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HomeMy WebLinkAbout47797-Z Itv.l ► O � 1 I til VJ —.-i_..�w�y� b� t' ' P_:�`�y a F��..hrtr x �YP atN�+i^ a�•:i �, °v�£���*k M,.aa��3j �,y r�tx� r-7�rt� ���c+.q��c,��y,a ty d�r�v�+�'�s� { ✓ 4 F�zs� Y � r � t I F� 'M 'o t dpi I 1t E `J E W E t APR 0 7 2022 y" BUILDING DEPT. TOWN OF SOUTHOLD ROBINS 15LAND LLC PROP05ED POOL DETAIL MARCH 2, 2022 BINDER POOLS SHELTER ISLAND, NY Coe.�V_m Om IW. X l'-0"IMPPI Mlilz 5,T ONpoa o;t'w'lo.lvlkjfTLl FIT okluvLow 6WIM llf(Hr, Af I,%fO M",COINMIM pa lx 10 oj M'?ICN,( ifK MAM 50L%MU fa�5ML-WL LOARN6 K?50.10 NQZIeR 1,0;pm RR 50,115 01.1166:11R -fl <�,7j L—J. MAIN AIN IN t %MMEMON FMC 62 % 5Lc WIN.WrIk,N 5wl lzp�m will POOL WALL SECTION AT DEEP END 2 POOL WALL SECTION AT SHALLOW END BENCH SCALE:V=1'44' SCALE:V=1'-00 PRIVATE RESIDENCE RMWMIANO= 10.5" 12" Coping Pavers Mortar _ 4' Compacted Sand 6" Tile 12" Bond Beam O 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; /j Shotcrete Gunite 4,000psi minimum Grade 40 rebar (conf to. ASTM A615) All work to be in compliance with ACI-318 N ry �0,p 4' min. thick Gravel base w U>'AUIHOMD NIMMN OR ADRON TO IRIS ORAWIHG-ANO MAIEO AOCUIlE 0 6 A NO AWN Of SEC. 7209 O•�!IHE AM=90N UW R�F�S S10NP' JOB& binder DATE: 5:19.19 Typ Pool yg$8 9 SHERMAN.ENGINEERING SCALE: AS NOTED 9 ® &CONSULTING P.A. Cross Section ¢ 14NELMARAVENUE DRAWING NUMBER S�C ti ST AUGUSTINE,FL 32084 1 �d 414 631:831.3872 MORM \ +25.1 RACE -- -- -- 1` +24.7 /TVB/NS O O 2s -+�t ISLAND \ COVE "i +23.5/ O O +26.7 \ \ +22.4 / F DRAINAGE AREA 1: POOL COURTYARD & EXISTING DRIVEWAY \ � +25.3 O O +24.7 COURTYARD= 4,900 SF GEOTHERMAL WELL FIELD �' +29.7 \ \ ,�!� +zs.9 F DRIVEWAY= 2.900 SF [ / O +�o•� O O �� \` +30.5 1 �5 \ \ 0 \ 7,800 SF J� PROVIDE 10' DIAM. LEACHING POOLS TO CONTAIN RUNOFF FOR 2" RAINFALL O / +30.5 \ \ F 7,800 SF x 1.0 x 2/12= 1,300 CU.FT 1300/68.42=19.0 VF REQUIRED / +25.2 j 3206 3109 \ \ INSTALL (2) 10' DIAMETER LEACHING POOLS HAVING AN EFFECTIVE DEPTH OF zs.o GREAT ROB/NS LITTLE N / / .15 D \ \ \� F 10' EACH FOR A TOTAL OF 20 VF PROVIDED. PECON/C /BLAND PECON/C RAY BAY / 32.,5 p \ \ \ / DRAINAGE AREA 2: DRIVEWAY SANITARY y;\ / D s / �� r y SYST 5 S SANIT R -I-30.6 ° 31, a \ \ \O AREA= 1,400 S.F. SYS S S 31.04 p 32.20 p \ \ 1 PROVIDE 8' DIAM. LEACHING POOL TO FOR 2" RAINFALL S 31 a S 31 7 \ +28'\/ 1400 SF x 1.0 x 2/12= 233 CU.FT 233/42.24=5.5 VF REQUIRED / N / s s LODGE +3i.3 \ \ INSTALL (1) 8' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF 6'I 32.26 �,NE L \ LAWN \ \,� F +27.0 +27.3 / FOR A TOTAL OF 6 VF PROVIDED. 0 \ DRAINAGE AREA 3: DRIVEWAY _ +27. F, / - \ ® go® �o AREA= 950 S.F. 31. o � 28.1 o FUEL _ 1 / \ F PROVIDE 8' DIAM. LEACHING POOL TO FOR 2" RAINFALL I P•lo \ 950 SF x 1.0 x 2/12= 158 CU. +31. 31.77 32.60 31. +30. /� 0 / FT +zs.9 I \ 31.74 31.51 +2s, 158/42.24=3.8 VF REQUIRED SOUTH LAWN p +31.a a LAWN \ E INSTALL (1) 8' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF 4' RACE I32.s p a� 31 a q L�n m 3�4 DARER 6E ' \� E _� FOR A TOTAL OF 4 VF PROVIDED. \ I D NG Mas, 1, I® (DA-6) 1 /E .•--'" E "� / / DRAINAGE AREA 4: DRIVEWAY KEY MAP � 3L580N�WW` 11 LEGEND +2a.4 26-- 31. O1�' I� II )POSED +28.9 E_�' ' / sv - D JO ,19 .; II PRrL ` E �� ��o® AREA= 950 S.F. 1-=2000') SEWER VENT- SEWER ENT SEWER MANHOLE Q 30� \ o LLQ �LLL9LLL rr ppRK1N� Aim / PROVIDE 8' DIAM. LEACHING POOL TO FOR 2" RAINFALL r-' +31.7 L L L L LLL °E �� RjpGE NOTES CLEAN OUT-- co '� '� \ o T 31. 9 LLL E ' -32 ISTING UTILITIES TO REMAIN 158/42.24 1308xVF/REQUIRED CU.FT DRAINAGE INLET - 0 a +30.5 +31.0 / 32 -_ B `-LL +31 3 m DR�AGE RIM® ,� \ � AREA 5 M-Q DEPPPTf TO BE INCREASED INSTALL (1) 8' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF 4' DRAINAGE MANHOLE- QD / \ D EXISTING \ f (DA-5) AS NECESSARY FOR A TOTAL OF 4 VF PROVIDED. 1) LOT AREA= ±445 ACRES. +31. DRAINS �` CATCHBASIN ® / POOL COURTYARD ED o TO BE 2) THE SUBJECT AREA IS NOT WITHIN ANY SPECIAL FLOOD HAZARD AREA ACCORDING i TO BE GRADED I PROP REM DRAINAGE AREA 5: PARKING COURT TO FEMA FLOOD INSURANCE RATE MAP #36103CO502H, EFFECTIVE 09/25/2009. WATER MANHOLE ® GROUND 66' �y9 _-- WATER VALVE ® TO YARD DRAINS IN�p00 / _ , - SIM. &WELL SED ® 3) HE PROPERTY IS ZONED R-400 AREA= 3200 SF34� +31.2 TC 3,.76 4 ELEVATIONS REFER TO NAVD, 1988. FIRE HYDRANT UTILITY SERVICE LOCATIONS _ �r PROVIDE 10' DIAM. LEACHING POOL TO FOR 2" RAINFALL ) 5) THERE ARE NO APPARENT WETLANDS WITHIN 300'OF THE SUBJECT AREA. © FOR POOL EQUIPMENT / 313+ LPW°�P1°cs YARD DRAIN 31 6 34.5 3 6) SPECIMEN TREES WITH APPROXIMATE CALIPER ARE DEPICTED. ` � � � 3200 SF x 1.0 x 2/12= 533 CU.FT CABLE N MANHQLE- & POOL TO BE INSTALLED L L �_.®RIM � oL / , ��� r 533/68.42=7.8 VF REQUIRED CABLE N BOX ®CAN IN OPEN AREAS/ LAWN +33.s PROPOSED TC 31.39 DRNN a 1 4.G �� , q0 e INSTALL (1) 10' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF CONSTRUCTION NOTES GAS MANHOLE © LOCATIONS TO+34.3 / SURGE BC 31.3PROpOSED � / �- GAS VALVE cv BE DETERMINED / / TANK O "RD ., �'^ �_ G - �- / 8 FOR A TOTAL OF 8 VF PROVIDED. GTI+ / 4'2 I PROPOSED THIS PLAN SHOWS THE GENERAL SCOPE OF THE WORK TO BE PERFORMED AND DOES GAS METER X DRAIN / �- DRAINAGE AREA 6: PARKING COURT NOT NECESSARILY SHOW ALL DETAILS REQUIRED FOR CONSTRUCTION. THE CONTRACTOR RIM 33.5 ��''7� MONITORING WELL t� / / 4 RIM 0 J� �Sn�a� ¢ 38 2 I , LIMIT OF CLEARING AREA= 2800 SF SHALL CONTACT THE OWNER OR OWNER'S REPRESENTATIVE PRIOR TO BEGINNING WORK O4 °'�� l E78 wi •�t7 ?\ RIM \ , & DISTURBANCE IF ADDITIONAL INFORMATION IS NEEDED TO IMPLEMENT THE PLAN OR PLANS UNKNOWN MANHOLE- M J o p ° \ PR POS D , UNKNOWN VALVE ® +47� D�YWEILL HAY BALES/ PROVIDE 10' DIAM. LEACHING POOL TO FOR 2' RAINFALL REFERENCED HEREON. / +335 ? RE3s 1� .YW , SILT FENCE 2800 SF x 1.0 x 2/12= 467 CU.FT ALL METHODS AND MATERIALS OF CONSTRUCTION SHALL CONFORM TO STANDARDS AND ELECTRIC MANHOLE- (D K-,1 - -34- ' PRO`pOSED 4 42.a i \ \\ \ J ) ® 467/68.42=6.8 VF REQUIRED TRANSFORMER D \ I I \ INSTALL (1) 10' DIAMETER LEACHING POOL HAVING AN EFFECTIVE DEPTH OF SPECIFICATIONS OF THE TOWN OF SOUTHOLD, STATE OF NEW YORK, NEW YORK STATED PRO�SED ' DRYWELLS / X 0 PRO`POSE'D +40.6 DEPARTMENT OF ENVIRONMENTAL CONSERVATION AND SUFFOLK COUNTY DEPARTMENT OF TELEPHONE MANHOLE- (1T POOL QUIP. +3� (DA-1) 438.3 I I I 8 FOR A TOTAL OF 8 VF PROVIDED. � EAs�TH \ HEALTH SERVICES AS APPROPRIATE. BOLLARD PAD\ +35.2 + +37.1\ I I / / DRIVEYr�AY \ \ TTRAFFIC RAFFIC BOXLIGH ® +3s.5/ ® ® -®®e I ®28 \ \ +"42.8 I i I , THE CONTRACTOR SHALL INSPECT THE SITE OF THE WORK AND BE FAMILIAR WITH EXISTING CONDITIONS, VERIFY DIMENSIONS, AND IDENTIFY POTENTIAL PROBLEMS WITH / �' \ \ +43.7 ® \ THE EXECUTION OF THE WORK. ANY POTENTIAL EXISTING CONDITION DISCOVERED THAT UTILITY POLE � \ I / / ® y I RIM I MAY IMPACT THE WORK SHALL IMMEDIATELY BE BROUGHT TO ATTENTION OF THE OWNER LIGHT POLE \ +34.9 ' ® \ \44 /� e OR OWNER'S REPRESENTATIVE. GUY �- / / \ / +45.4 1 \ DRYWELL� ® THE CONTRACTOR IS ADVISED THAT THE UTILITY INFORMATION SHOWN ON THE PLAN IS TRAFFIC SIGN / � 1 \ --a2--- i(D-2� y BASED ON THE LOCATION OF SURFACE STRUCTURES AND/OR MARK-OUT BY OTHERS TREE `' ( I / 41'9 / /� E24 / VISIBLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE +33.0 / / +38.5 ' / ^�,, E \ LOCATION OF EXISTING UTILITY SERVICES SHOWN ARE APPROXIMATE AND MUST BE CABLE LINE c FIBER OPTIC LINE-- FO +36.6 \\ ® \ CONFIRMED INDEPENDENTLY BY THE CONTRACTOR PRIOR TO THE COMMENCEMENT OF G CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT SANITARY MAIN/LINE-- S \ / I, / ®® \\ / LOCATION, SIZE, TYPE AND DEPTH OF UTILITIES, PIPING, DRYWELLS, SANITARY +35.5 a E3o 46.6 DRAINAGE MAIN/LINE-- D / ,/RESTORE / \ STRUCTURES, ETC., PRIOR TO BEGINNING WORK. THE CONTRACTOR MUST CONTACT THE ao ®� ® APPROPRIATE "ONE CALL"SYSTEM TO ENSURE ALL UTILITIES ARE PROPERLY AND WATER MAIN/LINE W G / DIRT I I / +44.7 / �+4a'2- 48_` \\ / ® 1 COMPLETELY MARKED IN THE FIELD PRIOR TO ANY SITE WORK. TELEPHONE MAIN/LINE­- T \ �6 / / TO 6' PA�fH I I \® / / ®® IF DISCREPANCIES ARE FOUND, THE OWNER OR OWNER'S REPRESENTATIVE MUST BE ELECTRIC MAIN/LINE-- E ° / / I I1" a E18 ® NOTIFIED IN WRITING. GAS MAIN/LINE G / / I 1+ao.a � s' E24 Els �I � I THE CONTRACTOR IS RESPONSIBLE TO IMPLEMENT EROSION CONTROL MEASURES IN OVERHEAD WIRES OH �� $, / ` /✓ +46.4* ACCORDANCE WITH TOWN OF SOUTHOLD AND NEW YORK STATE STANDARDS AS FENCE - CHAIN LINK-- X 1 ® NECESSARY TO PREVENT SEDIMENT AND OR DEBRIS FROM WASHING INTO EXISTING GRADE +40.25 \ ' I +45.t\ I +48.5 ®r� R 22 ® +a__, / WOVEN WIRE FENCE / PROPOSED GRADE- 40.25 / / (MIN. 14 GAUGE -40.11UNDISTURBED/ADJACENT AREAS. � I J /®s E f 10' MAX. C. TO C. . 6" MESH IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ALL DISTURBED AREAS. EDGE OF ROAD - - - - / +41.3 �- I ® + •4 SPACING ,�' CURB 36" MIN. LENGTH FENCE DROP CURB / -42- -- \\ +46.5 a /I� POSTS DRIVEN MIN. 16" c ® INTO GROUND. WALL \ +43.4 ( \ ® / ��� The offsets or dimensions shown from structures to the property lines are for a specific purpose and use,and therefore,are not CONCRETE/MASONRY-- \ \ \ / / HEIGHT OF FILTER Intended to guide in the erection offences,walls,pools,patios,additions to buildings and any other construction. w a +43.5 W W W 16" MIN. Subsurface and environmental conditions were not examined or considered as apart of this survey. o +44.3 r 6" MIN. Easements,Rights-of-Way of record,if any,are not shown,unless otherwise noted. *;O W W / / ® ONS �, WWW W W W•'. EXISTING / , FI Q ' W Property corner monuments were not placed as a partof this survey,unless otherwise noted. PROPOSED 4¢ 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 TANK / i _ _ I 36" MIN. FENCE POST Surveys adopted by the New York State Association of Professional Land Surveyors,Inc.The certification is limited to persons for \ / 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 \ ( +46.0 // e a E 1/2 GAUGE W/ MAX. 6" MESH survey. SPACING) WITH FILTER CLOTH 20"MIN. Said certifications indicated hereon are not transferable. FL UNDISTURBED GROUND \ \ \ +45.1 x}46.0 EMBED CFILTER CLOTH IL 16"MIN. +45.9 e \ A MIN. OF 6" IN GROUND.\ 4"�®�\ \ SECTION VIEW +aa.7 \ +44.4 / �O \ CONSTRUCTION SPECIFICATIONS Date Revision \ +45.1 / 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY FENCE POSTS WITH WIRE TIES Tax Map: DISTRICT 1000 SECTION 134 BLOCK 03 LOT 5 1-1O 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. tt 3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER- LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, `- PINNACLE 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, m 2022 PINNACLE LAND SURVEYORS LLP NEW YORK STATE DEPARTMENT OF TRANSPORTATION, SILT FENCE 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 Date Unauthorized alteration or addition to this survey Is a violation FEBRUARY 10, 2022 of Section 7209,sub-division 2,New York State Education Law. Scale 0 30 60 1" = 30' Feet Sheet No. � 1 1of1 Project No. Copies of this survey"map'not bearing'the land surveyor's VIEW: 180046 embossed seal and signature shall not be considered to be a true and valid copy