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HomeMy WebLinkAboutAbundant - Town Board Submission_08272019PROJECTLOCATIONGROTON SOLAR ARRAY 704 CORTLAND ROAD, GROTON NY ABUNDANT SOLAR POWER (GROTON) LLC. PROJECT NO: 2190728.01 ISSUED FOR PRELIMINARY PLANS AUGUST 2019700 WEST METRO PARK,ROCHESTER, NY 14623PROJECT NO: 2190750.01AUGUST 2019GROTON SOLAR ARRAY704 CORTLAND ROADTOWN OF GROTON, TOPKINS COUNTY NYTAX ID: 20.-1-31.2LOCATION MAPN.T.S.ABUNDANT SOLAR POWER (GROTON), LLC.300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.com C001GENERAL NOTES, LEGENDAND DRAWING INDEXDRAWING NAME:It is a violation of New York Education LawArticle 145 Sec.7209, for any person, unlessacting under the direction of a licensed architect,professional engineer, or land surveyor, to alteran item in any way. If an item bearing the seal ofan architect, engineer, or land surveyor isaltered; the altering architect, engineer, or landsurveyor shall affix to the item their seal andnotation "altered by" followed by their signatureand date of such alteration, and a specificdescription of the alteration.DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:704 CORTLAND ROADTOWN OF GROTONABUNDANT SOLARPOWER (GROTON), LLC.700 WEST METRO PARKROCHESTER, NY 146232190750.01AUGUST 2019ISSUED FOR PRELIMINARY PLANSSRVRJS© 2018 LaBella AssociatesREVISIONSNO:DATE:DESCRIPTION:------Date & Time: 8/26/2019 1:15 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C000 COVER & NOTES SHEET.dwg 300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.comDRAWING INDEX1.THE CONTRACTOR ALONE SHALL BE RESPONSIBLE TO LOCATE UTILITIES OUTSIDE THERIGHT-OF-WAY INCLUDING PRIVATE ROADS.2.SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLICROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINEDTHROUGHOUT THE CONSTRUCTION PERIOD.3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS ANDEQUIPMENT, INCLUDING SPECIAL CUTTING DEVICES, NECESSARY TO PERFORM THEWORK CONTAINED IN THIS CONTRACT.4.THE SIZES AND MATERIAL OF CONSTRUCTION OF WATER MAINS, SANITARY SEWERS ANDSTORM SEWERS TO REMAIN ARE REPUTED. THE CONTRACTOR SHALL VERIFY SIZES OFALL UTILITIES WHERE CONNECTIONS TO SAID EXISTING UTILITIES ARE REQUIRED.EXCAVATION TO VERIFY THESE UTILITIES SHALL BE MADE AT NO ADDITIONAL COST TOTHE OWNER.5.THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FORREMOVAL.6.UNLESS OTHERWISE INDICATED ON THE PLANS OR DIRECTED BY THEARCHITECT/ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ANDPROTECTING FROM DAMAGE ALL TREES, SHRUBS AND PLANTS IN THE VICINITY OF THEPROPOSED WORK.7.THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATEDTO REMAIN FOR THE DURATION OF THE CONTRACT.8.ANY SITE AMENITY, UTILITY, STREET APPURTENANCE, OR OTHER ITEM WHICH BECOMESDAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED ORREPLACED IN-KIND BY THE CONTRACTOR AS DETERMINED BY THE PROJECT MANAGEROR ARCHITECT/ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER.1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NOALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TOVERIFY EXISTING CONDITIONS AND DIMENSIONS.2.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL TO NOTIFY DIGSAFELY NEW YORK AT 811 TO REQUEST UTILITY STAKEOUT OF ALL PUBLIC UTILITIES.3.WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN ACTIVE AND FUNCTIONALFACILITY. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MINIMIZE DISRUPTIONTO THE OPERATIONS OF THE FACILITY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TOPROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC, VISITORS AND EMPLOYEESFROM HARM AS A RESULT OF HIS CONSTRUCTION ACTIVITIES.4.THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND ANDBELOW GROUND UTILITIES, STRUCTURES, AND APPURTENANCES SHOWN ON THE PLANSARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL BERESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OFALL UTILITIES, STRUCTURES, AND APPURTENANCES IN THE PATH OF AND ADJACENT TOTHE PROPOSED WORK.5.SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLICROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINEDTHROUGHOUT THE CONSTRUCTION PERIOD.6.CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED TOREMAIN FOR THE DURATION OF THE CONTRACT.7.THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNMENT, LOCAL FIRE DEPARTMENTAND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC)AS NECESSARY AND SHALL OBTAIN ANY REQUIRED PERMITS PRIOR TO BEGINNINGWORK. COPIES OF ANY REQUIRED PERMITS SHALL BE PROVIDED TO THE OWNER PRIORTO BEGINNING THE WORK.8.CONTRACTOR SHALL REMOVE FROM SITE, MATERIALS NOT INDICATED TO BE SALVAGEDINCLUDING ALL DEBRIS. ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OFCONTRACTOR WHO SHALL LEGALLY DISPOSE OF SAME.9.ALL TREES, SHRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BYCONSTRUCTION OPERATIONS, SHALL BE REPLACED IN-KIND AS DIRECTED BY THEARCHITECT/ENGINEER AND/OR OWNER'S DESIGNATED REPRESENTATIVE AT NOADDITIONAL COST TO THE OWNER.10.THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO THEEXISTING BUILDINGS FOR THE DURATION OF THE CONTRACT.11.WHEN EXISTING CONSTRUCTION WHICH IS TO REMAIN IS DAMAGED DURING THECOURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT SHALL BEREPAIRED AND/OR REPLACED WITH SIMILAR OR LIKE MATERIALS AS MUCH AS POSSIBLE,AT NO COST TO THE OWNER. ALL REPAIRS AND/OR REPLACEMENTS WILL BE SUBJECT TOOWNERS APPROVAL.12.COORDINATE LOCATION OF TEMPORARY CONSTRUCTION FENCE AND TEMPORARY STONESTAGING AREA WITH OWNER1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NOALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TOVERIFY EXISTING CONDITIONS,2.THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEYMARKERS AND RIGHT-OF-WAY MARKERS IN THE AREA OF CONSTRUCTION.3.ANY IRON PINS, MONUMENTS OR OTHER ITEMS DEFINING PROPERTY LINES WHICH AREDISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PROPERLY TIED ANDACCURATELY RESET BY A NYS LICENSED SURVEYOR UPON COMPLETION OF THE WORK.4.HORIZONTAL DATUM BASED OFF NAD83-NYC.5.VERTICAL BASED OFF LIDAR DATA, PROVIDED BY TOMPKINS COUNTY GIS. NGVD'88 US FT.6.PARCEL LINES AS SHOWN BY TOMPKINS COUNTY GIS DATABASE, FOR THE TOWN OF GROTON.1.THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF OSHA, AND ANY OTHERAGENCY HAVING JURISDICTION WITH REGARD TO SAFETY PRECAUTIONS WITHTRENCHING OPERATIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TOSUPPLEMENT REQUIREMENTS ESTABLISHED BY THESE AGENCIES. IN THE CASE OF ACONFLICT BETWEEN REQUIREMENTS OF OTHER JURISDICTIONAL AGENCIES AND THESEDOCUMENTS, THE MORE STRINGENT REQUIREMENT ON THE CONTRACTOR SHALL APPLY.2.SHEETING, IF REQUIRED DURING CONSTRUCTION, IS CONSIDERED TO BE PART OF THISCONTRACT AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER.3.ALL TRENCHES THROUGH PAVEMENT SHALL BE SAW CUT PRIOR TO EXCAVATION ANDAGAIN PRIOR TO PAVEMENT RESTORATION.4.CONTRACTOR SHALL ADJUST THE RIMS OF ALL MANHOLES, CATCH BASINS, VALVEBOXES AND OTHER UTILITY SITE STRUCTURES TO MEET FINISHED GRADE IN AREASREQUIRING REPAVING OR REGRADING AS PART OF THE WORK, INCLUDING THOSE THATMAY NOT BE SHOWN ON THE PLANS.5.VOIDS LEFT BY UTILITY OR STRUCTURE REMOVAL OR GRUBBING OPERATIONS SHALL BEBACKFILLED AND PROPERLY COMPACTED WITH STRUCTURAL FILL (NYSDOT ITEM 304.12)IN AREAS UNDER AND WITHIN 5 FEET HORIZONTALLY OF ALL STRUCTURES, BUILDINGSAND PAVEMENTS. IN GRASSED AREAS, VOIDS LEFT SHALL BE FILLED AND PROPERLYCOMPACTED WITH SUITABLE ON-SITE OR IMPORTED EARTHEN BACKFILL. ALLDISTURBED AREAS SHALL BE RESTORED.6.THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO PREVENT THE INTRODUCTIONOF GROUNDWATER INTO THE TRENCHES/EXCAVATIONS. PROVIDE ALL EQUIPMENTNECESSARY TO MAINTAIN THE GROUNDWATER LEVEL AS NECESSARY.7.THE CONTRACTOR SHALL PLACE AT MINIMUM 6 INCHES OF CLEANED SCREENEDTOPSOIL IN ALL DISTURBED AREAS PRIOR TO SEEDING1.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NEW YORKSTANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND LOCALGOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS ANDSTANDARDS. CONTRACTOR SHALL SUBMIT PROPOSED EROSION CONTROL PLANINCLUDING SEQUENCING OF WORK TO THE ENGINEER FOR REVIEW PRIOR TO START OFWORK.2.UTILIZE CONSTRUCTION METHODS/TECHNIQUES, WHICH WILL LIMIT THE EXPOSEDEARTHEN AREAS AND MINIMIZE THE EFFECT OF EARTH DISTURBANCE ACTIVITIES ON SOILEROSION. THE AREA OF DISTURBANCE SHALL BE LIMITED TO A MAXIMUM OF 5 ACRESUNLESS OTHERWISE APPROVED BY THE ENGINEER.3.ALL SEDIMENTATION BARRIERS AND OTHER TEMPORARY OR PERMANENT MEASURESSHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. PLANS SHOW THESUGGESTED MINIMUM MEASURES REQUIRED.4.REMOVAL OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURESSHALL BE COMPLETED AT THE APPROVAL OF THE OWNER AND ENGINEER. THE COST OFREMOVING THESE MEASURES SHALL ALSO BE INCLUDED IN THE BID PRICE.5.FOR THE DURATION OF THE PROJECT, THE CONTRACTOR SHALL PROTECT ALL ON-SITE,ADJACENT AND/OR DOWNSTREAM STORM/SANITARY SEWERS, AND/OR OTHER WATERCOURSES FROM CONTAMINATION BY WATER BORNE SILTS, SEDIMENTS, FUELS,SOLVENTS, LUBRICANTS OR OTHER POLLUTANTS ORIGINATING FROM ANY WORK DONEON, OR IN SUPPORT OF THIS PROJECT.6.DURING CONSTRUCTION NO WET OR FRESH CONCRETE OR LEACHATE SHALL BEALLOWED TO ESCAPE INTO STORM/SANITARY SEWERS, DITCHES OR OTHER WATERS OFNEW YORK STATE, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS OR OTHERDEVICES BE ALLOWED TO ENTER ANY STORM/SANITARY SEWERS, DITCHES, RIVERS, ORWATER COURSES.7.ALL EXCAVATED OR IMPORTED EARTHEN STOCKPILES SHALL BE SUITABLY STABILIZEDAND PROTECTED BY SILT FENCE SO THAT IT CANNOT REASONABLY ENTER ANY WATERBODY, OR STORM OR SANITARY SEWER.8.ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THEWORK FOR EROSION AND POLLUTION CONTROL SHALL BE SUBJECT TO APPROVAL OFTHE ENGINEER.9.THE CONTRACTOR SHALL BE REQUIRED TO TREAT TRAVELED AREAS TO CONTROL DUST.WATER SHALL BE APPLIED TO SUCH TRAVELED AREAS AS THE ARCHITECT/ENGINEER OROWNER'S DESIGNATED REPRESENTATIVE MAY DESIGNATE. THE NUMBER OFAPPLICATIONS AND THE AMOUNT OF WATER SHALL BE BASED UPON FIELD ANDWEATHER CONDITIONS.10.ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT WHICH WILL NOT BESUBJECT TO FURTHER EARTHWORK OR CONSTRUCTION ACTIVITIES SHALL BEPERMANENTLY SEEDED TO ESTABLISH GRASS, AND MULCHED WITH HAY OR STRAWWITHIN ONE WEEK OF FINAL DISTURBANCE. MULCH SHALL BE MAINTAINED UNTIL ASUITABLE VEGETATIVE COVER IS ESTABLISHED.11.CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BECOORDINATED WITH THE OWNER PRIOR TO START OF CONSTRUCTION. STABILIZEDCONSTRUCTION ENTRANCE(S), AS SHOWN ON THE PLANS SHALL BE PROVIDED. ALLDISTURBED AREAS SHALL BE RESTORED.12.ALL CATCH BASINS/DRAINAGE INLETS SHALL HAVE STONED INLET PROTECTION AROUNDTHEM AND GEOTEXTILE FABRIC OVER THE GRATE TO PREVENT SEDIMENTATION FROMENTERING THE STORM SYSTEM.13.TILL ALL COMPACTED SOILS LOCATED IN LAWN AREAS TO RESTORE THE ORIGINALPROPERTIES OF THE SOIL PRIOR TO SEEDING.GRADING NOTESEROSION AND SEDIMENT CONTROL NOTESGENERAL NOTESSURVEY NOTESDEMOLITION NOTESC001 GENERAL NOTES, LEGEND, AND DRAWING INDEXC101 EXISTING CONDITIONS PLANC201 SITE AND UTILITY PLANC401 GRADING AND EROSION CONTROL PLANC501 CONSTRUCTION DETAILSC502 CONSTRUCTION DETAILSC601 DECOMMISSIONING PLAN - PHASE IC602 DECOMMISSIONING PLAN - PHASE II1.WELL COMPACTED SUBGRADE SHALL BE UTILIZED UNDERNEATH CONSTRUCTION OFPAVEMENT AND CONCRETE BASES.2.ALL STAKEOUT FOR THE PROPOSED SITE IMPROVEMENTS SHALL BE COMPLETED BY ANEW YORK STATE LICENSED LAND SURVEYOR.3.IF ANY DISCREPANCIES ARE NOTED BETWEEN THESE CONSTRUCTION DOCUMENTS ANDINFORMATION PROVIDED OR AN ERROR IS SUSPECT, IT SHALL BE IMMEDIATELYREPORTED TO THE CONSTRUCTION MANAGER AND LABELLA ASSOCIATES PROJECTMANAGER IN WRITING.4.ANY PROOF-ROLLING OF EXPOSED SUBBASE BY A MINIMUM 10 TON SMOOTH DRUMROLLER SHALL BE DONE UNDER THE GUIDANCE OF, AND OBSERVED BY, QUALIFIEDENGINEERING PERSONNEL PRIOR TO PLACEMENT OF SUBBASE MATERIAL. THE ROLLERSHOULD BE OPERATED IN THE STATIC MODE AND COMPLETE AT LEAST TWO (2) PASSESOVER THE EXPOSED SUBGRADES.5.PARCEL LINES AS SHOWN BY TOMPKINS COUNTY GIS DATABASE, FOR THE TOWN OFGROTON.SITE NOTESLEGENDEXISTINGPROPOSEDDESCRIPTION(ELECTRIC) UTILITY POLEOVERHEAD ELECTRICMAJOR CONTOUR510UEUEUEUNDERGROUND ELECTRICFLOW DIRECTIONMINOR CONTOUR509TREE/VEGITATION LIMITFENCEBUILDINGPROPERTY LINESETBACK LINERIGHT-OF-WAYOEGRAVEL PATHSILT FENCE⅊⅊CONSTRUCTION FENCE REMOVE AND DISPOSEOF TREES AND STUMPSREMOVE AND DISPOSEOF TREES AND STUMPSNDRAWING NAME:It is a violation of New York Education LawArticle 145 Sec.7209, for any person, unlessacting under the direction of a licensed architect,professional engineer, or land surveyor, to alteran item in any way. If an item bearing the seal ofan architect, engineer, or land surveyor isaltered; the altering architect, engineer, or landsurveyor shall affix to the item their seal andnotation "altered by" followed by their signatureand date of such alteration, and a specificdescription of the alteration.DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:704 CORTLAND ROADTOWN OF GROTONABUNDANT SOLARPOWER (GROTON), LLC.700 WEST METRO PARKROCHESTER, NY 146232190750.01AUGUST 2019ISSUED FOR PRELIMINARY PLANSSRVRJS© 2018 LaBella AssociatesREVISIONSNO:DATE:DESCRIPTION:------Date & Time: 8/26/2019 1:15 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C100 - DEMO PLAN.dwg 300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.comC1011EXISTING CONDITIONS AND DEMOLITION PLANSCALE: 1"=80'C101EXISTING CONDITIONS ANDDEMOLITION PLAN 25'SETBACK (TYP.)25' SETBACK (TYP.)25'SETBACK (TYP.)NEW 20' WIDE GRAVELACCESS ROADWAYCONSTRUCTION STAGINGAREANEW 12' DOUBLE SWINGCHAIN LINK SECURITY GATENEW 8' AGRICULTURALFENCENEW 8' AGRICULTURALFENCENEW 8' AGRICULTURALFENCENEW 8' AGRICULTURALFENCE12' WIDE UNIMPROVEDACCESS ROAD12' WIDE UNIMPROVEDACCESS ROADPROPOSED SCREENING(TYP.)PROPOSED SCREENING(TYP.)LIMITS OF TREECLEARING (TYP.)LIMITS OF TREECLEARING (TYP.)LIMITS OF TREECLEARING (TYP.)LIMITS OF TREECLEARING (TYP.)30' FRONT SETBACK (TYP.) 30' FRONT SETBACK (TYP.) ±191' ±222'NEW MAIN SWITCH GEAR, TRANSFORMERPAD (REFER TO ELECTRIC DETAILS)UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE NEW MAIN SWITCH GEAR, TRANSFORMERPAD (REFER TO ELECTRIC DETAILS)NEW UNDERGROUND ELECTRICNEW UNDERGROUND ELECTRICNEW UTILITY POLE (TYP.)(AS REQUIRED BY UTILITY CO.)NEW OVERHEAD ELECTRIC (AS REQUIRED BY UTILITY CO.)NEW UTILITY CONNECTION POINTNDRAWING NAME:It is a violation of New York Education LawArticle 145 Sec.7209, for any person, unlessacting under the direction of a licensed architect,professional engineer, or land surveyor, to alteran item in any way. If an item bearing the seal ofan architect, engineer, or land surveyor isaltered; the altering architect, engineer, or landsurveyor shall affix to the item their seal andnotation "altered by" followed by their signatureand date of such alteration, and a specificdescription of the alteration.DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:704 CORTLAND ROADTOWN OF GROTONABUNDANT SOLARPOWER (GROTON), LLC.700 WEST METRO PARKROCHESTER, NY 146232190750.01AUGUST 2019ISSUED FOR PRELIMINARY PLANSSRVRJS© 2018 LaBella AssociatesREVISIONSNO:DATE:DESCRIPTION:------Date & Time: 8/26/2019 1:15 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C200 - SITE AND UTILITY PLAN.dwg 300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.comC2011SITE AND UTILITY PLANSCALE: 1"=80'C201SITE AND UTILITY PLANAPPLICANTPARCEL ADDRESS704 CORTLAND ROADGROTON, NY 13073TAX NUMBER20.-1-31.2PARCEL AREA46.17 ACRESPROJECT AREA34.77 ACRESNUMBER OFMODULES/TABLES19,176 MODULES1598 TABLESENERGY GENERATED (KwH)0.365 PER PANEL5.00 KW TOTAL (AC)OWNERABUNDANT SOLAR POWER INC.SUSTAINABLE INVESTMENTS LTD,C/O ABUNDANT SOLAR POWER INC.PROJECT DATAPARCEL INFORMATIONTOTAL SOLAR ARRAY INFORMATION INSTALL AND MAINTAINSILT SOCK (TYP.)INSTALL AND MAINTAINSILT SOCK (TYP.)INSTALL AND MAINTAINSILT SOCK (TYP.)NDRAWING NAME:It is a violation of New York Education LawArticle 145 Sec.7209, for any person, unlessacting under the direction of a licensed architect,professional engineer, or land surveyor, to alteran item in any way. If an item bearing the seal ofan architect, engineer, or land surveyor isaltered; the altering architect, engineer, or landsurveyor shall affix to the item their seal andnotation "altered by" followed by their signatureand date of such alteration, and a specificdescription of the alteration.DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:704 CORTLAND ROADTOWN OF GROTONABUNDANT SOLARPOWER (GROTON), LLC.700 WEST METRO PARKROCHESTER, NY 146232190750.01AUGUST 2019ISSUED FOR PRELIMINARY PLANSSRVRJS© 2018 LaBella AssociatesREVISIONSNO:DATE:DESCRIPTION:------Date & Time: 8/26/2019 1:15 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C400 - GRADING AND EROSION CONTROL.dwg 300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.comC4011GRADING AND EROSION CONTROL PLANSCALE: 1"=80'C401GRADING AND EROSIONCONTROL PLAN PLAN SECTION B-B BB STAPLE DETAIL NOTE: CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 50 FEET AWAY FROM OPEN CHANNELS, STORM DRAIN INLETS, SENSITIVE AREAS, WETLANDS, BUFFERS AND WATER COURSES AND AWAY FROM CONSTRUCTION TRAFFIC. 2.SIZE WASHOUT STRUCTURE FOR VOLUME NECESSARY TO CONTAIN WASH WATER AND SOLIDS AND MAINTAIN AT LEAST 4 INCHES OF FREEBOARD. TYPICAL DIMENSIONS ARE 10 FEET X 10 FEET X 3 FEET DEEP. 3.PREPARE SOIL BASE FREE OF ROCKS OR OTHER DEBRIS THAT MAY CAUSE TEARS OR HOLES IN THE LINER. FOR LINER, USE 10 MIL OR THICKER UV RESISTANT, IMPERMEABLE SHEETING, FREE OF HOLES AND TEARS OR OTHER DEFECTS THAT COMPROMISE IMPERMEABILITY OF THE MATERIAL. 4.PROVIDE A SIGN FOR THE WASHOUT IN CLOSE PROXIMITY TO THE FACILITY. 5.KEEP CONCRETE WASHOUT STRUCTURE WATER TIGHT. REPLACE IMPERMEABLE LINER IF DAMAGED (E.G., RIPPED OR PUNCTURED). EMPTY OR REPLACE WASHOUT STRUCTURE THAT IS 75 PERCENT FULL, AND DISPOSE OF ACCUMULATED MATERIAL PROPERLY. DO NOT REUSE PLASTIC LINER. WET-VACUUM STORED LIQUIDS THAT HAVE NOT EVAPORATED AND DISPOSE OF IN AN APPROVED MANNER. PRIOR TO FORECASTED RAINSTORMS, REMOVE LIQUIDS OR COVER STRUCTURE TO PREVENT OVERFLOWS. REMOVE HARDENED SOLIDS, WHOLE OR BROKEN UP, FOR DISPOSAL OR RECYCLING. MAINTAIN RUNOFF DIVERSION AROUND EXCAVATED WASHOUT STRUCTURE UNTIL STRUCTURE IS REMOVED.3' TYP.4"2" 10' TYP.10' TYP.1 8" DIA. STEEL WIRE CONCRETE WASHOUT AREA WITH STRAW BALES N.T.S.C501 3 STAPLES (2 PER BALE) IMPERMEABLE SHEETING STRAW BALE (TYP.) WOOD OR METAL STAKES (2 PER BALE) BINDING WIRE STRAW BALE (TYP.)IMPERMEABLE SHEETING STAKE (TYP.) COMPOST FILTER SOCK NYS STANDARD SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL FIGURE 5.02C501 1 STABILIZED CONSTRUCTION ACCESS C501 2 NYS STANDARD SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL FIGURE 2.01 16"AC 4"10" PLAN VIEW SECTION VIEW EQUIPMENT SKID NOTES:BD TOPSOIL AND SEED (TYP.) GRAVEL STOP 16" NYSDOT TYPE 2 CRUSHED GRAVEL MIRAFI 500X GEOTEXTILE SCARIFY SUB-GRADE NATIVE SOIL GRAVEL EXTENTS EXTENTS OF CONCRETE PAD EQUIPMENT SKID DIMENSIONS EQUIPMENT DIM. A (FT)DIM. B (FT)DIM. C (FT)DIM. D (FT) TRANSFORMER 8 10 8 10 MAIN SWITCH GEAR 14 16 14 16 1. ALL ELECTRICAL EQUIPMENT IS TO BE SITUATED ON A CONCRETE PAD AS SHOWN ON THE SITE PLANS. 2.CONCRETE STRENGTH: CLASS B CONCRETE. CONTRACTOR SHALL ALLOW 3 DAYS CURING TIME PRIOR TO INSTALLATION OF EQUIPMENT ON CONCRETE PAD. 3.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185, Fy=65,000 PSI, AND SHALL BE HOT-DIPPED GALVANIZED OR EPOXY COATED AFTER FABRICATION TO PRODUCE A CLASS 2 COATING EQUAL TO THAT SPECIFIED IN ASTM A641, TABLE 1. 4. ANCHOR BOLTS SHALL BE DRILLED AND SET IN FIELD AFTER INSTALLATION ON FOOTING AS PER MANUFACTURER'S SPECIFICATIONS. 5. LOCATION OF ALL ELECTRICAL EQUIPMENT AND CONCRETE PADS SHALL BE APPROVED BY THE OWNER PRIOR TO CONSTRUCTION. 6. COMPACTED STONE SHALL BE NYSDOT TYPE 2 CRUSHED GRAVEL OR APPROVED EQUAL BY THE ENGINEER OF RECORD. 7. ANCHOR BOLTS SHALL BE 1 2" DIA. HILTI HSE ADHESIVE ANCHOR RODS WITH 4-1/2" EMBEDMENT DEPTH OR APPROVED EQUAL. 8. REINFORCEMENT BARS SHALL CONFORM TO ASTM A615, GRADE 60. 9.VERIFY ALL DIMENSIONS WITH THOSE ON EQUIPMENT SKID SHOP DRAWINGS AND ADJUST ACCORDINGLY. LOCATE CHASES AND CONDUIT STUB-UPS PER EQUIPMENT SKID SHOP DRAWINGS. GRADE 60 REBAR CONCRETE PAD N.T.S.C501 4 8' AGRICULTURAL FENCE N.T.S.C501 6 FINISHED GRADE 10'-0" O.C. 12 GA. BLACK PVC-COATED GALVANIZED WELDED WIRE, 2" x 4" NOTES: 1.FENCE TO BE MANUFACTURED BY DEER BUSTERS OR APPROVED EQUAL. STEEL POST CAP (TYP.) FENCE POST DRIVEN INTO GROUND (TYP.) 1-5/8" DIA. GALVANIZED STEEL POST 17 GAUGE. EMBED INTO GROUND ACCORDING TO MANUFACTURER'S RECOMMENDATIONS TYPE C CONCRETE FOOTING (TYP.) CENTER GATE STOP AND DROP ROD STRETCHER BARS 1 5 8" ROUND TUBULAR GALVANIZED FRAMING 3" GATE POST 12'-0" 12"2"12"8'-0"HINGE 4'-0"4'-0"3" MAX.LOCK EYE AND PAD LOCK 2"3" GATE POST 9 GAUGE CHAIN LINK FABRIC SECTION VIEWFRONT VIEW 12' CHAIN LINK SECURITY SWING GATE N.T.S.C501 5 9 GAUGE CHAIN LINK FABRIC GROTON PHOTOVOLTAIC PLANT L160 T3 R1 5 MW - COMMISSIONED ON [DATE] CONTACT PHONE NUMBER: (416) 494-9559 OWNER/OPERATOR:AERIAL SITE PHOTOGRAPH: REFER TO TEMPORARY AND PERMANENT SIGNAGE DETAIL C501 CONSTRUCTION DETAILS DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: 704 CORTLAND ROAD TOWN OF GROTON ABUNDANT SOLAR POWER (GROTON), LLC. 700 WEST METRO PARK ROCHESTER, NY 14623 2190750.01 AUGUST 2019 ISSUED FOR PRELIMINARY PLANS SRV RJS © 2018 LaBella Associates REVISIONS NO:DATE:DESCRIPTION: ------Date & Time: 8/26/2019 1:24 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C500 CONSTRUCTION DETAILS.dwg300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com 24"60°3"AS PER A.A.N. STANDARDS NOTES: 1) STAKING: FOR ALL TREES 4" CALIPER OR LESS. REMOVE STAKES ONE YEAR AFTER PLANTING. 2) USE 8' STAKES DRIVE 4' BELOW GROUND SURFACE. 3) GUYING: FOR ALL EVERGREEN TREES AND ALL TREES TALLER THAN 12'. USE SAME WIRE AS FOR STAKING. USE THREE PER TREE, EQUALLY SPACED. DO NOT TWIST WIRE TO TIGHTEN: USE 1/2"X6" TURNBUCKLE. 4) ROOT COLLAR TO BE SLIGHLY BELOW SURROUNDING GRADE. 5) MULCH CAN NOT BE MORE THAN 1" THICK AT ROOT COLLAR EXTENDING OUT AT LEAST 6" FROM THE BARK, THEN IT CAN BE THICKENED. 6) MULCH IS TO BE PLACED 3 TO 6 INCHES AWAY FROM THE TRUNK. 7) KRAFT WRAP PAPER SHALL NOT BE PERMITTED FOR RODENT GUARD. SET TRUNK PLUM, LEAN SLIGHTLY INTO PREVAILING 3" POLYPROPYLENE STRAP OR GARDEN HOSE NO. 12 GALV. PLIABLE STEEL WIRE (TWIST TO TIGHTEN)(ALLOW FOR SOME SWAY) - 2 STRANDS 2"X2" STAKE (THREE SIDED) 3" DEPRESSION OPTION FOR AREAS WITH GOOD DRAINAGE UNDISTURBED EARTH GUYING: FOR ALL TREES LARGER THAN 4" CALIPER RODENT GUARD FLAGGING WEED BARRIER EARTH SAUCER FINISH GRADE 2"X4"X48" WOOD STAKES: NOTCHED LOAMY TOPSOIL MIXTURE: 4 PARTS TOPSOIL, 1 PART ALL-GRO COMPOST MIX SUMPED TREE PLANTING DETAIL N.T.S.C502 2 GROTON PHOTOVOLTAIC PLANT 52.00-3-11.111 2 MW - COMMISSIONED ON [DATE] CONTACT PHONE NUMBER: (416) 494-9559 OWNER/OPERATOR:AERIAL SITE PHOTOGRAPH:2.00'4.00' GROTON PHOTOVOLTAIC PLANT 52.00-3-11.111 MATERIAL DELIVERY ENTRANCE - CHECK IN WITH CONSTRUCTION MANAGER/SUPERINTENDENT CONTACT PHONE NUMBER: (416) 494-9559 OWNER/OPERATOR:GENERAL CONTRACTOR:2.00'4.00' PERMANENT SIGNAGE TEMPORARY SIGNAGE TEMPORARY AND PERMANENT SIGNAGE N.T.S.C502 4TYPICAL SITE LAYOUT N.T.S.C502 1 VARIES (REFER TO PLANS)VARIES (REFER TO PLAN) PROPOSED FENCE LINE PROPOSED FENCE LINE TABLE LENGTH VARIES(REFER TO PLAN)14.67'14.67'2.5'60°5.55'8.12'EXISTING GROUND MOTOR POST (TYP.) TYPICAL SOLAR MODULE DETAIL N.T.S.C502 3 0.06' 3.248'6.415'3.083'3.857'5.497'FRONT VIEW BACK VIEW 0.03' X 0.03' DRAINAGE HOLES (TYP.) GROUND HOLES MOUNTING SLOTS (TYP.) MOUNTING SLOTS (TYP.) JUNCTION BOX 0.03' X 0.03' DRAINAGE HOLES (TYP.) 0.03' X 0.03' DRAINAGE HOLES (TYP.)0'-6" MIN.NOTES: 1.PERMANENT SIGNAGE TO BE INSTALLED ON GATE AFTER ARRAY HAS BEEN COMMISSIONED. 2.TEMPORARY SIGNAGE TO BE INSTALLED ALONG GRAVEL DRIVE PRIOR TO CONSTRUCTION. 3.TEMPORARY SIGNAGE TO BE REMOVED AFTER ARRAY HAS BEEN COMMISSIONED AND BEFORE PERMANENT SIGNAGE IS INSTALLED. C502 CONSTRUCTION DETAILS DRAWING NAME: It is a violation of New York Education Law Article 145 Sec.7209, for any person, unless acting under the direction of a licensed architect, professional engineer, or land surveyor, to alter an item in any way. If an item bearing the seal of an architect, engineer, or land surveyor is altered; the altering architect, engineer, or land surveyor shall affix to the item their seal and notation "altered by" followed by their signature and date of such alteration, and a specific description of the alteration. DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: 704 CORTLAND ROAD TOWN OF GROTON ABUNDANT SOLAR POWER (GROTON), LLC. 700 WEST METRO PARK ROCHESTER, NY 14623 2190750.01 AUGUST 2019 ISSUED FOR PRELIMINARY PLANS SRV RJS © 2018 LaBella Associates REVISIONS NO:DATE:DESCRIPTION: ------Date & Time: 8/26/2019 1:16 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C500 CONSTRUCTION DETAILS.dwg300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UEUEUEUEUEUEUEUEUEUEUEUEUEUEUEUE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE DISCONNECT, REMOVE, ANDSALVAGE SOLAR MODULES (TYP.)DISCONNECT, REMOVE, ANDDISPOSE OF SOLAR TABLEFOUNDATIONS AS DIRECTED BYOWNER (TYP.)REMOVE AND DISPOSE OF DOUBLESWING CHAIN LINK SECURITY GATELANDSCAPING TOREMAIN (TYP.)DISCONNECT UNDERGROUNDELECTRIC CONNECTIONDISCONNECT UNDERGROUNDELECTRIC CONNECTIONLANDSCAPING TOREMAIN (TYP.)DISCONNECT, REMOVE, ANDDISPOSE OF SOLAR TABLEFOUNDATIONS AS DIRECTED BYOWNER (TYP.)DISCONNECT, REMOVE, ANDSALVAGE SOLAR MODULES (TYP.)REMOVE AND DISPOSE OF 8' HIGHAGRICULTURAL FENCEREMOVE AND DISPOSE OF 8' HIGHAGRICULTURAL FENCEREMOVE AND DISPOSE OF 8' HIGHAGRICULTURAL FENCEREMOVE AND DISPOSEOF 8' HIGHAGRICULTURAL FENCEREMOVE AND DISPOSE OF MAINSWITCH GEAR AND TRANSFORMERPAD (SEE ELECTRICAL DETAILS)REMOVE AND DISPOSE OF MAINSWITCH GEAR AND TRANSFORMERPAD (SEE ELECTRICAL DETAILS)DISCONNECT UNDERGROUNDELECTRIC CONNECTIONDISCONNECT UNDERGROUNDELECTRIC CONNECTIONNDRAWING NAME:It is a violation of New York Education LawArticle 145 Sec.7209, for any person, unlessacting under the direction of a licensed architect,professional engineer, or land surveyor, to alteran item in any way. If an item bearing the seal ofan architect, engineer, or land surveyor isaltered; the altering architect, engineer, or landsurveyor shall affix to the item their seal andnotation "altered by" followed by their signatureand date of such alteration, and a specificdescription of the alteration.DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:704 CORTLAND ROADTOWN OF GROTONABUNDANT SOLARPOWER (GROTON), LLC.700 WEST METRO PARKROCHESTER, NY 146232190750.01AUGUST 2019ISSUED FOR PRELIMINARY PLANSSRVRJS© 2018 LaBella AssociatesREVISIONSNO:DATE:DESCRIPTION:------Date & Time: 8/26/2019 1:16 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C600 - DECOMISSIONING PLAN.dwg 300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.comC6011DECOMMISSIONING PLAN PHASE ISCALE: 1"=80'C601DECOMMISSIONINGPLAN PHASE I SEE NOTESSEE NOTESNDRAWING NAME:It is a violation of New York Education LawArticle 145 Sec.7209, for any person, unlessacting under the direction of a licensed architect,professional engineer, or land surveyor, to alteran item in any way. If an item bearing the seal ofan architect, engineer, or land surveyor isaltered; the altering architect, engineer, or landsurveyor shall affix to the item their seal andnotation "altered by" followed by their signatureand date of such alteration, and a specificdescription of the alteration.DRAWING NUMBER:DATE:ISSUED FOR:DRAWN BY:REVIEWED BY:PROJECT NUMBER:704 CORTLAND ROADTOWN OF GROTONABUNDANT SOLARPOWER (GROTON), LLC.700 WEST METRO PARKROCHESTER, NY 146232190750.01AUGUST 2019ISSUED FOR PRELIMINARY PLANSSRVRJS© 2018 LaBella AssociatesREVISIONSNO:DATE:DESCRIPTION:------Date & Time: 8/26/2019 1:16 PM By: 2Path: I:\Abundant Solar Power\2190750 - 2019 Master Proposal\2190750.01 - Town of Groton\Drawings\Civil\C600 - DECOMISSIONING PLAN.dwg 300 State Street, Suite 201Rochester, NY 14614585-454-6110labellapc.comC6021DECOMMISSIONING PLAN PHASE IISCALE: 1"=80'C602DECOMMISSIONINGPLAN PHASE IINOTES:1.THE APPLICANT IS RESPONSIBLE FOR EXECUTING THE DECOMMISSIONING PLAN2.REMOVE AND DISPOSE OF ALL UNDERGROUND ELECTRICAL3.RESTORE AND RESEED ALL DISTURBED AREA WITH LOW GROWTH POLLINATORSEED MIX