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HomeMy WebLinkAboutSite Plan Rec'd 1/24/25 (C O CD N CO CD co C, O t.- SOLAR PROJECT 0 - >- " Cu N <- m = Z N ti A O L L -"mH D L U ' l � } N OuU N 3 o m"I UL AN' . W 1L. O O O O O CD TOWN OF SOUTHOLD CD CD 6155 COX LAME7;7_1 z a U CUTCHOGUE , NY 11935 LAT/LONG : 41 . 031004 , 72 .499198 W C,m �_ >' Sao GENERAL NOTES FOR CONTRACTOR PROJECT DESCRIPTION PROPERTY SUMMARY VICINITY MAP NNv SCALE: 1" =4,000 FTry > 1. THE CONTRACTOR WILL COMPLETE ALL WORK TO THE SATISFACTION OF SUMMIT RIDGE ENERGY PAREL N0: 1000-96.-1-17.5 ~ W CO o zW THE PROJECT INVOLVES THE CONSTRUCTION OF AN APPROXIMATELY 4.60 MEGAWATT DIRECT CURRENT (DC), z��, (SRE) IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. THESE PLANS DO NOT COMPLETELY 3.06 MEGAWATT ALTERNATING CURRENT AC ADDRESS:6155 COX LN, CUTCHOGUE, NY 11935 FIXED TILT SOLAR SYSTEM ON THE PREVIOUS SOUTHHOLD LAND L 2: z Nz� 2, PROVIDE SPECIFIC INSTRUCTIONS/MEANS AND METHODS REQUIRED TO SEQUENTIALLY BUILD THE W �W SOLAR PROJECT. THE CONTRACTOR SHALL CONSTRUCT ALL SITE FEATURES SHOWN ON THESE FILL IN SUFFOLK COUNTY, N.Y. LOCATED OFF OF COX. LN. SLOPES ON SITE VARY FROM ^5-20%. THE SOLAR toa PLANS IN ACCORDANCE WITH ALL APPLICABLE RULES, REGULATIONS, AND LAWS APPLICABLE AT RACKING WILL REST ON CONCRET BALLAST BLOCKS AND LIMITED DISTURBANCE TO THE LANDFILL CAP IS LOCATION:41.031004,-72.499198 F) THE TIME OF CONSTRUCTION. ANTICIPATED. U OWNER:TOWN OF SOUTHOLD THE TOWN OF SOUTHOLD INITIATED OPERATIONS AT THE LANDFILL IN 1920 FOR THE DISPOSAL OF MUNICIPAL 2. THE CONTRACTOR SHALL ACCEPT THE SITE AS IT EXISTS AT THE TIME OF THE EPCA SIGNATURE. SOLID WASTE, REFUSE, DEBRIS AND SCAVENGER WASTE. IT WAS OPERATED CONTINOUSLY UNTIL 1993 WHEN IT COUNTY: SUFFOLK ,•M x, THE CONTRACTOR WILL DETERMINE THE QUANTITY OF WORK NECESSARY TO COMPLETE THE WAS CLOSED AND CAPPED. THE CAP CONSISTS OF A 6" TOPSOIL LAYER, A BARRIER PROTECTION LAYER PROJECT. SIRE MAKES NO GUARANTEE WITH REGARDS TO THE ACCURACY OF OF THE SURVEY LOT SIZE:60.02 AC INFORMATION OBTAINED DURING THE DUE DILIGENCE STAGE. THE CONTRACTOR WILL CONSISTING OF 12 OF CLEAN FILL, A GEOCOMPOSITE DRAINAGE LAYER, A GEOMEMBRANE CAP, AND A GAS THOROUGHLY INSPECT THE SITE PRIOR TO BID IN ORDER TO FIELD VERIFY EXISTING SITE VENTING LAYER CONSISTING OF SAND. THE CAP IS CONSTRUCTED ON APPROXIMATELY 2.5 FEET OF COMPACTED ZONING: LI (LIGHT INDUSTRIAL) , , SILTY SAND WITH UP TO 10 FEET OF COMPACTED FILL. DURING CLOSURE A MINIMUM OF 18 INCHES OF SOIL CONDITIONS; CORRELATE CONDITIONS WITH THE DRAWINGS; AND, RESOLVE ANY POSSIBLE COVER WAS PLACED OVER THE GEOMEMBRANE THE MINIMUM FINAL COVER THICKNESS IS TO BE MAINTAINED. EXISTING USE: CAPPED LANDFILL AND MUNICIPAL WASTE TRANSFER STATION LONG ISLAND SOUND CONSTRUCTION CONFLICTS WITH SIRE PRIOR TO MOBILIZATION. THE CONTRACTOR SHALL . _.--, -- - ` .t PERFORM ADDITIONAL.TOPOGRAPHIC SURVEYS HE/SHE DEEMS NECESSARY. PROPOSED USE: SOLAR ENERGY GENERATION 48 3. THE CONTRACTOR SHALL PROVIDE A WRITTEN REQUEST FOR INFORMATION (RFI) TO SIRE PRIOR PV ARRAY SUMMARY LIMITS OF DISTURBANCE: -39.87 AC SITE LOCATION TO CONSTRUCTION OF ANY MODIFIED PROJECT ELEMENT. THE RFI SHALL BE IN AN ACCEPTABLE DC SYSTEM SIZE (kW) 4,607.52 FORMAT TO PROJECT MANAGER AND WILL BE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. AC SYSTEM SIZE (kW) 3,067 APPROXIMATE SITE AVERAGE ELEVATION:70' THE CONTRACTOR IS SOLELY RESPONSIBLE FOR SITE WORK ITEMS CONSTRUCTED DIFFERENTLY co THAN INTENDED OR AS DEPICTED ON THE PLANS. DC/AC RATIO 1.50 +� c MODULE HANWHA Q.PEAK DUO 4. THERE MAT BE ADDITIONAL NOTES, SPECIFICATIONS, AND REQUIREMENTS CONTAINED XL-G11.3/BFG 25 THROUGHOUT THE PLAN SET AS WELL AS REFERENCES TO SPECIFICATIONS FROM APPLICABLE � '` �• �r, GOVERNING AUTHORITIES AND INDUSTRY STANDARDS. IT IS THE CONTRACTOR'S RESPONSIBILITY MODULE POWER (W) 580 r _m TO OBTAIN, REVIEW AND ADHERE TO ALL THESE DOCUMENTS. STRING LENGTH 24 STRING QUANTITY 662 9 5. CONTRACTOR IS CAUTIONED THAT ALL CONSTRUCTION STAKEOUT FOR THIS PROJECT MUST BE MODULE QUANTITY 7,944 `. � i4 r` r�.,. • . ' a COMPLETED FROM THE SITE SPECIFIC SURVEY CONTROL (HORIZONTAL AND VERTICAL) UPON SETBACKS .w ._.'3 ` °"� N BASED. CONTRACTOR SHOULD NOT RELY ON R RE-ESTABLISH -.._ r:.. WHICH THE DESIGN IS S HE C O SURVEY RACKING QUANTITY 662 2X6 wi CONTROL BY GPS OR OTHER METHODS FOR USE IN CONSTRUCTION STAKEOUT OR ANY OTHER , �r PURPOSE FOR THIS PROJECT. ANY DISCREPANCIES BETWEEN THE EXISTING HORIZONTAL OR SIEMENS KACO - INVERTER MINIMUM YARD SETBACK REQUIRED EXISTING PROPOSED VERTICAL DATA SHOWN ON THESE DRAWINGS AND THAT ENCOUNTERED IN THE FIELD MUST BE BLUEPLANET 125-TL3-INT FRONT: 100, N/A 146' REPORTED TO THE DESIGN TEAM PRIOR TO CONSTRUCTION FOR RESOLUTION. o SIDE: 20' N/A 136' INVERTER QUANTITY 25, DERATED 98/o - s. SIDE(BOTH): 40' N/A 271' M } s 6. UNDERGROUND UTILITIES AND INFRASTRUCTURE ARE LOCATED IN OR NEAR THE SITE AND MAY BE - ,f LITTLE PECONIC BAY PRESENT IN AREAS OF PROPOSED WORK. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFYING AZIMUTH 180° REAR: 70' N/A 78' '. �, �� N �; . i:. ; AND LOCATING UNDERGROUND UTILITIES AND INFRASTRUCTURE PRIOR TO WORK. IF CONFLICTS TILTANGLE 20° WITH PROPOSED WORK ARE OBSERVED, CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY FOR PITCH (FT) 39.80 MAXIMUM PV PANEL HEIGHT 8' N/A 8' !' REVIEW. CONTRACTOR SHALL USE EXTREME CARE WHEN WORKING ADJACENT TO EXISTINGE ""-✓ 0° UNDERGROUND UTILITIES AND INFRASTRUCTURE. DAMAGED UTILITIES AND INFRASTRUCTURE INTER-ROW SPACING (FT) 24.80 .r. SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR. GROUND COVERAGE RATIO 0.38 LEADING EDGE (FT) -2 'REQUIRED SETBACKS PER SECTION 280-62 OF THE SOUTHOLD CODE ': - ,.. ..,p "°N Drawn by: .emu A. REXROAT APPLICABLE CODES AND STANDARDS ABBREVIATIONS ADDITIONAL NOTES Design by: A. REXROAT INCLUDING BUT NOT LIMITED TO: AHJ AUTHORITY HAVING JURISDICTION INV INVERT -TOWN OF SOUTHOLD CODE (IN PARTICULAR SECTION 280 & SWM PROGRAM APPROX APPROXIMATELY IRS INTER ROW SPACING 1. THE PROJECT HORIZONTAL COORDINATES SYSTEM IS BASED ON NAD83 NEW YORK STATE PLANE (US SURVEY FEET, EAST ZONE, NY83-E). ELEVATIONS ARE BASED ON NAVD88(US SURVEY FEET). Checked by: REQUIREMENTS) BLDG BUILDING LAT LATITUDE 2. TOPOGRAPHY SHOWN ON THESE PLANS WAS COMPLETED BY LAND DESIGN ASSOCIATES ENGINEERING, SURVEYING AND LAND ARCHITECTURE D.P.C. USING A BASE & ROVER RTKGPS SYSTEM TO DEVELOP CONTOURS AT A 1 FOOT S. MEERSMA -NYSDEC REQUIREMENTS CBW COLLECTOR BANDWIDTH LONG LONGITUDE INTERVAL. -NYSDEC MEMORANDUM, DATED APRIL 6, 2018 REGARDING STORMWATER/SWPPP GUIDANCE CL CENTERLINE MOD MODULES 3. PROJECT PROPERTY BOUNDARIES ARE BASED ON INFORMATION PROVIDED BY LAND DESIGN ASSOCIATES ENGINEERING, SURVEYING AND LAND ARCHITECTURE D.P.C. LAND SURVEYING FROM A SURVEY COMPLETED IN JANUARY 2023. -NYSDEC EROSION AND SEDIMENT CONTROL HANDBOOK(BLUEBOOK) CORRUGATED METAL PIPE NEC NATIONAL ELECTRICAL CODE 4. EXISTING UTILITIES ARE APPROXIMATE AND SHOULD BE VERIFIED BY CONTRACTOR. DIG SAFELY NEW YORK(811) SHALL BE NOTIFIED A MINIMUM OF 72-HOURS PRIOR TO COMMENCING ANY EXCAVATION. Lid DEM 5. NO PART OF THE SUBJECT PROPERTY LIES IN A SPECIAL FLOOD HAZARD AREA OR FLOOD HAZARD OR FLOOD PLAIN, HOWEVER DESIGNATED, AS DETERMINED BY OR IN ACCORDANCE WITH CRITERIA ESTABLISHED BY THE FEDERAL DEMO DEMOLISH NTS NOT TO SCALE INSURANCE ADMINISTRATION OR AS DEFINED BY OR IN ACCORDANCE WITH CRITERIA ESTABLISHED BY ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION. (FLOOD ZONE X) M DIA DIAMETER OAE OR APPROVED EQUAL 6. THIS IS A PRELIMINARY DESIGN PLAN PROVIDED FOR PERMITTING ONLY. FINAL DESIGN SHALL BE MODIFIED TO SUPPORT CONSTRUCTION, MATCH FINAL ELECTRICAL INTERCONNECTION STUDIES, EQUIPMENT PURCHASED, AND EL/ELEV ELEVATION OC ON CENTER POSSIBLE PERMIT CONSTRAINTS REVEALED DURING PROJECT'S REVIEW. EX EXISTING OD OUTSIDE DIAMETER 7. ALL WORK DETAILED ON THESE PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS, AND ANY OTHER APPLICABLE TECHNICAL REPORTS. WHERE INDICATED, STATE AND/OR LOCAL CODES AND FT FIXED TILT PAG POST ABOVE GRADE STANDARD SPECIFICATIONS SHALL APPLY. GALV GALVANIZED POI POINT OF INTERCONNECTION 8. THE CONTRACTOR SHALL ABIDE BY ALL LOCAL, STATE,AND FEDERAL LAWS, RULES AND REGULATIONS WHICH APPLY TO THE CONSTRUCTION OF THESE IMPROVEMENTS, INCLUDING STATE AND FEDERAL REQUIREMENTS. GCR GROUND COVERAGE RATIO PV PHOTOVOLTATIC 9. THE CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL EXISTING UTILITY LINES WITHIN OR ADJACENT TO THE CONSTRUCTION AREA.ANY DAMAGE TO EXISTING FACILITIES CAUSED BY CONSTRUCTION ACTIVITY SHALL BE REPAIRED 0 HDPE HIGH DENSITY POLYETHYLENE PVC POLY VINYL CHLORIDE OR REPLACED AT THE CONTRACTOR'S EXPENSE. }- ID INSIDE DIAMETER SAT SINGLE AXIS TRACKER 10. CONSTRUCTION SHALL NOT OCCUR IN ANY PUBLIC RIGHTS OF WAY, PUBLIC OR PRIVATE EASEMENTS, BEYOND THE LIMITS OF DISTURBANCE, OR OUTSIDE THE PROPERTY LIMITS WITHOUT NECESSARY PERMITS AND APPROVALS.ANY J IN INCHES SCH SCHEDULE PUBLIC OR PRIVATE PROPERTY OR IMPROVEMENTS DAMAGED DURING CONSTRUCTION SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE COST OF THE CONTRACTOR. J IFC INTERNATIONAL FIRE CODE TTH TORQUE TUBE HEIGHT 11. OVERNIGHT PARKING OF CONSTRUCTION EQUIPMENT SHALL NOT OBSTRUCT DRIVEWAYS OR DESIGNATED TRAFFIC LANES. THE CONTRACTOR SHALL NOT STORE ANY EQUIPMENT OR MATERIAL WITHIN THE PUBLIC RIGHT OF WAY. W ILR INVERTER LOADING RATIO TYP TYPICAL OVERNIGHT PARKING OF CONSTRUCTION VEHICLES ON PRIVATE PROPERTY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Q U 12. ALL PROPERTY CORNERS OR MONUMENTS DESTROYED DURING CONSTRUCTION SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE. ALL PROPERTY CORNERS MUST BE RESET BY A PROFESSIONAL LAND SURVEYOR LICENSED IN THE STATE OF NEW YORK. z W W 13. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING DRAINAGE THROUGHOUT THE CONSTRUCTION OF THE PROJECT. Q -) of 14. CONTRACTOR SHALL FIELD FIT ALL PROPOSED CULVERT INVERTS TO PROVIDE POSITIVE DRAINAGE IN THE DIRECTION OF EXISTING SLOPES. ALL CULVERTS TO BE INSTALLED AT ADEQUATE DEPTHS AND TO DAYLIGHT. INLETS AND 0 DRAWING INDEX PROJECT DIRECTORY 0 a OUTLETS OF ALL CULVERTS TO BE STABILIZED WITH RIP RAP IN ACCORDANCE WITH EROSION CONTROL PLAN. O 5 15. THE CONTRACTOR SHALL SECURE PERMITS FROM THE STATE, COUNTY,AND TOWN AUTHORITIES AS NECESSARY BEFORE DRIVING CONSTRUCTION EQUIPMENT OVER AND ACROSS STATE, COUNTY OR TOWN MAINTAINED ROADS. PROJECT OWNER/APPLICANT: EPC: 16. ALL WORK IN THE PUBLIC RIGHT OF WAYS SHALL CONFORM WITH THE NEW YORK DEPARTMENT OF TRANSPORTATION"STANDARD SPECIFICATIONS, CONSTRUCTION AND MATERIALS", DATED JANUARY 1, 2019 OR CURRENT EDITION. SUMMIT RIDGE ENERGY 17. WETLANDS AND WATERCOURSES SHOWN IN THIS PLAN ARE SUBJECT TO FUTURE CONFIRMATION BY NYSDEC. 0 (� C-01 COVER SHEET CIVIL ENGINEER: 18. THE EROSION AND SEDIMENTATION CONTROL MEASURES FOR THIS PROJECT SHALL BE IN COMPLIANCE WITH THE STORMWATER POLLUTION PREVENTION PLAN (SWPPP) PREPARED FOR THE PROJECT. _ (- LANDOWNER: TRC ENGINEERS, INC. 19. TREES AND OTHER VEGETATION IN AREAS OF IDENTIFIED CLEARING AND GRUBBING MAY BE REDUCED TO CHIPS BY THE USE OF CHIPPING MACHINES OR STUMP GRINDER AND BE PREPARED FOR USE AS EROSION CONTROL MIX. ALL = C-01 A KEY MAP - NORTH TOWN OF SOUTHOLD OTHER CHIPS AND WOOD WASTE RESULTING FROM CLEARING AND GRUBBING OPERATIONS SHALL BE DISPOSED OF OFF-SITE AT AN APPROPRIATELY LICENSED FACILITY AND IN A MANNER AS APPROVED BY THE OWNER. �'"' O (� SURVEYOR: 20. CONTRACTOR SHALL TAKE NECESSARY PRECAUTIONS TO AVOID DAMAGE TO EXISTING IMPROVEMENTS AND FACILITIES TO REMAIN IN PLACE. THE CONTRACTOR IS RESPONSIBLE FOR REPAIR AND REPLACEMENT OF DAMAGED ITEMS = u) AS A RESULT OF CONSTRUCTION OF THE PROPOSED FACILITY. C-01 B KEY MAP - SOUTH AUTHORITY HAVING JURISDICTION: LAND DESIGN ASSOCIATES ENGINEERING, O TOWN OF SOUTHOLD SURVEYING, AND LANDSCAPE ARCHITECTURE, D.P.C. 21. THE WORK SHALL BE CARRIED OUT NEAR AND UNDER ENERGIZED EQUIPMENT. EXTREME CAUTION IS REQUIRED AT ALL TIMES.THE CONTRACTOR SHALL STRICTLY FOLLOW ALL APPLICABLE SAFETY REQUIREMENTS. to W W 22. EARTHWORK: UNLESS EXPLICITLY STATED OTHERWISE, REFER TO THE LATEST EDITION OF THE STATE OF NEW YORK, DEPARTMENT OF TRANSPORTATION, STANDARDS SPECIFICATIONS, CONSTRUCTION AND MATERIALS, FOR Q GENERAL REQUIREMENTS, PRODUCTS,AND EXECUTION RELATED TO THE COMPLETION OF PROPOSED WORK. J C-02 EXISTING CONDITIONS SHEET ELECTRICAL UTILITY: 23. THE LIMITS OF DISTURBANCE SHALL BE FIELD STAKED BY A LICENSED LAND SURVEYOR PRIOR TO THE START OF WORK.A COPY OF THE STAKEOUT SKETCH SHALL BE PROVIDED TO THE TOWN OF SOUTHOLD. LIPA 24. PRIOR TO THE ISSUANCE OF A BUILDING PERMIT, THE APPLICANT SHALL SUBMIT A NOTICE OF INTENT(N.O.I.)TO THE NYSDEC AND PROVIDE PROOF OF COVERAGE UNDER THE SPDES GENERAL PERMIT FOR CONSTRUCTION ACTIVITIES O C-03 SITE PLAN TO THE TOWN OF SOUTHOLD. N 25. THE APPLICANT IS AWARE THAT THE ENTIRE SITE MUST BE 100% STABILIZED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY. DISTURBED AREAS SHALL BE RESTORED AND STABILIZED APPROPRIATELY AND IN A TIMELY 0 U PARCEL AREA LEGAL DESCRIPTION MANNER.APPLICANT SHALL SUBMIT A NOTICE OF TERMINATION FOR THE SPDES GENERAL PERMIT. L0 C-04 EROSION AND SEDIMENT CONTROL PLAN 26. CONTRACTOR SHALL SUBMIT AN AS-BUILT SIGNED AND SEALED BY A NEW YORK LICENSED SURVEYOR PRIOR TO RELEASE OF FINAL PAYMENT. u') 27. ALL DEMOLITION DEBRIS INCLUDING FOUNDATIONS AND SLABS SHALL BE LAWFULLY DISPOSED OF OFF-SITE. ROCK FROM WALLS SHALL BE STOCKPILED ON-SITE. r. ALL THAT CERTAIN PLOT,PIECE OR PARCEL OF LAND,SITUATE,LYING AND BEING IN 28. ELECTRICAL DESIGN PROVIDED HEREON WAS PREPARED BY SUMMIT RIDGE ENERGY. C-05 DETAILS SHEET =CUTCHOGUE, TOWN OFSOUTHHOLD, COUNTY OF SUFFOLK,STATEOFNEWYORK,BOUND AND DESIGNATED AS FOLLOWS: 29. ABSOLUTELY NO RECYCLED MATERIAL SHALL BE PERMITTED ONSITE. ONLY EARTHEN MATERIAL OR NATURAL STONE IS PERMITTED TO BE USED AS FILL. ALL FILL SHALL BE TESTED IN ACCORDANCE WITH APPLICABLE NYSDEC RULES s BEGININGATAPOINTBEING THEINTERSECTIONOFTHENORTHERLYR.O.W.LINEOFMAINRD(CR-48)WITH THE WESTERNLYR.O.W.LINEOFCOXLA AND REGULATIONS AND SHALL BE CERTIFIED AS UNRESTRICTED FOR RESIDENTIAL USE, CERTIFIED BY A PROFESSIONAL ENGINEER PRIOR TO IMPORTATION ON SITE,AND SHALL BE FROM A CERTIFIED VIRGIN SOURCE. C-06 DETAILS H E ET THEN THENCE NORTH WESTERNLY369t FEET TO THE POINT OR PLACE OFBEGINING, THENCE THE FOLLOWING TWENTY-SEVEN (27)COURSESAND Contract No: DISTANCES THENCE SOUTH 27 DEGREES 31 MINUTES 46 SECONDS WEST FORA DISTANCE OF 704.03 FEET-THENCE SOUTH 58 DEGREES 56 MINUTES 24 SECONDS 480459 WEST FORA DISTANCE OF 180.71 FEET THENCE SOUTH 21 DEGREES 35 MINUTES 26 SECONDS WEST FORA DISTANCE OF 437.42 FEET,•THENCE SOUTH �� V�C�/7��p C-0 7 DETAILS SHEET 62 DEGREES 23 MINUTES 24 SECONDS EAST FORA DISTANCE OF 243.60 FEET-THENCE SOUTH 23 DEGREES 59 MINUTES 46 SECONDS WEST FORA Scale: a DISTANCE OF 316.73 FEET'THENCE NORTH 39 DEGREES 28 MINUTES 14 SECONDS WEST FORA DISTANCE OF 75.58 FEET-THENCE NORTH 58 DEGREES 01 AS NOTED MINUTES 34 SECONDS WEST FORA DISTANCE OF 409.29 FEET,•THENCE SOUTH 19 DEGREES 27 MINUTES 30 SECONDS WEST FORA DISTANCE OF 301.29 J AN 2. 2025 C-0 8 DETAILS SHEET FEET, THENCE SOUTH 56 DEGREES 58 MINUTES 24 SECONDS EAST FOR A DISTANCE OF 103.12 FEET-THENCE SOUTH 25 DEGREES 06 MINUTES 16 SECONDS WEST FOR A DISTANCE OF 312.18 FEET-THENCE NORTH 55 DEGREES 22 MINUTES 34 SECONDS WEST FOR A DISTANCE OF 22.66 FEET-THENCE SOUTHOLD TOWN Date: NORTH 56 DEGREES 31 MINUTES 24 SECONDS WEST FORA DISTANCE OF 480.80 FEET;THENCE NORTH 55 DEGREES 16 MINUTES 24 SECONDS WEST FOR pLAN N IN G BOARD C-09 DETAILS H E ET A DISTANCE OF 965.23 FEET-THENCE NORTH 31 DEGREES 41 MINUTES 26 SECONDS EAST FORA DISTANCE OF 558.77 FEET,•THENCE NORTH 57 DEGREES JANUARY 2025 55 MINUTES 34 SECONDS WEST FORA DISTANCE OF 518.71 FEET;THENCE NORTH 58 DEGREES 24 MINUTES 56 SECONDS EAST FOR A DISTANCE OF 387.99 FEET-THENCE NORTH 59 DEGREES 15 MINUTES 09 SECONDS WEST FORA DISTANCE OF 469.54 FEET,-THENCE NORTH 30 DEGREES 44 MINUTES 51 Sheet: C-10 DETAILSSHEET SECONDS EAST FOR A DISTANCE OF 694.10 FEET, THENCE SOUTH 62 DEGREES 09 MINUTES 44 SECONDS EAST FOR A DISTANCE OF 507.89 FEET, THENCE COVER SHEET SOUTH 43 DEGREES 09 MINUTES 16 SECONDS WEST FOR A DISTANCE OF303.70FEET,•THENCE SOUTH 58 DEGREES 42 MINUTES 44 SECONDS EAST FOR NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL A DISTANCE OF203.19 FEETTHENCE SOUTH 59 DEGREES 33 MINUTES 34 SECONDS EAST FOR A DISTANCE OF 826.23 FEET;THENCE SOUTH 87 DEGREES (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE 56MINUTES 46 SECONDS WEST FOR A DISTANCE OF 36.9 FEET;THENCE SOUTH 21 DEGREES 10MINUTES 16 SECONDS WEST FOR A DISTANCE OF 101.28 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Drawing No: a FEET;THENCE SOUTH 87 DEGREES 56 MINUTES 46 SECONDS WEST FOR A DISTANCE OF 441.28 FEET;THENCE NORTH 27 DEGREES 31 MINUTES 46 PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. ISSUED FOR PERMITTING z SECONDS EAST FOR A DISTANCE OF 700.97 FEET'THENCE SOUTH 62 DEGREES 28 MINUTES 14 SECONDS EAST FOR A DISTANCE OF 61.52 FEET-TO THE NOT FOR CONSTRUCTION C_p 1 z POINT OF PLACE OF BEGINNING. a 0 ADJOINING PROPERTY OWNER INFORMATION TABLE C-01A KEY MAP - NORTH o N NUMBER PROPERTY OWNER TAX ID # 00 ......�._ -O M O 0 1 11900 OREGON ROAD LLC 1000-083.00-03.00-005.003 a Cu CD 1 2 DONALD J GRIM AND GRACE JEANNE M 1000-083.00-03.00-004.005 / m �; Z N 3 F & S LLC 1000-083.00-03.00-004.011 FCD -- Y 4 F & S LLC 1000-083.00-03.00-004.012 � 5 NORTH FORK RECYCLING INC 1000-083.00-03.00-004.007 o t 11 12 z OL o 6 F & S LLC 1000-083.00-03.00-004.008 \ 100' RESIDENTIAL SETBACK PER 7 LISA BOYD AND MICHAEL BOYD 1000-083.00-03.00-003.001 . g o T OWN CODE 28O-GZ 8 ANYONE BERKOSKI AND GERALDINE BERKOSKI 1000-083.00-03.00-003.002 � \1, SOU HOLD T O ` 9 TFLC INC 1000-083.00-03.00-008.000 1a � C) 10 H NORMAN MCCULLOUGH III 1000-084.00-01.00-030.000 �s 14 °r 20 00 \� 11 PRIME PURVEYORS INC 1000-084.00-03.00-001.001 12 LONGDOG ACRES LLC 1000-084.00-01.00-013.000 13 GLENN F HEIDTMANN, GLENN F HEIDTMANN JR, AND JEFFREY W HEIDTMANN 1000-084.00-03.00-002.000 / � 21 �3 z 14 BAYBERRY ENTERPRISES 1000-084.00-03.00-003.000 ✓' 1s. 15 THREE BROTHERS REALTY CORP OF NEW YORK - - - .o 1000 084.00 03.00 004.000 � zz CL 16 BLAST HOLDING LLC 1000-084.00-03.00-005.000 � 171 \ _ 17 JUDITH A DELUCA 1000-084.00-01.00-023.000 18 ROBERT E III TAPLIN AND LINDA M SIMS 1000-084.00-01.00-022.000 `♦ 19 ALICIA GRATTAN AND DYLAN MULLER 1000-084.00-01.00-021.000 ��; 2 o 20 MATTITUCK GUN CLUB INC 1000-084.00-01.00-024.000 n 21 CORAZZI NI REALTY LLC 1000-084.00-01.00-032.001 �� �•� N o `►/ °v 22 372 JERICHO CORP 1000-084.00-01.00-026.003 62 \ - \ z9284 �� e v,j� 10 �� `~• 23 DONALD GRI M AND J EANNE GRI M 1000-084.00-01.00-025.002 Ljj m z z 24 CUTCHOGUE FIRE DISTRICT 1000-084.00-04.00-001.000 ..w- o" 9 —�� Z O(9 u) II33 ' z3 ., LEGEND �� 36 32 41 W �3, 60 30 36 \ �,.4. . .... .... n RESIDENTIAL LAND USE \,, '°'" ° 39'`a� , (n iY 49 \ ` 38 41 % ---- ----- ZONING DELINEATION w. az a, 3 2 43 A—C AGRICULTURAL—CONSERVATION ZONE C-01 B KEY MAP — SOUTH 1 4 LI LIGHT INDUSTRIAL ZONE C-01 A AND C-01 B KEY MAP SCALE: 1"=500' ��6�5"*� .. kill R-40 RESIDENTIAL 40 ,/ ♦` 20 SIDE YARD ��/ ,� \,� LIO LIGHT INDUSTRIAL/PLANNED OFFICE PARK ` SETBACK LPD LAND PROTECTED FROM DEVELOPMENT 2 / 19 18 o 70' REAR YARD / Q SETBACK o 17 13 14 20 1a) ♦ ' `` ,,� Drawn by: A. REXROAT // ♦♦ BOUNDARY OF .r, // ♦♦ LANDFILL CAP '`* ��� 0 Design by: ♦♦ '\ JAN 2 4 2025 A. REXROAT �' �♦ SOUTHOLD TOWN Checked by: ♦ �` PLANNIING BOAT?D ♦ i`�♦` ,5 41 S. MEERSMA 20' SIDE YARD \ ♦♦ \ ,�♦ t LO t 23 SETBACK \ ♦ �"� 20' SIDE YARD M s 0') o , ♦ ♦ ���� SETBACK ♦ '�"^ 100' FRONT 70° REAR YARD w YARD 21 SETBACK ` // SETBACK 1> 16 h. > 0 U / Z W W 20' SIDE YARD Q SETBACK / / —� (D 0 � O S �'' / 22 = — �♦ I—X—X—X X < —j A / I— OU ♦♦ /// \\+ U Ar / O W di k ♦ / + / X 136 .4o 20' SIDE YARD / a SETBACK ♦♦ ,/'x\ ♦ ♦ // LO �r ♦ r \ { / Imildijill x ♦ %' \* / \ ♦♦♦ / / Contract No: N� ♦♦ // / ; 480459 w PROPOSED Scale: I SOLAR PROJECT '�` 20' SIDE YARD As NOTED /,--x x // 4' SETBACK Date: /+ - - - \x k / AREA / `� 24 MATCH LINE - REFER TO DRAWING C-01 B / \ i I JANUARY 2025 Sheet: a KEY MAP - NORTH a NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE W PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE 200' PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. Drawing NO: ISSUED FOR PERMITTING SHEET SIZE: 24" BY 36" C-01A z NOT FOR CONSTRUCTION (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 MATCH LINE - REFER TO DRAWING C-01A X / / —�_ C-01A KEY MAP - NORTH a� °° N / A + � � � � 8 Cu N. CD k136 .4o 12 20' SIDE YARD ,/�. +// \\\ '� / 3 4 s 11 r Z a o SETBACKff \\ \ *N \� z 79 0 \+ \. / / 18 0 \ / / / 13 r' 17 CD CD� ♦` // / 14 20 6 o a,w x �\ / / 16 a 21 Z -- 22 0 PROPOSED v 2®' SIDE YARD -Y= x ,36.4. a / \ / SOLAR PROJECT >, X % �� / ' Mimi\ / I SETBACK '` \* — OJOS., x /+�X ` / AREA ` / �24 ui / �V / O 27 70' REAR YARD g // / \�\ `L \ x / 26s2 ;`�I \� " as28 2 Q } No SETBACK ,' / / \\\ ��k--�k _ I / 7 bo. , fJr �N} 98 . 6 /F / \ \� _�k \\ I 51 \\'��� 33` W m ZO w 30 /ruildlidimlidim \\ \� \ I � 35Ar 32 v z z'0 /f m1plifflogipylpf \ + 27 49 38 LO 3 � � k � � I c ' u> / X I \ \�k Al A ,^�/' as +\ 47 1653 RINI"I"ININ191 a s � 44 I /x I \ k -1-1 45 - - 40 ` ., / _ x �A_ JI C-01 A AND C-01 B KEY MAPo ,n — \� X \} �k \ \ —�Xi 28 SCALE: 1"=500'1 -1 52 �x X1hilidim 29 2 / \ , ca iblildikividimthdildi +�\ / 100' FRONT3 / 1\ / k / YARD SETBACK Nq / / \ / / 4F / / / 1pli RINI Mimi Rig]MIN I FIRM Im"I RIM ININ I mini Ili"I"ININI"I RINI pq j U \ 25' LANDSCAPING 100' RESIDENTIAL BUFFER PROPERTY SETBACK k 4 0 51 � \ .,} \ ir, 70 REAR YARD \\ I I3 / JAN 2 4 2025 k 3 SETBACK f \ `� }\\ lI \ �\�..\ /� J SOUTHOLD W __j J/ PLANNING B2!ER m O `♦ } \ 2 , k 35 3 . LEGEND Drawn by: 30 + + / RESIDENTIAL LAND USE Design by: 50 4 �X /+ A. REXROAT —X- / ` �� ZONING DELINEATION Checked b � 36 y. S. MEERSMA A-C AGRICULTURAL-CONSERVATION ZONE ♦ / :,w � 100' RESIDENTIAL SETBACK PER �` ♦ 1, - SOUTHOLD TOWN CODE §280-62 LI LIGHT INDUSTRIAL ZONE .. r� 0 co BOUNDARY OF R-40 RESIDENTIAL 40 ` LANDFILL CAP 100' RESIDENTIAL 37 ,," 39 _ �P PROPERTY SETBACK �� !� Q LIO LIGHT INDUSTRIAL/PLANNED OFFICE PARK d � .. � �r O 20' SIDE YARD SETBACK O 49 3 8 LPD LAND PROTECTED FROM DEVELIOPMENT �r ,rr ADJOINING PROPERTY OWNER INFORMATION TABLE --� 41 NUMBER PROPERTY OWNER TAX ID # uJ "" 25' LANDSCAPING 25 TOWN OF SOUTHOLD 1000-096.00-02.00-008.000 Q U z BUFFER 26 27A NORTH LLC 1000-096.00-01.00-020.001 ► 42 z W uJ o � 27 ARTHUR JUNGE AND VALERIE LASSER 1000-096.00-01.00-019.001 Q -7 28 J ENNI E TAYLOR 1000-096.00-01.00-018.003 --I 0 0 - 29 A - - - B RBARA TAYLOR AND ROBERT TAYLOR 1000 096.00 01.00 018.002 O 30 CR 48 PECONIC LLC 1000-096.00-02.00-007.000 0 _ 31 FIRST BAPTIST CHURCH OF CUTCHOGUE 1000-096.00-01.00-013.001 0 (.) /Cj = Q f— (` 32 RICHARD BRESSINGHAM 1000-096.00-01.00-014.000 = J j 33 CHRISTINE KUHLMANN AND JAMES KUHLMANN 1000-096.00-01.00-015.000 O V <` 34 ARNOLD W WILSON, FRANCES LOUISE WILSON, AND ROLAND WILSON 1000-096.00-01.00-016.000 W R O 35 646 CHURCH STREET LLC 1000-096.00-01.00-011.001 0 LLI 3 36 ANGELO STEPNOSKI 1000-096.0 - - (0 z o � � 0 01.00 012.000 0 37 MATTHEW KETCHAM 1000-096.00-01.00-007.000 J 38 KELLY L KRUDOP 1000-096.00-01.00-006.000 39 ROBERT H KRUDOP 1000-096.00-01.00-008.000 X g 40 KELLY KRUDOP AND ROBERT KRUDOP 1000-096.00-01.00-009.000 O V 4 6 41 ALPHENIC MARTIN FAMILY 2017 IRREVOCABLE TRUST 1000-096.00-01.00-003.000 �O L0 42 MICHAEL I NNAMORATO AND SUSAN MENDEZ 1000-096.00-01.00-004.001 LO 43 DUAL HIGHWAY LLC 1000-096.00-02.00-006.000 r- 44 COUNTY OF SUFFOLK AND RUSSELL C MCCALL 1000-096.00-02.00-005.000 CO N 45 NORTH FORK STORAGE LLC 1000-096,00-01.00-001.004 44 Contract No: 46 TOWN OF SOUTHOLD 1000-096.00-01.00-001.010 480459 4,� /' 47 350 CUTCHOGUE CORP 1000-096.00-01.00-001.005 m 410 i`� 48 SOUTHOLD SOLID WASTE MANAGEMENT DISTRICT 1000-096.00-01.00-002.000 Scale: I(� 49 NORTHFORK RECYCLING PROPERTY LLC C 1000-095.00-02.00-005.000 AS NOTED y50 NORTHFORK RECYCLING PROPERTY LLC 1000-095.00-02.00-006.000 51 NORTHFORK RECYCLING PROPERTY LLC 1000-095.00-02.00-007.000 Date: 52 JPK SMM ACRES LLC 1000-095.00-02.00-001.001 JANUARY 2025 53 IF MCBRIDE & SONS LLC 1000-083.00-03.00-006.001 Li ft FIM Sheet: KEY MAP - SOUTH NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE 0 100, 200' PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Drawing No: PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. SUED FOR PERMITTING SHEET SIZE: 24" BY 36" C-01B NOT FOR CONSTRUCTION (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 >.� O2 CV g NOTES: 3 0 0 44„F CD [d O` — N / so,8g 1. THE HORIZONTAL DATUM SHOWN HEREON IS THE NEW YORK LONG ISLAND STATE PLANE o04 / 20' SIDE YARD COORDINATE SYSTEM, NORTH AMERICAN DATUM OF 1983. ELEVATIONS REFER TO NAVD88 / SETBACK o / // ♦ 2. THE UTILITY LOCATIONS SHOWN HAVE BEEN COMPILED FROM VISIBLE STRUCTURES ONSITE. THE Z a o ACTUAL LOCATION OF ALL UTILITIES SHOULD BE CONSIDERED APPROXIMATE AND NEED TO BE FIELD O / // ♦` VERIFIED BY CONTRACTOR PRIOR TO CONSTRUCTION. o 0 3. CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO COMMENCING WORK. a' ® 4. NO WETLANDS OR STREAMS WERE SHOWN ONSITE BASED ON A REVIEW OF THE NATIONAL00 WETLANDS INVENTORY DATABASE. 70' REAR YARD / 5. SITE IS NOT WITHIN A REGULATED FLOODPLAIN. SITE IS LOCATED IN ZONE X AS SHOWN ON THE z SETBACK / FEMA FLOOD INSURANCE RATE MAP NUMBER 36103C0161H. m 6. SUBJECT PREMISES IS ZONED L-1 LIGHT INDUSTRIAL. U m 7. LIMITS OF CAP ARE REFERENCED FROM THE PROJECT ACQUISITION FILES PREPARED BY L. K. MCLEAN ASSOCIATES, P.C. IN JUNE, 2003. rLLJ V o / W s M 0 _Q 8. THE LOCATION STORMWATER PIPES ARE APPROXIMATE AND ARE PROVIDED FOR REFERENCE rn F o PURPOSES ONLY. 0 �N0 ry (3 N N� ~ ` 9. PROPERTY LINES AND TOPOGRAPHY SHOWN ARE FROM THE EXISTING CONDITIONS PLAN PREPARED >� W _ BY LAND DESIGN ASSOCIATES ON JANUARY 12, 2023. _ �J mOW EX. STORMWATER z o 1 cn `•e MANAGEMENT FACILITY s W Na D t, 20' SIDE YARDcOX<N , SETBACK \ .\ �\� .♦ 20' SIDE YARD PARCEL P.o.B a e� a< SETBACK b 100' FRONT 70' REAR YARD ♦ . ' "t SETBACK % �\ rigs t� � ' ��� o � � � � YARD cK ZONING SUMMARY APPROX. LOCATION OF THE FOLLOWING ZONING ANALYSIS IS BASED ON PARCEL ID#:1000083000300006001 STORMWATER PIPE 00 Y � F ; ADDRESS: 6155 COX LANE CUTCHOGUE, NY 11935 PARCEL ID. 1000083000300006001 19 -- ; � R 71 52 20' SIDE YARD ti say° ae°w SETBACK o� .80 ZONING DISTRICT: (LI) LIGHT INDUSTRIAL ' - ,' �„✓' ,' 'f .> -J�f� l /!„ f r~ �' CAP _)� FLOOD ZONE: ZONE X EXTENTS '° EXISTING USE: WASTE MANAGEMENT FACILITY i ♦ „y � t�- );� :?.ii�:fi:..� � lam/ tis �, ix STREAM / e •..` ' I EX. STORMWATERCn / MANAGEMENT / o 20' SIDE YARD �, ° `� ° P �� % / � 6 �:: \ FACILITY SETBACK LEGEND T " ( .. 10 1 } PROPERTY LINE m — — PROPERTY SETBACK ' 2 SIDE YARD SETBACK LOD LOD LIMITS OF DISTURBANCE FOR PROJECT Drawn by: t A. REXROAT / ABUTTERS LOT LINE 0 8 r C 70' REAR YARD �EX. ASPHALT _� „..,:; 'f ' � Design by: SETBACKS 1� ROADWAY 3G_ < °° ° EXISTING ASPHALT A. REXROAT �f °x.,. i ` _. . .�,Y EX. MINOR CONTOURS � �' ° ..�_ ✓' j ,'�._� /, Checked by: EX. MAJOR CONTOURS S. MEERSMA 4 r EX. BUILDING OUTLINE \emu'_ EX. PAVED "1 o ROADWAY 5' ° �. • �\ ~\ EX. TREELINE EX, STORMWATER EX. GAS VENTS MANAGEMENT �'` / s CO � r FACILITY ,r� ( �.} ° �; �, / LANDFILL BOUNDARY r /xo z �� ��♦• ,„ � ;. � _:._,��5 � ! �' �/ �„ EXISTING SLOPES GREATER THAN 20% 0 F I W z , d '., LL ON-JURISDICTIONAL U z �'� �4;. x«. ° DRAINAGE DITCH �..�•ti f (TYP) X v, , "r ♦ o �� - • �``�. ~ ♦ /, *` y ,` 100' FRONT (] YARD SETBACK O \ I - � � ♦ 1 ��♦ � ao. f Q ry ~�._.., �� / \ �•)' ° / 100' RESIDENTIAL O W PROPERTY SETBACK 70 REAR YARD ..` ° SETBACK : . afx CULVERT LOCATION jpf � � x o r ti y q _. W s w F L J Ni PB`rJ `. , o Wig• . .,, -. U ti Contract No: ;, . 480459 Scale: �l L' AREA OF STANDING AS NOTED WATER r ,.. JAN 2025 SOUTHOLD TOWN Date: 100' RESIDENTIAL ° PLANNING aoaaD JANUARY 2025 PROPERTY SETBACK N \ EX. STORMWATER ,�' „w�, �' 20' SIDE YARD SETBACK Sheet: g MANAGEMENT EXISTING CONDITION NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL FACILITY (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE # 0 120' 240' `'/ Drawing No: PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE ISSUED FOR PERMITTING SHEET SIZE: 24" BY 36" C-02 Z PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. �° z NOT FOR CONSTRUCTION (DRAWING MAY BE PRINTED AT REDUCED SIZE) o - sso �944„F NOTES: > oo N [D O CV �j O 00 1. CONTRACTOR SHALL VERIFY SITE CONDITIONS PRIOR TO COMMENCING WORK. Cu a o 2. SCREENING TO BE PROVIDED ALONG COUNTY ROAD 48 AND ALONG ANY ADJACENT RESIDENTIAL PROPERTIES. TREES TO m z �N+ / 50�69 BE PLANTED TO SUPPLEMENT EXISTING TREE LINE TO ACHIEVE 25'WIDTH. o N / 20' SIDE YARD 3. VEGETATIVE (GRASS) COVER WILL BE MOWED AT THE DISCRETION OF THE TOWN TO CONTROL, THE GROWTH OF WILD } 'i SETBACK AND DEEP-ROOTED SPECIES, AND MINIMIZE THE POTENTIAL FOR THE INTRODUCTION OF VECTOR HABITATS. THE 3 0 / FREQUENCY OF EACH MOWING EVENT IS TO BE DETERMINED BY SITE CONDITIONS. UNDESIRABLE SPECIES SUCH AS z o SAPLINGS OR OTHER VEGETATION WITH PENETRATION ROOTS WILL BE REMOVED F THEIR PRESENCES THREATENS THE o / INTEGRITY OF THE CAP. o F THE 4. BASED PROJECT QUALIFYOUNDER SCEDEC NARIO 1M WHICH ONLLORANDUM YREQUIRETED IADDREO18, WE UNDERSTAND THAT THIS SSIING EROSION AND SEDIMENT CONTTROL ki 00 REQUIREMENTS AND NOT REQUIRE POST-CONSTRUCTION STORMWATER MANAGEMENT PRACTICES. THE PROJECT DOES LO LO NOT FIT THE DEFINITION FOR "ALTER THE PRE- TO POST- DEVELOPMENT CONDITIONS" PER THE NYSDEC SPDES GP, 0 / > WHICH IS THAT POST-DEVELOPMENT RUNOFF IS INCREASED BY MORE THAN 5% FROM THE PRE-DEVELOPMENT 00 0' CONDITIONS. THE PROJECT DOES NOT INCREASE THE STORMWATER RUNOFF FOR THE 10-AND 100-YEAR DESIGN STORM EVENTS, AS SUCH THE PROJECT WILL NOT BE REQUIRED TO MEET THE STATE REQUIRED STORMWATER MANAGEMENT Z 70' REAR YARD / /// REQUIREMENTS, ONLY EROSION AND SEDIMENT CONTROL. THE FOLLOWING TABLES PROVIDE A BREAKDOWN OF THE .._. SETBACK PRE-AND POST-DEVELOPMENT LAND COVER TYPE, CURVE NUMBER,AND STORMWATER RUNOFF. �_ / o o / b LEGEND W o PROPERTY LINE Q_ �n- �No f • ' NN / ~`- � - - - - - - - - - - - - - - - - PROPERTY SETBACK � �J N >� Z LOD LOD LIMITS OF DISTURBANCE FOR PROJECT ~ W Zoir / O - "1 1L EX. STORMWATER z o Cn MANAGEMENT FACILITY �? ABUTTERS LOT LINE W §� � EXISTING ASPHALT 33 3 V/ / , EX. MINOR CONTOURS C x<N ,•_` 20' SIDE YARD PARCEL .o.6 � -,. �.. t - °' r.F• EL P 'm3_,_.. EX. MAJOR CONTOURS SETBACK 20' SIDE YARD ] l SETBACK --------------- EX. BUILDING OUTLINE ,1 100' FRONT Z EX. THE` ELINE / .J �. �•, 70 REAR YARD � I ,t YARD SETBACK � - p ` °� ''� r�.•.,. i � SETBACK EX. GAS VENTS 1s*t 7 V�-1��� y..� _. �0-- r. "�, � APPROX. LOCATION OF / LANDFILL BOUNDARY '' STORMWATER PIPE (TYP) t PROPOSED AT-GRADE ELECTRIC LINE 20' SIDE YARD of see° 46"w SETBACK L_122.80 PROPOSED OVERHEAD ELECTRIC LINE o 36 x x x x x x PROPOSED PERIMETER FENCE r . . f r CAP EXTENTS , �.• � /_ s.. - — _`-. �o� \\ �. —•—•—x—■—•—x—■—•--x—•—•— TEMPORARY PERIMETER FENCE PROPOSED SOLAR ARRAY eq '�� � � ��rJ 24.80' l A +, EX. STORMWATER ri �ti.. �F. ""w�_ MANAGEMENT FACILITY / PROPOSED 16' LIMITED USE PERVIOUS o 20' SIDE YARD f / \ \�k �' i, R ' ,' //r / ACCESS ROAD WITH GEOWEB SETBACK o°O° PORTION OF EXISTING ROAD TO BE USED TEMPORARY PERIMETER FENCE ` / ; 1 , .:.; Ap 1Oy, 5 0 \ \� � FOR CONSTRUCTION STAGING AND GATE TO ENCLOSE ♦ J ` \\ '* ` CONSTRUCTION STAGING AREA EXISTING SLOPES GREATER THAN 20% EXISTING ROAD TO BE / ° x�A '� PERIMETER FENCE USED FOR CONSTRUCTION �`� i �o m �• WITH 15 SYSTEM STAGING AS NECESSARY / / F` 4 0,°62 � �'�.1� (. r x ; SETBACK (TYP) 20' SIDE YARD x x ; ; 1 , ; � ,�% ; • x SETBACK by �/ 1 1 I y , EX. ASPHALT ROADWAY Drawn by: A. REXROAT PROPOSED 16 LIMITED USE ., --�.� �.. n 70 REAR YARD /k / ,\ / PERVIOUS ACCESS ROAD WITH Design i g by: SETBACK GEOWEB (TYP) A. REXROAT INVERTER TO f BE PLACED ON GRAVEL �i Checked by: _ k Elul FOUNDATION WITH AN ADJACENT x S. MEERSMA / k _.. .� \ � CONCRETE UTILITY PAD (TYP) ti � '�. ; . 1, NON-JURISDICTIONAL i V �f I� EX. HDPE -�, d w I RE�y��/ti_ I 07 � �\\k` CULVERT �-� X - 1, , , A,.. EX. STORMWATER - { x DRAINAGE DITCH (TYP) �' ' • SWITCHBOARD AND � o r' MANAGEMENT FACILITY re f PROPOSED 18" ` _. �- TRANSFORMER TO BE PLACED /� c \tea CULVERT k I ON CONCRETE UTILITY PAD (TYP) ffx,°, ( x L \ \k \ \ -- \ \ CONCRETE PAD MOUNTED O 1 'f / �� -�-- P-' RECLOSER WITH BOLLARDS ON ] , CONCRETE BALLAST IN, , \� �`,� TEMPORARY PERIMETER FENCE — W Elm AND GATE TO ENCLOSEBMW F— .r-`\ \ ° / ° \ .,� i CONSTRUCTION STAGING AREA \ U w Z LL1 mini \� �., , p l � � �� w MODULES NOT TO INTERFERE �\ ✓� J 100' FRONT Q \ / /` �, E,� ry YARD SETBACK J O WITH EXISTING DITCHES T MINI! U ®� / �L r J� ,��\\ / .. 100' RESIDENTIAL O LL.I • PROPERTY SETBACK Z / 70' REAR YARD CONDUITS MOUNTED AT-GRADE. CONCRETE 1. ` '\, � —J SETBACK r \\ \ \ ENCASE AT ROAD CROSSINGS (TYP) CULVERT LOCATION j01 / APPROXIMATE POINT OF INTERCONNECTION LAT/LONG: 41.028038, -72.498177 V win LO NEW POLE#1 METER POLE BY LI PA NEW POLE#2CT AND VT POLE LIPA S tee, Contract No: �/r }� °. 480459 NEW POLE#3 CUSTOMER DISCONNECT SWITCH POLE BY Scale: 0 ? �' .r AREA OF STANDING CUSTOMERLEE o v �'� ,.",v WATER AS NOTED' / /" C�CSD�LSDD PROPOSED 16' LIMITED USE JAN 2 4 2025 �� w, ,. � �, ,:�' `�"t" . � • ""� Ii Date: 0 100' RESIDENTIAL A _ �•- / PERVIOUS ACCESS ROAD WITH SOUTHOLD TOWN \ r GEOWEB (TYP) PLANNING BOARD JANUARY 2025 f* PROPERTY SETBACK 20' SIDE YARD SETBACK Sheet: a NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL j 25' FRONT PERIMETER SCREENING SITE PLAN (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE EX. STORMWATERr BUFFER FOR RESIDENTIAL AND 0 120' 240' W PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Z PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. MANAGEMENT FACILITY << d. COUNTY ROAD. EITHER USING EXISTING Drawing No: �'. g ISSUED FOR PERMITTING SHEET SIZE: 24" BY 36" C-03 �� ? TREES/VEGETATION OR PROPOSED. (DRAWING MAY BE PRINTED AT REDUCED SIZE) NOT FOR CONSTRUCTION N sso 0 Og, 44 F NOTES: 3 M 04 CD co O co O ti Cu N ` 1. COMPOST FILTER SOCK (OR ACCEPTABLE ALTERNATIVE) IS TO BE INSTALLED IN SUCH A WAY THAT DISTURBS THE m z N LEAST AMOUNT OF EARTH N Y04 O N 20' SIDE YARD � } 2. CHECK DAMS ARE TO BE PLACED IN THE EXISTING CHANNELS ON THE EDGES OF EACH ARRAY TO CONTROL SETBACK SEDIMENT RUNOFF FROM SITE. 0 o z � o 3. SURFACE DRAINAGE FEATURES TO CONTROL AND CONVEY STORM WATER RUNOFF HAVE BEEN DESIGNED FOR o o THE 100-YEAR, 24-HR STORM. THE GROUND WATER RECHARGE BASINS HAVE ALSO BEEN DESIGNED FOR THE o 100-YEAR, 24-HR STORM. o LO 4. AREAS OF EROSION WILL BE NOTED AND REPAIRED AS SOON AS POSSIBLE TO MAINTAIN THE INTEGRITY OF THE IT CD b L�j CAP. 00 o 70' REAR YARD SETBACK \b Q LEGEND 0 S9° L i' O �O 4 V O jt 3 2 M y ig, PROPERTY o / :•> t LINE o — — — — — — PROPERTY SETBACK N a c}� mZW LOD LOD LIMITS OF DISTURBANCE FOR PROJECT — W zap / ) i EX. STORMWATER o0� ABUTTERS LOT LINE Lj � MANAGEMENT FACILITY "Y z �z� � c � . `S ,,;:•:�.+'^.- �.•� `�.� � S /, sg3 S� 03„ EXISTING ASPHALT •- �Sog„ eg +.. EX. MINOR CONTOURS _ 20 SIDE YARD s� "* \ PARCEL P.O.B 50 EX. MAJOR CONTOURS SETBACK \ a� 20' SIDE YARD SETBACK w �� EX. BUILDING OUTLINE 3 , i ,� A":: 100' FRONT EX. TREELIKE Z b 70' REAR YARD ° �' �' YARD SETBACK W, ,\ �` v.{ SETBACK EX. GAS VENTS 1g *t APPROX. LOCATION OF LANDFILL BOUNDARY DRAM STORMWATER PIPE (TYP) _ s , AC PROPOSED AT-GRADE ELECTRIC LINE 20 SIDE YARD R=71.52 6 �� e J(z L_izz.so OE XPROPOSED OVERHEAD ELECTRIC LINE o _ SETBACK � X X X X -X X / o"' PROPOSED PERIMETER FENCE .,• �� �\ � ,,,•.,,. �_ CAP EXTENTS �.�•'r- X 4 X ,• ° x ®Q jr 4 fi r- — — S `©ry DRAINAGE DIVIDE \ LUKULUILKLARMUM FILTER SOCK / \ .. :: \ COMPOST FILTER SOCK r w DIAMETER: 8" / /'39 \\ > 1 ...:..:::..... SEDIMENTTRAP (TYP) PROPOSED SOLAR ARRAY ss .. h �, \ v 3 �p,, : xwa ., �,., .- EX. STORMWATER 0 `. k ,` , .. MANAGEMENT FACILITY / PROPOSED 16 LIMITED USE PERVIOUS o SIDE YARD p0 ACCESS ROAD WITH GEOWEB 20 SETBACK + / Nil"FlaRINTINMIv� SOCK COMPOST FILTER SOCK TEMPORARY PERIMETER FENCEloin S ♦ f; ' AND GATE TO ENCLOSE � ` `y \\ � ` co CHECK DAM CONSTRUCTION STAGING AREA �� /` ,. ,• x .; ; TI I mwll -- EXISTING ROAD TO BE STORMWATER FLOW � �-" f o � �� ' PERIMETER FENCE USED FOR CONSTRUCTION m y � WITH 15' SYSTEM ,., STAGING AS NECESSARY %• /� X SETBACK (TYP) Ssg° �Bo s6, STABILIZED ROCK CONSTRUCTION 5 ° ✓ . �` �s„ . ENTRANCE 20 SIDE YARD X X ( X , EX. ASPHALT ROADWAY SETBACK Drawn by: e ¢J, ,% o ` PORTION OF EXISTING ROAD TO BE USED A. REXROAT \ k / .� c> ,� \ FOR CONSTRUCTION STAGING xI- PROPOSED 16' LIMITED USE YARD REAR 70' /+ / �`"', * / ;-� . ) PERVIOUS ACCESS ROAD WITH .; Design by: EXISTING SLOPES GREATER THAN 20% A. REXROAT SETBACK '�* / \, ;�. ��� GEOWEB (TYP) Mimi x / / X PROPOSED CONCRETE WASH OUT ? �� Checked by: ° \ WINlnininim ) I FOUNDATION W TH AN ADJACENT_... \ \ } k7"INIIIIII��\\ lfflm! lxlmlfrr �U x 1;' 0 CONCRETE UTILITY PAD (TYP) rti S. MEERSMA IF EX. PAVED ROADWAY y`y �`� x „ EX. 18" HDPE `-� ` ' RECY �/� M $`✓' NON-JURISDICTIONAL `. \ . _ o��tir l /� M CULVERT I M c— EX. STORMWATER >�; x DRAINAGE DITCH (TYP) "' �' " SWITCHBOARD AND ° MANAGEMENT FACILITY ;ir` / ti PROPOSED 18" - • TRANSFORMER TO BE PLACED Gl` \ \� ON CONCRETE UTILITY PAD (TYP) ' 1`.. DRAINAGE �. CULVERT AREA C CONCRETE PAD MOUNTED Q AREA: 4.42AC - t RECLOSER WITH BOLLARDS ON >✓ ,�� .. ` \\ , CONCRETE BALLAST TEMPORARY PERIMETER FENCE '`�• AND GATE TO ENCLOSE V-- I- / CONSTRUCTION STAGING AREA z W W 1 mini 1 100' FRONT MODULES NOT TO INTERFERE I \�\ ✓'� `� - �,✓` \ - / ♦ CY `��� , / ' F,'` YARD SETBACK J O p WITH EXISTING DITCHES , U .•:., V \\SOS � �` � / � � � ���` �'� �+ /0 100' RESIDENTIAL � � PROPERTY SETBACK 0 Z ... xt> / Q o ' 70' REAR YARD \\� o " �;� ° CONDUITS MOUNTED AT-GRADE. CONCRETE J SETBACK ,• ENCASE AT ROAD CROSSINGS TYP CULVERT LOCA710N #1 , / X l � / '�* k i _ /` APPROXIMATE POINT OF INTERCONNECTION 0 w // LAT/LONG: 41.028038, -72.498177 U 5 ••. .y. ° /3 °8, LO i W STABILIZED ROCK ` \ i ��' �4„F NEW POLE #1 METER POLE L0 CONSTRUCTION } / o �:.,. \�` / -�� BY LIPA r ENTRANCE (TYP) �� y a / V Q0 a 4/ NEW POLE #2 CT AND VT POLE LIPA Contract No: ,,�; �, �� �,�i, o / �' '�•, 480459 NEW POLE #3 CUSTOMER �� DISCONNECT SWITCH POLE BY C �Mp M Scale: DAREA� 15.49AC B WATER F STANDING CUSTOMER COMPOST FILTER SOCK (TYP) � JAN 2 4 2025 AS NOTED PROPOSED 16' LIMITED USE SOUTHOLDTOWN Date: m ,�P PERVIOUS ACCESS ROAD WITH PLANNING BOARD 100 RESIDENTIAL PROPERTY SETBACK M` ��r -"Ii' GEOWEB (TYP) JANUARY 2025 EROSION AND SEDIMENT ` { 20' SIDE YARD SETBACK Sheet: NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 � NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL ' 25' FRONT PERIMETER SCREENING CONTROL PLAN s (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE EX. STORMWATER `• BUFFER FOR RESIDENTIAL AND 0 120' 240' w PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE �.� Drawing No: z PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. MANAGEMENT FACILITY ��_�';, COUNTY ROAD. EITHER USING EXISTING ISSUED FOR PERMITTING SHEET SIZE: 24" BY 36" C-04 z NOT FOR CONSTRUCTION �, �`, f TREES/VEGETATION OR PROPOSED. (DRAWING MAY BE PRINTED AT REDUCED SIZE) 0 ASS° T� CO N m N CON DU IT STUBS23 co O • - �- N m (IzCN n, N Co Y •- at p N 8"-16" AGGREGATE BASE COURSE GRAVEL L (CRUSHER RUN) CULVERT BARRELJ" CHAMFER ALL AROUND Z ° o STONE RIPRAP PAD MOUNTED EQUIPMENT CD a�°C7o7a•"o" °C7o•"o" °�3o"0" °Qo7o a D CULVERT ira'r' .;f' : .y; �1 FINISHED GRADE v e � ° -0 u -0 ° •0 Qo7o o T o ;c°Qo7o. o • °Qa• • °Qa o • ° D W1 W2 T CRUSHED STONE BASE v o � o00 oo° G0000° Dao . ° boo . , . 12 MIN GRAVEL TO BE CLEAN, FREE FROM ORGANIC n - 0 0 0 0 ° ° - ° ' - ° ' - MATERIAL CLAY SURFACE COATINGS'0 • uD o 0 " uD 0 � uD 0 � eD 0 0 0 D1 � I l O o °o "° - ° �° - ° "° - °o ' ' 4" GRAVEL BEDDING \ \ \ DELETERIOUS MATERIALS. GRAVEL FILL IS TO BE z �o e ;� „�o c � °�o �� ' o�° o o r\ \ r r N 3 700X MIRAFI 3' MIN ' '' ' ` \� a SPREAD AND COMPACTED IN LAYERS NOT TO 2- STONE RIPRAP APRON LANDFILL CAP TO NOT BE DISTURBED EXCEED 8 INCHES IN DEPTH. o. D w1 w2 L d50 E TEXTILE INLETS •. . U SUBGRADE 12" 4' 14' 10' 4" D D1 D2INLET D2OUTLET 15" 4' 14, 10, 4" 12" 9" 24" 12" SECTION A VIEW 15" 9" 24" 12" NOTES: W o 18" 5 15' 10 6' 1. TYPICAL DETAIL FOR REFERENCE FINAL DESIGN TO COORDINATED DURING SHOP DRAWING PROCESS AND IN C� M 18" 13.5" 24" 12.. 24" 6' 16' 12' 6" ACCORDANCE WITH GEOTECHNICAL REPORT. ULTIMATE LOADING ON THE CAP CANNOT EXCEED 1500 PSF. Q tom NOTES: 24" 13.5 36" 12° 2. NO PENETRATION OF THE LANDFILL CAP IS PERMITTED. - =No 1. COMPACT GRAVEL BASE, BASE COURSE TO 95%OF MAXIMUM CULVERT OUTLET DETAIL CULVERT INLET/OUTLET DETAIL 3. COMPACT SUBGRADE TO 95%OF THE STANDARD PROCTORS MAXIMUM DRY DENSITY. PROOFROLL SUBGRADE PRIOR �Q DENSITY USING HEAVY ROLLER COMPACTION PLAN VIEW PLAN VIEW TO PLACING BASE MATERIAL OVER EXCAVATE MIN 18" AND REPLACE WITH COMPETENT STRUCTURAL SOIL IF ry �'Z 2. CONTRACTOR SHALL SET GRADE STAKES MARKING SUB-BASE AND NOT TO SCALE2,000 ~ W 0 :iz PUMPING/RUTTING IS OBSERVED. SUBGRADE SHALL HAVE A MINIMUM BEARING CAPACITY OF PSF. FINISH GRADE ELEVATIONS FOR CONSTRUCTION REFERENCE. NOT TO SCALEZR W 4. PROVIDED 1"X 1" CHAMFERS AROUND EDGE OF SLAB. ELEVATE SLAB 4-6" MINIMUM. z oz 02 CULVERT INLET OUTLET PROTECTION 5. CONCRETE TO BE 4,000 PSI MINIMUM 28-DAY STRENGTH WITH 6"AIR ENTRAINMENT OR PER STRUCTURAL DESIGN. 10' O.C. MAX. W �a C-03 C-05 SCALE:NTS 6. SEE PLAN VIEW FOR DIMENSIONS. DOME TOP 7. PROVIDE MINIMUM OF 2 GALVANIZED METAL FABRIC 11 GAUGE OR OF CONCRETE COVER FROM EDGE OF REBAR TO NEARED EDGE OF CONCRETE. FIXED KNOT AG FENCE. OR APPROVED RAIL D LO 01 GRAVEL INVERTER EQUIPMENT PAD SECTION 8. PROVIDE ELECTRICAL GROUNDING PAD IN EACH SLAB CORNER. ALTERNATE. END C-03 C-05 SCALE:NTS 9. PROVIDE 12" SEPARATION FROM SLAB EDGE TO CONDUIT OPENINGS. IF PAD IS PRECAST, GROUT ALL LIFTING LUG GALV. STEEL ' RECESSED VOIDS SOLID PRIOR TO EQUIPMENT PLACEMENT. REFER TO STRUCTURAL NOTES FOR ADDITIONAL Nz TERMINAL POST 3" INFORMATION. DIAM 16' 03 CONCRETE UTILITY PAD ON LANDFILL GL 3" DEPTH OF SURFACE COURSE C-03 C-05 SCALE:NTS BRACE RAIL 1.66" DIA. IT ., 2" METAL FENCE POSTS OR 2 CORNER POST METAL TIES 12 OC (TYP) � '��aii 1211 2%-4°�° 9" DEPTH OF BASE GRAVEL Z POST CAP I-- - 10' O.C. SPACING (TYP) - -I WOOD POSTS N(TYP) TENSION BAND 12" _._ OC MAX(TYP) GRADEG..,,,2::g66-4-�5 DIAGONALLY BRACE j� STS FOR �%/�� CORNER ORE N GTTH TENSION BAR o TIE FENCE TO POST WITH WOVEN GEOTEXTILE FABRIC I- EQUAL SPACED TIES OR (MIRAFI RS380 OR APPROVED \\\i \ \ \y ��\\�r r \ri\ri\r EQUIVALENT) EXISTING LANDFILL COVER. DO NOT DISTURB. STAPLES ADJUSTABLE TRUSS ROAD"' _w BIGFOOT FOOTING FORM NOTES: BF 24 OR EQUAL 1. GRAVEL SURFACE SHALL BE CROWNED WITH 2-4% CROSS SLOPE 00 BOTTOM TENSION WIRE 2. DO NOT DISTURB EXISTING LANDFILL CAP. \ \ \ \ \ \/\\� 7 GAUGE MIN. HOG \ 3. GRAVEL DRIVEWAY SECTIONS SHALL CONFORM WITH RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERS REPORT IF PREPARED. 2 MAX. rir�r\ �r\ \ RINGS @ 18" OC. CONSULT OWNER IF CONTRADICTIONS BETWEEN THIS DETAIL AND GEOTECHNICAL RECOMMENDATIONS. CLEARANCE \�\�r�i\\r \� \ \r�\ \r \ yr� TYPICAL DRIVEN POST. (NO �\ -18 �` \ LANDFILL CAP.) ON AUGERING- NOTES: } " , 1. NO AUGURING OF SOIL MATERIAL ALLOWED FOR FENCE INSTALLATION. ONLY DRIVEN POSTS 2. DETAIL PROVIDED FOR REFERENCE PURPOSES. DESIGN WILL BE BY FENCE INSTALLER. SHOP DRAWING BY FENCE INSTALLER OR SUPPLIER TO BE REVIEWED BY OWNER, 04 GRAVEL ACCESS DRIVEWAY SECTION TYP 3. WHERE METAL FENCE (OR METAL STRUCTURE) IS WITHIN 16 FEET OF ELECTRICAL NOTES: EQUIPMENT, THE FENCE SHALL BE BONDED TO THE GROUNDING ELECTRODE WITH WIRE m C-03 C-05 SCALE:NTS 1. DETAIL PROVIDED FOR REFERENCE PURPOSES. DESIGN WILL BE BY FENCE INSTALLER. SHOP DRAWING TO BE TYPE BONDING JUMPERS IN ACCORDANCE WITH NEC250.194. SEE ELECTRICAL DRAWINGS REVIEWED BY OWNER. FOR ADDITIONAL REQUIREMENTS. 2. WHERE METAL FENCE (OR METAL STRUCTURE) IS WITHIN 15 FEET OF ELECTRICAL EQUIPMENT, THE FENCE SHALL BE 4. DETAIL PROVIDE FOR REFERENCE PURPOSES ONLY. FINAL DESIGN TO BE DETERMINED IN THE BONDED TO THE GROUNDING ELECTRODE WITH WIRE TYPE BONDING JUMPERS IN ACCORDANCE WITH NEC250.194. SHOP DRAWING REVIEW PROCESS. DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567. Drawn by: SEE ELECTRICAL DRAWINGS FOR ADDITIONAL REQUIREMENTS. 5. ALT. FENCE FABRIC INCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL. A. REXROAT 3. DETAIL PROVIDE FOR REFERENCE PURPOSES ONLY. FINAL DESIGN TO BE DETERMINED IN THE SHOP DRAWING REVIEW 6. NO PUNCTURING OF LANDFILL MEMBRANE PERMITTED. PROCESS. DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567. Design by: 4. ALT. FENCE FABRIC INCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL. A. REXROAT 5. BIGFOOT FOOTING INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. END SECTION ASSEMBLY 6. LAY 8" LAYER OF GRAVEL LEVEL AND COMPACTED BY HAND. Checked by: END SECTION ASSEMBLY SEE FENCE/END SECTION 7. LAY PLASTIC BASE DIRECTLY ON COMPACTED GRAVEL. 24' NOMINAL 8. ENSURE THE BIGFOOT FOOTING BASE HAS BEEN LEVELED. S. MEERSMA SEE ABOVE DETAIL DETAIL 9. FILL FOOTING WITH 3,000 PSI OF CONCRETE PER MANUFACTURER SPECS. 05A ALT. PERIMETER FENCE-TYP. DRIVEN POST FENCE C-03 C-05 SCALE:NTS 12x7' NOM. 2" Ln DIA. FRAME co d� 05 BALLASTED PERIMETER FENCE 15, 39.8' C-03 C-05 SCALE:NTS 4" GATE POST GALV. BUILDUP DRIVEWAY WITH Q STEEL AGGREGATE BASE OR }- APPROVED STRUCTURAL FILL J ___ _____ GRAVEL ACCESS DRIVEWAY _ _j W -----8' - LATCH _ FLARED END z -- SLOPE CONCRETE TO FINISHED GRADE SECTION 0 U Z W W DRAIN AWAY FROM 3:1 MAX MAX 8' ' J \ POST; SEAL GAP EROSION CONTROL BLANKET. MAX 8 O � BETWEEN POST& PLACED AT-GRADE. I O CONCRETE - 20° -� a- _ 3,000 PSI CONCRETE --- -- -- _ _ 2 ,J EXISTING GRADE CULVERT %./ii,./ir,./r,./i;/i,.%i,./i,./i,./i,./i,./i;ri,./i,./i,,/i,./i,./r,./r,./i,./i�,./i,./i,,/i,./i,./i,./r,./r,.ii`.%rai;ri,iiii;/i,./r,./i,. V� U UNDISTURBED NOTES CONCRETE BALLAST W ROCK PROTECTION AT CULVERT (1) Z EARTH FLARED END SECTION INLET. SEE DETAIL. 0 1. DO NOT DISTURB EXISTING LANDFILL CAP. GRAVEL BASE TO BE PLACED ON EXISTING GRADE. J a 2. ARRAY FIELD TO BE RESTORED TO STABILIZED CONDITION IN ACCORDANCE WITH PROJECT X REQUIREMENTS. O NOTES: 3. PANEL SPACING MAY VARY, SEE SITE PLAN FOR SPACING REQUIREMENTS. 1. PROVIDE HOT-DIPPED GALVANIZED OR PVC COATED CHAIN LINK FABRIC (12 GA. 2" MESH). ALT. FENCE FABRIC 4. RACKING IS SHOWN FOR REFERENCE PURPOSES. RACKING DETAIL WILL BE PROVIDED BY VENDOR. U W INCLUDING FIXED AGRIC. KNOT CONSIDERED WITH ENGINEER APPROVAL. LO 2. PLACE SIGNAGE ON GATES FOR HAZARD/EMERGENCY AS READ. NOTES: 08 FIXED TILT SOLAR SYSTEM TYP r' 3. PROVIDE PROVISIONS FOR KNOX LOCK ON ALL GATES. 1. MINIMUM 12" DEPTH OF SOIL MATERIAL SHOULD BE PROVIDED BETWEEN TOP OF CULVERT AND C-03 C-05 SCALE:NTS Cfl 4. DETAIL PROVIDED FOR REFERENCE FINAL DESIGN TO BE COORDINATED DURING SHOP DRAWING REVIEW ACCESS ROAD IN THE FINAL CONDITION. ADDITIONAL SOIL MAY BE REQUIRED DURING CONSTRUCTION. 5. DESIGN SHALL BE IN ACCORDANCE WITH ASTM F567. SEE MANUFACTURER REQUIREMENTS. 6. DETAIL PROVIDED FOR REFERENCE PURPOSES; FINAL DESIGN BY FENCING SUPPLIER CIVIL FOR WITH APPROVAL BY 2. SEE PLAN VIEW FOR ADDITIONAL INFORMATION REGARDING INVERTS AND PIPE INFORMATION. Contract No: W OWNER. 480459 M�F,07gD Scale: AS NOTED 07 DRIVEWAY AND CULVERT CROSSING SECTION JAN 2 4 2025 06 GATE DETAIL C-03 C-05 SCALE:NTS SCALE:NTS SOUTHOLD TOWN Date: C-03 C-05 PLANNING BOARD D JANUARY 2025 Sheet: a - -- ------------- - - -- - - -- DETAILS NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Drawing No: PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. ISSUED FOR PERMITTING C-05 NOT FOR CONSTRUCTION 0 04 (6 O O CV 3 MOeo C7 Cl) O f- f0 d O = >- N [O Z� N N ~ .Y e- O � Q N 0 a 3 0 0 Z a O O O O LO O rr cr O O ' O 00 O Z 4' GRADE STAKES 50' MIN. 20' ° 0- MIN. AREA TO BE PROTECTED ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ o � ° • ®� � DIVERSION RIDGE IF I" WORK AREA ■ ■ LL GRADE >5% W 12" SOCK `:;: ' ; �'- ■ ■ . • V M W 24" SOCK C k'0 ■ ■ ENO 18" SOCK A A ° ° ° ° ° ° 0 NN,: ■ L=WX2 ■ d AREA TO BE PROTECTED px., J-,, WORK AREA 12' ° ° ° ° ° )° EXISTING GROUND ''w r ' �� �°• ,s;' •� i �, :, ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ MIN. Z o c� MIN. z HAYBALE ° a ° a ° ° ° )° W �a NONWOVEN ° a a ° ° ° `da LO iTW�� ��/� �y� GEOTEXTILE ) (/) \'E/ Z\ , �'� i4' GRADE STAKE 'M (MIN.2 PER HAY BALE) UNDISTURBED GROUND PLAN VIEW EXISTING GROUND L)4 NOTES: NOTES: 1. DETAIL IS BASED ON NEW YORK STATE ESC STANDARD 5.28. SEE THIS DETAIL NOTES SLOPE MAX.: MIN. 0.5 -� 20' .3 a 5% ° z FOR ADDITIONAL INFORMATION. 1. NO STAKES CAN BE INSTALLED WITHIN THE LIMITS OF THE LANDFILL CAP. IF INSIDE THE 1. A PAD OF COARSE AGGREGATE AT THE CONSTRUCTION ENTRANCE/EXIT WILL REDUCE THE MIN. 2. INSIDE OF THE LANDFILL CAP LIMITS, NO STAKING IS PERMITTED. THE TRACKING OF SOIL FROM CONSTRUCTION TRAFFIC ONTO A PUBLIC STREET. SEDIMENTS FROM THE CAP,THEN THE STAKES CAN BE SUBSTITUTED WITH SANDBAGS. STAKES CAN BE SUBSTITUTED WITH SANDBAGS OR APPROVED ALTERNATIVE 2. ORIENTATION MAY BE MODIFIED TO ACCOMMODATE FIELD CONDITIONS. TIRE TREADS ARE KNOCKED LOOSE BY THE ANGULAR STONES AND ARE TRAPPED IN THE VOIDS TO ENSURE THAT THE SOCK IS FIRMLY GROUNDED/SECURED IN-PLACE. BETWEEN THE STONES. 3. MAXIMUM DRAINAGE AREA TO BE 5 ACRES TO A 2. THE ENTRANCE/EXIT PAD SHOULD HAVE A LENGTH OF 50 FEET OR MORE AND A 12-FOOT MINIMUM 4. INSTALLATION SHALL FOLLOW MANUFACTURER'S SPECIFICATIONS WIDTH (OR AS APPROPRIATE TO CONTAIN THE WHEEL BASE OF CONSTRUCTION VEHICLES PLUS 3 5. FILTER MEDIATO BE MESH OR GEOSYNTHETIC 02 TEMPORARY CONCRETE WASHOUT FEET ON EITHER SIDE). 6. COMPOST MATERIAL TO BE DISPERSED ON SITE, AS DETERMINED BY C-04 C-06 SCALE:NTS 3. THE PAD SHOULD BE 6 INCHES OR MORE THICK WITH ANGULAR AGGREGATE (2-3 INCH DIAMETER). ' ENGINEER. ca APPROPRIATE RECLAIMED CONCRETE MATERIAL MAY BE USED. 4. THE AGGREGATE SHOULD BE PLACED OVER A GEOTEXTILE FILTER TO PREVENT THE STONES FROM 01 COMPOST FILTER SOCK SEDIMENT TRAP PUSHING INTO THE NATIVE SOIL. C-04 C-06 SCALE:NTS 5. AT THE BOTTOM OF SLOPES, A DIVERSION RIDGE SHOULD BE PROVIDED TO INTERCEPT RUNOFF. 6. BERMS MAY BE NECESSARY TO DIVERT WATER AROUND ANY EXPOSED SOIL, AND RUNOFF SHOULD BE DIRECTED TO A SEDIMENTTRAP. 7. THE WHEELS OF CONSTRUCTION EQUIPMENT MAY BE WASHED PRIOR TO EXITING THE SITE. WASHING SHOULD BE PERFORMED IN AN AREA THAT DRAINS TO A SEDIMENTTRAP OR BASIN. 8. THE PAD SHOULD BE INSPECTED WEEKLY, AND BEFORE AND AFTER EACH STORM. THE PAD MAY o HAVE TO BE REPLACED IF THE VOIDS BECOME FILLED WITH SEDIMENT. STREET SWEEPING MAY BE NECESSARY. N 0 03 STABILIZED CONSTRUCTION ENTRANCE C-04 C-06 SCALE:NTS a m Drawn by: A. REXROAT PROPOSED CABLE TRENCH THROUGH PROPOSED CABLE TRAY ON SUPPORTS (TYP) Design by: ROAD EX. 6"TOPSOIL A. REXROAT EX. 12" BARRIER PROTECTION LAYER OF CLEAN FILL ANGLE FIRST STAKE TOWARD DRIVEWAY EX. GEOMEMBRANE DRAINAGE LAYER Shecked by: MEERSMA PREVIOUSLY LAID BALE EX. GAS VENTING LAYER (SAND) STRAW OR HAY BALE BARRIER EX. GEOTEXTILE_ _ _ _ rl EX. WASTE SLOPE OR LESS STABILIZE ENTIRE PILE I,O 2 WITH VEGETATION OR (� ..r _ FLOW COVER -- BOUND BALES PLACED ........................................... ..... ..................... . . .. 1 r- ON CONTOUR I F S LT FENCE CE SEE TYP. SILT FENCE SEE TYP. DETAIL O O O O O O O O O O O O O O O O O O O 2 RE-BARS, STEEL PICKETS 4"VERTICAL DETAIL 0 OR 2"x2" STAKES 1.5 FEET FACE IN GROUND. DRIVE STAKES GRATED COVER SECTION A-A'VIEW FLUSH WITH BALES. RATED FOR H-20 CABLE TRAY ON SUPPORTS (TYP) J TRAFFIC LOADING W ANCHORING DETAIL EMBEDDING DETAIL u U Z NOTES: EX.TOPSOIL(TYP) 1. BALES SHALL BE PLACED AT THE TOE OF A SLOPE OR ON THE CONTOUR AND IN A ROW DRIVEWAY Z W W WITH ENDS TIGHTLY ABUTTING THE ADJACENT BALES. FI f.. .._ ;. .. Q O 2. EACH BALE SHALL BE EMBEDDED IN THE SOIL A MINIMUM OF FOUR INCHES,AND A I A' (� L J L I C) O STRAW BALES PLACED SO THE BINDINGS ARE HORIZONTAL. 11 3. BALES SHALL BE SECURELY ANCHORED IN PLACE BY EITHER TWO STAKES OR RE-BARS INSTALLATION NOTES: = Q �.._ DRIVEN THROUGH THE BALE. THE FIRST STAKE IN EACH BALE SHALL BE DRIVEN 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL = J TOWARD THE PREVIOUSLY LAID BALE AT AN ANGLE TO FORCE THE BALES PROPOSED CABLE TRAY THROUGH ROAD PLAN VIEW BE DRY AND STABLE. f- Q U TOGETHER. STAKES SHALL BE DRIVEN FLUSH WITH THE BALE. 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2H:1V. _ U) EXISTING GRAVEL DRIVEWAY(TYP) Q W 4. INSPECT FREQUENTLY AND REPAIR OR REPLACE PROMPTLY AS NEEDED. 3. UPON COMPLETION OF SOIL STOCKPILING, EACH PILE W Z SHALL BE SURROUNDED WITH EITHER SILT FENCING Q 5. BALES SHALL BE REMOVED WHEN THEY HAVE SERVED THEIR USEFULNESS SO AS NOT OR STRAW BALES, THEN STABILIZED WITH VEGETATION OR COVERED. TO BLOCK OR IMPEDE STORM FLOW OR DRAINAGE. NOTES: 1. CABLE TRAY TO BE BY PLASTIBETON OR APPROVED EQUAL. TRENCH AND GRATE TO BE X RATED FOR VEHICULAR LOADING (H-20). 04 HAYBALE DETAIL C-03 6 SCALE:NTS 2. DOI NOT DISTURB EXISTING LANDFILL CAP. TYPICAL SOIL STOCKPILE U C-0 w 3. PROVIDE SMOOTH TRANSITION BETWEEN GRADE AND EXISTING GRAVEL DRIVEWAY. NOT TO SCALE LO 4. ANCHOR CONDUITS IN ACCORDANCE WITH PROJECT REQUIREMENTS. LO U 09 DRIVEWAY CROSSING SECTION Contract No: C-05 C-09 SCALE:NTS 480459 Scale: 6 N JAN 2 4 2025 AS NOTED SOUIHOLD TOWN Date: PLANNING BOARD JANUARY 2025 Sheet: DETAILS NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Drawing No: PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY.z ISSUED FOR PERMITTING C-06 NOT FOR CONSTRUCTION 0 GENERAL NOTES: EROSION CONTROL MEASURES PROJECT CONSTRUCTION SEQUENCING NOTES VARIES (24' MAX.) 3 M o 04 1. USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY I.E. EROSION AND SEDIMENT CONTROL MEASURES SHALL CONSIST OF NON-WOVEN FILTER FABRIC MATERIAL WITH A WIRE MESH o "� ( THE CONTRACTOR SHALL SUBMIT A CONSTRUCTION SEQUENCING OR CONSTRUCTION PHASING PLAN FOR OWNER APPROVAL THAT CO � � .= PROVIDE ACCESS FOR MOWING,EQUIPMENT REPAIR OR MAINTENANCE,ETC.). BACKING, OR A WOVEN FABRIC (SILT FENCE). ALL MATERIAL SHALL BE NEW AND FREE FROM DEFECTS THAT WOULD COMPROMISE COMPLIES WITH THE PERMITTING REQUIREMENTS,THE PROJECT SWPPP,AND OTHER REQUIREMENTS AS IDENTIFIED BY LOCAL AND o } N � � THE EFFECTIVENESS OF THE CONTROL MEASURES,AFTER COMPLETION,ALL MATERIAL SHALL BE DISPOSED PROPERLY. LOCATION STATE AUTHORITIES.THE PLAN SHALL SHOW THAT ACTIVE LAND DISTURBANCE WILL BE LIMITED TO LESS THAN FIVE(5)CONTIGUOUS m � z 2. LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESS OF EROSION A14D SEDIMENT CONTROL STRUCTURES CAN BE SEEN ON THE SITE PLAN. NOTE:ALL WATER CONTROL MEASURES ARE ACRES AND SHALL ADEQUATELY DISCUSS, BUT NOT BE LIMITED TO,THE FOLLOWING ITEMS: v o N ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. LOCATED DOWN-GRADIENT FROM DISTRIBUTED STREET. IF TOPSOIL IS TO BE STORED IN AN AREA NOT SHOWN ON THE SITE PLAN, 1. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS FOR TEMPORARY AND PERMANENT EROSION AND � DUE TO UNFORESEEN EVENTS, PRIOR TO STORING,THE DOWN-GRADIENT PERIMETER OF THE STORAGE AREA SHALL BE PROPERLY 3 GRAVEL MATERIAL PROTECTED PER THE SPECIFICATIONS DETAILED ON THIS PLAN. SEDIMENTATION CONTROL MEASURES AS OUTLINED IN THE PROJECT SWPPP OR AS DIRECTED BY THE OWNER. t o 3. REMOVE STUMPS,ROCKS AND DEBRIS AS NECESSARY.FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND i 2. PRIOR TO STARTING ANY WORK ON THE SITE, THE CONTRACTOR SHALL NOTIFY APPROPRIATE AGENCIES AND SHALL INSTALL Z 0- o COMPACTION LEVEL. EROSION CONTROL MEASURES AS SHOWN ON THE PLANS. THE CONTRACTOR SHALL OBTAIN ALL PERMITS, NOTIFY CITY 0 w CONSTRUCTION HOUSEKEEPING OFFICIALS OF CONSTRUCTION COMMENCEMENT,AND SUBMIT CONSTRUCTION TIMETABLE. p 4. REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER. COMPACT TO THE DEGREE OF THE NATIVE INSITU SOIL.DO NOT PLACE IN AN AREA THAT IMPEDES CONTRACTOR SHALL MAINTAIN THE PROJECT SITES IN ACCORDANCE WITH THE FOLLOWING PERFORMANCE STANDARDS: 3. PRIOR TO COMMENCING ONSITE EARTHWORK ACTIVITIES, THE CONTRACTOR SHALL ESTABLISH THE CONSTRUCTION o STORMWATER DRAINAGE. 14, NV WORKSPACE LIMITS AND IDENTIFY AND MARK SENSITIVE RESOURCES. MATERIAL STOCKPILING: MATERIAL RESULTING FROM CLEARING AND GRUBBING, GRADING, AND OTHER CONSTRUCTION ACTIVITIES, 4. THE CONTRACTOR SHALL INSTALL ALL TEMPORARY EROS►ON AND SEDIMENTATION CONTROL BEST MANAGEMENT PRACTICES 5. GRADE ROADWAY,WHERE NECESSARY,TO NATIVE SOIL AND DESIRED ELEVATION.MINOR GRADING FOR OR NEW MATERIAL DELIVERED TO THE SITE, SHALL BE STOCKPILED UPSLOPE OF DISTURBED AREAS. THE STOCKPILE AREAS SHALL (BMPs) IN ORDER TO PROTECT DOWN GRADIENT AREAS. WHERE APPROPRIATE, DIVERSION BMPs SHALL BE IMPLEMENTED TO 000 CROSS SLOPE CUT AND FILL MAY BE REQUIRED. HAVE THE PROPER EROSION AND SEDIMENT CONTROLS INSTALLED TO PREVENT MIGRATION OF SEDIMENTS AND MATERIALS. DIRECT RUNOFF FROM UPGRADIENT AREAS AROUND THE PROJECT SITE. 6. REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER, DO NOT PLACE IN AN AREA THAT 5. ON-SITE CONSTRUCTION SEQUENCE SHALL START WITH THE MINIMUM AMOUNT OF CLEARING REQUIRED TO INSTALL EROSION STAGING, STORAGE, AND MARSHALLING AREAS: CONSTRUCTION MATERIALS AND EQUIPMENT SHALL BE STORED IN DESIGNATED CONTROL MEASURES. THIS INCLUDES, SILTATION FENCING, ANTI-TRACK PADS (STABILIZED CONSTRUCTION ENTRANCE), AND GEOGRID MATERIAL IMPEDES STORMWATER DRAINAGE. y STAGING AREAS AS INDICATED ON THE CONSTRUCTION DRAWINGS OR AS DIRECTED BY THE OWNER OR OWNER'S REPRESENTATIVE, OTHER MEASURES NOTED ON THE PLAN. NO WORK SHALL TAKE PLACE UNTIL THE OWNER'S REPRESENTATIVE HAS INSPECTED z•,-, OR ENGINEER. STAGING, STORAGE, AND MARSHALLING AREAS SHALL BE LOCATED IN AN AREA THAT MINIMIZES IMPACTS TO AND APPROVED INSTALLED MEASURES. N 7. ROADWAY WIDTH ABOVE MINIMUM TO BE DETERMINED BY CLIENT. y STORMWATER QUALITY. CHEMICALS, SOLVENTS FERTILIZERS, AND OTHER TOXIC MATERIALS SHALL BE COLLECTED AND DISPOSED 6. AFTER PERMANENT EROSION AND SEDIMENTATION CONTROL MEASURES WITHIN THE CURRENT PHASE OF WORK ARE o y OF AT AN APPROVED SOLID WASTE OR CHEMICAL DISPOSAL FACILITY. BULK STORAGE OF FUEL MATERIALS WILL BE STAGED AT THE INSTALLED AND FUNCTIONING, THE CONTRACTOR SHALL OBTAIN OWNER APPROVAL BEFORE BEGINNING EARTHWORK IN THE D- 8. THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2%IN MOST CASES AND SHOULD NOT PROJECT MARSHALLING YARD PER SAFETY DATA SHEET (SDS) SPECIFICATION AND ENVIRONMENTAL HEALTH AND SAFETY SUBSEQUENT PHASE. 0 EXCEED 6%.THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EXCEED 15%. y STANDARDS,WHICHEVER IS MORE RESTRICTIVE. 7. AFTER EROSION CONTROL MEASURES ARE INSTALLED THE TYPICAL SEQUENCE SHALL BE AS FOLLOWS: ®® W 9. THE LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICH EQUIPMENT CLEANING AND MAINTENANCE: ALL ONSITE CONSTRUCTION VEHICLES SHALL BE MONITORED FOR LEAKS AND SHALL a. REMOVE VEGETATION FROM PROPOSED DEVELOPMENT AREA. ALL STUMPS AND WOOD SHALL BE TAKEN OFF-SITE AND MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING.THIS SPECIFICATION IS TO BE DEVELOPED FOR RECEIVE REGULAR PREVENTATIVE MAINTENANCE TO REDUCE THE RISK OF LEAKAGE. ANY EQUIPMENT LEAKING OIL, FUEL, OR DISPOSED ACCORDINGLY. W LIMITED USE ACCESS ROAD b. REMOVE AND STOCKPILE TOPSOIL AFTER EROSION AND SEDIMENT CONTROL MEASURES HAVE BEEN INSTALLED. THE TOPSOIL O POST-CONSTRUCTION USE.SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE HYDRAULIC OIL SHALL BE REPAIRED OR REMOVED FROM THE PROJECT SITE IMMEDIATELY. STORAGE, PARKING, MAINTENANCE,AND rr nn M TO BE FLUSH WITH SHALL BE SEEDED IMMEDIATELY AFTER STOCKPILING IN ORDER TO STABILIZE THE SLOPE AND LIMIT SEDIMENT RUNOFF. V CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOIL SERVICING OF CONSTRUCTION VEHICLES SHALL BE A MINIMUM OF 200-FEET FROM A WETLAND WATERBODY, OR OTHER ENTRANCE AND MATCH STOCKPILED TOPSOIL SHALL BE SEEDED AND MULCHED WHEN IT IS TO BE STORED MORE THAN 30 DAYS FROM TIME OF Q N o PENETROMETER READINGS.THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVE EXISTING ELEVATION ECOLOGICALLY SENSITIVE AREA AND STORMWATER CONVEYANCE FEATURES OR WATER QUALITY TREATMENT BMPs. PETROLEUM _ �•- RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION,EVERY 100 LINEAR FEET ALONG THE PROPOSED PRODUCTS AND HYDRAULIC FLUIDS THAT ARE NOT IN VEHICLES SHALL BE STORED IN TIGHTLY SEALED CONTAINERS THAT ARE STOCKPILING.THE SITE CAN NOW BE REFORMED TO PROPOSED FINAL ELEVATIONS(LESS TOPSOIL DEPTH). n/ / n N N c� ROADWAY. PLAN CLEARLY LABELED. ALL GASOLINE, DIESEL FUEL, OR OTHER FUEL STORAGE VESSELS WITH GREATER THAN 25-GALLON SHELL C. PROCEED WITH ALL WORK DEPICTED ON THE DEMOLITION PLAN, IF ANY. � `J CAPACITY MUST HAVE SECONDARY CONTAINMENT CONSTRUCTED OF AN IMPERVIOUS MATERIAL CAPABLE OF CONTAINING A d. PREPARE AND COMPACT SUBGRADE(IF AND AS DIRECTED)AND INSTALL DRAINAGE AND STORMWATER BMP'S IN ACCORDANCE w 10. TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD,IT SHALL NOT BE VARIES (24' MAX.) MINIMUM OF 110%OF THE SHELL CAPACITY. WITH"GRADING AND STORMWATER MANAGEMENT PLAN". I- w m z z uj USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL,FILL MATERIAL,ETC. IF THE LIMITED USE EXISTING e. EXCAVATE SOIL TO THE DEPTH NECESSARY TO CONSTRUCT GRAVEL ACCESS ROAD AND POROUS ASPHALT PAVEMENT. ALL z zo 0 of 0 PERVIOUS ACCESS IS COMPLETED DURING THE INITIAL PHASES OF CONSTRUCTION,A STANDARD NEW EXISTING GRADE GRADE DEBRIS AND OTHER MATERIALS:CONTRACTOR SHALL MANAGE ALL LITTER,CONSTRUCTION DEBRIS,AND CONSTRUCTION CHEMICALS REMOVED TOPSOIL SHALL BE UTILIZE ON SITE AS LOAM FOR GRASS AREAS. NO SOILS SHALL BE REMOVED FROM THE SUBJECT _J YORK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE CONSTRUCTED AND UTILIZED TO REMOVE a z CUT LINE EXPOSED TO STORMWATER TO PREVENT MATERIALS FROM BECOMING A SOURCE OF POLLUTION. ALL DEMOLITION WASTE, DEBRIS, PROPERTY. W SEDIMENT FROM CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE 00 AND RUBBISH GENERATED DURING CONSTRUCTION OF THE PROJECT SHALL BE PROPERLY REMOVED FROM THE SITE AS IT OCCURS. f. COMPLETE REMAINING GRADING REQUIRED AS SHOWN ON THE GRADING PLANS. INSTALL EROSION CONTROL.MATTING ON ALL i0 a PERVIOUS ACCESS ROAD FROM ANY LOCATION ON,OR OFF SITE.MAINTENANCE OF THE PERVIOUS ACCESS ALL MATERIALS SHALL BE PROPERLY DISPOSED OF OFF-SITE IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND SLOPES OF 3HAV OR GREATER(IF ANY),THEN SEED AND MULCH THE AREA. `n ROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. FEDERAL REGULATIONS.THE CONTRACTOR SHALL PAY PARTICULAR ATTENTION TO THE PROPER HANDLING, STORAGE, AND g INSTALL CONCRETE UTILITY PADS, FOOTINGS, PHOTOVOLTAIC PANELS, UTILITY POLES, FENCE AND GATES AND OTHER DISPOSAL OF HAZARDOUS SUBSTANCES. / IMPROVEMENTS PER THE PLAN. 11. THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS h. LOAM AND SEED FRONT YARD AND ALL REMAINING DISTURBED AREAS.UTILIZE EXISTING SITE SOIL WHERE POSSIBLE. SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. /X��// //�//��� /� /\ /\ /\ /\� TRENCH OR FOUNDATION DEWATERING: TRENCH DEWATERING IS THE REMOVAL OF WATER FROM TRENCHES, FOUNDATIONS, COFFER DAMS, PONDS, SUMPS, BASINS, AND OTHER AREAS WITHIN THE CONSTRUCTION AREA THAT RETAIN WATER AFTER i. REMOVE ALL EROSION AND SEDIMENT STRUCTURES AFTER FINAL STABILIZATION AND ACCEPTANCE. IF STABILIZATION DOES 12. PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY FILL CUT AREA WITH EXISTING EXCAVATION. IN MOST CASES THE COLLECTED WATER IS HEAVILY SILTED AND HINDERS CORRECT AND SAFE CONSTRUCTION NOT OCCUR (INCLUDING DUE TO SEASONAL CONDITIONS) IN ALL AREAS BEFORE CONTRACTOR HAS SATISFIED ALL OTHER DRAINED AREAS,HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE,THE PROJECT SHALL UTILIZE GRAVEL MATERIAL SUBGRADE GEOGRID MATERIAL PRACTICES. THE CONTRACTOR SHALL REMOVE COLLECTED WATER FROM THE PONDED AREAS, EITHER THROUGH GRAVITY OR CONDITIONS TO FINAL ACCEPTANCE, CONTRACTOR SHALL PROVIDE A PLAN (INCLUDING APPROPRIATE PERFORMANCE , WOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. PUMPING, IN A MANNER THAT SPREADS IT THROUGH NATURAL WOODED OR VEGETATED BUFFERS OR TO AREAS THAT ARE ASSURANCES) TO THE OWNER'S REPRESENTATIVE TO REMOVE SUCH EROSION CONTROL MEASURES AFTER STABILIZATION 3?� SPECIFICALLY DESIGNED TO COLLECT THE MAXIMUM AMOUNT OF SEDIMENT LADEN WATER FROM DEWATERING TO FLOW OVER (AND ALLOWING CONTRACTOR TO ACHIEVE FINAL ACCEPTANCE), FOR ACCEPTANCE IN THE SOLE AND ABSOLUTE DISCRETION +u ; 13. THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOW DISTURBED AREAS OF THE PROJECT SITES.OTHER MEASURES OR METHODS MAY BE UTILIZED AS REVIEWED AND APPROVED BY THE BY THE OWNER'S REPRESENTATIVE. '] COULD NOT BE AVOIDED.THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, L IMI/TL c D USE PERVIOUS ACCESS R0A1 D - 0,5o" TO 1010-o" SL OPES ENGINEER. j. DURING THIS TIME ALL EROSION AND SEDIMENT STRUCTURES SHALL BE MAINTAINED IN PROPER WORKING ORDER. DISTURBED � s HOWEVER WHEN DEALING WITH 5/0-15/o GRADES NOT PARALLEL TO THE CONTOUR,A ROADSIDE DITCH MAY AREAS SHALL BE KEPT TO A MINIMUM AND SHALL ONLY TAKE PLACE WHERE IMMEDIATELY REQUIRED TO FURTHER b15+ BE REQUIRED.THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FOR NOT TO SCALE NON-STORMWATER DISCHARGES: CONTRACTOR SHALL IDENTIFY AND PREVENT CONTAMINATION BY NON-STORMWATER CONSTRUCTION. IT IS DESIRABLE FOR AN EROSION PREVENTION TO MINIMIZE DISTURBED AREAS. FINAL GRADING AND SEEDING GRASSED WATERWAYS AND VEGETATED WATERWAYS ARE APPLICABLE FOR SIZING AND STABILIZATION. DISCHARGES. SHALL TAKE PLACE AS SOON AS PRACTICAL. DIMENSIONS FOR THE GRASSED WATERWAY SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS,AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAY CONCRETE WASHOUT AREAS: DESIGNATED CONCRETE WASHOUT AREAS SHALL BE PROVIDED AS NEEDED TO ALLOW CONCRETE MULCH ANCHORING REQUIREMENTS WOULD BE INCLUDED IN THIS PRACTICE.RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLET TRUCKS TO WASHOUT OR DISCHARGE SURPLUS CONCRETE AND WASH WATER ONSITE. CONCRETE WASHOUT AREAS SHALL BE A REQUIREMENTS OF THE REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE DIKED IMPERVIOUS AREA LOCATED A MINIMUM OF 100 FEET FROM A DRAINAGE WAY,WATERBODY,WETLAND AREA,OR INFILTRATION ON SLOPES GREATER THEN 3 PERCENT, STRAW MULCH WILL BE FIRMLY ANCHORED INTO SOIL UTILIZING ONE OF THE FOLLOWING ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TO BMP. CONCRETE WASHOUT AREAS SHALL HAVE PROPER SIGNAGE AND BE CONSTRUCTED TO PREVENT CONTACT BETWEEN as EXISTING GRADE METHODS: PRE-DEVELOPMENT CONDITIONS. EXISTING WASHWATER AND STORMWATER. THE CONTRACTOR IS RESPONSIBLE FOR IMPLEMENTATION AND MAINTENANCE OF CONCRETE a VARIES (24' MAX.) CUT LINE GRADE WASHOUT AREAS.CONCRETE WASHOUT AREAS SHALL NOT BE FILLED BEYOND 95 OF DESIGN CAPACITY AND SHALL BE CLEANED OUT - CRIMPING WITH ASTRAIGHT-C NOTCHED MULCH CRIMPING TOOL; 14. IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD,THE PERVIOUS ONCE 75%CAPACITY HAS BEEN MET UNLESS A NEW FACILITY HAS BEEN CONSTRUCTED. - TRACK WALKING WITH DEEP-CLEATED EQUIPMENT OPERATING UP AND DOWN THE SLOPE (MULCH CRIMPED PERPENDICULAR ACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER,WHICH SHALL CONSIST FILL CUT AREA WITH TO THE SLOPE)ON SLOPES<25 PERCENT; OF UNIFORM VEGETATION(I.E.BUFFER),20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF GRAVEL MATERIALA ADDITIONAL REQUIREMENTS: COMPLETION OF THE WORK WILL REQUIRE FREQUENT ACCESS TO VARIOUS PORTIONS OF THE - APPLICATION OF MULCH NETTING; THE ACCESS ROAD.POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS = Z PROJECT AREA FROM STATE AND LOCAL ROADWAYS. CONTRACTOR SHALL MONITOR PUBLIC ROADWAYS AND SHALL CLEAN - APPLICATION OF 500 LB./ACRE OF WOOD FIBER MULCH OVER STRAW/HAY MULCH;AND VEGETATIVE COVER TO ENSURE FINAL STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. m 2% SLOPE_ PAVEMENT BY MEANS NECESSARY IN THE EVENT THAT SEDIMENT OR TRACKING IS OBSERVED. SIGNAGE SHALL BE POSTED AT - COMMERCIALLY AVAILABLE TACKIFIERS(EXCEPT WITHIN 100 FEET OF WATERBODIES OR WETLANDS), --� � INTERSECTIONS OF PROJECT ACCESS ROADS AND PUBLIC WAYS,STATING COMPANY NAME AND 24-HOUR CONTACT PHONE NUMBER. 15. THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITE 3 MAX. i / � ASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HAS 1 i \\/� TEMPORARY STABILIZATION FOR FROZEN CONDITIONS CONSTRUCTION LITTER CONTROL\ �� \BEEN ALTERED FROM PRE-TO POST-DEVELOPMENT CONDITIONS(SEE APPENDIX A OF GP-0-20-001 FOR THE � ,.,. � - / � ���� RESTORE EXPOSED DEFINITION OF"ALTER THE HYDROLOGY..."),THE DESIGN MUST INCLUDE THE NECESSARY / �� �� �� ��/���� /�\\/ SOILS. INSTALL SITE STABILIZATION: MULCHING SHOULD BE TRACKED INTO SOIL PRIOR TO FROZEN CONDITIONS, OR ANCHORED WITH NATURAL DURING CONSTRUCTION,ALL WRAPPING, BOXES, SCRAPS OF BUILDING MATERIAL,AND OTHER LITTER ITEMS SHALL BE DISPOSED OF DETENTION/RETENTION PRACTICES TO ATTENUATE THE RATES(10 AND 100 YEAR EVENTS)TO EROSION CONTROLFIBER ��� ��\/,� /%\ �/�\ NETTING, SHAL SHOULD BE APPL ED AT DOUBLE THE T SIGNIFICANT RATE OF 2 TONS PER ACRE, MAKI G FALL. ALONE THE PROPERLY BY USE OF DUMPSTER OR CARTED AWAY.THE SITE SHALL BE INSPECTED AND CLEANED DAILY DURING CONSTRUCTION. PRE-DEVELOPMENT CONDITIONS. MATTING AS REQUIRED. USED OR TEMPORARY STABILIZATION, IT \ ,�\ REMOVE EXISTING APPLICATION RATE 4 TONS PER ACRE. OTHER MANUFACTURED MULCHES SHOULD BE APPLIED AT DOUBLE THE MANUFACTURER'S GEOGRID MATERIAL NOTES: SOILS AS NEEDED RECOMMENDED RATE. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTS CEASED, THE FILL WITH REMOVED NATIVE SOIL, COMPACTED EXISTING INSTALL CHECK DAMS OR APPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF NEXT BUSINESS DAY AND COMPLETED WITHIN 1. THE GEOGRID, OR COMPARABLE PRODUCT, IS INTENDED FOR USE FOR ALL CONDITIONS, IN GEOWEB GEOGRID UNDER THREE DAYS.ACCUMULATED SNOW AND FROZEN CONDITIONS ALONE ARE NOT CONSIDERED STABILIZATION. PROTECTION OF POST-CONSTRUCTION STORMWATER BMPs TO MATCH EXISTING SOILS SUBGRADE GEOWEB SYSTEM. ANCHORED STABILIZATION ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS AND PRESERVE ACCESS AND STABILIZED WITH SYSTEM MATERIAL IN DRAINAGE LOADS. ANCHORED MATTING GEOTEXTILE FABRIC TO CHANNEL SLOPES: ALL SLOPES AND GRADES MUST BE PROPERLY STABILIZED WITH APPROVED METHODS. ROLLED EROSION CONTROL POST-CONSTRUCTION STORMWATER BMPs DESIGNED FOR WATER QUALITY TREATMENT SHALL NOT BE USED AS A SEDIMENT BE USED IN PLACID PRODUCTS MUST BE USED ON ALL SLOPES GREATER THAN 3HA V,OR WHERE CONDITIONS FOR EROSION DICTATE SUCH MEASURES. CONTROL DEVICES DURING CONSTRUCTION PHASE OF THE PROJECT. WHEN POSSIBLE, POST CONSTRUCTION STORMWATER BMP 2. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-2" CLEAN, DURABLE, SHARP-ANGLED CRUSHED SECTION SOIL AREAS ONLY INSTALLATION SHALL OCCUR AFTER FINAL STABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE SETBACKS: A MINIMUM 25-FOOT BUFFER SHALL BE MAINTAINED FROM ALL PERIMETER CONTROLS SUCH AS SILT FENCE. MARK SILT NOTE: FENCE WITH TALL STAKES THAT ARE VISIBLE ABOVE THE SNOW PACK. EDGES OF DISTURBED AREAS THAT.DRAIN TO A WATERBODY CONSTRUCTION PHASE STORMWATER SHALL BE DIVERTED AROUND POST-CONSTRUCTION STORMWATER QUALITY BMPs UNTIL FINAL DESIGNATION OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, WITHIN 100-FEET WILL HAVE 2 ROWS OF SILT FENCE,5-FEET APART, INSTALLED ALONG THE CONTOUR. STABILIZATION IS ACHIEVED IN UPGRADIENT AREAS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OR REPLACEMENT OF 00 A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 1. THE ROADSIDE DITCH SHALL BE DESIGNED IN ACCORDANCE WITH THE NEW YORK STATE STANDARDS AND SPECIFICATIONS BMP FILTER MATERIAL IN THE EVENT CONSTRUCTION PHASE STORMWATER IS DISCHARGED TO CONSTRUCTED BMPs. NATURE AND 3. GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL. GEOGRID SHALL BE DESIGNED BASED FOR EROSION AND SEDIMENT CONTROLS FOR GRASSED AND VEGETATED WATERWAYS. SEE GRASSED WATERWAY DETAIL ON SOIL STOCKPILES: STOCKPILED SOILS MUST BE PROTECTED BY THE USE OF ESTABLISHED VEGETATION,ANCHORED-DOWN MULCH, DEGREE OF REPAIR SHALL BE AS DIRECTED BY THE OWNER. ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. SHEET D-103. ROLLED EROSION CONTROL PRODUCTS,OR OTHER DURABLE COVERING.SEDIMENT CONTROLS MUST BE INSTALLED DOWNSLOPE OF THE PILE TO CCNTROL SEDIMENTATION TO UNDISTURBED LOCATIONS. 4. IF MORE THAN ONE ROLL WIDTH IS REQUIRED, ROLLS SHOULD OVERLAP A MINIMUM OF NINE Drawn by: INCHES. LIMITED USE PERVIOUS ACCESS ROAD - 107 AND GREATER CONSTRUCTION ENTRANCE: ALL ENTRANCE AND EXIT LOCATIONS TO THE SITE MUST BE PROPERLY STABILIZED AND MUST BE A. REXROAT MAINTAINED TO ACCOMMODATE SNOW MANAGEMENT AS SET FORTH IN THE NEW YORK SSESC. 5. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND CONNECTIONS. SLOPES WITH DITCH SNOW MANAGEMENT: SNOW MANAGEMENT SHALL NOT DESTROY OR DEGRADE EROSION AND SEDIMENT CONTROL PRACTICES. Design by: 6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-2"CRUSHED PLOWING PERFORMED SHOULD NOT MIGRATE PLACED CRUSHED STONE OR ACCUMULATED MATTING DEBRIS WITHIN WATERBODIES, A. REXROAT STONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. NOT TO SCALE CONVEYANCES OR PROTECTED AREAS. PREPARE A SNOW MANAGEMENT PLAN WITH ADEQUATE STORAGE FOR SNOW AND CONTROL OF MELT WATER, REQUIRING CLEARED SNOW TO BE STORED IN A MANNER NOT AFFECTING ONGOING CONSTRUCTION ACTIVITIES. Checked b BASIS OF DESIGN:TENCATE MIRAFI BXG110 GEOGRIDS;365 SOUTH HOLLAND DRIVE,PENDERGRASS, VARIES (24' MAX.) ENLARGE AND STABILIZE ACCESS POINTS TO PROVIDE FOR SNOW MANAGEMENT AND STOCKPILING. DRAINAGE STRUCTURES MUST Y• GA;800-685-9990 OR 706-693-2226;WWW.MIRAFI.COM BE KEPT OPEN AND FREE OF SNOW AND ICE DAMS.ALL DEBRIS OR ICE DAMS FROM PLOWING OPERATIONS THAT RESTRICT FLOW OF S. MEERSMA RUNOFF AND MELT WATER SHALL BE REMOVED. GEOWEB MATERIAL NOTES: FROST HEAVES: HEAVING FROST, FROZEN GROUND, WINTER CONDITIONS AND EQUIPMENT CAN AFFECT EROSION AND SEDIMENTATION CONTROL PRACTICES. EROSION AND SEDIMENTATION CONTROL DEVICES SHALL BE CHECKED FOR DAMAGE BY L(� 1. THE GEOWEB,OR COMPARABLE PRODUCT, SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 10%. y TRAINED CONTRACTOR AND QUALIFIED INSPECTORS. DEFICIENCIES SHALL BE REPAIRED AND OR INSTALLED MEASURES SHALL BE M THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. t REPLACED AS DEEMED NECESSARY. THIS IS ESPECIALLY IMPORTANT DURING THAWING PERIODS AND PRIOR TO SPRING RAIN 2. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. t GRAVEL MATERIAL EVENTS. r r 3. WHERE REQUIRED,A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS SLOPE OF WINTER SHUTDOWN: IN THE EVENT OF TEMPORARY SHUTDOWN TO SOIL DISTURBING ACTIVITIES UNDER WINTER CONDITIONS, 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. TEMPORARY STABILIZATION MEASURES SHALL BE IMPLEMENTED TO ALL DISTURBED AREAS AND SWPPP INSPECTIONS CAN BE N i REDUCED TO A MONTHLY FREQUENCY.THE CONTRACTOR SHALL REFER TO SOIL STABILIZATION MEASURES IN ACCORDANCE WITH I.L 4. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-2"CLEAN,DURABLE,SHARP-ANGLED CRUSHED STONE OF THE NEW YORK STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL(NOVEMBER 2016)AND SPDES O UNIFORM QUALITY,MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02,SIZE DESIGNATION 3-5 OF GENERAL PERMIT GP-0-20-001. TABLE 703-4.STONE MAY BE PLACED IN FRONT OF,AND SPREAD WITH,A TRACKED VEHICLE.GRAVEL SHALL PERMANENT CONSTRUCTION AREA SEEDING NOT BE COMPACTED. FINAL STABILIZATION SHOULD BE IMPLEMENTED AT THE COMPLETION OF EACH PHASE. ONCE CONSTRUCTION IS COMPLETE, J W 5. DESIGNED SYSTEM SHALL T PRESTO CONDITIONS TEM GEOWEB O APPROVED EQUAL.GEOWEB SHALL BE GEOWEB SYSTEM EXPOSED SOILS REQUIRE FINAL AND PERMANENT STABILIZATION. SOILS SHOULD BE GRADED SMOOTH AND LEVEL TO ELIMINATE LL �-- DESIGNED BASED ON EXISTING SOLI_CONDITIONS AND PROPOSED HAUL ROAD SLOPES. RUTTING AND CONCENTRATED FLOWS, PONDING AND UNEVEN SURFACES FOR FUTURE MAINTENANCE ACTIVITIES. UNIMPROVED 0 U z 6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-2"CRUSHED y AREAS SHOULD BE RESTORED TO ORIGINAL GRADE UNLESS PERMITTED AND PLANNED FOR REQUIRED FUTURE MAINTENANCE. Z W W CONSERVED STOCKPILED TOPSOIL SHOULD BE UTILIZED FOR TOPDRESSING GRADED SUB-SOILS AT EXCAVATION LOCATIONS.ANY STONE,SIZE 3A,MEETING NYSDOT ITEM 703 02 SPECIFICATIONS. SEVERELY COMPACTED SECTIONS WILL REQUIRE TILLING OR DISKING TO PROVIDE AN ADEQUATE ROOTING ZONE, TO A MINIMUM Q DEPTH OF 12".THE SEEDBED MUST BE PREPARED TO ALLOW GOOD SOIL TO SEED CONTACT,WITH THE SOIL NOT TOO SOFT AND NOT 7. THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING.ALIGN THE 1-SLOTS FOR TOO COMPACT.ADEQUATE SOIL MOISTURE MUST BE PRESENT TO ACCOMPLISH THIS. IF SURFACE IS POWDER DRY OR STICKY WET, Q O INTERLEAF AND END TO END CONNECTIONS.THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS POSTPONE OPERATIONS UNTIL MOISTURE CHANGES TO A FAVORABLE CONDITION. REMOVE ALL STONES AND OTHER DEBRIS FROM 5 AT EACH INTERLEAD AND END TO END CONNECTIONS.REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION,TYING,ANCHORING,AND CONNECTIONS. PERVIOUS ROAD TO BE THE SURFACE THAT ARE GREATER THAN 4 INCHES,OR THAT WILL INTERFERE WITH FUTURE MOWING OR MAINTENANCE. __I 'g V i FLUSH WITH ENTRANCE AND O SOIL AMENDMENTS SHOULD BE INCORPORATED INTO THE UPPER 2 INCHES OF SOIL WHEN FEASIBLE. THE SOIL SHOULD BE TEST BASIS OF DESIGN:PRESTO GEOSYSTEMS GEOWEB;670 NORTH PERKINS STREET,APPLETON,WI;800-548-3424 MATCH EXISTING ELEVATION TESTED = Q TO DETERMINE THE AMOUNTS OF AMENDMENTS NEEDED.APPLY GROUND AGRICULTURAL LIMESTONE TO ATTAIN A PH OF 6.0 IN THE OR 920-738-1222; INFO@PRESTOGEO.COM;WWW.PRESTOGEO.COM UPPER 2 INCHES OF SOIL. IF SOIL MUST BE FERTILIZED BEFORE RESULTS OF A SOIL TEST CAN BE OBTAINED TO DETERMINE _ 'J PLAN FERTILIZER NEEDS,APPLY COMMERCIAL FERTILIZER AT 50 LBS.PER ACRE OF NITROGEN OR EQUIVALENT. O U WOVEN GEOTEXTILE MATERIAL NOTES: IF SOILS ARE SOFT,MECHANICAL MULCHING MAY NOT BE AVAILABLE DUE TO THE INEVITABLE RUTTING WITH MULCHING EQUIPMENT, O W 1. SPECIFIED GEOTEXTILE WILL ONLY BE UTILIZED IN PLACID SOILS. PLACID SOILS CONSIST OF VARIES (24' MAX.) EXISTING ANY UPLAND AREAS THAT ARE DISTURBED SHALL BE STABILIZED USING PERMANENT SEED MIX AS SPECIFIED IN THE NEW YORK (0 Z POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED PARTICLES AND ARE PRONE TO GRADE STATE STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL (SSESC), UNLESS DIRECTED OTHERWISE IN Q S RUTTING. PLACID SOILS ARE TYPICALLY PRESENT IN LOW-LYING AREAS WITH HYDROLOGIC SOILS EXISTING GRADE ASSOCIATED PERMITTING DOCUMENTS. GROUP (HSG) OF C OR D, OR AS SPECIFIED BY AN ENGINEER, ENVIRONMENTAL SCIENTIST, SOIL CUT LINE SCIENTIST, OR GEOTECHNICAL DATA. a X 2. THE CONCERN FOR POTENTIAL REDUCTION OF NATIVE INFILTRATION RATES DUE TO THE 2q�SLOPE GEOTEXTILE MATERIAL WOULD NOT BE A SIGNIFICANT CONCERN IN POORLY DRAINED SOILS / / /�\/ RESTORE EXPOSED V WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE MATERIALS IS CRUCIAL FOR LONG TERM 3 MAX. i / �� ��\\ SOILS. INSTALL N OPERATION AND MAINTENANCE. 1�, . :�\ / ������ EROSION CONTROL \\ MATTING AS REQUIRED. NBASIS OF DESIGN TPENDERGRASS,GA;800-685-990 OR 706-693-2228TI WW.MIROAFLCOM UTH LLAND DRIVE, \ \\\�\\ \ \\\ \ \\ \ GEOGRID UNDER GEOWEB a �\�\\ \ �\/\\ \/\ SYSTEM. GEOTEXTILE FILL CUT AREA GEOWEB SYSTEM FABRIC ABRIC TOIBAREAS E USED IN Contract No: WITH GRAVEL REMOVE VV1TM REMOVED ONLY 480459 W EXISTING MATERIAL ASSN�IN�MB + SOIL, COMPACTED SUBGRADE TO TCH EXISTING SOILS AND STABILIZED WITH Scale: SECTION ANCHORED MATTING AS NOTED �- McisC Date: LIMITED USE PERVIOUS ACCESS ROAD - 107 AND GREATER SLOPES JAN 2 4 2025 JANUARY 2025 SUUTHOLD TOWN Sheet: NOT TO SCALE a PLANNING BOARD DETAILS NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE W PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Drawing No: PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. ISSUED FOR PERMITTIN C-07 z NOT FOR CONSTRUCTION G a 0 NOTES 1, GENERIC HARDWARE, GRADE 5 MINIMUM, WHERE APPLICABLE a C" °D N 2, TORQUE REQUIREMENTS DEVICE SCHEDULE toCD - N v �' oco 1, 1/4-20 = 10ft-lb 0 z N 2, 5/16-18 = 12ft-lb N 3, 3/8-16 = 20ft-Ib WIRE o N 4, 1 = 5 BREAKER AMPERAGE PART NUMBER C❑NNECTI❑NS NOTES r 3 MBIN 3, RECOMBINER SPECSECS MARKING M9 z 1, CATALOG NUMBER, ACR600-CB-22-250-65-N3R-N-M(4000)-CASE-AERMS-HTR-CPT-SPD-PULLBOX (PER PHASE) Cl- o MARKING M4 AND M5 MARKING M1 2. VOLTAGE, 600Y/3 7V- MAIN 4000 L3F340ZYXXXXXXN 8,9,13 0 3, FREQUENCY, 60Hz o0 4. PHASES, 3P4W 5. CURRENT, 4000 1 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 �X 0 0 H T IR IT RA IN 6 ,00 @ 60 VAC ,n 7, SERVICE ENTRANCE RATEDI YES 2 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 0 8, APPROXIMATE WEIGHT+ 3,500 LBS NO GREATER THAN l6' FROM TERMINATION, 3 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 CPT a ° o AERMS a 00 5, LINE SIDE CABLE LUGS. CRIMP TO MANUFACTURE RECOMMENDATIONS, 6, SWITCHBOARD FURNISHED WITH BOOW HEATER, WIRE PER 600V-AERMS-HEATER, 4 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 I z o I U 7, DEVICE IS 10% RATED. 5 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 � �. aD 8, DEVICE IS 100% RATED, o 9, DEVICE FURNISHED WITH LSIG ELECTRONIC TRIP UNIT. 6 250 3VA6225OHL310AAO 6AWG-350MCM 7 12 15 � ° I a 10, ALL CIRCUIT BREAKERS ARE MANUFACTURED BY SIEMENS, FU-STB ' 11, SWITCHBOARD FURNISHED WITH CABLE PULL BOX FOR EXTRA CABLE BENDING SPACE, 7 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 12, DEVICE FURNISHED WITH LI ELECTRONIC TRIP UNIT, PLATE 13. DEVICE FURNISHED WITH AERMS FUNCTIONALITY, WIRE PER 600V-AERMS-HEATER, g 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 14, SWITCHBOARD IS FURNISHED WITH EXTRA 3P FUSE BLOCK AND SHORTING BLOCK, WIRE PER FU-STB, �! W 15, DEVICE IS FURNISHED WITH PAD LOCKABLE ATTACHMENT. 9 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 ° �; I! ° ° M 16, SWITCHBOARD IS FURNISHED WITH ERICO DT248030 SPD. 10 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 �- No � 0 =Q� 11 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 ° HTR R'W CPT 12 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 I ° ° ° L moZ FU MAIN 13 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 z NZN 4000A 14 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 LU �a o ______________ 250A i 2 250A 15 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 SPD U) CUSTOMER SUPPLIED 250A 3 4 250A 16 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 LUGS 250A 5 6 250A 17 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 250A g 250A 18 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 2 5 0 A 9 10 2 5 0 A 19 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 ° ° ° ° °°° °°° ° ° ° ° ° ° 3 250A 11 i 250A MARKING M7 ° ° ° 000 000 ° ° ° ° ° Z a 000 �P a 250A i i 250A 20 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 ' 110 2 5 0 A 1 1 2 5 0 A 21 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 250A 1 1 250A 22 250 3VA6225OHL310AAO 6AWG-350MCM 7,12,15 �1 2 5 0 A i 2 2 5 0 A 250A---2 2 250A VIEW SHOWN WITHOUT DOORS OR DEADFRONT VIEW SHOWN WITHOUT DOORS ' 0 N L SPD --- N I a G I NOTES: REV DESCRIPTION BY DATE Project: OT-CORPOtATIWd�I DFTR:AJ NOTES: REV DESCRIPTION BY DATE Project: OT-CCRPORATIDN,CON DFTR:AJ 2700 Forest Hills Loop Rd.SW NGRAJ 2700 Forest HRIs Loop Rd SW ENGRAJ PA PRINTS FOR APPROVAL AJ 8/4/23 SRE SWBD 2 PA PRINTS FOR APPROVAL AJ 8/4/23 SRE SWBD 2 0 Wilson,NC 27893 DATE:B/4/23 Wilson,NC 27893 (�� L 1 ADDED SERVICE ENTRANCE AJ 9/7/23 1 ADDED SERVICE ENTRANCE AJ 9/7/23 DATE:B/4/23 ^� O- C ustomer: °6'o nt� BEVICE SaEME a CK-Lt E Customer: °M ml°' FRONT VIEW N @7cornoration SUMMIT RIDGE FNeNnnn @TCor orCLtIo o SUMMIT RIDGE r"e"°"" Jzga3o-suw[T-RnwE-���0°° SHEET 1 OF 3 F' Project # KIMMRMW Project# J28430-SUMMIT RIDGE SRE-02-010 SHEET 2 OF 3 P N]VINri POWER FORWARD J28430 REV. 1 J28430 REV. 1 PULL BOX CONDUIT ENTRY 4 00 4,00 --I Suitable for use with interconnected -751,TM parallel sources. Suitable for use in 19.79" x 31.79" BACK OF SWITCHBOARD ENCLOSURE xCUSTOMER TO REMOVE VENT COVERSx M1 accordance with Article 70S of the �• m If handle is in ?RIPPED _T b' National Electrical Code,NFPA Source . OSItIOn, breaker must be Turning off Parallel Energy Source 2 0 O p MAIN > 1.75 Disconnect does not de-energize this M4 switched to"'OFF" position 2.00 4000A � 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 switchboard. Turnoff hisswerfromall before returninghandle to Drawn by. sources supplying this switchboard 250A 3 a 250A A. REXROAT ° before working inside. `EOM" position 1 x 311 250A s 6 250A M8 250A D 250A SWITCHBOARD CONDUIT ENTRY ro a 2950 a'6 VENTILATION OPENING 250A s , 250A 4,00 Design by: x UNDER 1/4° 6,00 250A 250A A. REXROAT 250A , , 250A DETAIL A 250A 6 250A 250A , 250A Checked by: 4X n.88 --------- -------- -- --�----- Maximum continuous loads not to exceed 80 percent 250A , 250A S. MEERSMA -----56.56 of the overcurrent protective device (circuit breaker BOTTOM CONDUIT VIEW and fuses) ratings employed in other than motor 4.00 � circuits, except for those circuits employing circuit ICY) M2 (--- 2,00 ---I �- UL MARKING AND breakers marked as suitable for continuous A MARKING M2, M3, MB, AND M15 operation at 100 percent of their ratings. PARALLEL ENERGY SOURCE TO BE AFFIXED ON 4.00 DISCONNECT o nnn> unngnrnn INSIDE OF DOOR. ry C M5 2 O 0 --o -- =-- a - Maximum continuous ampere rating: 250.0 amps per BOTH ENDS OF DISCONNECTING 1.00 {- O breaker DEVICE MAY BE ENERGIZED J RO F0 M9 MAIN For use with 75C rated conductors 0,50 U W T p U Z UL TYPE 3R Z W Lu n:E ' 9000 -J O Q 4, ryO 00 4,00 � 0- o • �sg2 4,00 ----) 2 O � U DOOR HANDLES INCLUDE OTCorporationT NEUTRAL BONDING JUMPER < ~b PROVISION FOR LOCKING 515 -w Rr°w"u O N M3 Catalog Number.ACR600-CB-22-250-65-N3R-N-N(4000)- Wire Size: 750kcmil Cu Lug: NSI GL75048 CABLE-AERMS-HTR-CPT-SPD-PULLBOX 2'0 0 Wire Length: 24" Die Color:BLACKT : '^ 600Y/347V M7 2,00 M15 SUITABLE FOR USE AS SERVICE 2,00 O vJ m 60Hz 3 0 A Lij R Short Circuit Rating:65,000A Mounting Hardware 1/2-13 X 13/4" Hex Head Screw EQUIPMENT iu 400MP Grade 5 w/flat Washer(2)&Lock Washer(1)&Nut(1) U) Z a e? Q o Torque Value-50ft-lbs Q a I LEFT SIDE VIEW REAR VIEW FRONT VIEW RIGHT SIDE VIEW XX `J LO o U W LO 0 NOTES: REV DESCRIPTION BY DATE Project: OT-CORPORATIORCOM DFTR:AJ NOTES: Project: n 2700 Forest Hills Loop Rd SW ENGRAJ REV DESCRIPTION BY DATE OT-CORPORATI04CON DFTR:AJ PA PRINTS FOR APPROVAL AJ 8/4/23 SRE SWBD 2 1 ADD SERVICE ENTRANCE AJ 9/7/23 SRE SWBD 2 2700 Forest Hills Loop Rd SW ENGRAJ Contract NO: WRson,NC 27893DATE:B/4/23 4$0459 1 ADDED SERVILE ENTRANCE AJ 9/7/23 DATE:B/4/23 Wilson,NC 27893 ° C ustomer: m°"a B Dtl" Drawing Tltln SVITCl,804RH PROFILE VIEWS 6 TROXiH C ustomer. " @UCor oration SWITCHBOARD LABELS J28430-SUMMRi21DGE-RIDGE -02-Ott SHEET 3 OF 3 p @TC o r p o r a t l o n SUMMIT RIDGE Prod�t °° �^�"a SUMMIT RIDGE FweMPA`928430-SUMMIT-RIDGE-SRE-02-LABELS SHEET 1 OF 1 »w . ,navxa Scale: J28430 REV: 1 Project # J28430 REV: 1 AS NOTED Date: JANUARY 2025 JAN 2 4 2025 SOUTHOLD TOVvN Sheet: PLANNING BOARD DETAILS NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL c PERSIONEUNLE8S ACTING UND SECTION 7209ER THE IT IDIRECT VIOLATION ION OF A LFOR ICENSED INTENDED TO BE THESE USEDDOCUMENTS ERARE THESE DOCUMENINTERRELATED TS ARE ARE Drawing No: w PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. ISSUED FOR PERMITTING C-08 3 NOT FOR CONSTRUCTION a 0 >. N M O e N Co 1 2 3 ---- -4 - - 5 6 1 2 3 - -- -- 4 5 6 o Item Part Description Qty 2 = r N CO I ZN 82.3 1 2 HOLE GROUND PAD 3 BOTTOM O F TRANSFORMER cli � y 79.8 2 Single Parking Stand Weld Assy 1 } 3 RADIATORS-20 PANEL X 48"TALL 4 0 O A 4 Lifting Lug 4 A HOLD DOWN MOUNTING HOLE Z a o 0 5 1"Drain Valve&Sampler In Padlockable Box 1 11 00 LOCATIONS 1. 125 QTY. 4 6 NAMEPLATE 4X8 AL 4 p 7 22"X 29"X 10"DEEP GAUGE BOX 1 0I 8 HV BUSHING NLB 125kV BIL,600A 6 7 59 0000 24 _ _ _ �- 9 LV BUSHING -EPDXY BUSHING 30 BIL,10H SPADE 4 �f 0 10 HO BUSHING--PORCELAIN 95 BIL 2H SPADE 1 11 LIQUID TEMPERATURE GAUGE WITH CONTACTS 1 Z B . o' o0 33.2 12 PRESSURE RELIEF VALVE.25"1OPSI 50SCFM w/MANUAL PULL RING 1 B U co13 BAYONET FUSE 125A 3 p 14 TAP CHANGER, 150A 200 BI ISILVER PLATED w/GRIPPER HANDLE 1 ' n`_ 15 2 POS LB SWITCH 2O0BIL 300A 1 U 16 ITERMINAL BLOCK 18 POLE 2 F_ r 17 3 PHASE 4 WIRE SECONDARY ARRESTER,400 MCOV 1 ,W o 18 GEM PRESSURE SWITCH+7PSI FACTORY SET 1 V 0 19 GEM VACUUM SWITCH-SPSI FACTORY SET 1 � 0 r7 20 GAUGE PRESSURE VAC ASSY w SCHRADER VALVE 1 -- --- 0_ 21 LIQUID LEVEL GAUGE W/ALARM CONTACTS HI-LO 1 N cc" o C RECOMMENDED PAD 22 ARRESTER POLIM 25kV K655ESA-10 ( ) 3 C 9>x 23 23 FRONT BARRIER 1 _ W - m Z w 24 WEG LOGO PLATE 1 M z Z f-W 25 ENVIROTEMP DECAL 1 6.7 W 26 NON PCB DECAL 1 I � ,o Q 27 PRESSURE RELIEF DEVICE 1OPSI 1 LO 27 14 13 Terminal Block " 0 12 18 19 11 4 10 D _ 6.5 Schematic Nameplates D " e. on back of Gauge Box door. O - I o a L13 II -y-5 00 MT (21 z o H1A I u 0 8 CD °O 00 10.6 1s+1 � 5.1 _ co E El E C3 " co N 1 � O o 5 �d_K_=1 68.23 0 - 40.3 33.3 I I 40.3 _ 31.2 117.5 CUSTOMER NAME:SUMMIT RIDGE PESO BRUTOI GROSS WEIGHT 6208 kg PESO NETO/NET WEIGHT 6208 kg ESCALA/SCALE 1:30 PESO BRUTO I GROSS WEIGHT 6208 kg PESO NETO/NET WEIGHT 6208 kg ESCALA/SCALE, 1:30 S.O..#496917021-020 ' I ( KVA RATING: 2000/2240 KVA 5=2137181 CHANGE WEIGHT AMENA AARTEAGA AARTEAGA i 30/06/2022 01 500002137181 CHANGE WEIGHT AMENA AARTEAGA AARTEAGA I 30/06/2022 01 Approval Block PRIMARY VOLTAGE: 132ooGrdY/7620 95 BIL --- -" - �--_---- - ------- '- - -- - ------------- ------- PP W MODIFICAC16N LOC RESUMEN DE MODIFICACIONES EJECUTADO VERIFICADO LIBERADO FECHA VER W MODIFICACION LOG RESUMEN DE MODIFICACIONES EJECUTADO VERIFICADO LIBERADO FECHA VER F SECONDARY VOLTAGE:600Y/346,30 BIL ECM SUMMARY OF MODIFICATIONS EXECUTED CHECKED RELEASED DATE F ECM SUMMARYOFMODIFICATIONS EXECUTED CHECKED RELEASED DATE Approved as Submitted M EJECIEXECUTED AMENA I ;;����E DIMENSAO TOTAL 10009854700 `° EJECIEXECUTED AMENA DIMENSAO TOTAL 10009854700 m Approved as noted FLUID:ENVIROTEMP FR3- 626 GAL VERIFlCHECKED AARTEAGA {tt�7 OVERALL DIMENSIONS Z VERIFICHECKED AARTEAGA OVERALL DIMENSIONS oTOTAL WEIGHT: 14078 LBS o LIBERIRELEASED AARTEAGA II�l DIMENSIONES GENERALES 000 01 o LIBERIRELEASED AARTEAGA DIMENSIONES GENERALES 000 01 4 ResubmitSign&date - - - --- - - - --- --- --- ------ - -- -- - -- o - -- --- --- ---- - ---- - - - --- - - - ----- ------- ----- - o FECHA LBIREL DT 30/06IM22 WTD TIZAYUCA INGENIERIA DE PRODUCTO HOJAI SHEET 1 / 2 ti FECHA LB/REL DT 30106/2022 WTD TIZAYUCA INGENIERIA DE PRODUCTO HOJA/SHEET 2 / 2 N a) 0 Propiedad de WEG.Reproducci6n prohibida sin previa autorizaci6n./WEG's property.Forbidden reproduction Propiedad de WEG.Reproducci6n prohibida sin previa autorizaci6n✓WEG's property.Forbidden reproduction without previous authorization. -- O O O al O a>i [Y Design Impedance MANUFACTURED BY VOLTRAN S.A. DE C.V. Drawn by. THREE PHASE TRANSFORMER 55/65 'C RISE 60 Hz. CLASS KNAN ENVIROTEMP FR3 FLUID A. REXROAT 5.71 2000 kUA(55'c RISE) HU(Al) 13200 GrdY/7620 Design by: MANUFACTURED BY VOLTRAN S.A. DE C.V. MANUFACTURED BY VOLTRAN S.A. DE C.V. A. REXROAT 2240 kUA(65'c RISE) LV (AI) 600 Y/ 346 Approval B�ock Approval Bock Approval Block SPARE Checked by. ❑ Approved as Submitted ❑ 1 BLK ❑P pp S. MEERSMA Approved as Submitted ® ® roved as SubmlttPd ® 1 HIGH El Approved as Noted �Approved as Noted OIL TEMPERATURE e 2 ® WHT 26T SW#1 SET © 10�C []Approved as Noted ® 2 e � ❑ Resubmit ❑ Sing & Date Resubmit s Dn a Date e 3 e GRN El Resubmit sign Date 3 e (y) S/N %IMP. ® 4 ® BLU ® 4 ® r MODEL M0189495-0100 HIGH ORG SET @ 11 -- ETC SWITC LINE-LINE LINE TOP OIL TEMPERATURE ® 5 ® e 5 e 3. (4) 3/16" Dia. Holes POSITION VOLTAGE (V) URRENT(A TRIP 6 ® RED SET © 115'C CORE & COIL (UNTANKING) 5229 LBS A OR 1 13860 93.3 ® ® 6 e 4.00 TANK & FITTINGS 4043 L O 25 LIQUID 626 GALS 4806 L LEIS B OR 2 13530 95.6 E) 7 ® BLK ® 7 E) 0 3.50 LEIS C OR 3 13200 98.0 TOTAL 14078 LBS D OR 4 12870 100 OIL RED 71T SW#1 DATE OF MFG. E OR 5 12540 103 HIGH LEVEL ® B ® SET C�? HIGH ® B ALARM RI lJ J LV 600 2155 e 9 e e 9 e LL1 H2 Y N y n 0 X2 HV BIL WNDGS/ACCSS: 95/125 KV e 1 D e oRG ® 10 1 e D U Z LV BIL WNDGS/ACCSS: 45/30 KV OIL LOW LEVEL i, E) 11 e YLLT Z W W 71T SW#2 ® 11 I ALARM SET @ LOW Q� -7 �', . US LIED e 12 e BRN e 12i e -j O U 8.00 7.50 HO XO Distributon ImmeTransrsed �� H1 H3 X1 X3 5LK8 No.E495851 ® 13 E) R-D e 13 Q J � � O > _ PRESSURE SW RISING O 5 LIQUID CONTAINS LESS THAN 1 PPM PCB's AT TIME OF MANUFACTURE. PRESSURE ® DLK LIQUID LEVEL AT 25'C IS 7" BELOW TOP OF HANDHOLE FLANGE. ALARM ® 14 SET G 7 PSIG ® 14 G = J o LIQUID LEVEL CHANGES 0.5" PER 10'C CHANGE IN LIQUID TEMPERATURE. I e 15 ® DLU e 15 ® J... OPERATING PRESSURES OF PRESERVATION SYSTEM ARE 7 PSIG MAX & -2 PSIG MIN. TANK IS DESIGNED FOR 3 PSfG VACUUM FILLING AND MUST BE SOLIDLY GROUNDED. R=D F- 0 o BEFORE INSTALLATION AND OPERATION READ INSTRUCTION BOOK (WEG #ZU+7-8101). E) 16 8 VACUUM SW e 16 e � V) 25 STATIC SHIELD VACUUM BLK ALARM ® 17 ® FALLISET ©G-5 PSIG e 17 W MATERIAL: INOX 18 °L� ® 18 Q (4). 1875" DIA. MTG. 2 POS. SWITCH I MADE IN MADE IN X HOLES ON CENTERLINE 3.5" x 7.5" APART. �" °'� M [ED�D 0� " H1A H2A to H3B H2B H1BH0 XO X1 X2 X3 W SIZE OF PLATE 4.0 Core Shield U5 Patent - MADE I N M E X I C o - • LO O O O MADE IN MEXICO O JAN 2 4 2025 E0 x 8.0" WITH .25" pending DESIGN FOR STEP UP OPERATION C3 < 3300 FT ASL SOUTHOLD TOWN `' CORNER RADIUS. ■ PLANNING BOARD 0e� MADE IN MEXICO O Contract No: W 480459 NOTE:UNDER NEW YORK STATE EDUCATION LAW ARTICLE 145 SCOIe: (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY NAMEPLATE NAM yAM`'WEG CFNTRFL NAMEPLATE WEG CONTREL NAMEPLATE PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED AS NOTED MA L: M ,'L; PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. INOX INEX INOX Date: o N� M JANUARY 2025 WASHINGTON, MO 63090. USA 7/1/2022 496917021-020 DATE: NUM13ER: 0 wASHtNsraN, MO 6sa9o, USA 06/21/2022 496917021-020 0 was�tNUTON, M❑ 63n9o, USA 06/21/20E2 496917021-02G 01 NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL o DECIMAL ANGULAR FRACTIONAL SCALE IOavtRR�NCES, DRAWN BY- APPROVED DECIMAL ANGULAR FRACTIIINAL SCALE ocRsNot e DRAWN BY APPROVED DFCIMAI- ANGULAR FRACTIONAL SCA E %C1 RANC�kB DRAWN BY APPRLIVEI) DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE t .032 f 2' f 1/32 1:1 f .032 EE ZW ± 032 ± 2° 1± 1/32 NTS ± .032 DG ZW ± 032 ± 2° ± i/32 NTS ,032 DG ZW INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Sheet: INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. DETAILS a` NOT FOR CONSTRUCTION w Drawing No: ISSUED FOR PERMITTING c-I Z z a 0 N O O 04 3t2CDco -p M O ti rfl �TMJ CO � ZN O. PlEAK" DUO ML-G12SM L G1 S SERIES o Y Z! 0 1. v._... _a Z III Mechanical Specification "; ;40 Sn' E RON ES QCp"�+ Format 93.8 in x 51.3 in x 1.381n(Including frame) ,rrp m ,,.,,, Z OO i�ii i�77 (2384mm x 1303mm x 35mm) + " + O Weight 84.2lbs(38.2kg) eeart-^ O Front Cover 0.08 in(2.0 mm)thermally pre-stressed glass a""�e°°` •" a"- "`" ��° M=" 1 C) O 675-690 W 1132 Cells with anti-reflection technology m �: O p Back Cover 0.08 in(2.0 mm)semi-tempered glass L() 22.2% Maximum Module Efficiency Frame Anodised aluminium ` IT Cell 6 x 22 monocrystalline C.ANTUM solar half cells �M� 00 O e"o»m°s.now Junction box 2.09-3.98 x 1.26-2.36 x 0.59-0.71in(53101 mm x 32-60 mm x 15-18 mm), Protection class IP67,with bypass diodes I Cable 4 mm2 Solar cable;(+)229.51n(750 mm),(-)213.8 in(350 mm) r"° ^•"•ar ° 9,93"p,-n z-OIa�•namm an.p,,.ro IOIo�.•n-re Z Connector St2ubli MC4;Staubli MC4-Evo2;-IP68 U MODEL O.PEAK DUO ML-G"2S.3t8FG ■ Electrical Characteristics o POWER CLASS 675 680 685 690 MINIMUM PERFORMANCE AT STANDARD TEST CONDITIONS,STC1(POWER TOLERANCE+5 WI-OW) ✓ U BSTC' BSTC' BSTC` BSTC' ®�✓' Power at MPP' PMPP [W] 675 738.4 680 743.8 685 749.3 690 754.8 Bifacial energyyield gain of u to 21% ..raN'e Y p Short Circuit Current' Isc [A] 18.45 20.20 18.48 20.23 18.51 20.26 18.54 20.30 E C) Bifacial Q.ANTUM solar cells make efficient use of light Open Circuit Voltage' Voc M 46.10 46.27 46.24 46.40 46.37 46.53 46.50 46.66 V M LLL�JJJ shining on the module rear-side for radically improved LCOE. __ Current at MPP IMPP [A] 17.56 19.22 17.62 19.28 17.66 19.34 17.74 19.40 Q W 0 x F- Voltage at MPP VMPP IV] 38.43 38.42 38.59 38.58 38.75 38.74 38.90 38.90 5N O Efficiency' 0 [%] 221.7 z21.9 222.1 222.2 /1/ ( � Ul N� Low electricity generation costs Bifaclallty of PMPP and lsc 70%t5%•Bifaciality given for rear side Irradiation on top of STC(front side)-According to IEC 6 0 9 0 4-1-2 LJ.• v� j W Q.ANTUM DUO technology with Optimized module layout t0 'Measurement tolerances PMPPt3%;ISc,Voct5%at STC:1000W/m2;'at BSTC:t000W/m2+rp x 135W/m2,cp=70%,25t2°C,AM 1.S according to IEC 60904-3 a Z Z Iuj boost module power and improve LCOE, MINIMUM PERFORMANCE AT NORMAL OPERATING CONDITIONS,NMOT2 " ' Z 0 z 00 Power at MPP PMPP [W] 508.2 512.0 515.7 519.5 V) 14.86 14.89 14.91 14.94 W Z ". Short Circuit Current Isc [A] Q E 9 o A reliable investment .9 Open Circuit Voltage Voc IV] 43.61 43.73 43.86 43.98 '] I Current at MPP IMPP [A] 13.83 13.88 13.93 13.98 1 e w Double glass module design enables extended lifetime with 12-year product warranty and improved 30-year performance Voltage at MPP VMPP IV] 36.75 36.89 37.03 37.16 1 ): warranty'. Measurement tolerances PMPP t3%;Isc;Voc t5%at STC:1000 W/m2,25t2°C,AM 1.5 according to IEC 60904 3.2800 W/m=,NMOT,spectrum AM 1.5 Ocelts PERFORMANCE WARRANTY PERFORMANCE AT LOW IRRADIANCE t C tw � t 1 Enduring performance W e - during yea nominal power _ __.. .. E ng high pe formanc .�.,,,� .�,�ba - ., _ ° Y � •x` a °� °'^°" during first year.Thereafter max. I d "' -----' - - - r,. Anti LID and Anti PID r _ ion per Long-term yield with An' least of mo ;t g security ea o nominal power 99 Po Technology",Hot-Spot Protect. f up toWyears.At least 84.95%of ' � a a az nominal power up o 30 years. Z so an l data mea a e '' p o: ollerances FlullI warranties in v� l3jt� t O s5 (f+,,j�1-/L',�). Frame for versatile mounting options Q r Y 1=g accordance with the warranty `r 1F L ,1 o^ ao a terms of the Ocells sales High-tech aluminum a oy frame protects from damage a 80 ll fr f o 09 to 1a so 2s 90 organ on your p ive 20o V 4w ew eoo oao g isaU of respective ed' y i 4 enables use of a wide range of mounting structures and is YEARS Country. IRRADIANCE(W/m'7 g ; certified regarding IEC for high snow(5400 Pa)and wind 2400 Pa. -Standard terms of guarantee for the 5 PV companies with the Typical module performance under low lnadiance conditions In loads j ( ) highest production capacity In 2021(February 2029 comparison to STC wndabns(25-C.100o W/un), u x, TEMPERATURE COEFFICIENTS �, & Temperature Coefficient of l a [%/K] +0.04 Temperature Coefficient of V. (i [%/K] -0.27 ai Innovative all-weather technology to Temperature Coefficient of PMPP y [%/K] -0.34 Nominal Module Operating Temperature NMOT 1°9 428 35.4 G p Optimal yields,whatever the weather with P ( C) r excellent low-light and temperature behavior. M w X ■ Properties for System Design _4 d `See data sheet on reerfor further Information. Maximum System Voltage Vsrs M 1500 PV module classification I Class II 'APT test conditions according to IEC/TS 62804-1:2015 method B(-1500V,168 h) Maximum Series Fuse Rating [A DC] 30 Fire Rating based on ANSI/UL 61730 TYPE 294 Including posttreatment according to IEC 61215-1-1 Ed.2.0(CD) _ Max.Design Load,Push/Pull' [Ibs/ft2] 75(3600 Pa)/33 0600 Pa) Permitted Module Temperature -40°F up to+185°F i Max.Test Load,Push/Pull' [Ibs/ft'] 113(5400Pa)/50(2400Pal on Continuous Duty (-40°C up to+85°C) 'See Installation Manual `New Type Is similar to Type 3 but with metallic frame o ■Qualifications and Certificates o b UL 61730,CE-compliant, o 0 IEC 61215:2016, IEC 61730:2016 ^ $ U.S.Patent No.6,893,215 The ideal solution for. (solar cells) C E '�""i e° ❑e o 0 us • I nvnra•,• ,onnuoin , a Ground-mounted lovan.mw;s 2p22 'Contact your Ocells Sales R ser eprertatNe for details regardlrrg the modub's eligibility to be Buy American Act(BAA)compliant. solar power plants Qcells pursues minimizing paper output in consideration of the global environment. A Note:Installation Instructions must be followed.Contact ourtechnical service for further Information on approved Installation of this producL ��V I'V .-h t 0 CELLS America Inc.400 Spectrum Center Drive,Suhe 1400,Irvine,CA 92618,USA I TEL+1 949 748 59 96 1 EMAIL hqc-Inquiry®gcells wm I WEB w gcelw.com ` ,. litillijill 7-7 filet ­Rte7" O) K C Technical Data - Technical Data � � 0Drawn by. DCinptitdata _T 125TL3 137TL3 � � DCihputdata 15pTL3 A. REXROAT new allergy. Max,recommended PV generator power 187500 W 205 500 W Max.recommended PV generator power 225 000 W MPP range 875-1300V 875-1300V MPP range 960-1300V Design by. Operating range 875-1 450 V 875-1 450 V Operating range 960-1 450 V A. REXROAT Rated DC voltage/start voltage 900 V/1 000 V 900 V/1 000 V Rated DC voltage/start voltage 1 000 V/1 10o v Max.no-load voltage 1500V 1500V Max.no-load voltage 1S00V Checked by. Max.input current 160 A 160 A Max.input current 160 A b l u e p l a n et 125 15 O T L 3 Max.short circuit current I,_ 300 A 300 A Max.short circuit current Is°max 300 A S. M EERSMA Number of MPP tracker 1 1 Number of MPP tracker 1 Connection per tracker 1-2 1-2 Connection per tracker 1-2 String inverters for utility-scale solar power plants AC outputdzata ACoul:putdata Rated output 125000 VA 137000 VA Rated output 150000 VA (� up to multi-megawatt solar parks. Max.power 137500VA 137500VA Max.power 150000VA Line voltage 600 V(3P+PE) 600 V(3P+PE) Line voltage 660 V(3P+PE) Voltage range(Ph-Ph) 480-690 V 480-690 V Voltage range(Ph-Ph) 480-760 V r Rated frequency(range) 50 Hz/60 Hz(45-65 Hz) 50 Hz/60 Hz(45-65 Hz) Rated frequency(range) 50 Hz/60 Hz(45-65 Hz) J: Rated current 3 x 120.3 A 3 x 132.3 A Rated current 3 x 131.2 A N Max.current 3 x 132.3 A 3 x 132.3 A Max.current 3 x 132.3 A 0 ;I Reactive power/Cos phi 0-100%Snom/0,30 Ind.-0,30 cap. Reactive power/cos phi -100%Snom/0.30 Ind.-0.30 cap. Max.total harmonic distortion(THD) 53% <3 IN, Max.total harmonic distortion(THD) 3% Number of grid phases 3 3 Number of grid phases K A C 0 0 ,-- p�G--e�n-e-r'a-l-data - Max.efficiency 99.2% 99.2% Max.efficiency W • LL Europ.efficiency 99.0% 99.0% Europ.efficiency :99.0% Q I _ CEC efficiency 98.9% 98.9% CEC efficiency i99.0 IN, V 3 0 K A C 0 0 Standby consumption <10 W <low Standby mnsumption ;<10 W Z W W j s blveyanM� -``�' CircultrytopoIogy transformerless transformerless Circuitry topology Itransformerless a J 0 Mechanical dat - i4 J Mhanical data o ! -- --_ ec c Display LEDs LEDs Display LEDs Q O S Control units webserver,supports mobile devices webserver,supports mobile devices Control units webserver,supports mobile devices o J e v' O 5 I Ethernet(Modbus TCP,Sunspec),R5485(KACO-protocol) Ethernet(Modbus TCP,Sunspec),RS485(KACO-protocol) k Interfaces Interfaces i USB,optional:4-DI USB,optional:4-0I • I Fault signalling relay potential-free NOC max.30 V/1 A potential-free NOC max.30 V/1 A Fault signalling relay potential-free NOC max.30 V/1 A T DC connection cable lug,max.240 mm2(0.372 in Cu or Al DC connection able lug,max.240 mm2(0.372 In Cu or Al l� O AC connection cable lug,max.240 mm2(0.372 in2)Cu or Al AC connection cable lug,max.240 mm2(0.372 in2)Cu or Al �/-� U ! ° Ambient temperature 25°C-+60°C11 25°C-+60°C" Ambienttemperature 25°C-+60°C11 VJ a, Humidity 0-100% 0-100% Humidity -100% O W Max.installation elevation(above MSL) 3000 m 3000 m Max.installation elevation(above MSL) 3000mdi z o Min.distance from coast 500 m 500 m Min.distance from coast 00 m o Cooling temperature controlled fan temperature controlled fan Cooling temperature controlled fan a Protection class IP66/NEMA 4X IP66/NEMA 4X Protection class IP66/NEMA 4X �/ Noise emission 59.2 db(A) 59.2 db(A) Noise emission 59.2 db(A) X _ Ow..�'IF HxWxD 719x699x460mm 719 x 699 x 460 m m HxWxD 719x699x460mm a Weight 78.2 kg 78.2 kg Weight 8.2 kg ��� CU Decentrally into new dimensions. GertlfiDatltins [ertifitattons _ _ _ IEC 6 21 0 9-1/-2,EN 61000-6-1/-2/-4,EN 61000-3-11/-12, IEC 62109-1/-2,EN 61000-6-1/-2/-4,EN 61 0 0 0-3-11/-1 2, JAN 2 4 2025 LO on r EN 55011 group 1,class A EN 55011 group 1,class A EN 62920 Emission class A/Immunity class EN 62920 Emission class A/Immunity class A SOUTt]GLD T041'N Superior efficiencies and Decentralised design or,Virtual Lean commissioning and updates Safety Safety p(aflral�l,eo,ZRo UL62109-1,t L1741,_ UL62109-1,UL1741, �. .. D overload capacity through silicon Central'concept possible via remote services �tSA-c x.z_Nb.107.1 SA-C22.2 No.107.1 CSA-C22.2 No.62109-1,CSA-C22.2 No.62109-2 CSA-C22.2 No.62109-1,CSA-C22.2 No.62109-Z Carbide technology Contract No:L ,t Overvaltage protection AC/ Grid connection rule overview see homepage/download area Grid connection rule overview see homepage/download area �tHO459 11 Power deratin at high ambienttem temperatures n u Special properties for extreme DC and for communicationco g g P Powerderatingathighambienttemperatures environmental conditions interfaces available Number ofDC inputs 5 XL NOTE EDUCATION W 1 5 • Versions s XL ;;: UNDER NEW YORK STATE D CATION LA ARTICLE 4 (ENGINEERING), SECTION 7209 (2), IT IS A VIOLATION FOR ANY Scale' 1-2 1-2 Number ofDCInputs 1-2 1-2 PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED AS NOTED DC switch ✓ DC switch ✓ PROFESSIONAL ENGINEER, TO ALTER THIS DOCUMENT. DCSPD Type 1+2 Type 1+2 - AC SPD O O DC SPD Type 1+2 Type 1+2 Date: AC SPD o O RS485 interface SPD 0 O JAN UARY 2025 '. RS485 interface SPD o O Ethernet interface SPD o o NOTE: THESE PLANS ARE ACCOMPANIED BY SUPPLEMENTAL TOP BRAND PV Ethernet Interface SPD o o DOCUMENTS. THESE DOCUMENTS ARE INTERRELATED AND ARE PlDset o o PID Set 0 i 0 INTENDED TO BE USED TOGETHER. THESE DOCUMENTS ARE Sheet: it EUROPE standard=✓ upgradeable=0 INTENDED TO BE USED FOR LOCAL APPROVAL PURPOSES ONLY. a standard=✓ upgradeable=0 DETAILS 2021 NOT FOR CONSTRUCTION Drawing No: Z � � = • � s : ISSUED FOR PERMITTING c-lo L� ai Z �3 P 0 r