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HomeMy WebLinkAbout20. Bomber Heights Solar-Civil Planset 2.0BO M B E R H E I G H T S S O L A R , L L C TR O Y R O A D I T H A C A , N Y 1 4 8 5 0 NE X A M P PR O J E C T N O : 2 2 4 0 6 6 5 IS S U E D F O R R E V I E W JU L Y 2 0 2 6 101 SUMMER STREET, 2ND FLOOR BOSTON, MA 02110 PROJECT NO: 2240665 DECEMBER 2025 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 LOCATION MAP N.T.S. BOMBER HEIGHTS SOLAR, LLC 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com PROJECT LOCATION DRAWING INDEX C001 COVER SHEET C002 GENERAL NOTES, LEGEND, & DRAWING INDEX C100 EXISTING CONDITIONS & DEMOLITION PLAN C101 EXISTING CONDITIONS & DEMOLITION PLAN C200 OVERALL SITE PLAN C201 SITE PLAN C202 SITE PLAN C203 TURNING MOVEMENTS C401 GRADING & EROSION CONTROL PLAN C402 GRADING & EROSION CONTROL PLAN C403 ROAD PROFILE C404 ROAD PROFILE C405 SITE SLOPE HEAT MAP C406 SITE SLOPE HEAT MAP C407 PHASING PLAN C501 CONSTRUCTION DETAILS C502 CONSTRUCTION DETAILS C503 CONSTRUCTION DETAILS C504 CONSTRUCTION DETAILS L100 LANDSCAPING PLAN L101 LANDSCAPING PLAN L102 LANDSCAPING PLAN C001 GENERAL NOTES, LEGEND, & DRAWING INDEX LEGEND 1.THE CONTRACTOR ALONE SHALL BE RESPONSIBLE TO LOCATE UTILITIES OUTSIDE THE RIGHT-OF-WAY INCLUDING PRIVATE ROADS. 2.SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SUPPLYING ALL MATERIALS, TOOLS AND EQUIPMENT, INCLUDING SPECIAL CUTTING DEVICES, NECESSARY TO PERFORM THE WORK CONTAINED IN THIS CONTRACT. 4.THE SIZES AND MATERIAL OF CONSTRUCTION OF WATER MAINS, SANITARY SEWERS AND STORM SEWERS TO REMAIN ARE REPUTED. THE CONTRACTOR SHALL VERIFY SIZES OF ALL UTILITIES WHERE CONNECTIONS TO SAID EXISTING UTILITIES ARE REQUIRED. EXCAVATION TO VERIFY THESE UTILITIES SHALL BE MADE AT NO ADDITIONAL COST TO THE OWNER. 5.THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE AMENITIES NOT DESIGNATED FOR REMOVAL. 6.UNLESS OTHERWISE INDICATED ON THE PLANS OR DIRECTED BY THE ARCHITECT/ENGINEER, THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING AND PROTECTING FROM DAMAGE ALL TREES, SHRUBS AND PLANTS IN THE VICINITY OF THE PROPOSED WORK. 7.THE CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED TO REMAIN FOR THE DURATION OF THE CONTRACT. 8.ANY SITE AMENITY, UTILITY, STREET APPURTENANCE, OR OTHER ITEM WHICH BECOMES DAMAGED AS A RESULT OF THE CONTRACTOR'S OPERATIONS SHALL BE REPAIRED OR REPLACED IN-KIND BY THE CONTRACTOR AS DETERMINED BY THE PROJECT MANAGER OR ARCHITECT/ENGINEER AND AT NO ADDITIONAL COST TO THE OWNER. 9.APPROVAL BY THE MS4 (TOWN OF ITHACA) IS REQUIRED PRIOR TO NOI AND NOT SUBMISSIONS TO THE DEC. THE TOWN OF ITHACA IS AN "MS4 ADDITIONALLY DESIGNATED AREA''. 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS AND DIMENSIONS. 2.PRIOR TO THE START OF CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY DIG SAFE NEW YORK AT 811 TO REQUEST UTILITY STAKEOUT OF ALL PUBLIC UTILITIES. 3.WORK ASSOCIATED WITH THIS CONTRACT WILL OCCUR AT AN ACTIVE AND FUNCTIONAL FACILITY. CONTRACTOR SHALL COORDINATE WITH THE OWNER TO MINIMIZE DISRUPTION TO THE OPERATIONS OF THE FACILITY. CONTRACTOR SHALL BE SOLELY RESPONSIBLE TO PROVIDE A SAFE WORK SITE AND TO PROTECT THE PUBLIC, VISITORS AND EMPLOYEES FROM HARM AS A RESULT OF HIS CONSTRUCTION ACTIVITIES. 4.THE HORIZONTAL AND VERTICAL LOCATION OF ALL EXISTING ABOVE GROUND AND BELOW GROUND UTILITIES, STRUCTURES, AND APPURTENANCES SHOWN ON THE PLANS ARE APPROXIMATE AND ARE NOT GUARANTEED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR DETERMINING THE EXACT HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES, STRUCTURES, AND APPURTENANCES IN THE PATH OF AND ADJACENT TO THE PROPOSED WORK. 5.SITE DRAINAGE, INCLUDING THE PROJECT SITE AND ADJACENT PRIVATE AND PUBLIC ROADWAYS, DRIVES, PARKING AREAS OR PROPERTIES SHALL BE MAINTAINED THROUGHOUT THE CONSTRUCTION PERIOD. 6.CONTRACTOR SHALL PROTECT AND SUPPORT ALL EXISTING UTILITIES DESIGNATED TO REMAIN FOR THE DURATION OF THE CONTRACT. 7.THE CONTRACTOR SHALL NOTIFY THE LOCAL GOVERNMENT, LOCAL FIRE DEPARTMENT AND THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) AS NECESSARY AND SHALL OBTAIN ANY REQUIRED PERMITS PRIOR TO BEGINNING WORK. COPIES OF ANY REQUIRED PERMITS SHALL BE PROVIDED TO THE OWNER PRIOR TO BEGINNING THE WORK. 8.CONTRACTOR SHALL REMOVE FROM SITE, MATERIALS NOT INDICATED TO BE SALVAGED INCLUDING ALL DEBRIS. ALL REMOVED MATERIALS SHALL BECOME THE PROPERTY OF CONTRACTOR WHO SHALL LEGALLY DISPOSE OF SAME. 9.ALL TREES, SHRUBS AND PLANTS DESIGNATED TO REMAIN AND DISTURBED BY CONSTRUCTION OPERATIONS, SHALL BE REPLACED IN-KIND AS DIRECTED BY THE ARCHITECT/ENGINEER AND/OR OWNER'S DESIGNATED REPRESENTATIVE AT NO ADDITIONAL COST TO THE OWNER. 10.THE CONTRACTOR SHALL MAINTAIN SAFE VEHICULAR AND PEDESTRIAN ACCESS TO THE EXISTING BUILDINGS FOR THE DURATION OF THE CONTRACT. 11.WHEN EXISTING CONSTRUCTION WHICH IS TO REMAIN IS DAMAGED DURING THE COURSE OF CONSTRUCTION AS A RESULT OF CONTRACTORS WORK, IT SHALL BE REPAIRED 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 TO OWNERS APPROVAL. 12.COORDINATE LOCATION OF TEMPORARY CONSTRUCTION FENCE AND TEMPORARY STONE STAGING AREA WITH OWNER 1.CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID. NO ALLOWANCE WILL BE MADE FOR ADDITIONAL COSTS DUE TO CONTRACTOR'S FAILURE TO VERIFY EXISTING CONDITIONS. 2.THE CONTRACTOR SHALL LOCATE, MARK, SAFEGUARD AND PRESERVE ALL SURVEY MARKERS AND RIGHT-OF-WAY MARKERS IN THE AREA OF CONSTRUCTION. 3.ANY IRON PINS, MONUMENTS OR OTHER ITEMS DEFINING PROPERTY LINES WHICH ARE DISTURBED BY CONSTRUCTION OPERATIONS SHALL BE PROPERLY TIED AND ACCURATELY RESET BY A NYS LICENSED SURVEYOR UPON COMPLETION OF THE WORK. 4.HORIZONTAL DATUM BASED OFF NAD83 (2011) UTILIZING GNSS OBSERVATIONS ON THE NYSDOT RTN NETWORK, GEOID 18. . 5.VERTICAL BASED OFF OF NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88). 6.SURVEY INFORMATION PROVIDED BY LABELLA ASSOCIATES DATED JULY 2024. INFORMATION WAS COMPILED FROM A FIELD SURVEY COMPLETED BY LABELLA ASSOCIATES ON JANUARY 29-31, FEBRUARY 1, AND FEBRUARY 6-9, 2024. 1.CONTRACTOR SHALL COORDINATE ANY STORM SEWER REPLACEMENT WITH THE NYSDOT AND THE TOWN OF ITHACA. 2.CONTRACTOR SHALL COORDINATE INSTALLATION OF ELECTRIC SERVICE LINES WITH NYSEG. 1.THE CONTRACTOR SHALL CONFORM TO THE REQUIREMENTS OF OSHA, AND ANY OTHER AGENCY HAVING JURISDICTION WITH REGARD TO SAFETY PRECAUTIONS WITH TRENCHING OPERATIONS. THE REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO SUPPLEMENT REQUIREMENTS ESTABLISHED BY THESE AGENCIES. IN THE CASE OF A CONFLICT BETWEEN REQUIREMENTS OF OTHER JURISDICTIONAL AGENCIES AND THESE DOCUMENTS, THE MORE STRINGENT REQUIREMENT ON THE CONTRACTOR SHALL APPLY. 2.SHEETING, IF REQUIRED DURING CONSTRUCTION, IS CONSIDERED TO BE PART OF THIS CONTRACT AND SHALL BE PROVIDED AT NO ADDITIONAL COST TO THE OWNER. 3.ALL TRENCHES THROUGH PAVEMENT SHALL BE SAW CUT PRIOR TO EXCAVATION AND AGAIN PRIOR TO PAVEMENT RESTORATION. 4.CONTRACTOR SHALL ADJUST THE RIMS OF ALL MANHOLES, CATCH BASINS, VALVE BOXES AND OTHER UTILITY SITE STRUCTURES TO MEET FINISHED GRADE IN AREAS REQUIRING REPAVING OR REGRADING AS PART OF THE WORK, INCLUDING THOSE THAT MAY NOT BE SHOWN ON THE PLANS. 5.VOIDS LEFT BY UTILITY OR STRUCTURE REMOVAL OR GRUBBING OPERATIONS SHALL BE BACKFILLED AND PROPERLY COMPACTED WITH STRUCTURAL FILL (NYSDOT ITEM 304.12) IN AREAS UNDER AND WITHIN 5 FEET HORIZONTALLY OF ALL STRUCTURES, BUILDINGS AND PAVEMENTS. IN GRASSED AREAS, VOIDS LEFT SHALL BE FILLED AND PROPERLY COMPACTED WITH SUITABLE ON-SITE OR IMPORTED EARTHEN BACKFILL. ALL DISTURBED AREAS SHALL BE RESTORED. 6.THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO PREVENT THE INTRODUCTION OF GROUNDWATER INTO THE TRENCHES/EXCAVATIONS. PROVIDE ALL EQUIPMENT NECESSARY TO MAINTAIN THE GROUNDWATER LEVEL AS NECESSARY. 7.THE CONTRACTOR SHALL PLACE AT MINIMUM 6 INCHES OF CLEANED SCREENED TOPSOIL IN ALL DISTURBED AREAS PRIOR TO SEEDING. 1.ALL EROSION CONTROL MEASURES SHALL BE IN ACCORDANCE WITH NEW YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL, AND LOCAL GOVERNING SOIL AND WATER CONSERVATION AGENCY RECOMMENDATIONS AND STANDARDS. CONTRACTOR SHALL SUBMIT PROPOSED EROSION CONTROL PLAN INCLUDING SEQUENCING OF WORK TO THE ENGINEER FOR REVIEW PRIOR TO START OF WORK. 2.UTILIZE CONSTRUCTION METHODS/TECHNIQUES, WHICH WILL LIMIT THE EXPOSED EARTHEN AREAS AND MINIMIZE THE EFFECT OF EARTH DISTURBANCE ACTIVITIES ON SOIL EROSION. THE AREA OF DISTURBANCE SHALL BE LIMITED TO A MAXIMUM OF 5 ACRES UNLESS OTHERWISE APPROVED BY THE ENGINEER AND THE DEC. 3.ALL SEDIMENTATION BARRIERS AND OTHER TEMPORARY OR PERMANENT MEASURES SHALL BE IN PLACE PRIOR TO THE START OF CONSTRUCTION. PLANS SHOW THE SUGGESTED MINIMUM MEASURES REQUIRED. 4.REMOVAL OF ALL TEMPORARY EROSION AND SEDIMENTATION CONTROL MEASURES SHALL BE COMPLETED AT THE APPROVAL OF THE OWNER AND ENGINEER. THE COST OF REMOVING 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 WATER COURSES FROM CONTAMINATION BY WATER BORNE SILTS, SEDIMENTS, FUELS, SOLVENTS, LUBRICANTS OR OTHER POLLUTANTS ORIGINATING FROM ANY WORK DONE ON, OR IN SUPPORT OF THIS PROJECT. 6.DURING CONSTRUCTION NO WET OR FRESH CONCRETE OR LEACHATE SHALL BE ALLOWED TO ESCAPE INTO STORM/SANITARY SEWERS, DITCHES OR OTHER WATERS OF NEW YORK STATE, NOR SHALL WASHINGS FROM CONCRETE TRUCKS, MIXERS OR OTHER DEVICES BE ALLOWED TO ENTER ANY STORM/SANITARY SEWERS, DITCHES, RIVERS, OR WATER COURSES. 7.ALL EXCAVATED OR IMPORTED EARTHEN STOCKPILES SHALL BE SUITABLY STABILIZED AND PROTECTED BY SILT FENCE SO THAT IT CANNOT REASONABLY ENTER ANY WATER BODY, OR STORM OR SANITARY SEWER. 8.ALL METHODS AND EQUIPMENT PROPOSED BY THE CONTRACTOR TO ACCOMPLISH THE WORK FOR EROSION AND POLLUTION CONTROL SHALL BE SUBJECT TO APPROVAL OF THE 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 OR OWNER'S DESIGNATED REPRESENTATIVE MAY DESIGNATE. THE NUMBER OF APPLICATIONS AND THE AMOUNT OF WATER SHALL BE BASED UPON FIELD AND WEATHER CONDITIONS. 10.ALL AREAS OF SOIL DISTURBANCE RESULTING FROM THIS PROJECT WHICH WILL NOT BE SUBJECT TO FURTHER EARTHWORK OR CONSTRUCTION ACTIVITIES SHALL BE PERMANENTLY SEEDED TO ESTABLISH GRASS, AND MULCHED WITH HAY OR STRAW WITHIN ONE WEEK OF FINAL DISTURBANCE. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE VEGETATIVE COVER IS ESTABLISHED. 11.CONTRACTOR STAGING AREAS AND CONSTRUCTION ENTRANCE LOCATIONS SHALL BE COORDINATED WITH THE OWNER PRIOR TO START OF CONSTRUCTION. STABILIZED CONSTRUCTION ENTRANCE(S), AS SHOWN ON THE PLANS SHALL BE PROVIDED. ALL DISTURBED AREAS SHALL BE RESTORED. 12.ALL CATCH BASINS/DRAINAGE INLETS SHALL HAVE STONED INLET PROTECTION AROUND THEM AND GEOTEXTILE FABRIC OVER THE GRATE TO PREVENT SEDIMENTATION FROM ENTERING THE STORM SYSTEM. 13.TILL ALL COMPACTED SOILS LOCATED IN LAWN AREAS TO RESTORE THE ORIGINAL PROPERTIES OF THE SOIL PRIOR TO SEEDING. 14.THE NYS DEC BLUE BOOK REQUIRES A MULCH APPLICATION RATE OF 2 TONS/ACRE AND A SEED APPLICATION RATE OF 200 LBS/ACRE. 15.IF STRAW MULCH ALONE IS USED FOR WINTER STABILIZATION, THE APPLICATION RATE SHALL BE 4 TONS PER ACRE. OTHER MANUFACTURED MULCHES SHALL BE APPLIED AT DOUBLE THE MANUFACTURER'S RECOMMENDED RATE. 16.WINTER STABILIZATION APPLIES TO ALL CONSTRUCTION ACTIVITIES INVOLVED WITH ONGOING LAND DISTURBANCE AND EXPOSURE BETWEEN NOVEMBER 15TH TO THE FOLLOWING APRIL 1ST. IN AREAS WHERE SOIL DISTURBANCE ACTIVITY HAS TEMPORARILY OR PERMANENTLY CEASED, THE APPLICATION OF SOIL STABILIZATION MEASURES SHOULD BE INITIATED BY THE END OF THE NEXT BUSINESS DAY AND COMPLETED WITHIN THREE BUSINESS DAYS. UTILITY NOTES GRADING NOTES EROSION AND SEDIMENT CONTROL NOTES GENERAL NOTES SURVEY NOTES DEMOLITION NOTES EXISTING PROPOSED DESCRIPTION PROJECT BENCHMARK / CONTROL POINTS UTILITY REMOVAL FENCE REMOVAL SAWCUT TREE PROTECTION OBJECT REMOVAL X X X X WETLAND WETLAND BUFFER OBJECT REMOVAL BORING LOCATIONS TREE/VEGETATION LIMIT CHAIN LINK FENCE BUILDING/STRUCTURE PROPERTY LINE SETBACK LINE EASEMENTS RIGHT-OF-WAY PE ORNAMENTAL FENCE BOARD-ON-BOARD FENCE GUIDE RAIL BLDG ⅊⅊ RETAINING WALL SIGN BOLLARD DECIDUOUS TREE CONIFEROUS TREE FLAG POLE UTILITY POLE WITH LIGHT HYDRANT VALVE CATCH BASIN CLEAN OUT DOWN SPOUTDS INLET MANHOLE END SECTION MANHOLE (SOLID COVER) LIGHT POLE DOUBLE LIGHT POLE TRIPLE LIGHT POLE QUAD CO INLET DRYWELL DRAIN BASIN HANDHOLEHH E UTILITY POLE FLOW ARROW MANHOLE SAMPLING TAP ST UD UD UD STORM LINE WATER LINE OVERHEAD ELECTRIC STORM UNDERDRAIN PIPE UE UE W UNDERGROUND ELECTRIC CATV COMMUNICATIONS CTV CTV G GAS LINE POWER LINEP SIGNAL LINESIG SANITARY LINESA T T TELEPHONE LINE WATER FIRE SERVICE LINEFS SANITARY FORCEMAINFMFM FIBER OPTICSFOFO COMBINED SANITARY AND STORMST-SA FUEL LINES (DIESEL/UNLEADED) MAJOR CONTOUR510 MINOR CONTOUR ℄ OF DRAINAGE SWALE EROSION FENCE SILT SOCK INLET PROTECTION SILT FENCE INLET PROTECTION CHECK DAM 509 FLOW/SLOPE DIRECTION STABILIZED CONSTRUCTION ENTRANCE BIORETENTION OUTLET PROTECTION LIGHT POLE SINGLE BOLLARD LIGHT POLE TREE STUMP OBJECT REMOVAL R.O.W. EXISTING PROPOSED DESCRIPTION 1.WELL COMPACTED SUBGRADE SHALL BE UTILIZED UNDERNEATH CONSTRUCTION OF PAVEMENT AND CONCRETE BASES. 2.ALL STAKEOUT FOR THE PROPOSED SITE IMPROVEMENTS SHALL BE COMPLETED BY A NEW YORK STATE LICENSED LAND SURVEYOR. 3.IF ANY DISCREPANCIES ARE NOTED BETWEEN THESE CONSTRUCTION DOCUMENTS AND INFORMATION PROVIDED OR AN ERROR IS SUSPECT, IT SHALL BE IMMEDIATELY REPORTED TO THE CONSTRUCTION MANAGER AND LABELLA ASSOCIATES PROJECT MANAGER IN WRITING. 4.ANY PROOF-ROLLING OF EXPOSED SUBBASE BY A MINIMUM 10 TON SMOOTH DRUM ROLLER SHALL BE DONE UNDER THE GUIDANCE OF, AND OBSERVED BY, QUALIFIED ENGINEERING PERSONNEL PRIOR TO PLACEMENT OF SUBBASE MATERIAL. THE ROLLER SHOULD BE OPERATED IN THE STATIC MODE AND COMPLETE AT LEAST TWO (2) PASSES OVER THE EXPOSED SUBGRADES. 5.EXISTING WETLANDS DELINEATED BY GZA GEOENVIRONMENTAL, INC. ON OCTOBER 2023, MARCH AND MAY 2026. 6.ADJOINING PARCEL LINES ARE SHOWN FOR REFERENCE ONLY FROM TOMPKINS COUNTY GIS DATABASE, FOR THE TOWN OF ITHACA. SITE NOTES C C D S D Y DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS SCHEDULE OF CONSTRUCTION ACTIVITIES 1.SCHEDULE A PRE-CONSTRUCTION MEETING WITH TOWN OFFICIALS, OWNER, EMERGENCY SERVICES, UTILITY & OTHER AGENCIES IN ATTENDANCE. 2.SUBMIT EROSION CONTROL MEASURES AND SEQUENCING FOR REVIEW AND APPROVAL BY THE QUALIFIED INSPECTOR. 3.STAKEOUT AND FLAG THE LIMITS OF ON-SITE WETLANDS, IF APPLICABLE. 4.INSTALL STABILIZED CONSTRUCTION ENTRANCE. 5.INSTALL PERIMETER SEDIMENT CONTROLS, SUCH AS SEDIMENT COMPOST FILTER SOCK. 6.INSTALL TEMPORARY CONSTRUCTION MEASURE SUCH AS CONSTRUCTION ROAD, LAYDOWN AREA, CONSTRUCTION AREA, DESIGNATED TOPSOIL STOCKPILE AREA, STAGING AREA FENCING, ETC. 7.PROTECT EXISTING VEGETATION AND OTHER ENVIRONMENTAL FEATURES TO BE PRESERVED WITH ORANGE CONSTRUCTION FENCE OR TREE PROTECTION. 8.CLEAR AND GRUB BRUSH, SHRUBS, AND OTHER DEBRIS WITHIN DESIGNATED AREAS. 9.INSPECT, CLEAN, AND MAINTAIN EROSION CONTROL MEASURES AS NECESSARY AND AS ORDERED BY THE QUALIFIED INSPECTOR. SWEEP PUBLIC OR PRIVATE ROADWAYS, DRIVES AND PARKING AREAS AS NECESSARY TO MAINTAIN CLEAN FROM DEBRIS. RELOCATED AND RESET EROSION CONTROL MEASURES AND CONSTRUCTION FENCING AS REQUIRED TO COMPLETE WORK. ALL APPROPRIATE EROSION AND SEDIMENT CONTROL MEASURES SHALL BE IN PLACE AND FUNCTIONAL BEFORE COMMENCEMENT OF CONSTRUCTION OF ANY SEGMENT OF THE PROJECT THAT REQUIRES SUCH MEASURES. 10.STABILIZE DISTURBED AREAS AND STOCKPILES WITHIN 14 DAYS OF LAST CONSTRUCTION ACTIVITY IN EACH AREA. (7 DAYS IF GREATER THAN 5 ACRES DISTURBED). 11.INSTALL UTILITIES. EXCESS MATERIALS NOT BACKFILLED IN UTILITY TRENCHES SHALL BE REMOVED FROM THE SITE OR SPOILED IN AREAS APPROVED BY THE OWNER. EROSION CONTROL MEASURES ARE NOT REQUIRED AROUND SOILS (EARTHEN MATERIALS) EXCAVATED, SIDE CAST AND BACKFILLED INTO THE TRENCH WITHIN THE SAME DAY. 12.DEWATER EXCAVATIONS AS NECESSARY. PUMPED WATER SHALL BE TREATED TO REMOVE SEDIMENT PRIOR TO DISCHARGE. 13.RESTORE TO EXISTING GRADE AS TRENCH BACKFILLING PROGRESSING. MAINTAIN PROPER SITE DRAINAGE TO PROTECT WORK AREA, ADJACENT PROPERTIES, SWALES, AND OTHER WATERCOURSES. 14.BOX OUT AREAS FOR EQUIPMENT PADS. AS UTILITY REPLACEMENTS ARE COMPLETE, PREPARE THE SUBGRADE AS REQUIRED. 15.INSTALL CONCRETE WASHOUT AREA. NO WET OR FRESH CONCRETE, WASHINGS FROM CONCRETE TRUCKS, MIXERS, OR OTHER DEVICES, OR CONCRETE LEACHATE SHALL BE ALLOWED TO ESCAPE INTO ANY WETLANDS OR WATERS. 16.INSTALL CONCRETE ELECTRICAL EQUIPMENT PADS AND THE APPROPRIATE STORMWATER MANAGEMENT FACILITIES. 17.IMPLEMENT PERMANENT EROSION AND SEDIMENT CONTROL ITEMS. 18.COMPLETE GRADING IF REQUIRED, REAPPLY TOPSOIL, INSTALL PERMANENT SEEDING, FERTILIZER, AND MULCH. 19.INSTALL STORMWATER MANAGEMENT PRACTICES, CONSISTING OF DRY SWALES AND BIORETENTIONS, UPON FINALIZATION OF GRADING AND APPROVAL OF FINAL STABILIZATION BY THE QUALIFIED INSPECTOR. 20.CAPTURE, REMOVE, AND DISPOSE OF ACCUMULATED SILT OR SEDIMENT FROM SILT FENCE, CHECK DAMS, INLET PROTECTION, AND SEDIMENT BASINS. 21.CLEAN THE SITE OF ALL INCIDENTAL CONSTRUCTION MATERIALS THAT ARE NOT INCORPORATED INTO THE WORK, AND PROPERLY DISPOSE OFFSITE. 22.SEED, MULCH, AND FERTILIZE TO ESTABLISH VEGETATION AT DISTURBED AREAS NOT DESIGNATED FOR PAVEMENT OR OTHER SURFACES. WHERE SEED DOES NOT GERMINATE OR WHERE WASHOUT, EROSION, RUTTING, OR OTHER DAMAGE OCCURS, REPAIR DAMAGE, RE-SEED AND RE-FERTILIZE AS NECESSARY TO ACHIEVE 80% GERMINATION OVER 100% OF THE SITE. 23.REMOVE ALL TEMPORARY EROSION CONTROL PRACTICES UPON APPROVAL OF FINAL STABILIZATION BY THE QUALIFIED INSPECTOR. DRAWING INDEX C001 COVER SHEET C002 GENERAL NOTES, LEGEND, & DRAWING INDEX C100 EXISTING CONDITIONS & DEMOLITION PLAN C101 EXISTING CONDITIONS & DEMOLITION PLAN C200 OVERALL SITE PLAN C201 SITE PLAN C202 SITE PLAN C203 TURNING MOVEMENTS C401 GRADING & EROSION CONTROL PLAN C402 GRADING & EROSION CONTROL PLAN C403 ROAD PROFILE C404 ROAD PROFILE C405 SITE SLOPE HEAT MAP C406 SITE SLOPE HEAT MAP C407 PHASING PLAN C501 CONSTRUCTION DETAILS C502 CONSTRUCTION DETAILS C503 CONSTRUCTION DETAILS C504 CONSTRUCTION DETAILS L100 LANDSCAPING PLAN L102 LANDSCAPING PLAN L103 LANDSCAPING PLAN NOW OR FORMERLY PARKER FAMILY LIMITED PARTNERSHIP, BY BRUCE PARKER AND CAROL PARKER TAX ACCT: 49-1-26.4 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.3 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.2 NOW OR FORMERLY SOUTH HILL RENTALS, LLC TAX ACCT: 49-1-13 NOW OR FORMERLY ERIC S. LEVINE TAX ACCT: 49-1-17.4 NOW OR FORMERLY TROY HEIGHTS, LLC TAX ACCT: 49-1-26.2 NOW OR FORMERLY KURT LICHTMANN TAX ACCT: 49-1-15.2 NOW OR FORMERLY THOMAS J PFAFF AND JANICE PFAFF TAX ACCT: 49-1-10 NOW OR FORMERLY EDWARD SHIPOS AND JUNE SHIPOS TAX ACCT: 49-1-14 NOW OR FORMERLY ERIC LEVINE AND ANNE LEVINE TAX ACCT: 49-1-17.3 NOW OR FORMERLY MICHAEL F CARR AND LORI K CARR TAX ACCT: 49-1-16 NOW OR FORMERLY JEFFREY LACOVELLI AND SALLY LACOVELLI TAX ACCT: 44-1-5.2 NOW OR FORMERLY CHERYL A WELSH AND MARK WELSH TAX ACCT: 44-1-5.3 NOW OR FORMERLY JOHN W WHITE TAX ACCT: 44-1-4.58 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.57 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.56 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.55 NOW OR FORMERLY JESSICA CAVIN DEBRA LANKFORD DEBRA LANKFORD TAX ACCT: 44-1-4.54 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE TR O Y R O A D 75 ' S I D E Y A R D SE T B A C K 75' FRONT YARD SETBACK 75 ' S I D E Y A R D SE T B A C K 75' R E A R Y A R D SET B A C K 75' R E A R Y A R D SETB A C K LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLOD LO D LOD LOD SOIL DISTURBANCE ACTIVITIES WITHIN WETLANDS TO BE PILE DRIVEN POSTS ONLY. NO DIGGING OR TRENCHING IS PERMITTED WITHIN THE WETLANDS. EXISTING WETLAND 84,639 SF ±1.943 AC EXISTING WETLAND 214,520 SF ±4.924 AC EXISTING WETLAND 882 SF ±0.020 AC SOIL DISTURBANCE ACTIVITIES WITHIN WETLANDS TO BE PILE DRIVEN POSTS ONLY. NO DIGGING OR TRENCHING IS PERMITTED WITHIN THE WETLANDS. EXISTING CULVERT TO BE REMOVED PROPOSED TREE CLEARING LINE PROPOSED LIMITS OF DISTURBANCE C100 EXISTING CONDITIONS AND DEMOLITION PLAN C100 1 EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: 1" = 80' N 0'80'160'240' LEGEND EXISTING DESCRIPTION UTILITY POLE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TREE/VEGETATION LIMIT FENCE PROPERTY LINE SETBACK LINE RIGHT-OF-WAY ⅊ WETLAND WETLAND BUFFER TREE STORM LINE TREE CLEARING WITH STUMP REMOVAL DEMOLITION DATA APPLICANT NEXAMP PARCEL AREA ±61.98 ACRES TREE CLEARING AND GRUBBING ±23.16 ACRES MATCHLINE SEE SHEET C101 DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS OBJECT REMOVAL NOW OR FORMERLY WILLIAM E. MURRAY AND JEANETTE M. MURRAY TAX ACCT: 49-1-17.1 NOW OR FORMERLY THOMAS HOWARTH TAX ACCT: 49-1-21.4 NOW OR FORMERLY NEW YORK STATE ELECTRIC AND GAS CORPORTATION TAX ACCT: 49-1-25 NOW OR FORMERLY JAMES E. SEMP TAX ACCT: 49-1-30 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 49-1-26.3 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.51 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.50 NOW OR FORMERLY COLE LACOVELLI KRYSTINA LACOVELLI TAX ACCT: 44-1-4.50 NOW OR FORMERLY NATHANIEL M VACANTI ELENA PANIZZA TAX ACCT: 44-1-4.48 NOW OR FORMERLY JOHN J FLAHERTY TAX ACCT: 44-1-4.47 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 75' FRONT YARD SETBACK 75' R E A R Y A R D SETB A C K LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LO D LOD LO D LOD LOD SOIL DISTURBANCE ACTIVITIES WITHIN WETLANDS TO BE PILE DRIVEN POSTS ONLY. NO DIGGING OR TRENCHING IS PERMITTED WITHIN THE WETLANDS. NO TREE CLEARING OR GRUBBING WITHIN THE 35' TOWN OF ITHACA STREAM OFFSET PROPOSED TREE CLEARING LINE PROPOSED LIMITS OF DISTURBANCE C101 EXISTING CONDITIONS AND DEMOLITION PLAN C101 1 EXISTING CONDITIONS AND DEMOLITION PLAN SCALE: 1" = 80' N 0'80'160'240' LEGEND EXISTING DESCRIPTION UTILITY POLE OVERHEAD ELECTRIC UNDERGROUND ELECTRIC TREE/VEGETATION LIMIT FENCE PROPERTY LINE SETBACK LINE RIGHT-OF-WAY ⅊ WETLAND WETLAND BUFFER TREE STORM LINE TREE CLEARING WITH STUMP REMOVAL DEMOLITION DATA APPLICANT NEXAMP PARCEL AREA ±61.98 ACRES TREE CLEARING AND GRUBBING ±23.16 ACRES MATCHLINE SEE SHEET C100 DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE R1 5 . 0 0 ' R15.00' R55. 0 0 ' R55 . 0 0 ' 445.99' 17 8 . 7 6 ' 75.6 0 ' 82 . 7 4 ' 340.35' 75.0 1 ' 155 . 0 0 ' PROPOSED UTILITY POINT OF INTERCONNECTION (POI) - FEEDER NO: 4302204, IX VOLTAGE 12.47KV 23,500 SQ.FT LAYDOWN AREA CAMERA 8' AGRICULTURAL FENCE (TYP) 4' PERSONNEL GATE 24' VEHICLE GATE 24' VEHICLE GATE ENERGY STORAGE SYSTEM (TYP) EQUIPMENT PAD (INVERTER AND TRANSFORMER LOCATION) TRANSFORMER FOR ENERGY STORAGE SYSTEM (TYP) EQUIPMENT PAD (INVERTER LOCATION) MISC. ANCILLARY RACKING (TRACKER POWER) 4' PERSONNEL GATE 4' PERSONNEL GATE 4' PERSONNEL GATE UTILITY RECLOSER PAD (U1) CUSTOMER ENCLOSURE FOR UTILITY METER - PCC (C2) CUSTOMER FEDERAL PACIFIC 3IN1 PAD(C1) 8' AGRICULTURAL FENCE (TYP) SERVICE STAGING AREA TREE FALL ZONE PROPOSED 20' ACCESS ROAD 24/7 ACCESS PROPOSED 20' ACCESS ROAD UNDERGROUND MV LINE 1.08 ACRES OF SPACE ALLOCATED FOR 137423 - SOUTH HILL STANDALONE STORAGE 4' PERSONNEL GATE 4' PERSONNEL GATE 24' VEHICLE GATE SECTIONALIZING CABINET PROTECTED BY BOLLARDS 4' PERSONNEL GATE PROPOSED FOREBAY PROPOSED DETENTION BASIN PROPOSED BIORETENTION BASIN NEW SOLAR PV ARRAY NEW SOLAR PV ARRAY 8' AGRICULTURAL FENCE (TYP) 8' AGRICULTURAL FENCE (TYP) NEW SOLAR PV ARRAY PROPOSED 20' ACCESS ROAD NEW SOLAR PV ARRAY 4' PERSONNEL GATE PROPOSED 40 LF DRY SWALE PROPOSED 120 LF DRY SWALE PROPOSED CULVERT PROPOSED CULVERT PROPOSED FOREBAY 4' PERSONNEL GATE BOLLARDS (TYP) PROPOSED CULVERT PROPOSED CULVERT PROPOSED LIMIT OF DISTURBANCE R75.00' R110.00' PROPOSED CULVERT PROPOSED CHECK DAM DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS C200 OVERALL SITE PLAN C200 1 SITE PLAN SCALE: 1" = 100' N PROJECT DATA PARCEL INFORMATION APPLICANT NEXAMP OWNER BOMBER HEIGHTS, LLC PARCEL ADDRESS 117 TROY ROAD, TOWN OF ITHACA, TOMPKINS COUNTY, NY 14850 TAX NUMBER 49-1-26.2 SYSTEM SIZE 4.5 MW AC PARCEL AREA (TOTAL)61.98 ACRES TOTAL PROJECT AREA 30.00 ACRES PROPOSED IMPERVIOUS WITHIN PROJECT AREA 1.30 ACRES PANEL COVERAGE 18.33 ACRES TOTAL DISTURBANCE AREA ±40.78 ACRES WOODED DISTURBANCE ±23.16 ACRES ZONING INFORMATION REQUIRED PROPOSED CLASSIFICATION: PARCEL WITHIN SOLAR OVERLAY LDR- LOW DENSITY RESIDENTIAL LDR- LOW DENSITY RESIDENTIAL FRONT SETBACK ≥75 FT ±340.35 FT SIDE SETBACK ≥75 FT ±75.60 FT REAR SETBACK ≥75 FT ±75.01 FT MAXIMUM HEIGHT 20 FT 20 FT NOW OR FORMERLY PARKER FAMILY LIMITED PARTNERSHIP, BY BRUCE PARKER AND CAROL PARKER TAX ACCT: 49-1-26.4 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.3 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.2 NOW OR FORMERLY SOUTH HILL RENTALS, LLC TAX ACCT: 49-1-13 NOW OR FORMERLY ERIC S. LEVINE TAX ACCT: 49-1-17.4 NOW OR FORMERLY TROY HEIGHTS, LLC TAX ACCT: 49-1-26.2 NOW OR FORMERLY KURT LICHTMANN TAX ACCT: 49-1-15.2 NOW OR FORMERLY THOMAS J PFAFF AND JANICE PFAFF TAX ACCT: 49-1-10 NOW OR FORMERLY EDWARD SHIPOS AND JUNE SHIPOS TAX ACCT: 49-1-14 NOW OR FORMERLY ERIC LEVINE AND ANNE LEVINE TAX ACCT: 49-1-17.3 NOW OR FORMERLY MICHAEL F CARR AND LORI K CARR TAX ACCT: 49-1-16 NOW OR FORMERLY JEFFREY LACOVELLI AND SALLY LACOVELLI TAX ACCT: 44-1-5.2 NOW OR FORMERLY CHERYL A WELSH AND MARK WELSH TAX ACCT: 44-1-5.3 NOW OR FORMERLY JOHN W WHITE TAX ACCT: 44-1-4.58 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.57 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.56 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.55 NOW OR FORMERLY JESSICA CAVIN DEBRA LANKFORD DEBRA LANKFORD TAX ACCT: 44-1-4.54 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE TR O Y R O A D 75 ' S I D E Y A R D SE T B A C K 75' FRONT YARD SETBACK 75 ' S I D E Y A R D SE T B A C K 75' R E A R Y A R D SET B A C K 75' R E A R Y A R D SETB A C K UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST ST ST ST LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD 75.6 0 ' 82 . 7 4 ' 340.35' 75.0 1 ' PROPOSED CHECK DAM PROPOSED UTILITY POINT OF INTERCONNECTION (POI) - FEEDER NO: 4302204, IX VOLTAGE 12.47KV 23,500 SQ.FT LAYDOWN AREA CAMERA 8' AGRICULTURAL FENCE (TYP) 4' PERSONNEL GATE 24' VEHICLE GATE 24' VEHICLE GATE ENERGY STORAGE SYSTEM (TYP) EQUIPMENT PAD (INVERTER AND TRANSFORMER LOCATION) TRANSFORMER FOR ENERGY STORAGE SYSTEM (TYP) EQUIPMENT PAD (INVERTER LOCATION) MISC. ANCILLARY RACKING (TRACKER POWER) 4' PERSONNEL GATE UTILITY RECLOSER PAD (U1) CUSTOMER ENCLOSURE FOR UTILITY METER - PCC (C2) CUSTOMER FEDERAL PACIFIC 3IN1 PAD(C1) 8' AGRICULTURAL FENCE (TYP) SERVICE STAGING AREA PROPOSED 20' ACCESS ROAD 24/7 ACCESS PROPOSED 20' ACCESS ROAD UNDERGROUND MV LINE 4' PERSONNEL GATE 4' PERSONNEL GATE 24' VEHICLE GATE SECTIONALIZING CABINET PROTECTED BY BOLLARDS 4' PERSONNEL GATE PROPOSED FOREBAY PROPOSED DETENTION BASIN PROPOSED BIORETENTION BASIN NEW SOLAR PV ARRAY NEW SOLAR PV ARRAY NEW SOLAR PV ARRAY 4' PERSONNEL GATE PROPOSED 40 LF DRY SWALE PROPOSED 120 LF DRY SWALE PROPOSED CULVERT PROPOSED CULVERT 4' PERSONNEL GATE BOLLARDS R1 5 . 0 0 ' R15.00' R55. 0 0 ' R55 . 0 0 ' PROPOSED CULVERT PROPOSED CULVERT R110.00' R75.00 ' R110.00' 135 . 0 0 ' R15.00' R15.00' WETLAND AREA DELINEATED BY GZA GEOENVIRONMENTAL OF NEW YORK ON JAN 2, 2024 (TYP) WETLAND AREA DELINEATED BY GZA GEOENVIRONMENTAL OF NEW YORK ON JAN 2, 2024 (TYP) STREAM/DITCH AREA DELINEATED BY GZA GEOENVIRONMENTAL OF NEW YORK ON JAN 2, 2024 (TYP) DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS C201 SITE PLAN C201 1 SITE PLAN SCALE: 1" = 80' N PROJECT DATA PARCEL INFORMATION APPLICANT NEXAMP OWNER BOMBER HEIGHTS, LLC PARCEL ADDRESS 117 TROY ROAD, TOWN OF ITHACA, TOMPKINS COUNTY, NY 14850 TAX NUMBER 49-1-26.2 SYSTEM SIZE 4.5 MW AC PARCEL AREA (TOTAL)61.98 ACRES TOTAL PROJECT AREA 30.00 ACRES PROPOSED IMPERVIOUS WITHIN PROJECT AREA 1.30 ACRES PANEL COVERAGE 18.33 ACRES TOTAL DISTURBANCE AREA ±40.78 ACRES WOODED DISTURBANCE ±23.16 ACRES ZONING INFORMATION REQUIRED PROPOSED CLASSIFICATION: PARCEL WITHIN SOLAR OVERLAY LDR- LOW DENSITY RESIDENTIAL LDR- LOW DENSITY RESIDENTIAL FRONT SETBACK ≥75 FT ±340.35 FT SIDE SETBACK ≥75 FT ±75.60 FT REAR SETBACK ≥75 FT ±75.01 FT MAXIMUM HEIGHT 20 FT 20 FT MATCHLINE SEE SHEET C202 NOW OR FORMERLY WILLIAM E. MURRAY AND JEANETTE M. MURRAY TAX ACCT: 49-1-17.1 NOW OR FORMERLY THOMAS HOWARTH TAX ACCT: 49-1-21.4 NOW OR FORMERLY NEW YORK STATE ELECTRIC AND GAS CORPORTATION TAX ACCT: 49-1-25 NOW OR FORMERLY JAMES E. SEMP TAX ACCT: 49-1-30 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 49-1-26.3 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.51 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.50 NOW OR FORMERLY COLE LACOVELLI KRYSTINA LACOVELLI TAX ACCT: 44-1-4.50 NOW OR FORMERLY NATHANIEL M VACANTI ELENA PANIZZA TAX ACCT: 44-1-4.48 NOW OR FORMERLY JOHN J FLAHERTY TAX ACCT: 44-1-4.47 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 75' FRONT YARD SETBACK 75' R E A R Y A R D SETB A C K LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 17 8 . 7 6 ' 4' PERSONNEL GATE 4' PERSONNEL GATE 8' AGRICULTURAL FENCE (TYP) 8' AGRICULTURAL FENCE (TYP) NEW SOLAR PV ARRAY R110.00' 135 . 0 0 ' R15.00' R15.00' WETLAND AREA DELINEATED BY GZA GEOENVIRONMENTAL OF NEW YORK ON JAN 2, 2024 (TYP) DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS C202 SITE PLAN C202 1 SITE PLAN SCALE: 1" = 80' N MATCHLINE SEE SHEET C201 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD WB-67 - I n t e r s t a t e S e m i - T r a i l e r R110.00' R75.00 ' R110.00' 135 . 0 0 ' R15.00' R15.00' OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLOD LOD LOD WB-67 - In t e r s t a t e S e m i - T r a i l e r R110.00' R75.00' R110.00' 135 . 0 0 ' R15.00' R15.00' 53 27.9 Max 68.5° Horiz Max 10° Vert 3 43.5 4 45.5 2.5 23.5 4 17.4 4.2 19.5 WB-67 - Interstate Semi-TrailerOverall Length 73.501ft Overall Width 8.500ftOverall Body Height 13.500ftMin Body Ground Clearance 1.334ft Max Track Width 8.500ftLock-to-lock time 6.00s Max Steering Angle (Virtual)28.40° DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS C203 TURNING MOVEMENTS C203 1 TURNING MOVEMENTS SCALE: 1"=100' N C203 2 TURNING MOVEMENTS SCALE: 1"=100' N VEHICLE BODY PATH (FORWARD MOVEMENT) VEHICLE BODY ENVELOPE (FORWARD MOVEMENT) VEHICLE BODY PATH (BACKWARDS MOVEMENT) VEHICLE BODY ENVELOPE (BACKWARDS MOVEMENT) VEHICLE TRACKING LEGEND TESLA HEAVYWEIGHT TRAILER (FORWARD MOVEMENT) TESLA HEAVYWEIGHT TRAILER (BACKWARDS MOVEMENT) NOW OR FORMERLY PARKER FAMILY LIMITED PARTNERSHIP, BY BRUCE PARKER AND CAROL PARKER TAX ACCT: 49-1-26.4 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.3 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.2 NOW OR FORMERLY SOUTH HILL RENTALS, LLC TAX ACCT: 49-1-13 NOW OR FORMERLY ERIC S. LEVINE TAX ACCT: 49-1-17.4 NOW OR FORMERLY TROY HEIGHTS, LLC TAX ACCT: 49-1-26.2 NOW OR FORMERLY KURT LICHTMANN TAX ACCT: 49-1-15.2 NOW OR FORMERLY THOMAS J PFAFF AND JANICE PFAFF TAX ACCT: 49-1-10 NOW OR FORMERLY EDWARD SHIPOS AND JUNE SHIPOS TAX ACCT: 49-1-14 NOW OR FORMERLY ERIC LEVINE AND ANNE LEVINE TAX ACCT: 49-1-17.3 NOW OR FORMERLY MICHAEL F CARR AND LORI K CARR TAX ACCT: 49-1-16 NOW OR FORMERLY JEFFREY LACOVELLI AND SALLY LACOVELLI TAX ACCT: 44-1-5.2 NOW OR FORMERLY CHERYL A WELSH AND MARK WELSH TAX ACCT: 44-1-5.3 NOW OR FORMERLY JOHN W WHITE TAX ACCT: 44-1-4.58 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.57 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.56 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.55 NOW OR FORMERLY JESSICA CAVIN DEBRA LANKFORD DEBRA LANKFORD TAX ACCT: 44-1-4.54 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE TEMPORARY TOPSOIL STOCKPILE AREA (TYP.) PROPOSED SILT SOCKS (TYP.) PROPOSED SILT SOCKS (TYP.) STABILIZED CONSTRUCTION ENTRANCE PROPOSED LIMITS OF DISTURBANCE (TYP) TEMPORARY LAYDOWN AREA 23,500 SQ FT INSTALL AND MAINTAIN CONCRETE WASHOUT UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST ST ST ST LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD 99 LF OF 18" HDPE @ 2.27% INV. = 1031.00 INV. = 1033.23 INV. = 1028.92 INV. = 1028.50 83 LF OF 18" HDPE @ 0.50% INV: 1018.66 INV: 1018.45 42 LF OF 12" HDPE @ 0.50% PROPOSED 40 LF DRY SWALE PROPOSED 120 LF DRY SWALE PROPOSED CONVEYANCE SWALE PROPOSED BIO RETENTION FACILITY FILTER MEDIA AREA = 5,100 SF PROPOSED SEDIMENT FOREBAY PROPOSED 12" END SECTION INV. = 1001.00 PROPOSED 5' X 10' OVERFLOW WEIR INV. = 1005.00 PROPOSED 37' LF OF 12" HDPE @ 2.70% PROPOSED 2'X2' INLET TOP INV. = 1005.00 INV. OUT = 1002.00 SOME LOCALIZED GRADING MAY BE REQUIRED UNDER THE PROPOSED ARRAY PROPOSED OVERFLOW WEIR INV. = 1019.40 PROPOSED 2'X2' INLET TOP INV. = 1018.30 INV. = 1014.40 PROPOSED 18" END SECTION INV.= 1001.00 DRY SWALE UNDERDRAIN INV. = 1021.04 DRY SWALE UNDERDRAIN INV. = 1020.94 INV. = 1020.00 18 LF OF 6" HDPE @ 5.21% INV. = 1020.00 18 LF OF 6" HDPE @ 5.73% INV. = 1020.48 INV. = 1016.00 74 LF OF 36" HDPE @ 6.14% INV. = 1020.86 INV. = 1016.00 75 LF OF 18" HDPE @ 6.55% 1035 103 0 10 2 5 10 2 0 101 5 101 5 1005 100 5 10 0 5 PROPOSED FLOW DIFFUSER PROPOSED FLOW DIFFUSER (TYP) PROPOSED FLOW DIFFUSER (TYP) PROPOSED 5' BERM ST ST ST ST DRY SWALE UNDERDRAIN INV: 1013.09 INV: 1012.94 29 LF OF 6" HDPE @ 0.50% PROPOSED 120 LF DRY SWALE PROPOSED 70 LF DRY SWALE INV: 1012.38 DRY SWALE UNDERDRAIN INV: 1012.64 44 LF OF 6" HDPE @ 0.50% INV. = 1053.46 37 LF OF 12" HDPE @ 4.23% INV. = 1051.89 103 5 1040 104 5 105 0105 5 1060 106 5 1070 1030 1025 102 0 102 0 1020 1025 3+12 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+ 0 0 5+ 0 0 6+00 7+ 0 0 8+ 0 0 9+ 0 0 10+ 0 0 11+ 0 0 12 + 0 0 13 + 0 0 14+ 0 0 15 + 0 0 16+ 0 0 17+ 0 0 PROPOSED LOW WATER CROSSING (TYP) 1030 1025 PROPOSED OVERFLOW WEIR INV.= 1018.9 C401 GRADING & EROSION CONTROL PLAN N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS MATCHLINE SEE SHEET C402 C401 1 GRADING & EROSION CONTROL PLAN SCALE: 1" = 80' NOW OR FORMERLY WILLIAM E. MURRAY AND JEANETTE M. MURRAY TAX ACCT: 49-1-17.1 NOW OR FORMERLY THOMAS HOWARTH TAX ACCT: 49-1-21.4 NOW OR FORMERLY NEW YORK STATE ELECTRIC AND GAS CORPORTATION TAX ACCT: 49-1-25 NOW OR FORMERLY JAMES E. SEMP TAX ACCT: 49-1-30 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 49-1-26.3 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.51 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.50 NOW OR FORMERLY COLE LACOVELLI KRYSTINA LACOVELLI TAX ACCT: 44-1-4.50 NOW OR FORMERLY NATHANIEL M VACANTI ELENA PANIZZA TAX ACCT: 44-1-4.48 NOW OR FORMERLY JOHN J FLAHERTY TAX ACCT: 44-1-4.47 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE PROPOSED LIMITS OF DISTURBANCE (TYP) LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD INV. = 1053.46 37 LF OF 12" HDPE @ 4.23% INV. = 1051.89 104 5 105 0105 5 106 0 106 5 1070 18+00 16+ 0 0 17+ 0 0 C402 GRADING & EROSION CONTROL PLAN N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS MATCHLINE SEE SHEET C401 C402 1 GRADING & EROSION CONTROL PLAN SCALE: 1" = 80' NOW O R F O R M E R L Y TRO Y H E I G H T S , L L C TAX A C C T : 4 9 - 1 - 2 6 . 2 NOW O R F O R M E R L Y ELS I E C R A W L I N S TAX A C C T : 4 9 - 1 - 2 6 . 1 NOW O R F O R M E R L Y JEF F R E Y L A C O V E L L I AND S A L L Y L A C O V E L L I TAX A C C T : 4 4 - 1 - 5 . 2 NOW O R F O R M E R L Y CHE R Y L A W E L S H A N D MAR K W E L S H TAX A C C T : 4 4 - 1 - 5 . 3 NOW O R F O R M E R L Y JOH N W W H I T E TAX A C C T : 4 4 - 1 - 4 . 5 8 NOW O R F O R M E R L Y HER I T A G E P A R K TOW N H O U S E S , I N C TAX A C C T : 4 4 - 1 - 4 . 5 7 NOW O R F O R M E R L Y NAN C Y S Q U A R R I E R TAX A C C T : 4 4 - 1 - 4 . 5 6 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE STSTST ST LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLOD LODLODLODLOD LOD LOD LODLOD LOD LODLOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 10 3 5 1030 ST STSTST 1035 1040 1045 1050 1055 1060 1065 1070 103 01025 10201020 1020 1025 0+00 1+00 2+ 0 0 18+00 0+00 1+0 0 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+ 0 0 14+00 15+ 0 0 16 + 0 0 17 + 0 0 103 0 1000 1010 1020 1030 1040 1050 1060 1070 1000 1010 1020 1030 1040 1050 1060 1070 -0+250+00 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 18+00 19+00 5.10% 0.92% 4.00% 3.02% 4.00% -1.69% 9.85 % -0.51%0.51% -2.97% -1.84% PVI STA: 3+79.40 PVI ELEV: 1016.70 K: 15.54 LVC: 90.73 PV C : 3 + 3 4 . 0 3 EL E V : 1 0 1 7 . 5 3 PV T : 4 + 2 4 . 7 7 EL E V : 1 0 1 8 . 5 1 PVI STA: 9+60.60 PVI ELEV: 1025.50 K: 28.65 LVC: 100.00 PV C : 9 + 1 0 . 6 0 EL E V : 1 0 2 5 . 2 4 PV T : 1 0 + 1 0 . 6 0 EL E V : 1 0 2 7 . 5 0 PVI STA: 14+27.61 PVI ELEV: 1034.71 K: 47.84 LVC: 200.00 PV C : 1 3 + 2 7 . 6 1 EL E V : 1 0 3 3 . 7 9 PV T : 1 5 + 2 7 . 6 1 EL E V : 1 0 3 9 . 8 1 PVI STA: 7+86.03 PVI ELEV: 1024.61 K: 49.39 LVC: 50.52 PV C : 7 + 6 0 . 7 7 EL E V : 1 0 2 4 . 7 4 PV T : 8 + 1 1 . 2 9 EL E V : 1 0 2 4 . 7 4 PVI STA: 1+85.24 PVI ELEV: 1020.27 K: 72.60 LVC: 82.36 PV C : 1 + 4 4 . 0 6 EL E V : 1 0 2 1 . 4 9 PV T : 2 + 2 6 . 4 2 EL E V : 1 0 1 9 . 5 1 PVI STA: 5+53.65 PVI ELEV: 1023.67 K: 38.12 LVC: 37.31 PV C : 5 + 3 5 . 0 0 EL E V : 1 0 2 2 . 9 2 PV T : 5 + 7 2 . 3 1 EL E V : 1 0 2 4 . 2 3 PVI STA: 11+20.09 PVI ELEV: 1031.88 K: 32.48 LVC: 100.00 PV C : 1 0 + 7 0 . 0 9 EL E V : 1 0 2 9 . 8 8 PV T : 1 1 + 7 0 . 0 9 EL E V : 1 0 3 2 . 3 4 PVI STA: 0+92.34 PVI ELEV: 1023.03 K: 39.04 LVC: 50.00 PV C : 0 + 6 7 . 3 4 EL E V : 1 0 2 3 . 4 5 PV T : 1 + 1 7 . 3 4 EL E V : 1 0 2 2 . 2 9 PVI STA: 6+13.90 PVI ELEV: 1025.49 K: 7.87 LVC: 27.80 PV C : 6 + 0 0 . 0 0 EL E V : 1 0 2 5 . 0 7 PV T : 6 + 2 7 . 8 0 EL E V : 1 0 2 5 . 4 2 12 + 0 5 . 9 1 = C L I N T X AC C E S S S T U B S T A . = 0 + 0 0 . 0 0 6+ 1 7 . 2 1 = 1 8 " S I C P P IN V . = 1 0 1 9 . 4 5 @ C L 11 + 4 4 . 5 5 = 1 8 " S I C P P IN V . = 1 0 2 8 . 7 9 @ C L 0+ 1 0 . 0 0 = B E G I N A C C E S S R O A D EL E V . = 1 0 2 4 . 4 2 0+ 0 0 . 0 0 = C L I N T X . T R O Y R O A D EL E V . = 1 0 2 5 . 0 6 4.33' COVER 2.33' COVER PROPOSED GRADE @ CL EXISTING GRADE @ CL 1.58' COVER 7+ 8 6 . 0 3 = 3 6 " S I C P P IN V . = 1 0 1 9 . 1 4 @ C L C403 ROAD PROFILE C403 2 ACCESS ROAD PROFILE SCALE: HORIZ: 1" = 80' VERT: 1" = 8' DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS C403 1 ACCESS ROAD PLAN SCALE: 1''=80' N OE OE OE OE OE OE OE OE OE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD 1035 103 0 10 2 5 10 2 0 101 5 101 5 ST 1030 3+12 0+00 1+00 2+00 3+00 9+ 0 0 10+ 0 0 11+ 0 0 12 + 0 0 13 + 0 0 1030 1025 1000 1010 1020 1030 1040 1050 1060 1000 1010 1020 1030 1040 1050 1060 -0+50 0+00 1+00 2+00 3+00 4+00 4+50 0.98% -5.00% GR A D E B R E A K S T A = 0 + 0 0 . 0 0 EL E V = 1 0 3 2 . 6 3 GR A D E B R E A K S T A = 3 + 1 1 . 5 4 EL E V = 1 0 2 3 . 4 4 PVI STA: 1+06.64 PVI ELEV: 1033.68 K: 33.43 LVC: 200.00 PV C : 0 + 0 6 . 6 4 EL E V : 1 0 3 2 . 7 0 PV T : 2 + 0 6 . 6 4 EL E V : 1 0 2 8 . 6 8 -5.00% -5.00% DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS C404 ROAD PROFILE C404 2 ACCESS ROAD PROFILE SCALE: HORIZ: 1" = 80' VERT: 1" = 8' C404 1 ACCESS ROAD PLAN SCALE: 1''=80' N NOW OR FORMERLY PARKER FAMILY LIMITED PARTNERSHIP, BY BRUCE PARKER AND CAROL PARKER TAX ACCT: 49-1-26.4 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.3 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.2 NOW OR FORMERLY SOUTH HILL RENTALS, LLC TAX ACCT: 49-1-13 NOW OR FORMERLY ERIC S. LEVINE TAX ACCT: 49-1-17.4 NOW OR FORMERLY TROY HEIGHTS, LLC TAX ACCT: 49-1-26.2 NOW OR FORMERLY KURT LICHTMANN TAX ACCT: 49-1-15.2 NOW OR FORMERLY THOMAS J PFAFF AND JANICE PFAFF TAX ACCT: 49-1-10 NOW OR FORMERLY EDWARD SHIPOS AND JUNE SHIPOS TAX ACCT: 49-1-14 NOW OR FORMERLY ERIC LEVINE AND ANNE LEVINE TAX ACCT: 49-1-17.3 NOW OR FORMERLY MICHAEL F CARR AND LORI K CARR TAX ACCT: 49-1-16 NOW OR FORMERLY JEFFREY LACOVELLI AND SALLY LACOVELLI TAX ACCT: 44-1-5.2 NOW OR FORMERLY CHERYL A WELSH AND MARK WELSH TAX ACCT: 44-1-5.3 NOW OR FORMERLY JOHN W WHITE TAX ACCT: 44-1-4.58 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.57 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.56 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.55 NOW OR FORMERLY JESSICA CAVIN DEBRA LANKFORD DEBRA LANKFORD TAX ACCT: 44-1-4.54 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST ST ST ST LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD 1035 103 0 10 2 5 10 2 0 101 5 101 5 1005 100 5 10 0 5 ST ST ST ST 103 5 1040 104 5 105 0105 5 1060 106 5 1070 1030 1025 102 0 102 0 1020 1025 3+12 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+ 0 0 5+ 0 0 6+00 7+ 0 0 8+ 0 0 9+ 0 0 10+ 0 0 11+ 0 0 12 + 0 0 13 + 0 0 14+ 0 0 15 + 0 0 16+ 0 0 17+ 0 0 1030 1025 C405 SITE SLOPE HEAT MAP N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS MATCHLINE SEE SHEET C402 C405 1 SITE SLOPE HEAT MAP SCALE: 1" = 80' LEGEND 8% - 10% SLOPES 10% - 20% SLOPES 20% - 35% SLOPES > 35% SLOPES NOW OR FORMERLY PARKER FAMILY LIMITED PARTNERSHIP, BY BRUCE PARKER AND CAROL PARKER TAX ACCT: 49-1-26.4 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.3 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.2 NOW OR FORMERLY SOUTH HILL RENTALS, LLC TAX ACCT: 49-1-13 NOW OR FORMERLY ERIC S. LEVINE TAX ACCT: 49-1-17.4 NOW OR FORMERLY TROY HEIGHTS, LLC TAX ACCT: 49-1-26.2 NOW OR FORMERLY KURT LICHTMANN TAX ACCT: 49-1-15.2 NOW OR FORMERLY THOMAS J PFAFF AND JANICE PFAFF TAX ACCT: 49-1-10 NOW OR FORMERLY EDWARD SHIPOS AND JUNE SHIPOS TAX ACCT: 49-1-14 NOW OR FORMERLY ERIC LEVINE AND ANNE LEVINE TAX ACCT: 49-1-17.3 NOW OR FORMERLY MICHAEL F CARR AND LORI K CARR TAX ACCT: 49-1-16 NOW OR FORMERLY JEFFREY LACOVELLI AND SALLY LACOVELLI TAX ACCT: 44-1-5.2 NOW OR FORMERLY CHERYL A WELSH AND MARK WELSH TAX ACCT: 44-1-5.3 NOW OR FORMERLY JOHN W WHITE TAX ACCT: 44-1-4.58 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.57 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.56 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.55 NOW OR FORMERLY JESSICA CAVIN DEBRA LANKFORD DEBRA LANKFORD TAX ACCT: 44-1-4.54 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST ST ST ST LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD 1035 103 0 10 2 5 10 2 0 101 5 101 5 1005 100 5 10 0 5 ST ST ST ST 103 5 1040 104 5 105 0105 5 1060 106 5 1070 1030 1025 102 0 102 0 1020 1025 3+12 0+00 1+00 2+00 3+00 0+00 1+00 2+00 3+00 4+ 0 0 5+ 0 0 6+00 7+ 0 0 8+ 0 0 9+ 0 0 10+ 0 0 11+ 0 0 12 + 0 0 13 + 0 0 14+ 0 0 15 + 0 0 16+ 0 0 17+ 0 0 1030 1025 C405 SITE SLOPE HEAT MAP N DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS MATCHLINE SEE SHEET C402 C405 1 SITE SLOPE HEAT MAP SCALE: 1" = 80' LEGEND 8% - 10% SLOPES 10% - 20% SLOPES 20% - 35% SLOPES > 35% SLOPES OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OEOE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE ST ST LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LO D LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO DLODLOD LOD LO D LOD LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LO D LOD LOD LOD LOD LO D LO D LOD LOD LOD LOD PHASE 2 1.78 AC (4.73 TOTAL) PHASE 2 2.95 AC (4.73 TOTAL) PHASE 1 4.58 AC PHASE 3 4.57 AC PHASE 4 4.85 AC PHASE 5 1.99 AC PHASE 6 4.60 AC PHASE 7 4.73 AC PHASE 8 4.67 AC PHASE 9 1.27 AC DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS C407 PHASING PLAN C407 1 PHASING PLAN SCALE: 1" = 100' N PHASE 1 - 4.58 ACRES - INSTALL CONSTRUCTION ACCESS ROAD. INSTALL PORTION OF STORM WATER MANAGEMENT. ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES WILL BE IMPLEMENTED PRIOR TO THE START OF PHASE 1. PHASING LEGEND PHASE 2 - 4.73 ACRES - INSTALL CONSTRUCTION ACCESS ROAD. INSTALL PORTION OF STORM WATER MANAGEMENT. PHASE 4 - 4.85 ACRES - INSTALLATION OF PORTION OF SOLAR ARRAY. PHASE 3 - 4.57 ACRES - INSTALLATION OF PORTION OF SOLAR ARRAY. PHASE 5 - 1.99 ACRES - INSTALLATION OF PORTION OF SOLAR ARRAY. THE OWNER OR OPERATOR OF A CONSTRUCTION ACTIVITY SHALL NOT DISTURB GREATER THAN FIVE (5) ACRES OF SOIL AT ANY ONE TIME WITHOUT PRIOR WRITTEN AUTHORIZATION FROM THE DEPARTMENT OR, IN AREAS UNDER THE JURISDICTION OF A REGULATED, TRADITIONAL LAND USE CONTROL MS4, THE REGULATED, TRADITIONAL LAND USE CONTROL MS4 (PROVIDED THE REGULATED, TRADITIONAL LAND USE CONTROL MS4 IS NOT THE OWNER OR OPERATOR OF THE CONSTRUCTION ACTIVITY). PHASED AREAS SHALL BE DELINEATED WITH CONSTRUCTION FENCING TO CONTAIN DISTURBANCES WITHIN EACH PHASE. THE PHASING DELINEATION SHALL BE COMPLETED FOR AN AREA PRIOR TO THE START OF CONSTRUCTION IN THAT AREA. THE PHASING PLAN FOR THE SOLAR PROJECT SHALL BE PERFORMED AS FOLLOWS: PHASE 1 (4.58 ACRES):INSTALLATION OF THE CONSTRUCTION ACCESS ROAD AND ITS REQUIRED GRADING. THE LIMITED USE PERVIOUS ACCESS ROAD WILL BE INSTALLED IN THE FINAL PHASE. ALL TEMPORARY EROSION AND SEDIMENT CONTROL ITEMS WILL BE IMPLEMENTED PRIOR TO THE START OF PHASE 1. ONCE INSTALLATION OF THESE ITEMS ARE COMPLETE, ALL DISTURBED AREAS SHALL BE SEEDED AND STABILIZED WITH STRAW. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 2 (4.73 ACRES):INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 3 (4.57 ACRES):INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 4 (4.85 ACRES):INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 5 (1.99 ACRES): INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 6 (4.60 ACRES):INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 7 (4.73 ACRES):INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 8 (4.67 ACRES):INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 9 (1.27 ACRES):INSTALLATION OF PORTION OF SOLAR ARRAY. INSTALLATION OF THE PROPOSED LEVEL SPREADERS AS REQUIRED. ONCE LEVEL SPREADERS ARE INSTALLED, GEOTEXTILE FABRIC SHALL BE PLACED OVER THEM TO PROTECT FROM SILT ACCUMULATION DURING CONSTRUCTION. ONCE FINAL GRADE IS ACHIEVED, THEY SHALL BE IMMEDIATELY SEEDED AND STABILIZED WITH STRAW. INSTALLATION OF SOLAR PANEL ARRAYS AND THEIR REQUIRED ELECTRICAL APPURTENANCES, UTILITY POLES, AND OVERHEAD AND UNDERGROUND WIRES. THE PERIMETER FENCE SHALL BE INSTALLED AS TO NOT INTERFERE WITH THE INSTALLATION OF THE SOLAR ARRAYS. ALL DISTURBED AREAS DORMANT FOR 7 DAYS SHALL BE SEEDED AND STABILIZED. ANTICIPATED TIME FRAME: 6 WEEKS PHASE 10 (1.27 ACRES):REMOVE CONSTRUCTION ACCESS ROAD MATERIAL TO SUBGRADE. TILL ALL COMPACTED SOILS LOCATED WITHIN THE LIMITED USE PERVIOUS ROAD AREAS TO RESTORE THE ORIGINAL PROPERTIES OF THE SOIL PRIOR TO PERVIOUS ROAD INSTALLATION. REFER TO THE NYSDEC DIVISION OF WATER GUIDANCE "DEEP-RIPPING AND DECOMPACTION" DATED APRIL 2008. UPON COMPLETION OF SOIL DECOMPACTION, THE LIMITED USE PERVIOUS ACCESS ROAD MAY BE INSTALLED. ANTICIPATED TIME FRAME: 4 WEEKS PHASING PLAN NOTES PHASE 6 - 4.60 ACRES - INSTALLATION OF PORTION OF SOLAR ARRAY. PHASE 7 - 4.73 ACRES - INSTALLATION OF PORTION OF SOLAR ARRAY. PHASE 8 - 4.67 ACRES - INSTALLATION OF PORTION OF SOLAR ARRAY. PHASE 9 - 1.27 ACRES - INSTALLATION OF PORTION OF SOLAR ARRAY. PHASE 10 - 1.27 ACRES - SOIL DECOMPACTION AND INSTALLATION OF LIMITED USE PERVIOUS ACCESS ROAD. 2' 3 3 / 4 " 1' - 4 " TREE/VEGETATION PROTECTION BARRIER N.T.S.C501 4 2' 4' 3' 5' CONSTRUCTION ZONE 10' MAX. 2' 4' SIGN TREE / VEGETATION PROTECTION BARRIER SILT FENCE EXISTING GRADE PROPOSED TOE OF SLOPE WARNING SIGN WOOD OR STEEL POST (TYP.) MIN. LENGTH 6' BARRIER FENCE (ORANGE SNOW FENCE) EXISTING GRADE WARNING SIGNELEVATION SECTION FLOW PROTECTED AREA CONCRETE WASHOUT AREA WITH STRAW BALES N.T.S.C501 6 BB NOTE: 1.CAN BE TWO STACKED BALES OR PARTIALLY EXCAVATED TO REACH 3 FT DEPTH CONSTRUCTION SPECIFICATIONS 1.LOCATE WASHOUT STRUCTURE A MINIMUM OF 100 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' T Y P . 4" 2"10' TYP. 10 ' T Y P . 1/8" DIA. STEEL WIRE 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.) PLAN SECTION B-B STAPLE DETAIL SILT FENCE NYS DEC DETAIL: SILT FENCE NOTES: 1.WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS WITH WIRE TIES OR STAPLES. POSTS SHALL BE STEEL EITHER "T" OR "U" TYPE OR HARDWOOD. 2.FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE FENCE WITH TIES SPACED EVERY 24" AT TOP AND MID SECTION. FENCE SHALL BE WOVEN WIRE, 6" MAXIMUM MESH OPENING. 3.WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER THEY SHALL BE OVER-LAPPED BY SIX INCHES AND FOLDED. FILTER CLOTH SHALL BE EITHER FILTER X, MIRAFI 100X, STABLINKA 140N, OR APPROVED EQUAL. 4.PREFABRICATED UNITS SHALL BE GEOFAB, ENVIROFENCE, OR APPROVED EQUAL. 5.MAINTENANCE SHALL BE PERFORMED AS NEEDED AND MATERIAL REMOVED WHEN "BULGES" DEVELOP IN THE SILT FENCE. FLOW 1 1 4" SQUARE HARDWOOD 36" MIN. FENCE POSTS, DRIVEN MIN. 16" INTO GROUND10' MAX. C. TO C. 16 " M I N . 20 " M I N . 36" MIN. FENCE POST WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING WITH FILTER CLOTH UNDISTURBED GROUND PERSPECTIVE VIEW SECTION VIEW COMPACTED SOIL FLOW 4" MIN. EMBED FILTER CLOTH A MIN. OF 6" IN GROUND FLOW WOVEN WIRE FENCE (MIN. 14 GAUGE W/ MAX. 6" MESH SPACING WITH FILTER CLOTH 6" MI N . HE I G H T O F FIL T E R = 1 8 " MIN . SYMBOL STABILIZED CONSTRUCTION ENTRANCE N.YS DEC DETAIL: STABILIZED CONSTRUCTION ACCESS CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE - USE 1-4 INCH STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 2.LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE A 30 FOOT MINIMUM LENGTH WOULD APPLY). 3.THICKNESS - NOT LESS THAN SIX (6) INCHES. 4.WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ENTRANCE TO SITE. 5.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 6.SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ACCESS SHALL BE PIPED BENEATH THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 7.MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 8.WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 9.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. C501 5 3'5:1 10 ' M I N . 12 ' M I N . 50' MIN. 6" MI N . 50' MIN. 12' MIN. PLAN VIEW EXISTING PAVEMENT MOUNTABLE BERM (OPTIONAL) EXISTING PAVEMENT FILTER CLOTHEXISTING GROUND EXISTING GROUND PROFILE VIEW SYMBOL COMPOST FILTER SOCK NYS DEC DETAIL: COMPOST FILTER SOCKC501 2 UNDISTURBED AREADISTURBED AREA BLOWN/PLACED FILTER MEDIA 2" X 2" WOODEN SPIKES PLACED 10' O.C. MIN 12" COMPOST FILTER SOCK PER THE NYSDEC 12 " MI N . EXISTING CONTOURS DISTURBED AREA UNDISTURBED AREA 8' 2" X 2" WOODEN STAKES PLACED 10' O.C. COMPOST FILTER SOCK MINIMUM (NONRESIDENTIAL) SIZE OF 12'' PER NYSDEC FLO W FLO W PLAN VIEW SECTION VIEW TEMPORARY SOIL STOCKPILE N.T.S.C501 1 MIN. SLOPE MIN. SLOPE SLOPE OR LESS1 2 NOTES: 1.AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY AND STABLE. 2.MAXIMUM SLOPE OF STOCKPILE SHALL BE 1V:2H. 3.UPON COMPLETION OF SOIL STOCKPILING, EACH PILE SHALL BE SURROUNDED WITH SILT FENCING, THEN STABILIZED WITH VEGETATION OR COVERED. 4.SEE SPECIFICATIONS AND DETAIL FOR INSTALLATION OF SILT FENCE. SILT FENCE C501 7 2:1 MAX SL O P E 4:1 TYP. SLO P E 2:1 MAX SL O P E 4:1 TYP. SL O P E 30 " P E R M E A B L E S O I L 4" M I N . 10 " BOTTOM WIDTH VARIES (SEE PLAN) BIO SOIL MIX UNDERDRAIN FILTER MATERIAL 6" PERFORATED UNDERDRAIN PIPE GEOTEXTILE FABRIC- MIRAFI 140N OR APPROVED EQUAL TOPSOIL PLANTED WITH FLOOD TOLERANT GRASSES DRY SWALE N.T.S.C501 3 STONE CHECK DAM NYS DEC DETAIL: STONE CHECK DAMC501 8 A A SLOPE SAME ELEVATION 1 1 1 1 1 22 1 H (Ft) SLOPE (FT/FT)X =1.5' MIN. B B 18" SYMBOL NOTES: 1.STONE WILL BE PLACED ON A FILTER FABRIC FOUNDATION TO THE LINES, GRADES AND LOCATIONS SHOWN IN THE PLAN. 2.SET SPACING OF CHECK DAMS TO ASSUME THAT THE ELEVATION OF THE CREST OF THE DOWNSTREAM DAM IS THE SAME ELEVATION OF THE TOE OF THE UPSTREAM DAM. 3.EXTEND THE STONE A MINIMUM OF 1.5 FEET BEYOND THE DITCH BANKS TO PREVENT OUTING AROUND THE DAM. 4.PROTECT THE CHANNEL DOWNSTREAM OF THE LOWEST CHECK DAM FROM SCOUR AND EROSION WITH STONE OR LINER AS APPROPRIATE. 5.ENSURE THAT CHANNEL APPURTENANCES SUCH AS CULVERT ENTRANCES BELOW CHECK DAMS ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONE. MAXIMUM DRAINAGE AREA 2 ACRES. PERMEABLE GEOTEXTILE FILTER FABRIC CUTOFF TRENCH DESIGN BOTTOM PERMEABLE GEOTEXTILE FILTER FABRIC CUTOFF TRENCH 18" WIDE, 6" DEEP TOE (x) SPACING VARIES DEPENDING ON CHANNEL SLOPE (H ) C R E S T 24 " M A X A T C E N T E R 6" 24 " M A X AT C E N T E R 9" MI N . SECTION A-A SECTION B-B PROFILE IMPERMEABLE LINER TO BE ADDED TO BOTTOM AND ALL SIDES OF CHANNEL ADJACENT ROADWAY PEA GRAVEL DIAPHRAGM 12" MIN WIDTH 24 " M I N D E P T H C501 CONSTRUCTION DETAILS DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS NOTE:DETAILS ARE INDICATIVE FOR PERMITTING PURPOSES AND MAY BE REPLACED WITH SIMILAR ALTERNATIVES C502 1 FINAL GRADE WARNING MARKER OVER ENTIRE LENGTH SAND ENCASE CONDUIT 3" MIN. ON ALL SIDES. ENCASE CONDUIT (3" MIN ALL SIDES) SIZE AND QUANTITY OF CONDUITS TO BE DETERMINED. 18" 36" MIN. FOR SURFACE RESTORATION, SEE LIMITED USE PERVIOUS ACCESS ROAD DETAIL OR SOIL RESTORATION DETAIL 98% UNDER ROADS AND 90% UNDER VEGETATED SURFACES - COMPACTED BACKFILL ELECTRICAL CONDUIT TRENCH N.T.S. PEA GRAVEL DIAPHRAGM WITH VEGETATED FILTER STRIP N.T.S. 1' CLEAN WASHED PEA GRAVEL SEE ACCESS ROAD DETAIL GEOTEXTILE FABRIC (MIRAFI 140N OR APPROVED EQUAL) CONTRIBUTING SURFACE 150' MAX. 10% MAX. SLOPE 10' 2% MAX WIDTH VARIES - SEE PLANS 8% MAX MEET EXISTING GRADE NOTES: 1.PURPOSE: A PERMANENT PRACTICE USED TO REMOVE SEDIMENT FROM RUNOFF FROM IMPERVIOUS AREAS PRIOR TO REACHING SURFACE WATERS. 2.NO DEVELOPMENT IS ALLOWED ON FILTER STRIP AREA. 3.VEGETATED FILTER STRIPS MUST BE DELINEATED AND PERMANENTLY PROTECTED THROUGH ESTABLISHMENT OF A LEGAL CONSERVATION EASEMENT. FILTER STRIP 2' - 0 " TEMPORARY LAYDOWN YARD SECTION NOT TO SCALE CONSTRUCTION SPECIFICATIONS: 1.STONE SIZE - USE 6 INCHES OF SUBBASE COURSE, NYSDOT CRUSHER RUN, TYPE 2 STONE OR APPROVED EQUAL. 2.THICKNESS - NOT LESS THAN SIX (6) INCHES. 3.GEOTEXTILE - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING OF STONE. 4.A MOUNTABLE BERM SHALL BE PROVIDED ON THE UPHILL SIDE OF THE TEMPORARY STAGING AREA WITH 5:1 SLOPES. 5.MAINTENANCE - THE TEMPORARY LAYDOWN AREA SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHT OF WAY, ALL SEDIMENT SPILLED, DROPPED, WASHED, OR TRACKED ONTO PUBLIC RIGHTS OF WAY MUST BE REMOVED IMMEDIATELY. 6.WHEN WASHING OF MATERIAL/EQUIPMENT IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 7.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN EVENT. 8.WHEN CONSTRUCTION IS COMPLETE, REMOVE STONE AND GEOTEXTILE. TILL A MINIMUM OF 12" IN ORDER TO RESTORE THE ORIGINAL PROPERTIES OF THE SOIL. INSTALL 6" OF TOPSOIL AND SEED AND MULCH WITH PERMANENT SEED MIXTURE. SEE SHEET C002 FOR ADDITIONAL RESTORATION INFORMATION. 3'5:1 6" MI N . EXISTING PAVEMENT MOUNTABLE BERM ON UPHILL SIDE (OPTIONAL) MIRAFI 500X FILTER CLOTH OR APPROVED EQUAL EXISTING GROUND PROFILE VIEW UNDISTURBED AREA PLACED FILTER MEDIA 2" X 2" WOODEN SPIKES PLACED 10' O.C. COMPOST FILTER SOCK 12 " MI N . 24' WIDE FIXED KNOT FARM FENCE DOUBLE SWING GATE N.T.S. ALL JOINTS ARE WELDED TO MAKE A RIGID FRAME BRACE RAIL CENTER GATE STOP OR APPROVED EQUAL DROP BAR OR APPROVED EQUAL PROVISION PROVISION FOR PADLOCK AND KNOX BOX SIGN IDENTIFYING OWNER AND EMERGENCY CONTACT FIXED KNOT WIRE MESH OR APPROVED EQUAL 8' (TYP.) MATCH FENCE HEIGHT 6" MIN. 12" MIN. DIA. (TYP.) 4' MIN. ADJUST TO FROST DEPTH PER GEOTECH REPORT (TYP.) 24' WIDE OPENING MIN. HINGE POST (TYP.) 3" CLEAR NOTES 1.INSTALL ALL FENCING COMPONENTS PER MANUFACTURES SPECIFICATIONS. 2.ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. 3.HINGE POSTS MAY BE TIMBER IF CONTRACTOR DESIRES, TIMBER HINGE POSTS DO NOT NEED TO BE SET IN CONCRETE. UTILIZE HINGE THRU BOLTS TO CONNECT TO TIMBER HINGE POSTS OR LAG SCREWS, PER MANUFACTURERS RECOMMENDATIONS. 4.IF CONTRACTOR UTILIZES METAL HINGE POST THAN POSTS SHALL BE SET IN CONCRETE AS SHOWN ON DETAIL. 5.BRACING REQUIRED AT FOR ALL GATES. SEE FIXED KNOT FARM FENCE DETAIL. 6.FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK® PRO, 12.5 GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR APPROVED EQUAL 7.BRACE RAIL SHOWN FOR REFERENCE ADDITIONAL BRACE RAILS MAY BE REQUIRED (NOT SHOWN) OR TRUSS RODS MAY BE REQUIRED PER MANUFACTURES RECOMMENDATIONS FIXED KNOT WIRE MESH OR APPROVED EQUAL ALL JOINTS ARE WELDED TO MAKE A RIGID FRAME PROVISION FOR PAD LOCK LATCH POST POST TOP 3" CLEAR 4' WIDE OPENING MIN. HINGE POST 8' (TYP.) MATCH FENCE HEIGHT ROUND POST HINGE (TYP.) 6" MIN. 12" MIN. DIA. (TYP.) 4' MIN. ADJUST TO FROST DEPTH PER GEOTECH REPORT (TYP.) NOTES 1.INSTALL ALL FENCING COMPONENTS PER MANUFACTURES SPECIFICATIONS. 2.ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. 3.HINGE POSTS MAY BE TIMBER IF CONTRACTOR DESIRES, TIMBER HINGE POSTS DO NOT NEED TO BE SET IN CONCRETE. UTILIZE HINGE THRU BOLTS TO CONNECT TO TIMBER HINGE POSTS OR LAG SCREWS, PER MANUFACTURERS RECOMMENDATIONS. 4.IF CONTRACTOR UTILIZES METAL HINGE POST THAN POSTS SHALL BE SET IN CONCRETE AS SHOWN ON DETAIL. 5.BRACING REQUIRED AT FOR ALL GATES. SEE FIXED KNOT FARM FENCE DETAIL. 6.FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK® PRO, 12.5 GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR APPROVED EQUAL 7.BRACE RAILS AND/ OR TRUSS RODS ARE NOT SHOWN, MAY BE REQUIRED PER MANUFACTURES RECOMMENDATIONS FIXED KNOT FARM PERSONNEL GATE N.T.S. N.T.S. FIXED KNOT FARM FENCE CORNER OR END POST WIRE STRAINER 12.5 GAUGE TENSILE WIRE BRACE PIN BRACE PIN TOP POST / BRACE RAIL BRACE POST LINE POST ALL FENCE WIRE TO BE MIN. 2" ABOVE GROUND NOTES 1.INSTALL ALL FENCING COMPONENTS PER MANUFACTURES SPECIFICATIONS. 2.ALL FENCING AND HARDWARE SHALL BE GALVANIZED, UNLESS OTHERWISE NOTED. 3.ALL SQUARE POSTS TO BE MIN. 5"X5" NOMINAL SIZE OR ROUND POST WITH MIN. 5" OR 6" DIAMETER PRESSURE TREATED WOOD OR APPROVED EQUAL. PREFER POSTS TO HAVE A CHAMFERED TOP. 4.ALL LINE POST TO BE SET TO A MIN. DEPTH OF 4' BELOW GRADE, ALL CORNER, END OR GATE POSTS SHALL BE SET TO A MIN. DEPTH OF 6' BELOW GRADE, UNLESS OTHERWISE NOTED. 5.FIXED KNOT WIRE MESH TO BE BEKAERT SOLIDLOCK® PRO, 12.5 GAUGE, CLASS 3 GALVANIZED, 6" VERTICAL SPACING OR APPROVED EQUAL. 6.BRACING IS REQUIRED AT ALL CORNER, END, AND GATE POSTS. DOUBLE BRACING (TWO BRACE ASSEMBLIES IN A ROW) SHOULD BE USED FOR STRAIGHT RUNS OF FENCE THAT EXCEED 1,000 LF. AN ADDITIONAL BRACE ASSEMBLY SHOULD BE INSTALLED MID SPAN FOR STRAIGHT RUNS OF FENCE THAT EXCEED 1,320 LF. ADDITIONAL BRACING MAY BE STILL BE REQUIRED OVER UNEVEN TERRAIN, CONTRACTOR SHALL INSTALL ADDITIONAL BRACING AS NEEDED IF DEFLECTION IS NOTICED DURING TENSIONING. FIXED KNOT WIRE MESH TYP. SEE NOTE 5. 2 X H MIN. 2.5 X H PREFERRED H = 8' 10' O.C. INCREASING SPACING MUST BE PRE-APPROVED BY OWNER BURY DEPTH SEE NOTE 4 C502 2 C502 8 C502 6 C502 7 C502 3 MAX 20' FINISHED GRADE MODULE RACK 1X PORTRAIT @ +/-60° TILT SOLAR ARRAY RACK DETAIL N.T.S.C502 5 C502 4 TYPICAL PAVED AREA TYPICAL GRASS AREA NOTE: 1.FINAL LOCATION OF BOLLARDS SHALL BE APPROVED BY THE OWNER OR ARCHITECT/ENGINEER. 3'- 6 " BOLLARD N.T.S. 6" 8" MIN. 2" 3'- 6 " DOMED CONCRETE FILL 6" O.D. STEEL PIPE WITH PLASTIC SLEEVE (YELLOW) DOMED IN GRASS AREA 4000 PSI CONCRETE UNDISTURBED EARTH OR 18" SONOTUBE SUBBASE COURSE FLUSH IN CONCRETE OR PAVED AREA 8' PANEL ROW SPACING C502 CONSTRUCTION DETAILS DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS NOTE:DETAILS ARE INDICATIVE FOR PERMITTING PURPOSES AND MAY BE REPLACED WITH SIMILAR ALTERNATIVES STORM SEWER TO EXTEND INTO THE MANHOLE ONLY TO A POINT WHERE OUTSIDE OF SEWER MEETS THE INSIDE WALL OF THE MANHOLE OPENING FOR PIPE TO BE PRECAST OR MACHINE CORED. CONNECTION TO BE RESILIENT AND WATER TIGHT PROPOSED 12'' DIAMETER ORIFICE WITH TRASH RACK 4' x 4' SQUARE CATCH BASIN OR AS SPECIFIED ON PLANS PROPOSED 12'' DIAMETER HDPE STORM PIPE (SEE GRADING & EROSION CONTROL PLAN SHEET C012 FOR LOCATION) PLAN PROPOSED 12'' DIAMETER HDPE STORM PIPE (SEE GRADING & EROSION CONTROL PLAN SHEET C012 FOR INVERT AND LOCATION). PRECAST TOP SLAB WITH ECCENTIC OPENING (ASTM C-478) COMPACTED SELECT BACKFILL 48'' HEAVY DUTY FRAME AND GRATE. (SOLID RIM ELEVATION SEE GRADING & EROSION CONTROL PLAN SHEET C012) MANHOLE FRAME TO BE SET IN PORTLAND CEMENT MORTAR. GRADE RINGS AND BRICE COURSES (2 MAX.) USED TO ADJUST COVER TO REQUIRED ELEVATION. SEWER BRICK TO BE ASTM C-32 PRECAST CONCRETE (ASTM C-478) 6'' MIN. THICK PROPOSED 12'' DIAMETER ORIFICE WITH STORMRAX HDPE STRUCTURAL PLASTIC TRASH RACK BY CONTECH OR APPROVED EQUIVALENT. 4'' MINIMUM CLEAR OF ORIFICE IN ALL DIRECTIONS. SEE GRADING & EROSION CONTROL PLAN SHEET C401 FOR INVERT PROPOSED 6'' THICK CONCRETE WEIR WALL (SEE ORIFICE DETAIL, THIS SHEET) 3' 12 " 2'- 5 ' ' 1'- 1 0 ' ' 2'- 0 ' ' 1' - 6 ' ' 1' - 8 ' ' 2'- 10 ' ' 2'-6'' LEVEL SPREADER N.T.S. 3'-0" 3'-0" CLEAN CRUSHED STONE GEOTEXTILE FABRIC (MIRAFI 140N OR APPROVED EQUAL) SLOPE (SEE PLANS) 2" - 4 " D R O P 3'- 0 " MAINTENANCE NOTES 1.LEVEL SPREADERS SHOULD BE INSPECTED EVERY 2 TO 3 YEARS FOR EXCESS SEDIMENTATION AND CLOGGING. REPLACE MATERIAL IF NECESSARY. 2.CONTRACTOR TO PROVIDE AS-BUILTS TO THE TOWN OF THE SIZE AND LOCATIONS OF THE SPREADERS. 6.GEOTEXTILE FILTER FABRIC SHALL BE PLACED ON TOP OF THE GRAVEL DIAPHRAGMS DURING CONSTRUCTION TO MINIMIZE CLOGGING OF VOID SPACES. GRAVEL ACCESS ROAD SECTION N.T.S. FINISH GRADE RESTORE LAWN DISTURBED BY CONSTRUCTION AND PROVIDE NEW 4" MINIMUM DEPTH MECHANICALLY SCREENED TOPSOIL (TYP) COMPACTED SUBBGRADE 16" SUBBASE COURSE 6" GEOTEXTILE FABRIC - MIRAFI 500X OR APPROVED EQUAL APPLICATION NOTES: A.THE PURPOSE OF EROSION MATTING ON SLOPES IS TO REDUCE EROSION AND AID THE ESTABLISHMENT OF VEGETATION B.EROSION CONTROL MATTING SHALL BE USED FOR THE FOLLOWING REASONS: * SLOPES GREATER THAN 3H:1V OR WHERE ORDERED BY ENGINEER * AREAS WHERE SEED AND MULCH WILL NOT STAY IN PLACE ALONE * WHERE SEEDING IS OUTSIDE THE GROWING SEASON. GENERAL NOTES: 1.GRADE AND SMOOTH THE SLOPE TO PROVIDE GOOD MATTING TO SOIL SURFACE CONTACT. 2.APPLY FERTILIZER, LIME, AND SEED PRIOR TO PLACING MATTING.3.ANCHOR MATTING AS SHOWN, UTILIZING ANCHOR STAPLES. STAPLE PLACEMENT SHALL BE DETERMINED BY THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4.UNROLL EROSION MATTING VERTICALLY DOWN SLOPE IN THE DIRECTION OF WATER FLOW. 5.OVERLAP UPPER MATTING OVER LOWER MATTING AS SHOWN, AND AS DIRECTED BY MANUFACTURER. 6.OVERLAP ADJACENT MATTING AS SHOWN, AND AS DIRECTED BY MANUFACTURER. 7.CUT EXCESS MATTING AT END OF SLOPE AND ANCHOR THE END. 8.EROSION MATTING SHALL BE INSPECTED EVERY SEVEN (7) CALENDAR DAYS AND WITHIN 24 HOURS OF A STORM EVENT OF 12" OR GREATER. 9.EROSION MATTING SHALL BE REPAIRED AND RESTAPLED AS NECESSARY TO ENSURE PROPER FUNCTION. 6" MIN. 6" MIN. 6" BIORETENTION N.T.S. DRAINAGE GRAVEL MAX. PONDING/ OVERFLOW ELEV.RIM OF CB 3.0H 1V 6" PERFORATED PVC @ 0.2%SUBGRADE OR EXISTING SOIL FILTER FABRIC 30 " M I N . 12" STONE DRAINAGE LAYER 3" MIN. SHREDDED HARDWOOD MULCH 12" MAX PONDING HEIGHT FILTER MEDIA GRAVEL EXTENTSEXTENTS OF CONCRETE PAD ELECTRICAL EQUIPMENT CONCRETE PAD N.T.S. GEOTEXTILE FABRIC (MIRAFI 180N OR APPROVED EQUAL) MIN. 6", 3/4" STONE 6", 3/4" CRUSHED STONE MIN.12" STRUCTURAL FILL MIN. 6" (TYP.) MIN. 36" (TYP.) FINISH GRADE COMPACTED SUBGRADE (SUITABLE SOIL MATERIAL) BEDDING SAND MIN. 6" COVER ELEC. CONDUIT SIZE VARIES 3" COMPACTED SAND SEE STRUCTURAL DRAWINGS FOR CONCRETE PAD DETAILSMIN. 4" SLAB ABOVE GRADE MIN. 4", 1-1/2" STONE, FLUSH WITH PAD C503 4 C503 8 C503 5 C503 6 N.T.S. OVERFLOW WEIR GEOTEXTILE BASE TO DETERMINED BY GEOTECHNICAL ENGINEER WIDTH VARIES (SEE PLAN) EMERGENCY SPILLWAY ELEVATION VARIES (SEE PLAN) TOP OF BANK VARIES (SEE PLAN) MEDIUM STONE FILL NYSDOT ITEM 304-2.02 TYPE 4 C503 7 OUTLET CONTROL STRUCTURE DETAIL N.T.S.C503 1 ROLLED EROSION CONTROL PRODUCT N.T.S.C503 2 LOW FLOW ORIFICE TRASH RACK DETAIL N.T.S.C503 3 LOW FLOW ORIFICE TRASH RACK SEE DETAIL THIS SHEET PROPERLY COMPACTED CRUSHED STONE, NYSDOT MIX NO.1 & 2 TO SPRINGLINE OF HIGHEST PIPE ENSURE BACKFILL IS PLACED UNDER PIPE AND PROPERLY COMPACTED, TYP. PROVIDE A-LOK WATER-STOP GASKET. SEAL ANNULAR VOID WITH NON SHRINK GROUT, TYP. OPENING OF EQUAL SIZE & SHAPE OF GRATE OR COVER FLOW DIFFUSER N.Y.S. DEC DETAIL: FLOW DIFFUSER DITCH SLIDE SLOPE D50 ROCK SIZE = VARIES (TYP. 6" OR LESS WITH MAX. D50 = 9") C503 9 2'6' MIN. 1' MI N . AVG. L = 3'6"6" 102 102 101 15 0 ' M I N . L E N G T H 96 100 99 98 97 99 101 100 100 97 98 96 98 98 W (VARIES) A A B B 1' SECTION A-A: ROADWAY 6" SECTION B-B: DITCH BOTTOM EXISTING GROUND STORMWATER CONVEYANCE TO DIFFUSER PONDING AREA DRAINAGE FABRIC DRAINAGE FABRIC NATIVE MATERIAL TYPICAL PLAN VIEW FLOW DIFFUSER LENGTH MEASURED TO THIS POINT AT EACH END NOTES: 1.TYPICAL ELEVATIONS SHOWN HERE ARE TO ILLUSTRATE THE OPERATION OF THE FLOW DIFFUSER. VEGETATED RECEIVING AREA <= 30% SLOPE DRAINAGE FABRIC EXTEND UNDER LIMITS OF FILL ON ENDS 6" ADDITIONAL BERM HEIGHT AT BOTH ENDS OF THE FLOW DIFFUSER TO PREVENT WASHOUT AT ENDS POOLING AREA AND DEBRIS COLLECTION DIVERSION SWALE EXISTING DRAINAGE PATTERN (TYP.) END SECTION N.T.S.C503 10 A A LIGHT STONE FILLING GALVANIZED STEEL END SECTION LIGHT STONE FILLING NYSDOT ITEM 620.03 1:3 MAX SLOPE 10' MIN. 8' MINIMUM PLAN STORM SEWER GALVANIZED STEEL END SECTION GEOTEXTILE SEPARATION FABRIC PLACEMENT THICKNESS: LIGHT - 18" WITH AT CULVERT END = 6' MIN. STORM SEWER GALVANIZED STEEL END SECTIONLIGHT STONE FILLING NYSDOT ITEM 620.03 1:3 MAX SLOPE 10' MIN. GEOTEXTILE SEPARATION FABRIC STORM SEWER SECTION A-A INLET OUTLET PLACEMENT THICKNESS: LIGHT - 18" IMPERMEABLE FABRIC LAYER C503 CONSTRUCTION DETAILS DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS NOTE:DETAILS ARE INDICATIVE FOR PERMITTING PURPOSES AND MAY BE REPLACED WITH SIMILAR ALTERNATIVES N.T.S.C504 2 VARIES (24' MAX.) VARIES (24' MAX.) 8" M I N . PLAN TYPICAL CUT SECTION LIMITED USE PERVIOUS ACCESS ROAD - 0% TO 10% SLOPES VARIES (24' MAX.)8" M I N . TYPICAL FILL SECTION GRAVEL MATERIAL GEOGRID MATERIAL, PRESTO GEOSYSTEMS GEOWEB LOAD SUPPORT SYSTEM (OR APPROVED EQUAL) LIMITED USE ACCESS ROAD TO BE FLUSH WITH ENTRANCE AND MATCH EXISTING ELEVATION EXISTING GRADE GEOTEXTILE FABRIC TO BE USED IN PLACID SOIL AREAS ONLY EXISTING SUBGRADE EXISTING GRADE CUT LINE FILL CUT AREA WITH GRAVEL MATERIAL GEOWEB SYSTEM (TYP.) GEOTEXTILE FABRIC EXISTING GRADE GEOTEXTILE FABRICCOMPACTED EXISTING SUBGRADE, PREPARED SUBGRADE CBR=2.0% FILL AREA WITH GRAVEL MATERIAL 6" THICK GEOWEB SYSTEM (TYP.) COMPACTED EXISTING SUBGRADE, PREPARED SUBGRADE CBR=2.0% 1:4 SLOPE TO EXISTING GRADE 12" MIN. GRAVEL MATERIAL 2" WE A R SU R F A C E ATRA ANCHOR 24 " NO. 4 (1/2") BAR ATRA STAKE CLIP PERMEABLE ACCESS ROAD GENERAL NOTES: 1.USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E. PROVIDE ACCESS FOR MOWING EQUIPMENT REPAIR OR MAINTENANCE, ETC.) 2.LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESS ASSOCIATED WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. 3.REMOVE STUMPS, ROCKS AND DEBRIS AS NECESSARY, FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND COMPACTION LEVEL. 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 STORMWATER DRAINAGE. 5.GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOIL AND DESIRED ELEVATION. MINOR GRADING FOR CROSS SLOPE CUT AND FILL MAY BE REQUIRED. 6.REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA THAT IMPEDES STORMWATER DRAINAGE. 7.ROADWAY WIDTH TO BE DETERMINED BY CLIENT. 8.THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2% IN MOST CASES AND SHOULD NOT EXCEED 5%. THE LONGITUDINAL SLOPE OF THE ACCESS DRIVE SHOULD NOT EXCEED 15%. 9.LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICH MAY SUBJECT THE ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FOR POST-CONSTRUCTION USE, SOIL RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING CONDITIONS AND SHOULD BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET ALONG THE PROPOSED ROADWAY. 10.TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF THE LIMITED USE PERVIOUS ACCESS IS COMPLETED DURING INITIAL PHASES OF CONSTRUCTION, A STANDARD NEW YOK STATE STABILIZED CONSTRUCTION ACCESS SHALL BE CONSTRUCTED AND UTILIZED TO REMOVE SEDIMENT FROM CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY LOCATION ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF SEDIMENT IS OBSERVED WITHIN THE CLEAN STONE. 11.THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS SUBJECT TO RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 12.PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY DRAINED AREAS, HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS DETAILED IN FOLLOWING NOTES. 13.THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOW COULD NOT BE AVOIDED. THE INTENTION OF THIS DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, HOWEVER WHEN DEALING WITH 5%-15% GRADES NOT PARALLEL TO THE CONTOUR, A ROADSIDE DITCH MAY BE REQUIRED. THE NYS STANDARDS AND SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROLS FOR GRASSED WATERWAYS AND VEGETATED WATERWAYS ARE APPLICABLE FOR SIZING AND STABILIZATION. DIMENSIONS FOR THE GRASSED WATERWAY SPECIFICATION WOULD BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS PRACTICE. RUNOFF DISCHARGES WILL BE SUBJECT TO THE OUTLET REQUIREMENTS OF THE REFERENCED STANDARD. INCREASED POST-DEVELOPMENT RUNOFF FROM THE ASSOCIATED ROADSIDE DITCH MAY REQUIRE ADDITIONAL PRACTICES TO ATTENUATE RUNOFF TO PRE-DEVELOPMENT CONDITIONS. 14.IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE PERVIOUS ACCESS ROAD WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSIST OF UNIFORM VEGETATION (I.E. BUFFER), 20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRUCTION OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL STABILIZATION FOR THE LIFE OF THE ACCESS ROAD. 15.THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USE PERVIOUS ACCESS ROAD IN THEIR SITE ASSESSMENT/HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HAS BEEN ALTERED FROM PRE- TO POST-DEVELOPMENT CONDITIONS (SEE APPENDIX A OF GP-0-20-001 FOR THE DEFINITION OF “ALTER THE HYDROLOGY…”), THE DESIGN MUST INCLUDE THE NECESSARY DETENTION/RETENTION PRACTICES TO ATTENUATE THE RATES (10 AND 100 YEAR EVENTS) TO PRE-DEVELOPMENT CONDITIONS. GEOGRID MATERIAL NOTES: 1.THE GEOGRID, OR COMPARABLE PRODUCT, IS INTENDED FOR USE FOR ALL CONDITIONS, IN ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS AND PRESERVE ACCESS LOADS. 2.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4” CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 3.GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL. GEOGRID SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 4.IF MORE THAN ONE ROLL WIDTH IS REQUIRED, ROLLS SHOULD OVERLAP A MINIMUM OF SIX INCHES. 5.REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND CONNECTIONS. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4” CRUSHED STONE MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. BASIS OF DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE, PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRAFI.COM GEOWEB MATERIAL NOTES: 1.THE GEOWEB, OR COMPARABLE PRODUCT, IS SUGGESTED FOR USE ON ROAD PROFILES EXCEEDING 10%. THE GEOWEB PRODUCT IS INTENDED TO LIMIT SHIFTING STONE MATERIAL DURING USE. 2.INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 3.WHERE REQUIRED, A NATIVE SOIL WEDGE SHALL BE PLACED TO ACCOMMODATE ROAD CROSS SLOPE OF 2%. NATIVE SOIL SHALL BE COMPACTED TO MATCH EXISTING SOIL CONDITIONS. 4.GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4” CLEAN, DURABLE, SHARP-ANGLED CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATIONS OF NYSDOT ITEM 703-02, SIZE DESIGNATION 3-5 OF TABLE 703-4. STONE MAY BE PLACED IN FRONT OF, AND SPREAD WITH, A TRACKED VEHICLE. GRAVEL SHALL NOT BE COMPACTED. 5.GEOWEB SYSTEM SHALL BE PRESTO GEOSYSTEM GEOWEB OR APPROVED EQUAL. GEOWEB SHALL BE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD SLOPES. 6.LIMITED USE PERVIOUS ACCESS ROAD SHALL BE TOP DRESSED AS REQUIRED WITH ONLY 1-4” CRUSHED STONE, SIZE 3A, MEETING NYSDOT ITEM 703-02 SPECIFICATIONS. 7.THE TOP EDGES OF ADJACENT CELL WALLS SHALL BE FLUSH WHEN CONNECTING. ALIGN THE I-SLOTS FOR INTERLEAF AND END TO END CONNECTIONS. THE GEOWEB PANELS SHALL BE CONNECTED WITH ATRA KEYS AT EACH INTERLEAD AND END TO END CONNECTIONS. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER INSTALLATION, TYING AND CONNECTIONS. 8.PREPARE THE SUBGRADE AS SHOWN ON THE CONSTRUCTION DRAWINGS. 9.COMPACT THE SOIL TO A MINIMUM 95% STANDARD PROCTOR. 10.VERIFY THAT THE SUBGRADE STRENGTH. IF UNACCEPTABLE, THE SOILS SHALL BE REMOVED AND REPLACED AS DIRECTED BY THE ENGINEER. 11.WHERE REQUIRED, PROVIDE GEOTEXTILE SEPARATION LAYER. 12.WHERE REQUIRED, PLACE AND COMPACT SUBBASE MATERIAL TO A MINIMUM 95% STANDARD PROCTOR. 13.EXPAND THE GEOWEB SECTIONS INTO POSITION AND CONNECT THE END TO END INTERLEAF CONNECTIONS WITH ATRA KEYS. 14.PLACE THE SPECIFIED INFILL MATERIAL TO 2 INCHES ABOVE CELL WALLS AND COMPACT TO A MINIMUM 95% STANDARD PROCTOR. 15.PROVIDE ADDITIONAL SURFACE MATERIAL, AS SPECIFIED. BASIS OF DESIGN: PRESTO GEOSYSTEMS GEOWEB; 670 NORTH PERKINS STREET, APPLETON, WI; 800-548-3424 OR 920-738-1222; INFOR@PRESTOGEO.COM; WWW.PRESTOGEO.COM 20' WIDTH SEE PLANS FOR LENGTHS 10'11' 6" 12 " MI N . PLAN VIEW SECTION B-B SECTION A-A DIRECTION OF FLOW 12 " MI N . B B AA DOWNSTREAM/DOWNHILL LOW WATER CROSSING DETAIL N.T.S.C504 1 LOW WATER CROSSING NOTES 1.GEOTEXTILE SHALL BE MIRAFI RS380I OR APPROVED EQUIVALENT. 2.CONTRACTOR SHALL ENSURE THE BELLY OF THE LOW WATER CROSSING IS INSTALLED IN A MANNER THAT MATCHES THE ADJACENT GRADES ON BOTH UPSTREAM AND DOWNSTREAM SIDES OF THE ROAD. 3.THE LOW WATER CROSSING LOCATION(S) WAS BASED ON EXISTING TOPOGRAPHY AS SURVEYED. FIELD VERIFY LOCATION AND ADJUST ACCORDINGLY TO CAPTURE AND CONVEY FLOWS IN A NON-EROSIVE MANNER. TRANSITION POINT TRANSITION POINT LIME STABILIZED SUBGRADE CLEAN 4" DIAM. AGGREGATE COMPACTED NATIVE SOIL CLEAN 4" DIAM. AGGREGATE MATCH DOWNSTREAM ELEVATIONS MATCH UPSTREAM ELEVATIONS GEOTEXTILE TRANSITION POINTTRANSITION POINT ACCESS ROADACCESS ROAD C504 CONSTRUCTION DETAILS DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE UE LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LODLODLODLODLODLODLODLODLOD LOD LOD NOW OR FORMERLY PARKER FAMILY LIMITED PARTNERSHIP, BY BRUCE PARKER AND CAROL PARKER TAX ACCT: 49-1-26.4 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.3 NOW OR FORMERLY JOHN M. ORAK AND STEPHANIE ORAK TAX ACCT: 49-1-12.2 NOW OR FORMERLY SOUTH HILL RENTALS, LLC TAX ACCT: 49-1-13 NOW OR FORMERLY ERIC S. LEVINE TAX ACCT: 49-1-17.4 NOW OR FORMERLY TROY HEIGHTS, LLC TAX ACCT: 49-1-26.2 NOW OR FORMERLY KURT LICHTMANN TAX ACCT: 49-1-15.2 NOW OR FORMERLY THOMAS J PFAFF AND JANICE PFAFF TAX ACCT: 49-1-10 NOW OR FORMERLY EDWARD SHIPOS AND JUNE SHIPOS TAX ACCT: 49-1-14 NOW OR FORMERLY ERIC LEVINE AND ANNE LEVINE TAX ACCT: 49-1-17.3 NOW OR FORMERLY MICHAEL F CARR AND LORI K CARR TAX ACCT: 49-1-16 NOW OR FORMERLY JEFFREY LACOVELLI AND SALLY LACOVELLI TAX ACCT: 44-1-5.2 NOW OR FORMERLY CHERYL A WELSH AND MARK WELSH TAX ACCT: 44-1-5.3 NOW OR FORMERLY JOHN W WHITE TAX ACCT: 44-1-4.58 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.57 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.56 NOW OR FORMERLY NANCY S QUARRIER TAX ACCT: 44-1-4.55 NOW OR FORMERLY JESSICA CAVIN DEBRA LANKFORD DEBRA LANKFORD TAX ACCT: 44-1-4.54 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY TOWN OF ITHACA TAX ACCT: 44-1-5.1 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE TR O Y R O A D 75 ' S I D E Y A R D SE T B A C K 75' FRONT YARD SETBACK 75 ' S I D E Y A R D SE T B A C K 75' R E A R Y A R D SET B A C K 75' R E A R Y A R D SETB A C K TR O Y R O A D DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS L101 LANDSCAPE PLAN L101 1 LANDSCAPE PLAN SCALE: 1" = 80' N 0'80'160'240' MATCHLINE SEE SHEET L102 LEGEND PROPOSED DESCRIPTION SCREEN BUFFER MODULE POLLINATOR SEED MIX - APPROX 22,130 SF WET AREA SEED MIX - APPROX 294,700 SF ARRAY AREA SEED MIX - APPROX 1,064,100 SF NOTES 1.SEE SHEET L103 FOR BUFFER MODULE DETAILS, PLANT MATERIALS - SPECIES LIST AND QUANTITIES. 2.BUFFER MODULE QUANTITIES: A. BUFFER MODULE: 9 FULL MODULE / 3 PARTIAL MODULE 3.SEE SHEET L103 FOR PLANTING AND SEEDING SPECIFICATIONS AND DETAILS . OVERALL QTY - FULL SITE OVERALL QTY - FULL SITE OVERALL QTY - FULL SITE MARCH 2026 DB RPK 02/28/2027 C:\Users\BRush\Documents\Seals & Signatures\RPK_Signed.png LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD NOW OR FORMERLY WILLIAM E. MURRAY AND JEANETTE M. MURRAY TAX ACCT: 49-1-17.1 NOW OR FORMERLY THOMAS HOWARTH TAX ACCT: 49-1-21.4 NOW OR FORMERLY NEW YORK STATE ELECTRIC AND GAS CORPORTATION TAX ACCT: 49-1-25 NOW OR FORMERLY JAMES E. SEMP TAX ACCT: 49-1-30 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 49-1-26.3 NOW OR FORMERLY BALLARD JUSTIN SMITH JESSICA PARRISH TAX ACCT: 44-1-4.52 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.51 NOW OR FORMERLY HERITAGE PARK TOWNHOUSES, INC TAX ACCT: 44-1-4.50 NOW OR FORMERLY COLE LACOVELLI KRYSTINA LACOVELLI TAX ACCT: 44-1-4.50 NOW OR FORMERLY NATHANIEL M VACANTI ELENA PANIZZA TAX ACCT: 44-1-4.48 NOW OR FORMERLY JOHN J FLAHERTY TAX ACCT: 44-1-4.47 OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE OE 75' FRONT YARD SETBACK 75' R E A R Y A R D SETB A C K DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS L102 LANDSCAPE PLAN L102 1 LANDSCAPE PLAN SCALE: 1" = 80' N 0'80'160'240' MATCHLINE SEE SHEET L101 LEGEND PROPOSED DESCRIPTION NOTES 1.SEE SHEET L103 FOR BUFFER MODULE DETAILS, PLANT MATERIALS - SPECIES LIST AND QUANTITIES. 2.BUFFER MODULE QUANTITIES: A. BUFFER MODULE: 9 FULL MODULE / 3 PARTIAL MODULE 3.SEE SHEET L103 FOR PLANTING AND SEEDING SPECIFICATIONS AND DETAILS . OVERALL QTY - FULL SITE OVERALL QTY - FULL SITE OVERALL QTY - FULL SITE MARCH 2026 DB RPK SCREEN BUFFER MODULE POLLINATOR SEED MIX - APPROX 22,130 SF WET AREA SEED MIX - APPROX 294,700 SF ARRAY AREA SEED MIX - APPROX 1,064,100 SF 02/28/2027 C:\Users\BRush\Documents\Seals & Signatures\RPK_Signed.png DRAWING NAME: 6/ 3 / 2 0 1 0 8 : 4 7 : 5 6 A M DRAWING NUMBER: DATE: ISSUED FOR: DRAWN BY: REVIEWED BY: PROJECT NUMBER: © 2025 LaBella Associates VE R S I O N 2 3 . 1 It is a violation of New York Education Law Art. 145 Sec. 7209 & Art. 147 Sec. 7307, 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. 300 State Street, Suite 201 Rochester, NY 14614 585-454-6110 labellapc.com CERTIFICATE OF AUTHORIZATION NUMBER: PROFESSIONAL ENGINEERING: LAND SURVEYING: GEOLOGICAL: EXP:EXP: SOA KS PERMIT JULY 2026 NEXAMP 101 SUMMER STREET BOSTON, MASSACHUSETTS 02110 BOMBER HEIGHTS SOLAR TROY ROAD ITHACA, NY 14850 2240665 - 137423 Revisions NO:DATE:DESCRIPTION: 1 04/03/2026 PER TOWN COMMENTS 2 05/27/2026 PER CLIENT COMMENTS 3 07/10/2026 PER TOWN COMMENTS L103 LANDSCAPE PLAN PLANT SCHEDULE TREES KEY QNT.SCIENTIFIC NAME COMMON NAME SIZE ROOT NOTES AC 11 ABIES CONCOLOR WHITE FIR 6-8' HT B&B JV 33 JUNIPERUS VIRGINIANA EASTERN RED CEDAR 4-5' HT B&B PG 22 PICEA GLAUCA WHITE SPRUCE 6-8' HT B&B PO 22 PICEA OMORIKA SERBIAN SPRUCE 6-8' HT B&B 100 FT 20 F T L103 1 SCREEN PLANTING MODULE SCALE: NOT TO SCALE ABBREVIATED NOTES FOR ALL SHEETS WIRTGB 1.CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING ALL PLANT AND MATERIAL QUANTITIES PRIOR TO BIDDING AND PROCUREMENT. 2.THE CONTRACTOR IS HEREBY NOTIFIED THAT UNDERGROUND UTILITIES MAY EXIST AND THEY SHOULD OBTAIN CURRENT UTILITY RECORD MAPS AND SHALL NOTIFY ALL UTILITY COMPANIES PRIOR TO COMMENCING WORK IN ACCORDANCE WITH. PER NYS CODE RULE 753, THE CONTRACTOR SHALL PROVIDE DUE AND TIMELY NOTICE TO UDIG-NY AT 1-800-962-7962 OR 811 AT LEAST TWO DAYS BUT NO MORE THAN TEN WORKING DAYS, NOT INCLUDING THE DATE OF EXCAVATION OR DEMOLITION (INCLUDING DRILLING, DRIVING POSTS, ETC.). THE CONTRACTOR SHALL COMPLY WITH ALL REQUIREMENTS OF NYS CODE RULE 753. 3.ALL PLANTS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF AMERICAN STANDARDS FOR NURSERY STOCK, LATEST EDITION, LATEST EDITION, ANSI Z60.1, AND SHALL MEET THE REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 611. ALL LAWNS, GROUND VEGETATION INCLUDING PREPARATION, ESTABLISHMENT AND MANAGAMENT MATERIALS AND METHODS SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF NYSDOT STANDARD SPECIFICATIONS SECTION 610. 4.ALL WOODY PLANT MATERIALS SHALL BE OBTAINED FROM NURSERY SOURCES OF SIMILAR HARDINESS ZONE, CLIMATE AND SOIL CONDITIONS TO THE PROJECT SITE. 5.IN ACCORDANCE WITH THE DRAWINGS AND SPECIFICATIONS, REMOVE AND IMMEDIATELY REPLACE ALL PLANTS, AS DETERMINED BY THE OWNER'S REPRESENTATIVE, THAT ARE MISSING, DEAD, DO NOT DEVELOP FROM PLANTING STOCK, ARE IN UNHEALTHY OR UNSIGHTLY CONDITION, AND HAVE LOST THEIR SHAPE DUE TO DEAD OR BROKEN BRANCHES OR OTHER CAUSES DUE TO CONTRACTOR'S NEGLIGENCE. CONTRACTOR SHALL BEAR THE COST OF COMPLETE REPLACEMENT(S). IN CASE OF QUESTIONS REGARDING CONDITION AND SATISFACTORY ESTABLISHMENT OF A REJECTED PLANT, THE OWNER'S REPRESENTATIVE'S DECISION IS FINAL. PROVIDE A GUARANTEE FOR ALL REPLACEMENT PLANTS FOR A MINIMUM OF ONE FULL GROWING SEASON. 6.CONTRACTOR SHALL RETAIN AND SUBMIT PLANTING MATERIALS RECEIPTS TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL. PLANTING STOCK IS TO BE MADE AVAILABLE IN ORIGINAL PACKAGING AND LABELING FOR INSPECTION BY THE OWNER'S REPRESENTATIVE PRIOR TO INSTALLATION. 7.NAMES OF WOODY PLANT MATERIALS SHALL COMPLY WITH "STANDARDIZED PLANT NAMES" AS ADOPTED BY THE LATEST EDITION OF THE AMERICAN JOINT COMMITTEE OF HORTICULTURAL NOMENCLATURE. PROVIDE STOCK TRUE TO BOTANICAL NAME AND LEGIBLY TAGGED. 8.PLANTED AREAS WILL BE INSPECTED AT COMPLETION OF INSTALLATION AND ACCEPTED SUBJECT TO COMPLIANCE WITH SPECIFIED MATERIALS AND INSTALLATION REQUIREMENTS. INSPECTION TO DETERMINE FINAL ACCEPTANCE OF PLANTED AREAS WILL BE MADE BY THE OWNER'S REPRESENTATIVE UPON CONTRACTORS REQUEST. PROVIDE NOTIFICATION AT LEAST 10 WORKING DAYS BEFORE REQUESTED INSPECTION DATE. PLANTED AREAS WILL BE ACCEPTED PROVIDED ALL MATERIALS ARE ALIVE AND IN A HEALTHY, VIGOROUS CONDITION. AFTER FINAL ACCEPTANCE AND AT THE END OF THE WARRANTY PERIOD, THE OWNER WILL ASSUME MAINTENANCE. 9.WARRANTY: A ONE YEAR GUARANTEE SHALL BE PROVIDED ON ALL NEW PLANTINGS FROM DATE OF FINAL ACCEPTANCE OF PLANTING INSTALLATION BY THE OWNER. 10.LANDSCAPE MATERIALS SHALL BE INSTALLED BY LOCAL CONTRACTORS FAMILIAR WITH REGIONAL AND LOCAL CONDITIONS WITH QUALIFIED EXPERIENCE IN SIMILAR INSTALLATIONS AND THAT EMPLOY NYS-CERTIFIED NURSERY PROFESSIONALS. 11.THE CONTRACTOR SHALL PERFORM A ROUGH FIELD STAKE OUT OF ALL PLANT MATERIALS . CONTACT THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL. LOCATIONS SHOWN ON THE PLAN CONVEY DESIGN INTENT ONLY. FINAL LOCATIONS WILL BE AS DIRECTED BY THE OWNER'S REPRESENTATIVE AT THE TIME OF INSTALLATION. 12.LOCATE TREES 5' MINIMUM FROM UNDERGROUND UTILITIES TO ROOT BALL. 13.LOCATE TREES 20' MINIMUM FROM OVERHEAD WIRES. 14.STAKE TREES IMMEDIATELY AFTER PLANTING. STAKES ARE TO BE REMOVED BY THE CONTRACTOR AT THE END OF THE WARRANTY PERIOD. 15.MULCH ALL TREE PLANTING PITS WITH 3 INCHES DEPTH NATURAL, UN-DYED, DOUBLE-GROUND HARDWOOD BARK MULCH. 16.CONTRACTOR SHALL PROVIDE A SPADE-CUT EDGE AROUND PLANTING PITS UNLESS OTHERWISE NOTED ON PLANS. 17.TOPSOIL SHALL BE FURNISHED FROM THE STOCKPILED ON-SITE MATERIAL. A.DETERMINE TOPSOIL SUITABILITY WITH SOIL TESTING; COLLECT SAMPLES AND PROVIDE THREE TESTS, MINIMUM, FROM ONSITE SOIL MATERIAL. TESTING: SOIL TEXTURE/GRADATION AND NUTRIENT ANALYSIS WITH PLANT ESTABLISHMENT RECOMMENDATIONS REPORT. B. ENGAGE A QUALIFIED SOIL LABORATORY AND/OR SOIL SCIENTIST TO DEVELOP A NUTRIENT MANAGEMENT PLAN TAILORED TO THE ESTABLISHEMENT OF WOODY PLANTING AND SEEDED HERBACEOUS VEGETATION. THE NUTRIENT MANAGEMENT PLAN SHALL SPECIFY SOIL AMENDMENTS, FERTILIZER AND ADDITIVES NECESSARY FOR THE ESTABLISHMENT AND MAINTENANCE OF THE SPECIFIED VEGETATION TYPES. C.IF EXISTING QUANTITY IS INSUFFICIENT TO MEET PROJECT NEEDS, FURNISH FROM OFF-SITE SOURCES IN QUANTITIES SUFFICIENT TO MEET SPECIFIED PROJECT REQUIREMENTS. TOPSOIL SHALL BE NATURAL, FRIABLE, FERTILE SOIL, CHARACTERISTIC OF PRODUCTIVE SOIL IN THE VICINITY, REASONABLE FREE FROM STONES, CLAY LUMPS, ROOTS AND OTHER FOREIGN MATTER WITH AN ACIDITY BETWEEN 6.0 AND 6.8 PH. PROPOSED TOPSOIL MATERIAL FROM OFF-SITE SOURCES SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE OWNER'S REPRESENTATIVE, PER SOIL TESTING RESULTS. SEE NOTES SHEET L100 FOR SOIL TESTING. 18.VERIFY DEPTH OF EXISTING TOPSOIL. PROVIDE TOPSOIL AS NEEDED FOR A MINIMUM OF 6" DEPTH TOPSOIL IN ALL AREAS TO BE SEEDED OR PLANTED. 33.PLANTING SOIL MIXTURE FOR TREE PITS: 4 PARTS EXISTING ON-SITE SURFACE SOIL OR STOCKPILED TOPSOIL; 1 PART APPROVED ORGANIC MATERIAL: COMPOST OR LEAF COMPOST. ADD AND INCORPORATE ORGANIC MATERIAL AND FERTILIZER TO INDIVIDUAL PLANTING PITS AS BACKFILL. 34.FERTILIZER FOR NEW PLANTINGS: NATURAL GRANULAR FERTILIZER WITH MYCORRHIZAL FUNGI WITH NPK 3-4-3 FORMULATION; PROVIDE ROOTS HEALTHY START ADVANCED MRT 3-4-3 BY LEBANON SEABOARD CORPORATION OR APPROVED EQUAL. APPLICATION RATES: EVERGREEN TREES 1.5 LBS, DECIDUOUS TREES 2.5 LBS, FLOWERING TREES 1.5 LBS, SHRUBS 0.5 LBS. 35.LAY OR STAKE OUT PLANTS AS INDICATED OR AS APPROVED IN THE FIELD. IF OBSTRUCTIONS ARE ENCOUNTERED THAT ARE NOT SHOWN ON THE DRAWINGS, DO NOT PROCEED PLANTING OPERATIONS UNTIL ALTERNATIVE PLANT LOCATIONS HAVE BEEN SELECTED. 36.WATERING BAGS OR HYDRATION SYSTEMS SHALL BE PROVIDED FOR ALL TREE PLANTINGS AND MAY BE USED FOR SHRUB PLANTINGS. WATERING BAGS OR HYDRATION SYSTEM UNITS SHALL BE APPROPRIATELY SIZED; PROVIDE MINIMUM 20-GALLON BAG CAPACITY OR 48-INCH DIA. SIZE HYDRATION UNIT. PROVIDE SPECIALLY-SHAPED HYDRATION UNITS OR WATERING BAGS FOR USE WITH EVERGREEN TREES AND SHRUBS. HYDRATION SYSTEM STANDARD OF QUALITY: TREEDIAPER TD48 ADVANCED HYDRATION SYSTEM BY ZYNNOVATION LLC OR APPROVED EQUAL. PRE-SOAK HYDRATION UNITS PRIOR TO INSTALLATION PER MANUFACTURER'S INSTRUCTIONS. 37.CONTRACTOR SHALL MAINTAIN PLANTS UNTIL FINAL ACCEPTANCE AND THROUGH THE WARRANTY PERIOD. MAINTENANCE SHALL INCLUDE WATERING AS REQUIRED FOR SATISFACTORY ESTABLISHMENT; MONITORING PLANT CONDITION; REPLENISHING MULCH; RESET SETTLED PLANTS OR CROOKED TREES TO PROPER GRADE AND POSITION; REMOVE AND REPLACE DEAD MATERIAL. 38.SEEDED VEGETATION: ALL DISTURBED AREAS NOT PAVED OR PLANTED, OR DESIGNATED TO REMAIN NATURAL, OR DESIGNATED FOR OTHER SURFACE TREATMENT SHALL BE SEEDED AND MULCHED TO ESTABLISH PERMANENT VEGETATION. 40.MULCH FOR SEEDING: STRAW CONSISTING OF STALKS OF OATS, WHEAT, RYE OR OTHER CROPS WHICH ARE FREE FROM NOXIOUS AND INVASIVE SPECIES, COMPLYING WITH NYSDOT 713-19. 41.SEED MIXES SHALL COMPLY WITH THE MATERIAL REQUIREMENTS OF 713-04 NYSDOT STANDARD SPECIFICATIONS. SEED ALL DISTURBED AREAS NOT PAVED, PLANTED, OR DESIGNATED TO REMAIN NATURAL OR FOR OTHER SURFACE TREATMENT. A.PERMANENT AND TEMPORARY SEED FOR STORMWATER MANAGEMENT- SEE SHEET EROSION CONTROL PLAN AND DETAILS AND THE SWPPP. B. ARRAY SEED MIXTURE - PROVIDE ERNST SOLAR FARM SEED MIX-ERNMX-186 MANUFACTURED BY ERNST CONSERVATION SEEDS OR APPROVED EQUAL. SEED MIX SHALL CONSIST OF THE FOLLOWING: % WEIGHT % PURITY CREEPING RED FESCUE 45.5 85 HARD FESCUE, 'STURGEON' 15 85 HARD FESCUE, 'SWORD II' 15 85 CHEWINGS FESCUE 10 97 KENTUCKY BLUEGRASS, 'NAVY' 5 97 KENTUCKY BLUEGRASS, 'WILDHORSE' 5 97 WHITE CLOVER, DUTCH 4.5 97 SEEDING RATE: 4 LBS. PER 1,000 SQ. FT. ; MECHANICAL - BROADCAST OR DRILL SEEDING METHOD. ALTERNATIVELY, HYDROSEEDING AS APPROVED BY OWNER'S REPRESENTATIVE. FERTILIZER: GRANULAR, NPK FORMULATION 2:1:1 WITH MIN. 50% WATER INSOLUBLE NITROGEN; COMPLYING WITH NYSDOT 713-04 TYPE A FERTILIZER APPLICATION RATE: TO SUPPLY 1 LB. OF NITROGEN PER SQ. FT. MULCH: MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 2,000 LBS. PER ACRE WITH NON-ASPHALTIC TACKIFIER OR HYDROSEED USING HYDROSTRAW HE ORIGINAL NATURAL FIBER MULCH WITH BINDER BY PROFILE PRODUCTS LLC OR APPROVED EQUAL. C. WET AREA SEED MIX - PROVIDE ERNST SEED MIX-ERNMX-126 MANUFACTURED BY ERNST CONSERVATION SEEDS OR APPROVED EQUAL. SEED MIX SHALL CONSIST OF THE FOLLOWING: %WEIGHT % PURITY DEERTONGUE, TIOGA 20 85 ALKALIGRASS, FULTS 20 85 VIRGINIA WILDRYE, MADISON-NY ECOTYPE 18 85 CREEPING BETNTGRASS, 'PC-20' 15 85 FOWL BLUEGRASS 15 85 FOX SEDGE, PAS ECOTYPE 10 85 LURID SEDGE, PAS ECOTYPE 1 85 SOFT RUSH 1 85 SEEDING RATE: 20-40 LBS. PER ACRE OR 1 LB. 1,000 SQ. FT. WITH COVER CROP; MECHANICAL-DRILL SEEDING METHOD OR PER SEED MANUFACTURER'S RECOMMENDATIONS COVER CROP: GRAIN RYE (SEEDING 1 SEPT TO 30 APR; 30 LBS/ACRE) JAPANESE MILLET (SEEDING 1 MAY TO 31 AUG; A0 LBS/ACRE) BARNYARD GRASS (1 MAY TO 31 AUG; 10 LBS/ACRE) FERTILIZER: NONE MULCH: MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 2,000 LBS. PER ACRE WITH NON-ASPHALTIC TACKIFIER OR APPLY HYDRAULICALLY USING HYDROSTRAW HE ORIGINAL NATURAL FIBER MULCH WITH BINDER BY PROFILE PRODUCTS LLC OR APPROVED EQUAL. LANDSCAPE NOTES D. BUFFER SEED MIX - PROVIDE ERNST SEED MIX-ERNMX-173 EASTERN NATIVE HABITAT & CREP MIX MANUFACTURED BY ERNST CONSERVATION SEEDS OR APPROVED EQUAL. SEED MIX SHALL CONSIST OF THE FOLLOWING: %WEIGHT % PURITY BIG BLUESTEM 37.2 85 VIRGINIA WILDRYE 33.1 85 SWITCHGRASS 15.0 85 INDIAN GRASS 5.0 85 PURPLE CONEFLOWER 3.0 85 PATRIDGE PEA 2.7 85 BLACKEYE SUSAN 2.7 85 OXEYE SUNFLOWER 0.9 85 COMMON MILKWEED 0.1 85 HEATH ASTER 0.1 85 WILD BERGAMOT 0.1 85 STIFF GOLDENROD 0.1 85 i. SEEDING RATE: 11 LBS. PER ACRE WITH 30 LBS. PER ACRE COVER CROP; MECHANICAL-DRILL SEEDING METHOD OR PER SEED MANUFACTURER'S RECOMMENDATIONS ii. COVER CROP: GRAIN OATS (SEEDING 1 JAN TO 31 JULY) GRAIN RYE (SEEDING 1 AUG TO 31 DEC) iii. FERTILIZER: NONE iv. MULCH: MULCH ALL SEEDED AREAS WITH STRAW AT A RATE OF 2,000 LBS. PER ACRE WITH NON-ASPHALTIC TACKIFIER OR APPLY HYDRAULICALLY USING "HYDROSTRAW HE ORIGINAL- NATURAL FIBER MULCH WITH BINDER" BY PROFILE PRODUCTS LLC OR APPROVED EQUAL. 2"x4"x2'-0" CEDAR OR PRESSURE-TREATED ANCHOR 3" DIAMETER X 8' CEDAR OR PRESSURE TREATED STAKE, TWO OPPOSITE. SET TOP OF ROOT BALL FLUSH TO GRADE GROUND LINE TO BE THE SAME AS AT THE NURSERY. REMOVE ALL TWINE & STRAPS. CUT AND REMOVE TOP 1/3 OF BURLAP. WIRE CAGE AND ALL SYNTHETIC MATERIALS SHALL BE TOTALLY REMOVED. CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM-FLOOD WITH WATER TWICE IN FIRST 24 HRS. BACKFILL WITH PLANTING SOIL MIXTURE IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP. WOVEN TREE STAKING MATERIAL (DEEPROOT ARBORTIE OR APPROVED EQUAL) 3" DIAMETER X 8' CEDAR OR PRESSURE TREATED STAKE, TWO OPPOSITE. SET TOP OF ROOT BALL FLUSH TO GRADE GROUND LINE TO BE THE SAME AS AT THE NURSERY. REMOVE ALL TWINE & STRAPS. CUT AND REMOVE TOP 1/3 OF BURLAP. WIRE CAGE AND ALL SYNTHETIC MATERIALS SHALL BE TOTALLY REMOVED. 3" MIN. SHREDDED HARDWOOD MULCH - KEEP 6" FROM TRUNK OF TREE, TO MAINTAIN VISIBLE ROOT FLARE CONSTRUCT EARTH SAUCER WITH 4" HIGH BERM-FLOOD WITH WATER TWICE IN FIRST 24 HRS. BACKFILL WITH PLANTING SOIL MIXTURE IN 9" LAYERS. WATER EACH LAYER UNTIL SETTLED. DO NOT TAMP. WOVEN TREE STAKING MATERIAL (DEEPROOT ARBORTIE OR APPROVED EQUAL) BREAK SUBSOIL WITH A PICK NOTE: 1.REMOVE STAKES AND GUYS AT THE END OF THE FIRST GROWING SEASON AFTER PLANTING 2.PROVIDE A 5' DIA. MULCHED PLANTING BED AROUND EACH TREE. 3.DO NOT OVERSEED TREE PLANTING PITS. L103 2 EVERGREEN PLANTING DETAIL SCALE: NOT TO SCALE 1.BEGIN MAINTENANCE OPERATIONS IMMEDIATELY AFTER EACH PLANT IS PLANTED AND CONTINUE AS REQUIRED UNTIL ACCEPTANCE. WATER, MULCH, WEED, PRUNE, SPRAY, FERTILIZE, CULTIVATE, AND OTHERWISE MAINTAIN AND PROTECT PLANTS. RESET SETTLED PLANTS TO PROPER GRADE AND POSITION, RESTORE PLANTING SAUCERS, AND REMOVE DEAD, DISEASED, OR UNHEALTHY PLANT MATERIAL. TIGHTEN AND REPAIR STAKES AND WIRES. CORRECT DEFECTIVE WORK AS SOON AS POSSIBLE AFTER IT BECOMES APPARENT AND WEATHER AND SEASON PERMIT. 2.UPON COMPLETION OF THE PLANTING OPERATIONS, CLEAN UP PLANTED/SEEDED AREAS TO BE FREE OF STONES, CONTAINERS, TRASH AND OTHER WASTE AND DEBRIS. 3.PROVIDE WATERING TO SUPPLEMENT NATURAL PRECIPITATION DURING PERIODS OF DROUGHT AND AS NEEDED TO PROVIDE AN EQUIVALENT OF 1 INCH OF WATER PER WEEK UNTIL THE PLANTS HAVE ROOTED AND ARE ESTABLISHED. A.MAKE PERIODIC INSPECTIONS TO DETERMINE MOISTURE CONTENT OF SOIL AND ADJUST WATERING SCHEDULE TO FIT CONDITIONS (IF APPLICABLE). B.PROVIDE WATER FOR EXECUTION AND MAINTENANCE AT NO EXPENSE TO OWNER. FURNISH PORTABLE TANKS, PUMPS, HOSE, PIPE, CONNECTIONS, NOZZLES AND ANY OTHER EQUIPMENT REQUIRED TO TRANSPORT WATER FROM AVAILABLE OUTLETS AND APPLY IT TO SEEDED AREAS IN AN APPROVED MANNER. C.WATER IN SUCH A MANNER AND AS FREQUENTLY AS IS DEEMED NECESSARY BY OWNER TO ASSURE CONTINUED GROWTH OF VEGETATION. WATER AREAS OF SITE IN SUCH A MANNER AS TO PREVENT EROSION DUE TO EXCESSIVE QUANTITIES APPLIED OVER SMALL AREAS TO AVOID DAMAGE TO FINISHED SURFACE DUE TO WATERING EQUIPMENT. 4.MAINTAIN ALL PLANT MATERIAL IN A HEALTHY, VIGOROUS GROWING CONDITION. 5.AFTER SEEDED VEGETATION GROWTH HAS STARTED, RESEED AND MULCH AREAS THAT FAIL TO SHOW UNIFORM STAND OF VEGETATION IN ACCORDANCE WITH THE DOCUMENTS AND AS SPECIFIED HEREIN. CONTINUE REPEATEDLY UNTIL AREAS ARE COVERED WITH SATISFACTORY GROWTH OF PERMANENT WITH NO BARE SPOTS OR WEED AREAS GREATER THAN 2 SF PRESENT. 6.PROVIDE MOWING OF SEEDED AREAS THROUGHOUT THE GROWING SEASON WHEN VEGETATION HAS ATTAINED A HEIGHT OF 18-24" INCHES AND ROOTS ARE FIRMLY ESTABLISHED. MOW TO A HEIGHT NOT LOWER THAN 8" USING A BRUSH HOG MOWER OR STRING TRIMMER. 7.REMOVE FENCES, SIGNS, BARRIERS, OR OTHER TEMPORARY PROTECTIVE DEVICES AFTER FINAL ACCEPTANCE OF PLANTINGS AND SEEDED VEGETATION. 8.REMOVE AND REPLACE DISEASED, DISTRESSED, DEAD, OR REJECTED PLANTS PRIOR TO SUBSTANTIAL COMPLETION DATE. REPLACEMENTS SHALL BE PLANTS OF SAME VARIETY AND SIZE SPECIFIED ON THE DRAWINGS. FURNISH AND PLANT AS SPECIFIED HEREIN. 9.EXISTING AND NEW HERBACEOUS VEGETATION AREAS DAMAGED DURING PROCESS OF WORK SHALL BE RESTORED OR REPAIRED TO CONDITION SATISFACTORY TO THE OWNER. FILL GRADE, FERTILIZE, REPLANT, OR MULCH AS REQUIRED TO RESTORE TO THE CONTRACT REQUIREMENTS. ESTABLISHMENT PERIOD MAINTENANCE MARCH 2026 DB RPK 02/28/2027 C:\Users\BRush\Documents\Seals & Signatures\RPK_Signed.png