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HomeMy WebLinkAbout50822-Z of Sao Tyo`o Town of Southold * * P.O. Box 1179 2 410 53095 Main Rd CO No Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46827 Date: 01/29/2026 THIS CERTIFIES that the building IN GROUND POOL Location of Property: Peconic Bay New Suffolk, NY 11956 Sec/Block/Lot: 134.-3-5 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 04/07/2022 Pursuant to which Building Permit No. 50822 and dated: 06/14/2024 Was issued, and conforms to.all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: In-ground swimming pool fenced to code at existing estate as applied for. The certificate is issued to: Robins Island Hldngs LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 22-85976 11/03/2022 PLUMBERS CERTIFICATION: A ho e Si ature TOWN OF SOUTHOLD ���FFQlK aye BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50822 Date: 6/14/2024 Permission is hereby granted to: Robins Island Hidngs LLC c/o Belvedere Property Mgmt 11 Times Square FI 37 New York, NY 10036 To: Construct in-ground unite swimming g g g pool at existing estate as applied for. replaces by#47797 At premises located at: Peconic Bay, New Suffolk SCTM #473889 Sec/Block/Lot# 134.-3-5 Pursuant to application dated 4/7/2022 and approved by the Building Inspector. To expire on 12/14/2025. Fees: PERMIT RENEWAL $150.00 Total: $150.00 Building Inspector svfF TOWN OF SOUTHOLD moo aye BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy • �R? SOUTHOLD, NY Ay BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47797 Date: 5/9/2022 Permission is hereby granted to: Robins Island Hldngs LLC c/o Belvedere Property Mgmt 11 Times Square FI 37 New York, NY 10036 To: Construct in-ground gunite swimming pool at existing estate as applied for. At premises located at: Peconic Bay, New Suffolk SCTM #473889 Sec/Block/Lot# 134.-3-5 Pursuant to application dated 4/7/2022 and approved by the Building Inspector. To expire on 11/8/2023. Fees: SWIMMING POOLS-IN-GROUND WITH FENCE ENCLOSURE $250.00 CO- SWIMMING POOL $50.00 Total: $300.00 Building Inspector Certificate of Compliance ........................................................................................................................................................................................................... CERTIFIED ELECTRICAL INSPECTIONS, INC. 188 PARK AVENUE I� AMITYVILLE, NY 11701 AN ......................................P: (631) 598-5610 ................................................................ED .................................................................... CERTIFIES THAT UILUING DEPT. rn1neenirr4nin Upon the application of Upon premises owned by Genovese Electric Robins Island Holdings LLC. 27 Whitefield Lane c/o Belvedere Property Mgmt Coram, NY 11738 Peconic Bay New Suffolk, NY 11956 Located at: Peconic Bay, New Suffolk, NY 11956 Application Number#: 22-85976 Certificate#: 22-85976 Electrical License#: ME-60644 Section: 134 Block: 3 Lot: 5 Building Permit#: 47797 Described as a Residential occupancy, wherein the premises electrical system consisting of electrical devices and wiring, described below, located in/on the premises at: Inground Swimming Pool/Service Equipment A visual inspection of the premises electrical system, limited to electrical devices and wiring to the extent detailed herein, was conducted in accordance with the requirements of the applicable code/or standard promulgated by the State of New York, Department of State Code Enforcement and Administration, or other authority having jurisdiction, and found to be in compliance therewith on the 3rd day of November 2022 Name QTY Time Clock-40 Amp, 220V 1 GFI Circuit Breaker- 15 Amp, 120V 2 GFI Receptacle- 15 Amp, 120 V 1 Switch - 15 Amp, 120V 1 Pool Panel - 100 Amp, 240V 1 Pool Receptacle-20 Amp, 240V 5 GFI Circuit Breaker-20 Amp, 220V 2 Electrical Inspector: Robert Ceriello C ...............!fir'.,. This certificate is not valid unless raised seal is present. g SOUIyo� # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 � vv1NSPECTION og [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. . [ ] FOUNDATION 2ND [ ])"ULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINALAAl.__ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ]` FIRE RESISTANT CONSTRUCTION: [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL RE RKS: 0 rt DATE lvyJ INSPECTS S�V"RAfA� UE SHERMAN ENGINEERING&CONSULTING '7'0 MAGNOLIA DUNES CIRCLE ST AUGUSTINE,FL 32080 631.831.387'2 May 1, 2022 Building Department Town of Southold 53095 Route 25 Southold, NY 11971 Re: Pool steel inspection; Permit#47797; Robins Island Holdings LLC Robins Island SCTM 1000-134-03-05 Building/Zoning Official, This certification is for the foundation steel installed at the above referenced property on or about April 27, 2022. The rebar was installed in substantial compliance with the approved design with a wet edge having double steel rebar cage consisting of#4 bars at 10" each way throughout the bottom and #4 bars at 10" horizontal and 5" vertical in the walls. All steel was spaced to be in the middle of the 10" concrete shell and 33" beam with appropriate laps and intersections tied in accordance with acceptable building practices. This certification is limited to the installed structures and does not include, nor does it address plumbing, electrical, site placement, or any other aspect of construction. Please contact me if you have questions or require clarification for this certification. Very truly rs Sherma ng' ring & Consu ng, P.A. Matth w Sherman, P.E. CF NEW y e 1 l N nu R�FESSVONP C:I)RL ENGINEERING DESIGN SITE PLANNING PERMITTING FIELD INSPECTION REPORT DATE COMMENTS zf FOUNDATION (1ST) -------------------------------------- FOUNDATION (2ND) -� z 0 `O y ROUGH FRAMING& PLUMBING y I V11 vl r INSULATION PER N.Y. STATE ENERGY CODE FINAL ADDITIONAL COMMENTS s131a�2 - as 6A ,� a e bAe, 1, ov aeceiv 0 Z 2, �'2c� Cep e ' 2 cc zsr�- ec.'of Qjqj pd 3> r -7 -7 s #44,nn tv z x E� y x / b H I Southold Town Building Department P.O.Box 1179 Permit#: 47797 53095 Main Rd X . Southold,New York 11971 Permit Date: 5/9/2022 (631)765-1802 Expiration Date: 11/8/2023 Parcel M: 134:3-5 BUILDING PERMIT RENEWAL LETTER Dated: 5/31/2024 Applicant: Robins Island Hldngs LLC Location: Peconic Bay,New Suffolk Work Description: IN GROUND POOL Construct in-ground gunite swimming pool at existing estate as applied for. A FEE OF$150 IS REQUIRED TO RENEW THIS BUILDING PERMIT. Owner: Robins Island Hldngs LLC Address: c/o Belvedere Property Mgmt 11 Times Square Fl 37 New York,NY 10036 The permit listed above has expired. No work is permitted or authorized beyond the expiration date. Please submit the above fee made payable to the Town of Southold. Mail to the Town of Southold Building Department,P.O. Box 1179, Southold,New York 11971 THANK YOU, SOUTHOLD TOWN BUILDING DEPT. ,� F TOWN OF SO.UT>iIOLD PUILDING D19 RT3 NT Town.j-lali Annex 5075 Miin Road P. 4 Bax';j 1,79 SQutbO4 NY. 11971:-0959. m. y 6376e Tephp1)76580F 9502'hos. wwcuol#tcun ov p� �"+ pg T �ateRecerved For Office UseO.nly. /7 2/*'--n PaM.17 NO.. 9u11ding10spi ton APR 0.7 2022 Aplicativns al�d forms msC he€ltf€qrt in ttZeir antlrety:Ingmptete ,„ BUILDING DEPT. appflcatons�rrll nisi be accepted '1Nhere the Appt:rani r notihe: Whery, n TOWN OF SOUTHOLD �uvner'�Authvt+i��tron fot•rtt�6�age 2)sha�f he rrar�pielCed: Da�7ttre..3/27/2022 �<YYx4'�!•�J���FJ.1QPGi1�ar !- y,, x s`.' 7 _ Name; SOTM:.##z000... 134=t?3 ` ROBINS ISLAND HOLDING LLC ProjectAddress:;RQBINS ISLAND Phone#: Emah (Vlalirng Address: TAMES. SQUARE. IB1t1l YtR , i`J'1( 1043 G�?NT�aC'T PER5QN :Mailing Address; EST M..:I:LL �L�,,.NY i�ES1GN PRCyFES�(aNA�lNEORMATIE�N .. . 1Vame LARRY ROBINSON, P;E tvlarlingAddress:38Q.TOWN ME R.0 D, SUITE 160, HAUPPAUGE, N Phone 6.31�696 8535 Emall C�1VT12AGTflR iNEtJRI�UlAY1C1N= _ ivarrie..Bil�}DER PQO.LS Mari 109OdreW:'P(�3.SQX 19�Ox.SHELTER:ISL:AN© 'NY _ ... '�hanet:831 749 .,I jo _, >sma I.LA1.J1 EI1I BtNRERf'DOL CAM ONew Structure OAddition C1Alteration Diiepaii- ❑Detnol'rtfota Estimated Casto-Project IOt li`1 INSTAL'l:INGROUND SWIMMING POOL , wilt the:tot be:re-graded? OYes Eat _a. �fVfl)excess fill be removed:from premises? WYes. ONO! Pltaf'F.RTY 1NFCIR,MATtAN E-Misting use of property. Intended use of property; Zone or use distrtct in which premises is sttuated:. Are.there any covenants and restrictions with'respect to this property? CIY0.:pNo iF YES,PROVIDE A COP.Y., r, � edt ►dhwher/coltugcMirfdesi8rrprofRssksnails spOnsibielarailtlr�inagagndstaMYNO r"MYPsgspCoYidedlAy thariter?,35 ofthr:Town trade APPLIrATtpN iS itER6,i1f lJ�lr to tfe&rlldir�oepartment for tare Essuance a{a sWtding Permh puiaiwrrc to the 9u1h(Irtg Xone grdNea eoitiutTuani�+l5outha1d.51tfiblk,CournY.Net�iYorie�ntl other appikahle taws:Ord,ma nets nrtiedujaHons,tortheeonstruetlotraf 6uifdings adtls,aherations artorremoual ar demolition as i`,ergio desFribed.The applicant ayirees tamnjplyMrith ail epplicablg laws,ordinances,hulidinA code, hq,tsrg hod!afsd regulatluns snd tts Rdmlt�trtlwrbed inspeeto099 ptemises;6nd In buddl,rg(s1 to,necessar�rfttsttet�iorw False statements made hereiriaro piir►iuiwbie as 8',lXass ArtsQertreannr pursUantta Section'310 4Sotthe t�ew1(ork Stateenattswz. EILEEN WINGATE ®Autftbrized agent gowner, Application:Subrnitted dB fi neJ. t: '5ignature_of Applicant :: .,. Date- 3/28/2022: CATFIERIN'E XENdA KEDALA .STATE OF.INEW YORK) NOTARY PUSL(C-STATE.O'F NEW YORK SS; No:01 KE63.7.8600 COli.N7YOFtj?A4104L ) 'Qualified in New'YoikCounty My Commission Expir®s 07-30=2022 Ql�d'Y�f�C svy�� tieing dulysworn,:deposesandsaysahaC(s)heisthe:applicanf {Name of individual signing' retract)above.named, (S)he.is the (Contractor;Agent;'Corporate Officer,etc:) of.:s.aid owner or ow.ners,.and is'duiy authorized to perform or have performed the said workaod tmake.and-file this application;that ail statements contained,i..this application are true to the best of his/her knowledge and belief;and. that the workwail be performed inthe manner set forth in the application:Al therewifh:. Sworn before:methis day of M t �1 20:1 Notary,Public (Where the applicant is not the owner) t:4( residing.at, Qom.,..:. doherebyauthorize Gi e -• S ti tW toapply:on., my'b the Town'of Southold Building Department for approval as do' ritaed herein. Owner's Signature Date F.rint Owner's Name. 1 APPROVED AS NOTED OCCURA t Y '`1 DATE:=�_ B.P.# USE IS UNLAWFUL FEE:` 3 ov.Oa BY: WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TC 4 PM FOR THE OF OCC° FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE' 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL = CONSTRUCTION MUST BE COMPLETE FOR C.O. ompul WITH ALL CODES OF ALL CONSTRUCTION SHALL MEET THE _ ATE & TOWN CODES REQUIREMENTS OF THE CODES OF O D AND CON K TDITIONS OF YORK STATE. NOT RESPONSIBLE FOR VE Y AS DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD SOUTHOLD TOWN TRUSTEES "IMMEDIATELY" N.Y.S.DEC ENCLOSE POOL TO CODE . UPON COMPLETION BEFORE"WATER" RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. e � 10.5" 12" Coping Pavers Mortar _ 4" Compacted Sand 6" Tile 12" Bond Beam " Marble Dust Concrete #4 rebar (4) #4 rebar 10" o.c. throughout 7" Cont. through verticals 5" o.c. where bond beam water depth exceeds 5' O O 12" TO 36" Radius Compacted Soil O Minimum specifications; Shotcrete. Gunite 4,000psi minimum Grade 40 rebar (conf to ASTM A615) / All work to be in compliance with ACI--318 �y 4 . 4" min. thick�� Gravel base wUj LMUWOffl7M AClF AMN OR ADD M TO TlftS DRAWING AND MAIM DOCUOM 6 A WMAWN Of SEC. 7209 OF;ME AM MORON LAW RQFe s Sl6�P JOBS binder DATE: 5.19.19 Typ Pool ER. SHERMAN ENGINEERING SCALE; As NOTED ® s &CONSULTING P.A. Cross Section °q¢ 14 NELMAR AVENUE DRAWING NUMBER' ST AUGUSTINE,FL 32084 1 9d Ov 631;831.3872 t$JA 9 00 .1MV—��PAVIN�5r-r CRIJ 5 pv Af U'TO IV 61.1',1 M F i I a f r, 1 4 wmive sa=An e 5fu912i•L La*ilz 5m%10-rtE -ep PW s(N15 rf"aNkTV ROM-55 fff. /7�441- P astn a QUHP%011E 5T TiCVM55 1w. "Ary im MKC 9x- M.N.WRAI 1%, M-10M fAx-C POOL WALL SECTION AT DEEP END 2 POOL WALL'SECTION AT SHALLOW END BENCH SCALE:V=1'40' SCALE:V=1'-V' PRIVATE RESIDENCE �MSLAM= 1 I I .r f 6 � ✓ h T AM +e'1 �' i Y � � �' S 4 •. 1 tl ✓'F { T". it t M {4 l � r Fr Sx a 3'" v.�? .� �' ss 4 z c r �1" rt ,y-f`t x r,,, s-x. u`� 5 s,;T�=cr y t• at� < ��,r v"f r aF✓,, r,+ a ,y.{k� ��fr.t�a�'3N" ��+ � �znVkk £ rf 53_ e f�$.r,✓'�� .Fu^�a,F- rGl s a�ti ry i iY z`r 1 '�3vr t�°x u� a (r�N`4't. �'r .'• '`x; �' a 5 k"r x I�. i}.✓p. 'i� .,,. t d'1 °vk)- +5. �` a. 3r.J S '4 -(___L_ �°f Y d � -. nq '�3c t t< �k'a '��� aai jTme�-,�.., ,e s� y x• p4 t rr 't t's 'ti.�,sh +^,� f'.sx 1 4� �.l:r �,�F 0.}� '.�S f 4„�'�. 5, X'•,J ja. Cox K d. St �� Yf 1^•`�F,-��'��'p1( fk�h � r ��t h K'g�'� �`��14„�i''yw b r '! I L_ E APR 0 7 2022 BUILDING DEPT. -- �� --- - TOWN OF SOUTHOLD ROBINS ISLAND LLC PROPOSED POOL DETAIL MARCH 2, 2022 BINDER POOLS SHELTER ISLAND, NY NORM \ +zs.1 RACE \ F i +24.7 ROBINS \ 0 O - - - - -26 -+ ,- ISLAND +zz.a J -- --� \ +23.5/ 0 0 +26.7 --_ \ \ r F DRAINAGE AREA 1: POOL COURTYARD & EXISTING DRIVEWAY CODE IJ 0 O O +25.3 za.7\ COURTYARD= 4,900 SF GEOTHERMA" WELL FIELD 0 Q- +29.7 DRIVEWAY= 2,900 SF +25.9 `� 0 + 0 0 +0.5 \ 0 7,800 SF S/TE 3 � \ \ PROVIDE 10' DIAM. LEACHING POOLS TO CONTAIN RUNOFF FOR 2" RAINFALL 0 0 / +305 \ \ F 7,800 SF x 1.0 x 2/12= 1,300 CU.FT \ 0 1300/68.42=19.0 VF REQUIRED / +25.2 % 206 31.09 \ 260 INSTALL (2) 10' DIAMETER LEACHING POOLS HAVING AN EFFECTIVE DEPTH OF T ROBINS L/77LE a / / .15 r_ ° \ \ \� F GREA 10 EACH FOR A TOTAL OF 20 VF PROVIDED. PECON/C ISLAND PECON/C 32.,5 ° DRAINAGE AREA 2: DRIVEWAY BAY 84Y SANITARY SYSTES-_ S / SANITARY / \ \ AREA= 1,400 S.F. SYSTEM \ �- �� �0.6 31.Oa ° 31. 8 S S S ° 32.20 p " +z� \ PROVIDE 8' DIAM. LEACHING POOL TO FOR 2" RAINFALL \ " 1400 SF x 1.0 x 2/12= 233 CU.FT 69 ' 31 4 s 31 �o. 7 \ +31.q I 233/42.24=5.5 VF REQUIRED / \ / S s E/ LOpGE +31.3 � INSTALL (1) 8' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF 6'32.26 1„J�N LAWN \ �^ +27.0 +27.3 / FOR A TOTAL OF 6 VF PROVIDED. . + ° \ DRAINAGE AREA 3: DRIVEWAY \ m \ \ / 31. o �„". � \ ��7a �® �o AREA= 950 S.F. 89 1+2e.1 �L \ e • ��' `� PROVIDE 8' DIAM. LEACHING POOL TO FOR 2" RAINFALL ° 32.60 •00 \ A 950 SF x 1.0 x 2/12= 158 CU.FT +31. 31.77 31. +30. ` i �/ O / z6.9 °31.74 3�11 8y 158 42.24=3.8 VF REQUIRED+ / SOUTIy ►AWN \ 0 I +31.4 LAWN F +zs.� INSTALL (1) 8' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF 4' RACE N ° 32.6 p 31. a L� DRAINAGE ` +�Z9.0 E -� FOR A TOTAL OF 4 VF PROVIDED. p qq� m RIM 3u AREA 6 LEGEND \ 31Mp5580NRY WWK "�y I 0 (DA-6)+2a s E ®E -� E "\-- / DRAINAGE AREA 4: DRIVEWAY \ \ +211.4 J 26 31. pp511NG �; II asEO -�-- �- KEY MAP sv D /D .t9 ; u PROP El- ` E -� `�o� AREA= 950 S.F. (1 =2000 SEWER VENT GRAY F _ SEWER MANHOLE- QS 30/ o L�� L L L�"L L L ii PARKIN A� / PROVIDE 8' DIAM. LEACHING POOL TO FOR 2" RAINFALL +31.7 L L L L L L L i//E �_ RIDGE _� �+�-�� e ,� -32 950 SF x 1.0 x 2/12= 158 CU.FT NOTES CLEAN OUT o � �- -� o T 31. 9 L L L �a / `� m ISTING UTILITIES TO REMAIN 158 42.24=3.8 VF REQUIRED DRAINAGE INLET - O +30.5 +31.0 / 32 B 31L•LLL +31.3 DR jiNAGE RIM® ® DEP�TK TO BE INCREASED / ( ) DRAINAGE MANHOLE- D 0 EXISTING w ARREA 5J.4 INSTALL 1 8' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF 4' 1 ( \ � (DA-5) �' � � NECESSARY FOR A TOTAL OF 4 VF PROVIDED. 1) LOT AREA= t445 ACRES. +31. GRAINS CATCHBASIN ® / POOL COURTYARD Ep TO BE 2) THE SUBJECT AREA IS NOT WITHIN ANY SPECIAL FLOOD HAZARD AREA ACCORDING WATER MANHOLE ® �_ / TO BE GRADED ' PR GROVNp 66. REMOVE m �� DRAINAGE AREA 5: PARKING COURT TO FEMA FLOOD INSURANCE RATE MAP #36103CO502H, EFFECTIVE 09/25/2009. WATER VALVE ® TO YARD DRAINS IN-'p00 - �(IM OSED 3) HE PROPERTY IS ZONED R-400 AREA= 3200 SF 34� +31.2 TC 31.76 RYWELL ` 4) ELEVATIONS REFER TO NAVD, 1988. FIRE HYDRANT UTILITY SERVICE LOCATIONS I `�� / I POSED PROPO C ''6 PROVIDE 10' DIAM. LEACHING POOL TO FOR 2" RAINFALL © FOR POOL EQUIPMENT 313+ L PR0 ac YARD DRAIN < 3a.s 3 - ® 5) THERE ARE NO APPARENT WETLANDS WITHIN 300'OF THE SUBJECT AREA. CABLE N MANHOLE- & POOL TO BE INSTALLED-' LL WSbE� RIM 3200 SF x 1.0 x 2/12= 533 CU.FT 6) SPECIMEN TREES WITH APPROXIMATE CALIPER ARE DEPICTED. CABLE TV BOX ®CATV IN OPEN AREAS/ PROPOSED TC 31.39 °a_, 533/68.42=7.8 VF REQUIRED L,gy�N +33.9 BC 31,3 OSVDI 4.O ® /- INSTALL GAS MANHOLE © LOCATIONS TO+34.3 / SURGE PROP RaN 4.1 �- L � 40 �-� ` (1) 10' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF CONSTRUCTION NOTES BE DETERMINED / TANK Q ARD° i ® 8' FOR A TOTAL OF 8 VF PROVIDED. GAS VALVE © / 4.2 I �' \ +41.s THIS PLAN SHOWS THE GENERAL SCOPE OF THE WORK TO BE PERFORMED AND DOES GAS METER PROPOSED / ® �� \ DEN MONITORING WELL- a RIM i i) DRAINAGE AREA 6: PARKING COURT NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR CONSTRUCTION. THE CONTRACTOR RIM 33.5/ 2_ \�R s LIMIT OF CLEARING AREA= 2800 SF SHALL CONTACT THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK tS / . RIM \ ® & DISTURBANCE IF ADDITIONAL INFORMATION IS NEEDED TO IMPLEMENT THE PLAN OR PLANS UNKNOWN MANHOLE- MQ / ' o ,may o 0 34L / ^ \ +41.\ 1\\ z.� p� ELD HAY BALES/ PROVIDE 10' DIAM. LEACHING POOL TO FOR 2" RAINFALL REFERENCED HEREON. UNKNOWN VALVE ® '- +33� o 4 0�'A\ Y bA- ) ® SILT FENCE 2800 SF x 1.0 x 2/12= 467 CU.FT _ a E3s ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO STANDARDS AND ELECTRIC MANHOLE- EO -34 42.8 \ S ® 467/68.42=6.8 VF REQUIRED PROPOSED \ \ SPECIFICATIONS OF THE TOWN OF SOUTHOLD, STATE OF NEW YORK, NEW YORK STATED TRANSFORMER O PRO SED ' DRYWELLS \ I / 3 +40.6 INSTALL (1) 10 DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND SUFFOLK COUNTY DEPARTMENT OF TELEPHONE MANHOLE- QT POOL EQUIP. +3� (DA-1) ` TI PROPOSE'`D I I I 8' FOR A TOTAL OF 8 VF PROVIDED. HEALTH SERVICES AS APPROPRIATE. BOLLARD . PAD\ +35.2 +37.1\ I I I / 438.3 / ■ ` EAkTH \ E FAMILIAR WTH TRAFFIC BOX ® R® e ®® ® 36 / / 28 \ \ +'12�I I I I ,\ EX ST NOGN CONDITIONS, VERIFY D MENS ONS,NIEWAY THE CTRACTOR SHLL INSPECT THE SITEANND IDENTIFY POTENTIALOF THE WORK AND PROBLEMS I WITH TRAFFIC LIGHT 0 G +35.5/ I / / \ \ ` IM +43.7 4 ' , \ THE EXECUTION OF THE WORK,. ANY POTENTIAL EXISTING CONDITION DISCOVERED THAT UTILITY POLE � / I / / I R I MAY IMPACT THE WORK SHALL IMMEDIATELY BE BROUGHT TO ATTENTION OF THE OWNER LIGHT POLE 7 \ +34.9 ' I / ® \ \44 ® \ OR OWNER'S REPRESENTATIVE. o \GUY +as.a \ PROPO D / \+41.7 \ / I \ \ DIRYWELL> , THE CONTRACTOR IS ADVISED THAT THE UTILITY INFORMATION SHOWN ON THE PLAN IS TRAFFIC SIGN / --4 - --(DA- i1 , \ /2'I BASED ON THE LOCATION OF SURFACE STRUCTURES AND/OR MARK-OUT BY OTHERS TREE Q' `' 419 cr E24/ �t VISIBLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE i+33.0 I J +3e.s I / / \ E LOCATION OF EXISTING UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE CABLE LINE c I / 'a® \ I�i , CONFIRMED INDEPENDENTLY BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF FIBER OPTIC LINE- Fo G +36.6 / CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT SANITARY MAIN/LINE- s / / �as.6 �� LOCATION, SIZE, TYPE AND DEPTH OF UTILITIES, PIPING, DRYWELLS, SANITARY DRAINAGE MAIN LINE- +35.5 / D RESTORE \ / STRUCTURES, ETC., PRIOR TO BEGINNING WORK. THE CONTRACTOR MUST CONTACT THE / EXISTING / / ® ♦ APPROPRIATE "ONE CALL"SYSTEM TO ENSURE ALL UTILITIES ARE PROPERLY AND WATER MAIN/LINE- W / DIRT DRIVEW�Y / I I I / +44.7 \ �l // ♦ 1 COMPLETELY MARKED IN THE FIELD PRIOR TO ANY SITE WORK. TELEPHONE MAIN/LINE T / �6 / TO 6' PATH �o / ® IF DISCREPANCIES ARE FOUND, THE OWNER OR OWNER'S REPRESENTATIVE MUST BE ELECTRIC MAIN/LINE- E o 1 ( � / a Eye ♦® NOTIFIED IN WRITING. GAS MAIN/LINE G / / / I I 1 RE24 ) a EEO +40.8 I /®/ / THE CONTRACTOR IS RESPONSIBLE TO IMPLEMENT EROSION CONTROL MEASURES IN OVERHEAD WIRES- off '�-- / +as.a® ACCORDANCE WITH TOWN OF SOUTHOLD AND NEW YORK STATE STANDARDS AS FENCE - CHAIN LINK- X �� / I I I �� ® NECESSARY TO PREVENT SEDIMENT AND/OR DEBRIS FROM WASHING INTO EXISTING GRADE +40.25 \ / I +45. -I-48.5 1' ® +as.,_ -� / ' ® R 22 WOVEN WIRE FENCE UNDISTURBED/ADJACENT AREAS. I42�' � X. W/(MINMAX. 6AUGE MESH PROPOSED GRADE- � 140i / /' I l ® + / ®�- 10' MAX. C. TO C. SPACING) IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ALL DISTURBED AREAS. EDGE OF ROAD - - - - / +41.3 4/ CURB 36" MIN. LENGTH FENCE DROP CURB -42 � �® / \ +46.5 ® POSTS DRIVEN MIN. 16 6 INTO GROUND. WALL 71 \ +43.4 ' \ / The offsets or dimensions shown from structures to the property lines are fora specific purpose and use,and therefore,are not / intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction. CONCRETE/MASONRY- / \ \ \ �e / / HEIGHT OF FILTER W 16" MIN. _ � \ ,�G /� a E8� Subsurface and environmental conditions were not examined or considered as apart of this survey. v +44.3 'w 6" MIN. Easements,Rights-of-Way of record,if any,are not shown,unless otherwise noted. -- _ FLOW `1' v- .v 11, 4, W PROPIOSED � ¢4 iEXISTING � '-� Property corner monuments were not placed as a part of this survey,unless otherwise noted. DIRT ROAD PERSPECTIVE VIEW PROPANE /`-/ / / ® / Certifications on this survey signify that the survey was prepared in accordance with the current existing Code of Practice for Land Surveys adopted b the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for TANK / i _ _ _ " ( 36" MIN. FENCE POST y P y y i _ \ / WOVEN WIRE FENCE MIN. 14 �\ whom the survey is prepared,to the title company,to the governmental agency,and to the lending institution listed on this +a6.o survey. �\ �// � a /,0 1/2 GAUGE W/ MAX. 6" MESH \ I SPACING) WITH FILTER CLOTH 20"MIN. Said certifications indicated hereon are not transferable. FLOW \ \ UNDISTURBED GROUND \ \ +45.1 i ,+46.0 REB o�\\ \ 1 \ � COMPACTED SOIL EMBED FILTER CLOTH 16"MIN. +45.9 , \ A MIN. OF 6" IN GROUND. 4"\ Lm- +44.7 ®J\ \ SECTION VIEW \ +44.4 / a♦ \ CONSTRUCTION SPECIFICATIONS Date Revision \ +45.1 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES Tax Ma DISTRICT 1000 SECTION 134 BLOCK 03 LOTS / OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. \ 2. FILTER CLOTH TO BE TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES +44.6 SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, - -- _ 6" MAXIMUM MESH OPENING. ; 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- ' PINNACLE LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABILINKA T140N, OR APPROVED EQUIVALENT. L A N D SURVEYORS L L P 4. PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUIVALENT. 5. MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN 4155 VETERANS HIGHWAY, SUITE 11 631.648.9273 "BULGES" DEVELOP IN THE SILT FENCE. RONKONKOMA, NEW YORK 11779 WWW.PLSLI.COM ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SILT FENCE 0 2022 PINNACLE LAND SURVEYORS LLP NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, NEW YORK STATE SOIL& WATER CONSERVATION COMMITTEE DETAIL SURVEY & SITE PLAN SITUATE ROBINS ISLAND TOWN OF SOUTHOLD SUFFOLK COUNTY, NY EEE(� [�n Date Unauthorized alteration or addition to this survey is a violation IC v F E B RUARY 10, 2022 of Section 7209,sub-division 2,New York State Education Law. APR 0 7 2022 Scale 0 30 60 1" = 30' Feet BUILDING DEPT. Sheet No. TOWN OF SOUTHOLD 1 OF 1 P- Project No. Copies of this survey mapr not,bearing the land surveyor's VIEW: 180046 embossed seal and signature shall not be considered to be a true and valid copy