CONSTRUCTION Ia' Ei y- ! Z a ♦ ♦ . EA 1 ? / \ ADJUST AS REQUIRED) • ( ) �'f , �� 33 • I i D ,,I vCONSTRUCTION ENTRANCE 4 �,4 •• tis `� ,(SEE DETAIL) �. ,.•:, ���.•. �♦� �, ��i a.3 �' 93'3 • RVIDE 7 t LFIII PROVIDE AND MAINTAIN _ -y O. ~>• �� �OO�Q�OQ�O��. ► 2 WIDE 7RENC RAI A CONTINUOUS UNE OF C _ is� _ w�� , ,-.:-w,,, o�o�.-• .N i `� �'j ® y �® SILT FENCE III I FE8 1 6 2016 0 APPRO`RIMANE ' . i.-f • .. �� �y . C7 t (nacj°F WAY G J `� \������������ 1 \ .(SEEDETAIL)/ ESTABUSH AS LIMITS OF\ Y_:, )s,�` \.,,•,,�.,�,�. �\ \ - ____- ito. 4 • t / / 0. CLEARING, GRADING, & `(. III I I - =. , •� �•��0�♦/ PROVIDE c"1 ,-.\ 7 e '0 DE 2 / GROUND DISTURBANCE _ Scu;i,u; lean I. > L, � \� r ' _ ANDICAP PARKINQ7/ / �� . . ,, . .L-7.. • \� �ON�CRETE WASFIOI[T PIT �' •" • \ �. (SEE DETAIL) 1/11 3 x • /S III DIM of Trustee. • -• \ , IGNS do PAINTED -. � .` _ / SYMBOLS / 1-• - a- pA� 5 N \' )..� ---x.... -'.vim.` 'tj �� 1.-_. �-- -=� ^ 1 • X t'l'. . v Q P'1 \_ - ____ / ENc / I . Y )� III o 1 �, gy0 �- \\\\\ 1 EXISTI 1 CRUSHED ST°N ( ,_. PA-® r� •.t -� ___J i\\ O S \ • „YY 16°RY ISTING :.7,. c � O a -- LEGEND 1 \' RUSHI yE / 1, \\\ PROPERTY LINE Q \ DRIVEWAY n �//� `� BRUSH \• \ aStitillietial �.. �' - ----- \,,,--,,,s.....,100 cmt.: • ems ' ABUTTERS LINE I- -70 \ � \ ,�,_ - •- _ •13- %,, G1. / • / COASTAL EROSION HAZARD LIMITS ). \1\ EDGE OF PAVEMENT Q �4\ \ \ \ • �wN • , - I EDGE OF GRAVEL _ • �c 1 a / AS SHOWN BY COASTAL EROSION I \ AREA MAP, TOWN OF SOUTHOLD, a co H • • ' ,• tar-7,W. ' ...�`'Y ��- ,, 5.4ZNEW YORK J \11 • EXISTING CONTOUR --- 28 -- Lo 'n 2 BENCHMARK: SPIKE / suFFOLK couNTY, co co SHEET 41-Fl OF 49, 8/29/88 1 PROPOSED CONTOUR 26 In Ln - _ i r '� .- -�� // EL=31.62' (NGVD29) \ lair 1// \,\ ,-. __....---- • \.....4:4 _ / \\\\(. �- 11 STONE WALL i. .. .� .� .� �0 Y \\ y,, r / t RETAINING WALL //�\ \ \��\ 111 I I I = III _///` / • � / �,, STOCKADE FENCE // // O w COASTAL EROSION HAZARD LIMITS // ,\ _�.�-2 \11 / \ '° \ . -- // C.' TREE LINE (--_.--..-,--.-. -v'--�,--\� w Z z z Y w // -' NOW OR FORMERLY N F w o v°-i Q w w AS SHOWN ON COASTAL EROSION /// \ '- aF BANK 1t1 \\� o, i 111 UTILITY POLE m o o a; AREA MAP, TOWN OF SOUTMMOI-Dr /// APPRO__XIMATF-_ TOP -__._ "I I\\ // SUFFOLK COUNTY, NEW YORK, " III = i I I III - III == III III REMOVE AND DISPOSE OF \\�1�� SPP EtMENT \11 WATER VALVE S SHEET 41-F1 OF 49 8/29/88 "-'=�-k , " :EXISTING PAVED DRIVE. /// \ , \\ DATE: 01 /25/2016 PROVIDE AND MAINTAIN ,- \ I EXISTING BUILDING PROVIDE NEW BITUMINOUS DRIVE \ r l) - �/ A CONTINUOUS UNE OF" / APPROXIMATE LOCATION SILT FENCE (SEE DETAIL) // SHED r 111 PROPOSED BUILDING " ' • r2EAN F SHORELINE ESTABUSH AS LIMITS OF TYP. ALL PAVED AREAS WITHIN SCALE: 1 = 30- --- HIGH WATER LIMITS OF CONSTRUCTION /i, / #+ 4-,.; - PROJECT: #2015825 _ CLEARING, GRADING, do � j_, \\ ,�� -; 111 -�, GROUND DISTURBANCE -c- \/ s"Eo s"Fo1 I QUALITY CONTROL CERTIFICATION -'-(, /\\ r GROUP REVIEWED DATE - `; \//, ► > 111 PROJECT MANAGER ..• \j \• SNS ((\ ; 30 15 0 30 SURVEY BOUNDARY LOCATED ` // 11 • ME= MEM SHEET ENVIRONMENTAL ALONG SHORELINE -` \\/ ,-a- ; : GRAPHIC SCALE IN FEET CIV L 2,200'± -�_ -- - -- - - - - .,\ //�\ SNS s�' 1 1 OF 3 STRUCTURAL BARLEY FIELD COVE \ / - 4-, '-- ARCHITECTURAL \ -f 1 EXISTING DENSITY LOAD CALCULATION ` .,� ��w '� \ U GOLFERS- 5 G/D X 120 = 600 G/D -'-'- S J Ni._4'44c CD TENNIS- 5 G/D X 80 = 400 G/D —�w ,0?'4 71 a_ • ! ��+� �� MAIN CLUB-RESTAURANT- 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 G/D wwwco \ �- BEACH CLUB- RESTAURANT- 200 SEATS (SEE PERMIT) X 10 G/D = 2,000 G/D w--_� ►.a CAMPBELL CD i O C) co \14 BEACH CLUB HOUSING- 13 (SEE PERMIT) X 75 G Q = 975 G/D PORTION 0 0 / \N----------- � 1o4-4-s a 10-z \ � � C .F.r � o � a� BEACH CLUB- 15 G/D PER PARKING SPACE X 49 735 G/D ��w—�- p4 14-4-51co 13) TOTAL DESIGN LOAD (EXISTING) = 6,710 G/D \' •- U Y ~ U VA S/ 10 PORTION ( LJJ c C 10-3 / 14-4-61 ''^^ V RS ° _ E PROPOSED DENSITY LOAD CALCULATION V J L O in WITH PROPOSED ADDITIONAL SEATING 5 UJ Q w E MAIN CLUB- RESTAURANT- 50 SEATS X 10 G/D = 500 G/D / 50 SEATS X 10 G D = 500 G D \' PROVIDE AND MAINTAIN 1a-a 10-4 Q c3 BAR SEATING- / /S OUTSIDE DINING- 50 SEATS X 10 G/D = 500 G/D \7 CONTINUOUS UNE OF °0 V co U 2 o TOTAL WITH ADDITIONAL DESIGN FLOWS- 6,710 + 1,500 G/D = 8,210 G/D \' SILT FENCE _ _ T ESTABLISH AS OMITS OF s 10-s `t '' _ /L 0 '_ ` - > co N = G , CLEARING, GRADING, & 1 / IP 9� (fi 2 U 05 N ALLOWED- 17.5 X 600G/D/ACRE10,500 G/D ^�/ GROUND DISTURBANCEI S /-r.) i l''\'\ N , . a � CO � � SRM / 61-1 ch \\K-- %' Th r \ , FpRCS Mp�N FORGSO SSS ® C�UBHOUSE // 0 �N o U V SPAS P� P v / i S\S„S\NG S �S��NG 5 )10, 0 .r( 1_ \e \ / � SOU \11 ' ,,,. _ I � / / ( • NTNG S / ^ �'."" .”' �. ' . LEPG off- •• 'A \ 1 \P, ?o O �o'G , _ / ��;' • \--' 0\-- Qos� LOCATION MAP SCALE 1 '=400' �p tir O Z NSR• jGORDESIGN DATA ,-�/ DESIGN FLOWS FOR THE ADDITIONAL SEATING ARE AS FOLLOWS:ALL LEACHINGO • f' ^"" ""POOLS ARE • RESTAURANT SEATING- 50 SEATS ® 30 G/D = 1,500 G/D f ;� 'A *,PRE-CASTBAR SEATING- 50 SEATS © 15 /G/D= 750 G/D ��`' CONCRETE s PO01: OUTSIDE DINING- 50 SEATS CSD 15 G/D= 750 G/D `a "/ • o \-SPp0\- PROVIDE 4" SDR 35 PVC I ;, �'• '" 1 DISIRIBU110N PIPING AS REQUIRED (TYP.) TOTAL ADDITIONAL DESIGN FLOWS= 3,000 G/D `F\' ` <- �':.,''.rte s 1S \er.. .6M1�n r K' ,' SEPTIC SYSTEM DESIGN n ,� ' 1 APPLICATION RATE- 1.5 G/D/SQ. FT. - T' ' O \SP°NOL • 3,000 / 1.5 = 2,000 SQ. F . REQUIRED v> Cl2,000/ 158 (EFFECTIVE SEEPAGE AREA PER POOL) = 12.66 OR 13 POOLS O 0 8 R Z GpUR� LE ' 5 `NMPN ' -N .\ TEST HODATA (PER REFERENCE MAP #2) • 1G - T.H. 1 100 -1300" TOSAPNSDO YIL/ & 0\- 0 ON\N 1 SUBSOILOP° SSP°pL - 0 0 P O Z 30"-96" FINE/MED. SAND SP 1-1'1 WATER ® 96" _N, \/ kr 0 � � 44, / o � G \NG GROUND WATER ELEVATION ® 2.5'±N\O \ p°, 5z � 4 g Z lEDIL PROVIDE 13 000 cg OIPRE CAST CONCRETE .. . O 7 z U p OW LEACHING POOLS 3o ppSOO^ ASNQS --- Q0 = (SEE DETAIL)- MATCH O s /` � 0CC Luz ZQzzwIN NG P LS ELEV. 1t P o MN \D \\ 0M P PLAN �ON\NG SSP \G \ \ GORoSW 0 OM J `te \ \ SP � � U) r Q S _ Q 5Q Nc rTh °ND rE(Ep r °o°° \\ 10N L�;� --=----= `g r'' I wo /1 N (n y�N\T X\S�\�P�\G ,�PN \/ � �� v 1 � CA ❑❑100LOO 700 N S S s :::„:1°:--R �EVICER00°X�MPN��`‘ X41 FEB � JI_ o = U �- PP �o i 6 2016 W N _❑❑ OOr ��c. • 2 �� 1L-- L`❑❑ �� � E 1 1 1,3.�fT�:Rn1. LLJ5'-7" ❑❑ OOO r � ` B1at �fTr �ee INVERT /DLII \DD\ `� i s 3\ ❑❑ HER ❑❑ Ili r � on = = 1' _ ❑❑ IO O IO ❑❑ + (✓ „' s RP\� S I �I.I� ������ Z _ ���c FSNO :0714:17.6.\\:242-i ����� ©�j�`' �:�/ ��I 6'-6" I N. 4630 i, I.'�`94,Ak! � NA•., �� _ GRAVEL FILL M , ''• �,� • er'S X13.23 WYE CONNECTION '.•�.sp,.0' L-188.46' •�.• 1P5 �� BACKFILL 45 NORMAL EFFECTIVE SEEPAGE AREA: 158 SQ. FT. i D s �0..7�' / R=905.00' •OW ( JI -14 , FLOW SEWERFITTING INSTALLATION AASHTO H-20 LOAD RATED ,��G �• P �031 ,� 8 EDGEOFNORMAL CONNECTION p, MN. I 13 BLDG• '` _ �`� TRENCHLATERALR� VNG 1 LEACHING POOL DETAIL N0 •• *-_1 ���s���PN \ ��► X _ _ m NOT TO SCALE //�� \ jit P� 4— ',I r � 90 �� / Ef S PROVIDE 'WYE" .` <\ 0 0 SS '11J-6!))1 a ir* �� 1 ,-- o CONNECTION �I'' \ 0 \8 vFt� INSTALL BEND , Z ON EXISTING UNE \sN Go Cl) o p' S1-� VERIFY INVERT ♦ \ 0 0 0 ca, ) NNIS ' AS REQUIRED o PPPRO \0 NS�� AT STARTQF`CONSIRUCII• CONCRETE , \\ �S , —— ` - 6" CONNECTION z w °°4 ENCS PPD * DO ■ ❑ p \ NF. A1C - LATERAL �6 O or. :)1''C> 4; MI _ LU �� `� O ' '� MN• 15.22X A -fi"^ CHERRY CAP AT LOCATION FOUNDATION STONE r --' S OO r-,,, \ OAK MARKER AS REQUIRED - J UcN O 1cH 1 Y PLAN SECTION —--—— 6 _ m / 5\-`ES oN K ' / c'°'� cHERR 4°1. NOTES: — '96' 1$ •�+ PROVIDE _ ® WPL I £� I; ASPS \ , g" 2.) SEOOVIDE R TIE RA MUSTER BE PPE URSUALL ANT ANL PIPES w \ SANITARY C) • R' �� MANHOLE 15,i �� III A S \ CHERRY FISHERS ISLAND SEWER DISTRICT REQUIREMENTS a 1 (SEE DETAIL) 15.0 • g�sN ° \ 1PROVIDE ADDTIONAL z g-----♦�� -- . ,`�� NNIS CovSEWER LATERALP� LNS EE SHEET 1 R2,000 GAL GREASE TRAP ELOCATED EXISTING PIPE , GREASE TRP? �� j \ X15.62 �S \ \ NOT TO SCALE oNFv4 FOR SEWERMP ® u *OS , *• /)I � 0 UNE TO BUILDING„0 AS NECESSARY RSG pRS ',: �_2e 10 PRF P :/ E`EG1R1C �' ,. \/ BENCHMARK:MAG NAIL �� \-\\/-\ c' �, ) TRPNSF• Q rn ' i! ScEPs o �- \ EL= 20.37' (NGVD29) F vi pkeo00wN y\`;\�G .'• ,' IS \2.0 14x \ ! ��1` � P SRP\ \ I \ 0 N N c-l° i�J F �. LGH .� • ,/ �, _�\ �,� RPM `�� LEGEND \ — in kr) ����'' __/ _——— ` — WI \P\NE tiv° I . PROPERTY LINE ABUTTERS LINE _ _ o z o • 7.40/-0.-',� _ I'` / ��cH // —— Pp.WA1E Loci',"V: _ i\ �Y� _ I` � // SMP \ EDGE OF PAVEMENT mO N I Y (N • /,, ,,\ - 2� / - 4,. -2� — \ �J n ��^�,.._ I Iy� EDGE OF GRAVEL 1- , dz ow �w //j���i��j ��\\ / -- —___ 4'� PSR •f � I -- z Z ���� �, ���� ' . // —2� _ ® p\ \ ( t�• \ �U / IlWI"AS�� PROPOSED CONTOUR 126 o o w = o -, / , X16 g N �i / EXISTING CONTOUR — 28 ——— 0 0 � O O cn < w LD w / . .:'• / �2� _ ® 2�' irftsa P\NE \ 7 �2 N•� �` ' i �� �'� STOCKADE FENCE // // �� �� ���/ i !A` g 1`'�=� �- 2�•g 1 \ O_ tea. �.. �j�♦�-��� NOW OR FORMERLY N F � ����j�/��;'' j/ / r/ / /�"' _-- �- =- _ SN �Z► e. I. �t�'lidIP / DATE: 01 /25/2016 ,,�,�,,�,�,/ '�" / // // �3• �-——— 3� T \ 0 `,��`e0°.,•/ \ WATER VALVE = II jI/ . i /, 4 / \ �. / SCALE: 1 " 20' 13'x13' coNc \ / PROJECT: #2015825 \,�• „/ is” / // // j �"''J��^_ti���^_^_n_,'�'�t�� �✓;� :3 —� � _\ o � OR HVAC /� � _��J�-i`J�- •�. QUALITY CONTROL CERTIFICATION „ / / / / — _ C7 �1 ,J.---\6"-- ) J fJ GROUP REVIEWED DATE / / / / ' 35.0 0 ,3� •••••• • •-* l`+mo o' • / `u PROJECT MANAGER , - / //0 / / / 0• • ••i �, - PND • V '`ti•• / / \ \ 20 10 0 20 SURVEY - 18.1/ / / ••••r AG POLE ST �• wv —�— ENVIRONMENTAL f 7 / / // '•�` FL GRAPHIC SCALE IN FEET SHEET CIVIL 2 OF 3 STRUCTURAL ARCHITECTURAL 0 STRAW BALE • SILT FENCE J PLASTIC LINING 'IC DUCTILE IRON 0)NDER 2' OF CRUSHED STONE MEETINGH-20 RATED GRATEM.01.01 No. 6 1" MINUS NATIVE MATERIAL �(OPONAL) •'•�•� FINISHED � � 1E� � i � � a WOVEN WIRE FENCE (MIN. 14I I GAUGE W/ MAX. 6" MESHGRADEWOOD OR NOT TO SCALE CO O O SPACING) v o i ��� ADAPTORS CAN B E Cr)� � MOUNTED ON ANY •� V o U I Y L �. .••;•;:4:+- •�:•:;: o METAL STAKES O ♦ • O ♦•• :: r•'::•: :�: . • MIRAFI 140 N �• •r.�� Tom•.. ANGLE 0' TO 359' ', ''''''�'':��.*,�;,."TV: �,� vy (2 PER BALE) N • • Q ••:.t.:.�:t�:c:. o Y•i;. ••= T,. i•'�'• .:•.....r..,..:bac.r ,� :•. :�C:.. 10 MAX. TER T I I // U d J,,.((��•�� • FILTER FABRIC � ...�,r..•:c:..::«.....�:.., r�:. r� t CEN I i °ts a°'i . ,•,••,•,•9j�L ••••,•,• G� �♦•• O ��C1' •♦ •• •� • O N 36" MIN. LENGTH C ',! '4"7:::::...-s ::::::i • • • • • (�Q(�•• •• TER tli U ' S ii�i ••O • O . ` Q• Q� �Q� V••• CEFENCE I .0W .�- C �.. ;., �f'F ,.,.� ®��� •`O ♦•••• • •1• DRIVEN MINTS 6 V v) = a> .4�,•,.��,, . •,., • • ••••:••••Q� Q••••••4• •••• " ••ii qi O • i••i . ST�tiF ''',•��� %:;.pFo%% I�I��A 10' • MIN. 1011 ����• �� 8" COMPACTED SUBBASE 24" Q•••.,,•I,•,•,•,,.,•,,.,•••• INTO GROUND I iI s:�,;.,�.;.;�s�.;:�:- > � • �t• 3/4" STONE TO I.LI v . ITER U1 I- • ••* • • EXTEND TO I I PLAN VIEW Q °� cS CI; h:TISV.- \\.4. V) MIMEv •• lie+� FINISHED GRADE CRUSHED STONE DRIVEWAY - J o AERIC �`L a O / NOT TO SCALE _ I DUCTILE IRON V a� N * 1111 111 °3V+ 6" CPP HEIGHT 24" GRATE O •- �' CONSTRUCTION ENTRANCE D O +�+r• IN SOCK \\ \i/\/ = 16" MIN. 3 o N '-------OF FILTER �' ° NOT TO SCALE ® • r•♦ • \ \\ \j\j\//\// / �� Q i NUJ co .ims Co co co PLASTIC STRAW BALE •M ♦ �� •`�•A[4,.4 t co N‘\\' /\//, Mill PLAN (TYP) 1- 1/2" CLASS II F� p� \ �-6" MIN. MCI LINING TYP •• BITUMINOUS CONCRETE Fes/ F- NOT NOT TO SCALE 0 = 0 C • CONCRETE WASHOUT PIT 24" 1-1/2" BINDER COURSE w 1- 03 24" TYP. PERSPECTIVE VIEW = F NOTES: U I- I 0 _J 1 _ _ _ _ _ 1. DIMENSIONS SHOWN ARE FOR TYPICAL RESIDENTIAL ••� w _ r 1 CONSTRUCTION, LARGER PROJECTS OR PROJECTS REQUIRING TRENCH DRAIN CROSS SECTIONo�• �QO� WOVEN WIRE FENCE (MIN. 14 ' z w - -\--1 1 PUMPS MUST BE SIZED ACCORDINGLY (7 GALLONS/TRUCK, NTS O.i:•: •� ••• 1/2 GAUGE W/ MAX. 6" MESHJ e EXISTING -12 2" 2� 50 GALLONS/PUMP, PLUS MIN. 1' FREEBOARD). ••i • • •• • •• w GROUND GRASS ••:•i•7i•z� O� •••• •az•Vir••_• SPACING) WITH FILTER CLOTH Z -JLA w W W 2. CAPTURE MATERIAL AND LIQUIDS MUST BE REMOVED FROM m I > SYNTHETIC MATTING PIT AND PROPERLY DISPOSED OF WHEN THE PIT REACHES 12" ROLLED GRAVEL SUBBASE 36" MIN. FENCE POST o w C ERONET P30075% OF ITS CAPACITY. PER M,02.02 OF FORM 816 UNDISTURBED mQ ' BY NORTH AMERICAN FLOW 11 GROUND ., ** pi 12" 3. INSPECT PIT PRIOR TO EACH USE TO ENSURE CONTAINMENT , N EQUAN OR PERMANENT OF WASH WATER. BITUMINOUS CONCRETE PAVEMENT \ \ NOT TO SCALE COMPACTED SOIL\/•�� %� z' H=- IIII •GRASS SWALE WITH SYNTHETIC MATTING EMBED FILTER CLOTH \\/�\\�\\�\\\/ - o VARIOUS TYPES OF _. OUTLETS WITH WATERTIGHT s A MIN. OF 6" IN GROUND ADAPTORS FOR: SDR-35 .- "`' a • NTS STANDARD MANHOLE FRAME & COVER UNLESS �� 1� /� � %;\i SEWER CORRUGATED ie'` �'.-:..“ I , ` `, OTHERWISE DIRECTED BY THE ENGINEER POLYETHYLENE SCHEDULE 1" GROUT , . i " s �,' ., `'I 40 DWV CORRUGATED PVC f "��p •: ADJUST TO GRADE WITH MIN 2 COURSES SECTION VIEW RIBBED PVC I !/t( '`i. .¢ 7\-77 2'-0" > MAX 4 COURSES OF CONC BRICK 2 �I 1, : ;; PRECAST REINFORCED CONCRETE DA ✓✓OR PRECAST RINGS CONSTRUCTION SPECIFICATIONS -• " e C.% t:;:'.':�> MANHOLE CONE SECTIONco �a., • r J 10'-6" 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH LONGITUDINAL SECTION ' °>f ` r�:0.i:°5 - ' 1 FKNOCKOUT INLET AND WIRE TIES OR STAPLES, POSTS SHALL BE STEEL EITHER 'T" OR "U" TYPE t'�.. , .�,. ° OUTLET OPENINGS 1 OR HARDWOOD. z ` COAT EXTERIOR SURFACE c--u [la- c\ 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH NYLOPLAST 24" DRAIN BASIN WITH HEAVY BITUMIN PAINT RIBS INSIDE TIES SPACED EVERY 24" AT TOP AND MID SECTION, FENCE SHALL BE zap FOR SANITARY MANHOLES NOT TO SCALE 2.i\ r ° 94,4\ WOVENWIRE, 6" MAXIMUMMESHOPENING. tiJ7" FLEXIBLE, PIPE TO I " NI3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY °I - rmit ` SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED, FILTER CLOTH _ -c. �g _JMANHOLE CONNECTION. �� .,,_ ALL JOINTS SHALL HAVE BUTYL SHALL BE EITHER FILTER X, MIRAFI 100X, STABILNKA T140N, OR APPROVED ` t 3= = RUBBER JOINT SEALANT BETWEEN EQUIVALENT. �' � m%' EACH CONCRETE SECTION ° 5" ``- �- r - J 48" DIA 0 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED 4" MINIMUM TOPSOIL Sc SEED. I NORMAL PIPE ' EQUIVALENT. PROVIDE DEGRADABLE 3' ° LENGTH PERMITTED CAST EROSION CONTROL MATTING p000co.„‘oov f == 000c t, ° CONCRETE COVERS 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL FOR STABILIZATION AS REQ'D ---\\ovovd ovo.92=3. ve,: 9..:.z). 0gpO�O�<7 ,:ip, , . 1 1 REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. •49 D OoOo Do0o0 Oo0 4 Do0o0 4 0 %%v.-, --r�����///////7-V PLAN CO in I]b.�� o.o O ova ° E 3 MAX. D v v v ® v v ° ° ° ° ° 0 8" COVER LOCKING CASTING Q 0 a.'<>"'<>"'..:> <>"7".e 0 0 0 <>"7:*.o �_�_ w_ �f� PROVIDE PRECAST 14'-O" _ *> IA000D00004D004o " ' �/ TO GRADE TO GRADE •o 0 0 o ao 0 0 0 o ao ilii► ��_ 1 -6 CONCRETE INVERT 0.1' MIN IF DROP T' KNOCK OUT INLET AND 18" MIN. OR TO SUITABLE Z U CC Y �•; <><>. d�ppppdDO O . •� ��� �� 12" - 3/4" BROKEN STONE PERMEABLE SOIL MIXTURE - 0000 JO' novo 00 �� � I S USED FINISHED GRADE 60000000 a000000 OUTLET OPENINGS I/ H CHIMNEY _ f FREE DRAINING MATERIAL Q Q O a D 4 D a D 4 D a D 40% SAND, 20-30% TOPSOIL, T°:.: •• J TOP ♦ ♦ ♦ ♦ ♦ ♦ 4 x 4 12.6/12.6 GIA. WIR MESH �! r N N & 30-40% COMPOST SEE PLANSf Cl ISOMETRIC VIEW ♦4D♦4D♦4D♦aD♦4 D♦ d 5 20' J 6 x 6 6/6 GA WIRE MESH #4 RE-730 IX L auncaonoaub Q 20" „ ��' z ii_ 7 Z (�� ♦av♦av♦av♦av♦a v♦ min. I n m�n. �6 ( o W O Z 7,-, Z L- I 1 ♦aD♦4D♦4D♦4D♦4D♦ STANDARD SANITARY MANHOLE DETAIL J � E 1 RAIN GARDEN aaDaDaDaDaD � INLET �' I N0 �, a1 D aD aD ID NOT TO SCALE 3 VENT�e a" VENT OUTLET o NOT TO SCALE p rn Z O ♦,e•,a♦,.......• LIQUID LEVEL-/ v a r- NON: J Q - J [n g t VU dV V U VV 7 ° ° i 4" OUTLET I a QQ JOa o1a poo pma urn p0♦ rn i CONTINUOUS HOT j w Lil BAFFLE - N •aD•aD°4D•aD♦4 D♦ • I -0-)in I ASPHALT SEAL - LINED WITH p = - . 1 L_ 1.) CONTRACTOR MAY INCLUDE NATIVE SAND, MATERIAL FROM EXCAVATION IN THE LA c0 t 4" SCHEDULE #40 71/8" PVC _/ ' !� !� N PERMEABLE SOIL MIXTURE. MATERIAL MUST BE EXCAVATED, MIXED WITH LOAM & COMPOST 0 a ♦4D♦4D♦4D♦aD♦a D♦ INLET BAFFLE 60' GAS CAST CONCRETE COVERS TO FORM A HOMOGENEOUS BLEND, AND REPLACED TO GRADE. W d CC aD4D IDaDaD I DEFLECTOR 0 i- O = ♦ap♦nu♦nc♦Qo1ap1 1 - le PLAN 2.) PERMEABLE SOIL MIXTURE SHALL NOT BE COMPACTED AND THE ENTIRE WATER QUALITY W CV av vv Vri aVAC'v L.L t♦ ♦ ♦ ♦ •4 < a ��---�' ' ` BASIN SHALL BE PROTECTED FROM HEAVY EQUIPMENT TRAFFIC THROUGHOUT CONSTRUCTION. I � I 1 ♦a D♦4 VI D♦4 D♦4 D♦ „� aD1DIDID4D 4 1--3" Cr) FRONT SIDE CROSS SECTION 3.) THE CONTRACTOR SHALL BE LIABLE FOR THE REPLACEMENT OF THE PERMEABLE SOIL „ 6 x 6 6/6 GA. WIRE MESH MIXTURE IF E&S CONTROLS ARE NOT INSTALLED & MAINTAINED AS INDICATED. 36 SIDE PANEL 8 1/2 5 1/2" TOP WALL R.B. COVER HANDLES 8 1/2" NOTES: 1500 GALLON - 2 COMPARTMENT 4.) SEED WITH RAIN GARDEN GRASS MIX (ERNMX-180-1) AS SUPPLIED BY ERNST 1. SIDE PANELS TO BE INSTALLED GREASE TRAP INLET171/2°° e r-�� CONSERVATION SEEDS INC. (800-873-3321) OR APPROVED EQUAL. L STORMTANK® MODULE ALONG SYSTEM PERIMETER, UNLESS NOT TO SCALE I v " Z T `� a 9 AIR SPACE r I OUTLET OTHERWISE SPECIFIED. iv i ' VOID' INSTALLED NOMINAL \ TYPICAL PLANTING AND SEEDING FOR RAIN GARDEN AREAS: NAME HEIGHT CAPACITY RATIO WEIGHT 6x6 10/10 GA. WIRE MESH LIQUID LEVEL, CAPACITY 2. REFERENCE CURRENT INSTALLATION 1 , 1.) SEED MIX - NEW ENGLAND COASTAL SALT TOLERANT GRASS MIX, NEW ENGLAND ST-36 36" 13.10 cf 15.80 cf 97.00% 33.10 lbs. INSTRUCTIONS FOR PROPER I I ip WETLAND PLANTS, INC. INSTALLATION PRACTICES. -„j.ICONCRETE BAFFELS . - CONTINUOUS HOT ASPHALT SEAL , 17 2.) MEDIUM SHRUB - BAYBERRY, MYRICA (MORELLA) PENSYLVANICA 4" MINIMUM 3.) MEDIUM SHRUB - SWEET PEPPERBUSH CLETHRA ALNIFOLIA 5" MINIMUM BOTTOM / SIDE WALL 4.) LOW GROUNDCOVER - BEARBERRY ARCTOSTAPHYLOS UVA-URSI - I� o 5.) MEDIUM GROUNDCOVER - SWEET FERN COMPTONIA PEREGRINA m CROSS SECTION STEP 2: STEP 3: 2000 GALLON 2 COMPARTMENT GREASE TRAP 0 o STEP 1: Z REMOVE THE SIDE PANEL FROM MODULE AND PLACE ON FLAT INSERT THE SHORT SIDE OF THE BRENTWOOD WRAP SPECIFIED GEOTEXTILE FABRIC AROUND THE ENTIRE NOT TO SCALE E2 SURFACE. LAYOUT AND CUT OPENING IINTO SIDE PANEL FOR INLET/OUTLET PORT THROUGH THE OPENING IN INSTALLATION OF STORMTANK MODULES (REFERENCE BRENTWOOD O INLET/OUTLET PORT CONNECTION. THE SIDE PANEL, PLACING THE MOUNTING DOCUMENT "SITE PREPARATION AND INSTALLATION w REFER TO DIMENSIONS BELOW FOR OPENING PLACEMENT AND PLATE AGAINST THE SIDE PANEL. DRILL HOLES INSTRUCTIONS"). CUT "X" INTO GEOTEXTILE FABRIC AT PIPE SEE TABLE BELOW FOR OPEINING SIZE. THROUGH THE SIDE PANEL USING THEPRE-DRILLED HOLES IN THE INLET/OUTLET LOCATION AND PEEL EDGES OUT. CONNECT GEOTEXTILE FABRIC PORT MOUNTING PLATE. ATTACH THE PLATE TO THE PORT WITH SS BANDING, WATER RESISTANT TAP OR TO THE PANEL WITH NYLON ZIP TIES (MIN. 50 NYLON ZIP TIE. FINISHED IMPERVIOUS SURFACE VEGETAMD AREA TO BE WITH ADEQUATE COMPACTED DESIGNED w (DESIGN BY ENGINEER OF RECORD) LB. (222N) TENSILE STRENGTH. PULL TIE FOR DESIGNED LOAD RATING r STANDARD MANHOLE COVER --1 ._. Il., UNTIL TIGHT. (DESIGN BY ENGINEER OF RECORD) ` D1' �„ _" E V 1:7, ' 11 I- I- 175/8" ---_ "rte a 8�/16" I 81346, j jj��� �,I H'LL1);$� Q- - _ �� CL- • FEB 1 6 2016 _�,.,i� 9 _ jjjj/��j/�„- SEAL FABRIC TO - _ Sods_ _ z ,e1-_____g : . / INLET/OUTLET PORT !ii,,ln;i.ii di ,;1i,;l�►„/d.!�!i►.;lii._jA;li►,_lii,i/A,.ii,/i1dii,,fi d, o 7,--� �� a. D4DaD.1DaD js. Ili% WITH SS BANDING, /��� V rI rI� .1 • • • D. i� ` d. l `/Q" //�% _______ Ira". INE V. l I / / WATER RESISTANT �\\ a \ \s (� l.,,. 1iOPEN aD4D4D4D4D I/ .7��.:U IL.L' ll.fill IF IMO. i • • � Ir 1 <1 ac an I / ao nu / ® TP NYLON IP � r I TAPE OR YL Z d ac � r of I 11 LET FOR INLET/ �: /\ / av av av 1 IIiTN tCE 1 / ov ov / � �fS 1 I 4I � 1 TIE. (BY OTHERS) `Ti � �-� � � "� �-� --� �-� � �'�:�i••-%��''•:�:'i;';�';;3�i; ��%�;;'��';' 1 ° °/ OUTI- / � •/ j {/i {i i tires tir,� ,�i..� {�i {i.i {i..� /t� . � .�i� {ir .tires {// {i / {i i.i {� % MIN. 2'-0" /apav°°I. /•/a ET ,•aD•aD4DaD•4D�, 1 Qp4D14 .4D F� SUITABLE COMPACTABLE FILL 1�'I�'I:�'I:11/:1'I:11%11%�j1/:1�,%11 II�•I:• /� 11 %Sir I• %g401,6411/A1 ��� Q a arm , ' 4� POF�T Q� 1 / N..�. //.t�•�. I / / /.ti.�. // •.ti / • i-,i.ti�1 -�1 �� �/ 1D.41101r4D1 �h, X11 1 ) ll ✓,. //// �•' {•. • !••.te•.•.{�•�.ti•/.ti••.ti •.G/•. / a4 I s SLEEVE r/�j (AS NECESSARY - DESIGN BY \\ N/• 'I X11�'/•!�j11•,•j/11!.I�/1�//�// �'I•�./�1/�'/ //!j/I X11! I�1/ /\\ \Pr 001:145.//< I I- l, 111111111! �� ENGINEER OF RECORD) \ 111;100 //O %_ il: •�.� I- ifl //1 0 ft NI CO LO NI 00 1 I. 1 1 ,.� t• I,•, ► Ul 4t• I• \\ SANITARY TEE SANITARY SEWER N Wo4v, i it ••a D•a D 1 l 1D-1 Dp /� AMMAR ►°r:�/ra. /� o z IN 0 ,1I •a c•a c•a n•a e•a n• •,::\ PROPEX GEOTEX 601 �r� 1:1:1 //;�1/ /\/ w OD cvI YY(]D a1°o,. SIDE J g•v*vC'D•a*v•t °� .f�••�.�I ' ''t/ :�1 \ Q W_ 1� /� / MIN. 1'-0"�`�� / / NON-WOVEN GEOTEXTILE (OR w•t/!�ir �ir...•,t/r/ce1°��� / 1 / -►� / /:1 , O _��� dpPANEL aDaD4D4D D �� =.r•. Y ► /., / . o�/7�, QB QD/ •1 , 1 r 4D 4D a D aD 4D '� \ /'1 1 QD NON-WOVEN GEOEXTILE EQUAL) SURROUNDING MODULES ` � N // ' :/1/.0/�' \ -� w Z z z Y'' � AND STONE/SOIL INERFACE �/\/°!-0,,t ► �°rwr,�/tr�•1��/% wc� o`� 1/ 1 _--♦�►., QDI ./ ; l r FABRIC PROPEX GEOTEX A/ i1• ' ► 4.....4, \ o o in Q w w 1 601 OR APPROVED) \j/ /`0.f 0 f. ;f!1t/rl.�\//\\/j LEXIBLE JOINT SIDE PANEL \/\\ 1 e t 0,,a!i i..9i 0%• 6 •„�i •,S •,,a!i •S ti: {i: ti ti/ ti.•,.ti ti i�� 1�i /\\/y,� ONCE REMOVED ///� • I• /'� /• I• I� I• I� /• I• /.• L� /• I/• /• I� I� J••' /.� �/ /. \ ��daftilef.ierth ::4A.ie:tig.AllA ,4:ta..��...�e,,..�tlel t. a ..ii:..i 9V1 DATE: 01 /25/2016 ;\ `/, \s•s„ v v .7,....„.7/.7• ,,\v/ - .7/.7,.7.; • • v//< \; •\ /\/�/\/ //v v �• v/\/ / \\X 45' BEND 2"x1/4" S.S. STRAPS ANCHORED TO WALL _ INLET/OUTLET PORT '4\Y, /\.Py\/�/\\ / ///`r\///%, // /�/��/�j//N / /Y/�/�\\ // ///�'/\/\�\/ \/-0/�//\� I WITH 3/8" S.S. ANCHOR BOLTS AT 4' O.C. SCALE: NOT TO SCALE TABLE A: INLET/OUTLET •\// / /// \/ ////\ /�\ \� .� //.\//� C\\ \ \/ // � /\//\/�/ DEPTH SPECIFIED BY a (PROVIDE SINGLE STRAP MIDPOINT WHEN PORT DIMENSION \�\ �� /�J�\ ice\ �.�\r�.r\���� � j\, ENGINEER OF RECORD -i STANDPIPE IS LESS THAN 4' IN HEIGHT) PROJECT: _ NYLON ZIP 'TIES IN FOUR QUALITY CONTROL CERTIFICATION PORT SIZE OPEN SIZE CORNERS 3/a" ANGULAR STONE STORMTANK MODULE 6" MINI. '' • - #2015825 � (MINI. 50 LB TENSILE MIN. 1'-0" GROUP REVIEWED DATE - " V STRENGTH p PROJECT MANAGER _ 1 Z 13.75" ••/ ) 1 5, SURVEY _ 14" 15" , DRILL %" DIAMETER HOLE INTO ENGINEER OF RECORD RESPONSIBLE SIDE PANEL THROUGH FOR ENSURING SUBGRADE SOILS MEET ELEVATION SHEET ENVIRONMENTAL . / CIVIL OPENING IS SHOWN VERTICALLY CENTERED PRE-DRILLED HOLES IN BEARING AND SETTLING REQUIREMENTS STORMTANK INSIDE DROP MANHOLE 3 OF 3 FOR VISUAL CLARITY. PART MUST BE MOUNTING PLAE CROSS SECTION STRUCTURAL INSTALLED HORIZONTALLY CENTERED NOT TO SCALE ARCHITECTURAL