HomeMy WebLinkAbout13 - Groton Solar 1 Civil Drawings NY GROTON I ( SO TH MAIN �
STREET ) , E Cortland' Cortland Rd
LLC
Groton
NORTH SITE
SOUTH MAIN N
STREET ,
EXT . NORTH PARCELS Main St, oton,
NY 1307
FITTS CORNER:
SOLAR PROJECT SOUTH SITE
(SEPARATE
5 . 0 MWAC a PROJECT/SUBMISSION)
n
GROTON , NEWYORK SOURCE: NEW YORK STATE GIS RESOURCES
VICINITY MAP
SCALE: 1"=2500'
0 2500 5000
SCALE: 1" = 2500'
SHEET INDEX CLIENT INFORMATION
ISSUED FOR: CONSTRUCTION DOCUMENTS NO. SHEET TITLE CLIENT:
ISSUE DATE: 07/22/2025 1 . COVER NY GROTON I (SOUTH MAIN STREET), LLC
LAST REVISED: 07/22/2025 2. C-001 GENERAL NOTES AND LEGEND INFORMATION 228 AVIATION AVENUE, SUITE 200
3. C-100 EXISTING CONDITIONS PLAN SOUTH BURLINGTON, VT 05403
4. C-101 SITE LAYOUT PLAN
PROJECT CONTACTS 5. C-200 GRADING AND DRAINAGE PLAN
6. C-201 ACCESS ROAD PROFILE I
ENGINEER: 7. C-202 ACCESS ROAD PROFILE II
P.W. GROSSER CONSULTING, INC. 8. C-203 EROSION AND SEDIMENT CONTROL PLAN
OF NEW
630 JOHNSON AVENUE, SUITE 7, BOHEMIA, NY 11716 9. C-204 PHASING PLAN ������� scgtiy°��
TEL: (631) 589-6353 �``' �0
FAX: (631) 589-8705 10. C-500 LANDSCAPING PLAN
11 . C-600 SITE DETAILS I r
12. C-601 SITE DETAILS II sFo 103321
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13. C-602 SITE DETAILS III
MUNICIPAL14. C-603 SITE DETAILS IV
15. C-604 EROSION AND SED. CONTROL DETAILS
TOWN: 16. C-605 EQUIPMENT SPECIFICATIONS
TOWN OF GROTON 17. SWP-100 PRE-CONSTRUCTION SUB-CATCHMENT PLAN
108 E CORTLAND STREET 18. SWP-101 POST-CONSTRUCTION SUB-CATCHMENT PLAN
GROTON, NY 13073
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COUNTY:
TOMPKINS COUNTY
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320 N TIOGA STREET
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2 ITHACA, NY 14850 p%10Gc
TEL (607) 274-5431 CLIENT DRIVEN SOLUTIONS
P.W. GROSSER CONSULTING, INC.
SITE INFORMATION
630 Johnson Avenue. . Suite 7
Bohemia . NY . 11716-2618
Phone: (631) 589-6353 . Fax: (631) 589-8705
SITE: SOUTH MAIN STREET, EXT. GROTON, NY 12777 E-mail: INFO@PWGROSSER.COM
TM #: 26-1-25.22
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BASEMAP
NOTES1 /&M [1J0r&iVM_q" 13 1 WETLANDS NOTES GRADING NOTES
1 ' '
1. EXISTING CONDITIONS BASEMAP INFORMATION IS BASED ON LIDAR b1101 I ww 1. EXISTING STREAM AND WETLANDS INFORMATION IS BASED ON NYSDEC 1. CONCEPTUAL GRADING DESIGN SHOWN IN THESE PLANS IS BASED ON TOPOGRAPHIC FEATURES
FROM NYS GIS DATA DOWNLOADED ON 11-15-23 AND A TOPOGRAPHIC 1. ALL EROSION CONTROL MEASURES SHALL BE INSTALLED IN ENVIRONMENTAL RESOURCE MAPPER PUBLICLY AVAILABLE DATA AND NYS LIDAR INFORMATION PROVIDED TO PWGC BY PACKER ASSOCIATES, MINOR CONTOURS (2-FT INTERVAL)
SURVEY PROVIDED BY BULLROCK SOLAR. ACCORDANCE WITH NEW YORK STANDARDS AND SPECIFICATIONS WETLANDS DELINEATION PERFORMED BY BERGMANN DATED 08-29-22, INC. AND IS TO BE CONSIDERED APPROXIMATE AND CONCEPTUAL, AND 1320 MAJOR CONTOURS (10-FT INTERVAL)
2. PROPOSED SOLAR DEVELOPMENT LAYOUT INFORMATION IS BASED ON FOR EROSION AND SEDIMENT CONTROL (BLUE BOOK), AND LOCAL DOWNLOADED ON 11-15-23. FOR DISCUSSION PURPOSES ONLY. GRADING DESIGN IS SUBJECT TO
DRAWING DEVELOPED BY BULLROCK SOLAR, TITLED "SOUTH MAIN 1 GOVERNING SOIL AND WATER CONSERVATION DISTRICT STANDARDS. CHANGE BASED ON FURTHER SITE INVESTIGATIONS AND ANALYSIS. DRAINAGE ELEMENTS
LAYOUT 4.7.2025". ALL BASEMAP INFORMATION IS TO BE CONSIDERED THE EROSION AND SEDIMENT CONTROLS SHOWN ON THESE PLANS 2. ACTUAL LIMITS OF ALL STREAMS, WETLANDS AND WETLAND ADJACENT GRASSED WATERWAY
APPROXIMATE AND IS TO BE FIELD VERIFIED BY A NEW YORK STATE AND AS DESCRIBED IN THE PROJECT SWPPP REPRESENT THE AREAS ARE TO BE FIELD VERIFIED VIA SURVEY AND WILL BE MARKED IN 2. ADDITIONAL SITE GEOTECHNICAL ANALYSIS IS REQUIRED TO VERIFY
MINIMUM REQUIREMENTS AND ADDITIONAL EROSION AND SEDIMENT GRADING CONSTRAINTS AND FEASIBILITY. - CULVERT PWGC
LICENSED SURVEYOR PRIOR TO FINALIZING DESIGN. THE FIELD BY SURVEY MARKERS, RIBBON, FLAGS, OR EQUIVALENT 3. LOT LINES BASED ON DRAWING PROVIDED BY BULLROCK SOLAR TITLED CONTROLS MAY BE REQUIRED BASED ON CONDITIONS ENCOUNTERED PRIOR TO START OF CONSTRUCTION. SITE FEATURES CLIENT DRIVEN SOLUTIONS
"GROTON CAD FILE 3-19-2025". IN THE FIELD. CONTRACTOR WILL BE RESPONSIBLE FOR ENSURING 3. TOPSOIL TO BE STRIPPED AND STOCKPILED SEPARATELY FROM
PROJECT REMAINS IN COMPLIANCE WITH ALL APPLICABLE 3. EFFORTS SHALL BE MADE TO MINIMIZE DISTURBANCE TO ANY STATE OR SUB-SOILS. TOPSOIL TO BE UTILIZED ON-SITE FOLLOWING GRADING - - PROPERTY BOUNDARY P.W. GROSSER CONSULTING INC.
REGULATIONS AND STANDARDS PERTAINING TO EROSION AND FEDERALLY REGULATED WETLANDS. UNNECESSARY REMOVAL OF ACTIVITIES AND PRIOR TO SEEDING. - - ZONING SETBACK
SEDIMENT CONTROLS. VEGETATION OR DEGRADATION ALONG STREAM BANKS IS PROHIBITED.
4. GRADING SHALL PERFORMED IN ACCORDANCE WITH ALL APPLICABLE w W w w APPROXIMATE WETLAND AREA 630 Johnson Avenue. . Suite 7
2. EROSION AND SEDIMENT CONTROLS WILL BE INSTALLED PRIOR TO 4. ONLY HAND CLEARING SHALL BE ALLOWED IN WETLAND AREAS AS STATE AND OSHA REQUIREMENTS. THE CONTRACTOR SHALL CONFORM ADJACENT PROPERTY BOUNDARY Bohemia . NY. 11716-2618
ANY EARTH DISTURBING ACTIVITIES AND WILL BE MAINTAINED FOR NECESSARY. MACHINE CLEARING IS PROHIBITED WITHIN WETLAND TO THE REQUIREMENTS OF OSHA, AND ANY OTHER AGENCY HAVING Phone: (631) 589-6353 . Fax: (631) 589-8705
THE DURATION OF THE WORK, INCLUDING TEMPORARY AREAS. JURISDICTION WITH REGARD TO SAFETY PRECAUTIONS WITH - - PAVED ROADWAY E-mail: INFO@PWGROSSER.COM
CONSTRUCTION SWALES AND DETENTION POND WITH OUTLET TRENCHING OR EXCAVATION AND GRADING OPERATIONS. THE O 0'0'0,'-q GRAVEL ROADWAY CONSULTANTS
STRUCTURE AND ROCK OUTLET PROTECTION. 5. IF TEMPORARY ACCESS IS REQUIRED IN WETLAND AREAS, TEMPORARY REQUIREMENTS SET FORTH HEREIN ARE INTENDED TO SUPPLEMENT
REQUIREMENTS ESTABLISHED BY THESE AGENCIES. IN THE CASE OF A
3. CONTRACTOR WILL UTILIZE MEANS, METHODS AND SEQUENCING TIMBER MATS WILL BE USED TO MINIMIZE DISTURBANCE TO OH OVERHEAD ELECTRICAL UTILITY
UNDERLYING WETLAND SOILS. CONFLICT BETWEEN REQUIREMENTS OF OTHER JURISDICTIONAL
THAT MINIMIZE THE AMOUNT OF EARTH DISTURBANCE TO THE AGENCIES AND THESE DOCUMENTS, THE MORE STRINGENT ---------------- UNDERGROUND ELECTRICAL UTILITY
SURVEY N ' TESEXTENT PRACTICAL, AND NOT TO EXCEED MORE THAN 5.0 ACRES AT 6. STAGING OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IS REQUIREMENT ON THE CONTRACTOR SHALL APPLY. 0 ❑ ❑ ❑ 8-FT TALL DEER FENCE
ANY GIVEN TIME. PROHIBITED IN WETLAND AREAS. ® SOLAR PANEL ARRAY
5. VOIDS LEFT BY UTILITY OR STRUCTURE EXCAVATIONS, OR GRUBBING
4. CONTRACTOR SHALL PROTECT ALL ON-SITE, ADJACENT AND/OR 7. ANY WETLAND DISTURBANCE IS TO BE RESTORED WITH APPROPRIATE OPERATIONS SHALL BE BACKFILLED AND PROPERLY COMPACTED WITH SEED RESTORATION LIMITS
1. ALL SURVEY AND SITE STAKEOUTS FOR PROPOSED FEATURES SHALL DOWNSTREAM STORM/SANITARY SEWERS, AND/OR OTHER WATER WETLAND SEED MIX IN ACCORDANCE WITH NYSDOT ITEM 203.01920007 STRUCTURAL FILL (NYSDOT ITEM 304.12 OR EQUIVALENT) IN AREAS
BE PERFORMED BY A NEW YORK STATE LICENSED SURVEYOR. COURSES FROM CONTAMINATION BY WATER BORNE SILTS, OR MOST CURRENT NYSDEC REQUIREMENTS RELATED TO WETLAND UNDER AND WITHIN 5 FEET HORIZONTALLY OF ALL STRUCTURES, AND TREE LINE
SEDIMENTS, FUELS, SOLVENTS, LUBRICANTS OR OTHER POLLUTANTS PAVEMENTS. IN GRASSED AREAS, VOIDS LEFT SHALL BE FILLED AND
2. CONTRACTOR WILL BE RESPONSIBLE TO LOCATE, MARK AND PROTECT ORIGINATING FROM THE SITE OR WORK BEING PERFORMED. RESTORATION. COMPONENT THE SEED MIX MAY BE SUBSTITUTED PROPERLY COMPACTED WITH SUITABLE ON-SITE BACKFILL AS EROSION AND SEDIMENT CONTROL
ALL EXISTING SURVEY, PROPERTY, AND RIGHT-OF-WAY MARKERS FOR WITH THE ENGINEER'S APPROVAL
L. APPROVED BY THE ENGINEER.
THE SITE. ANY MARKERS, PINS, MONUMENTS OR OTHER FEATURES 5. CONTRACTOR WILL FOLLOW GOOD HOUSEKEEPING AND SPILL N � LAND GRADING ACTIVITIES
DEFINING PROPERTY LIMITS THAT MAY BE DISTURBED BY CONTROL PRACTICES DURING SITE ACTIVITIES TO MINIMIZE 6. THE CONTRACTOR SHALL DEWATER ALL EXCAVATIONS TO PREVENT O STABILIZED CONSTRUCTION ENTRANCE
CONSTRUCTION ACTIVITIES SHALL BE PROPERLY TIED AND RESET BY A STORMWATER CONTAMINATION FROM CONCRETE, PETROLEUM SOLAR MODULE NOTES THE INTRODUCTION OF GROUNDWATER OR PONDED WATER INTO THE
NEW YORK STATE LICENSED SURVEYOR UPON COMPLETION OF THE PRODUCTS AND WASTE MATERIALS. NO WET OR FRESH CONCRETE, TRENCHES/EXCAVATIONS AND WILL PROVIDE ALL EQUIPMENT DUST CONTROL MEASURES
WORK. LEACHATE OR WASHINGS FROM EQUIPMENT SHALL BE ALLOWED TO NECESSARY TO MAINTAIN THE WATER AS NECESSARY. DEWATERING
3. THE HORIZONTAL DATUM IS NAD83 NEW YORK STATE PLANE
MIGRATE INTO EXISTING STORM/SANITARY SEWERS, DITCHES OR MANUFACTURER: HELIENE SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT SWPPP. • STOCKPILE
OTHER WATERS OF NEW YORK STATE. MODEL: 156HC M10 SL BIFACIAL
COORDINATE SYSTEM, (US FT). 7. UNLESS OTHERWISE DIRECTED, THE CONTRACTOR SHALL PLACE AT L J CONCRETE WASHOUT
6. ALL EXCAVATED OR IMPORTED MATERIAL STOCKPILES SHALL BE MINIMUM 6 INCHES OF CLEAN TOPSOIL IN ALL DISTURBED AND NEWLY
4. THE VERTICAL DATUM IS NAVD88. SUITABLY STABILIZED AND SURROUNDED BY SILT FENCE TO MINIMIZE NOTES: GRADED AREAS PRIOR TO SEEDING. - - - - - - - - - AREA OF DISTURBANCE
POTENTIAL FOR SEDIMENT LADEN RUNOFF DISCHARGING TO TREE CUTTING (NO STUMP REMOVAL
DOWNSTREAM AREAS OR DRAINAGE FEATURES. DISTURBED SOILS 1. SOLAR PANELS TO BE INSTALLED BY A QUALIFIED SOLAR INSTALLER - -� OR GROUND DISTURBANCE)
OR STOCKPILES THAT ARE TO BE EXPOSED FOR MORE THAN 14 AND SHALL BE BUILT, OPERATED AND MAINTAINED TO ACCEPTABLE /// //�
CALENDAR DAYS SHALL BE TEMPORARY STABILIZED WITH SEED MIX INDUSTRY STANDARDS INCLUDING BUT NOT LIMITED TO THE MOST ✓���1�`�L/f//7 1 GROUND DISTURBANCE)TREE CLEARING (STUMP REMOVAL AND
GENERAL NOTES CONSISTING OF RYEGRASS (ANNUAL OR PERENNIAL) APPLIED AT 30 RECENT, APPLICABLE STANDARDS OF THE INSTITUTE OF ELECTRICAL
LBS PER ACRES (0.7 LBS PER 1,000 SQ. FT.), OR CERTIFIED AND ELECTRONIC ENGINEERS ("IEEE") AND THE AMERICAN NATIONAL
"AROOSTOOK" WINTER RYE (CEREAL RYE) APPLIED AT 100 LBS PER STANDARDS INSTITUTE.
1. CONTRACTOR WILL BE RESPONSIBLE TO FIELD VERIFY ALL EXISTING ACRES (2.5 LBS PER 1,000 SQ. FT.) IF SEEDING IN OCTOBER OR
CONDITIONS AND SITE FEATURES PRIOR TO CONSTRUCTION. ANY NOVEMBER EARTHWORK
DISCREPANCIES FOUND SHALL BE DOCUMENTED IN WRITING AND 7 CONTRACTOR MATERIAL AND EQUIPMENT STAGING AREAS AND
SUBMITTED TO THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. CONSTRUCTION ENTRANCE LOCATIONS SHALL BE COORDINATED CALCULATIONS
2. CONTRACTOR WILL BE RESPONSIBLE TO LOCATE AND MARK OUT ALL WITH THE OWNER PRIOR TO START OF CONSTRUCTION.
EXISTING UTILITIES, INCLUDING THOSE UNDERGROUND, PRIOR TO CONSTRUCTION ENTRANCES AS SHOWN ON THE PLANS MAY BE TOTAL CUT: 13,940 CY
CONSTRUCTION. ANY POTENTIAL INTERFERENCES WITH PROPOSED MODIFIED BY THE CONTRACTOR WITH PRIOR APPROVAL FROM THE TOTAL FILL: 14,552 CY
FEATURES SHALL BE DOCUMENTED IN WRITING AND SUBMITTED TO OWNER AND ENGINEER. NET FILL: 612 CY
THE ENGINEER FOR REVIEW PRIOR TO CONSTRUCTION. 8. ALL EXISTING OR NEWLY INSTALLED CATCH BASINS/DRAINAGE INLETS
NOTE:
3. THE CONTRACTOR SHALL PROTECT ALL EXISTING SITE FEATURES AND SHALL HAVE DROP INLET PROTECTION INSTALLED THROUGHOUT THE 1. NO SHRINK/SWELL MULTIPLIER WAS APPLIED TO THE TOTAL CUT AND
UTILITIES THAT ARE NOT DESIGNATED FOR REMOVAL. ANY SITE DURATION OF CONSTRUCTION TO PREVENT SEDIMENTATION FROM FILL VALUES.
FEATURE, UTILITY, STREET APPURTENANCE, OR OTHER ITEM THIS IS ENTERING THE STORM SYSTEM. CONTRACTOR SHALL MAINTAIN OR
DAMAGED BY THE CONTRACTOR OR ITS SUBCONTRACTORS DURING REPLACE DROP INLET PROTECTION WHEN SIGNIFICANT SEDIMENT
CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN-KIND BY THE
BUILDUP IS OBSERVED OR IS NOT FUNCTIONING CORRECTLY. LANDSCAPING NOTES
CONTRACTOR, AS DETERMINED BY THE OWNER OR ENGINEER, AT NO g CONTRACTOR SHALL TAKE ALL NECESSARY AND APPROPRIATE 9
ADDITIONAL COST TO THE OWNER. MEASURES TO MITIGATE OR PREVENT FUGITIVE DUST THROUGHOUT 1. EVERGREEN TREES AND BUSHES ARE TO BE PLANTED NO MORE THAN 8 8
THE DURATION OF CONSTRUCTION. CONTRACTOR SHALL ADHERE TO FEET APART. 7
4. CONTRACTOR WILL BE REQUIRED TO OBTAIN ANY ADDTIONAL PERMITS METHODS AS DESCRIBED IN THE PROJECT SWPPP. 6
REQUIRED TO DO THE WORK OR DELIVER MATERIALS TO THE SITE 2. TO THE MAXIMUM EXTENT PRACTICABLE, AT THE TIME OF PLANTING 5
THAT ARE NOT PROVIDED BY THE OWNER OR ENGINEER. ALL WORK INSTALLED VEGETATION SHOULD BE A MINIMUM FOUR (4) FEET TALL 4
WITHIN AN EXISTING RIGHT-OF-WAY WILL REQUIRE PERMITTING WITH 10. COMPLETED WORK THAT IS NOT SUBJECT TO FURTHER EARTHWORK AND SHALL ADEQUATELY SCREEN THE SOLAR ENERGY SYSTEM 3 SWPPP 07/22/2025
RESPECTIVE OWNER, STATE OR COUNTY AGENCY, TOWN DEPARTMENT OR CONSTRUCTION ACTIVITIES SHALL BE PERMANENTLY SEEDED FACILITY WITHIN 5 GROWING SEASONS. 2 1CONSTRUCTION DOCUMENTS 06/27/2025
AND MULCHED WITH HAY OR STRAW WITHIN ONE WEEK OF FINAL 1 ICONSTRUCTION DOCUMENTS 06/13/2025
OF PUBLIC WORKS, OR HIGHWAY DEPARTMENT AS APPLICABLE. DISTURBANCE. MULCH SHALL BE MAINTAINED UNTIL A SUITABLE Number Revision Description Revision Date
VEGETATIVE COVER IS ESTABLISHED. 3. EXISTING VEGETATION MAY BE USED TO SATISFY ALL OR A PORTION OF
THE REQUIRED LANDSCAPED SCREENING. Designed By Date Submitted
WINTER SHUTDOWN CONSTRUCTION SCHEDULE 4. ERNEST CONSERVATION SEEDS NORTHEAST POLLINATOR 3' MIX - Drawn By Date Created
RPV 04/04/2024
ERNMX-612 (OR APPROVED EQUAL) TO BE SEEDED BELOW SOLAR Approved By Scale
1. POST CLEARING THE EXPOSED SOIL SHALL BE COVERED WITH PANELS. SEED AT 40 LB/AC WITH 30 LB/AC OF A COVER CROP. FOR A MTS AS NOTED
Client:
MATERIAL(S) AS SET FORTH IN THE TECHNICAL STANDARD, NEW COVER CROP USE EITHER GRAIN OATS (1 JAN TO 31 JUL) OR GRAIN RYE NY GROTON I SOUTH MAIN STREET), LLC
YORK STANDARDS AND SPECIFICATIONS FOR EROSION AND (1 AUG TO 31 DEC) OR APPROVED EQUAL.
SEDIMENT CONTROL, TO PREVENT THE EXPOSED SOIL FROM 228 AVIATION AVENUE, SUITE 200
ERODING (SEE STANDARD AND SPECIFICATIONS FOR TEMPORARY NORTHEAST SOLAR POLLINATOR T MIX- ERNMX-612 BURLINGTON, VT 05403
CONSTRUCTION AREA SEEDING/STABILIZATION FOR WINTER SHUT SHEEP FESCUE, VARIETY NOT o Project:
ZONING ANALYSIS DOWN, ABOVE). STATED 94.90% SOUTH MAIN STREET, EXT.
2. REGULARLY INSPECT, MAINTAIN AND RE-SEED ANY AREAS THAT ARE
NOT ADEQUATELY STABILIZED UP UNTIL THE START DATE AND BUTTERFLY MILKWEED 2.50%
TIM 26-1-25.22 THEREAFTER, UNTIL ALL DISTURBED AREAS ARE PERMANENTLY NORTH PARCEL SOLAR
EXISTING ZONING: RURAL AGRICULTURAL STABILIZED. PARTRIDGE PEA, PA ECOTYPE 2.00%
3. SITE INSPECTIONS ARE TO TAKE PLACE TWICE PER MONTH WITH FARM PLAN
LOT AREA: 102.2 ACRES PHOTOS PROVIDED TO THE TOWN TO DEMONSTRATE THAT THE SITE SHOWY EVENING PRIMROSE 0.30%
PROPOSED USE: LARGE SCALE SOLAR REMAINS STABILIZED/PROTECTED UNTIL CONSTRUCTION STARTS. Project Address:
4. ONCE CONSTRUCTION STARTS, INSPECTIONS SHALL CONTINUE ZIGZAG SPIDERWORT, VA SOUTH MAIN STREET
MONTHLY, WITH PHOTOS SUBMITTED TO THE TOWN, TO ENSURE THAT ECOTYPE 0.30%
THE TEMPORARY STABILIZATION MEASURES REMAIN IN PLACE IN TOWN OF GROTON
REQUIRED PROPOSED AREAS NOT UNDER ACTIVE CONSTRUCTION. TOMPKINS COUNTY, NEW YORK
LOT SIZE 5 AC. 102.2 AC.
County Tax Map Number: Contract Number: ti
26-1-25.22 ---
MAX. LOT COVERAGE 75% 22%
Regulatory Reference Number.
HEIGHT 20' 15'
Title of Drawing:
PROPERTY SETBACK(FRONT IL ROAD) 150' 503'
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TM#:31.-1 15.1 \ TM#:31.-1-15.2 SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
CountyTax Ma Number: 26-1-25.22
Contract Number: ti
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75.0' PROPERTY BOUNDARY P.W. GROSSER CONSULTING INC.
� � ZONING SETBACK, TYP. � _
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J INVERTER MANUFACTURER: CPS\j, MODEL: SCH250K-T-US-600 APPROXIMATE WETLAND AREA 630 Johnson Avenue. . Suite 7
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NUMBER OF INVERTERS: 10 — •I ADJACENT PROPERTY BOUNDARY Bohemia. NY. 11716-2618
SIZE OF EACH INVERTER: 2500 KVA — J Phone: (631) 589-6353 . Fax: (631) 589-8705
•I — — PAVED ROADWAY E-mail: INFO@PWGROSSER.COM
O O O O GRAVEL ROADWAY CONSULTANTS
TREE CUTTING LIMITS, TYP. _— • I
OH OVERHEAD ELECTRICAL UTILITY
CUSTOMER TRANSFORMER I ---------------- UNDERGROUND ELECTRICAL UTILITY
2.5MVA ♦ o 0 0
— — — — — — — — T -0 8-FT TALL DEER FENCE
PWGC
SOLAR PANEL ARRAY
AREA OF DISTURBANCE — N _\,j/J I, z SEED RESTORATION LIMITS
INVERTER MANUFACTURER: CPS — Z V V TREE LINE
MODEL: SCH250K-T-US-600 — — EROSION AND SEDIMENT CON'
NUMBER OF INVERTERS: 10 — — — —
SIZE OF EACH INVERTER: 2500 KVA — —
_ LAND GRADING ACTIVITIES
PROPOSED LEYLAND CYPRESS — —_-4 ` STABILIZED CONSTRUCTION ENTRANCE
VISUAL SCREENING, TYP.
— — DUST CONTROL MEASURES
CUSTOMER TRANSFORMER Am 111191111M- _ - - _- — - • STOCKPILE
2.5 MVA
1 , 4 T_ rir.F rF CONCRETE WASHOUT
.000000000000000000000000000000000°000°°oo°0000000°000° °00000
;°o°o°°° r — — - — - - - - - - - - - AREA OF DISTURBANCE
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go — SPECIFICATIONS SHEET C-605
180.2' \ go — — — PROPOSED 8' TALL DEER FENCE,
150.0' `�\ ��� � TYP. SEE DETAIL SHEET C-600
�\ — — — PROPOSED CRUSHED STONE ACCESS
— — — I ROAD SEE DETAIL SHEET C-600
PROPOSED TEMPORARY ° I
/ o
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AREA °o — — — I INFILTRATION TRENCH, TYP. s
— —
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— — — 3 SWPPP 07/22/2025
— — — — — - 2 1CONSTRUCTION DOCUMENTS 06/27/2025
�• - - - - — — — — — —25 8' — CONSTRUCTION DOCUMENTS 06/13/2025
I Number Revision Description Revision Date
000
0 0
—
0 0 o I Designed By Date Submitted
Drawn By Date Created
-40.4' RPV 03/04/25
CUSTOMER PROVIDED
= Approved By Scale
RISER/METER - _ _ __ — — - - `— — _ _ �!' �— — — Client: MTS A5 NOTED
CUSTOMER PROVIDED I , ` — — — — — — — — — I NY GROTON I (SOUTH MAIN STREET), LLC
RECLOSER , r — — — — — — — — — — — — — — — — — — — — — PROPOSED MAN-GATE TYPICAL 228 AVIATION AVENUE, SUITE 200
503.0' _�� _____________________— I SEE DETAIL C-600 B U RLI N GTO N, VT 05403
CUSTOMER PROVIDED — — — — — — — — — — — — — — — — — — — — — — — — — — — I Project:
PP \ GOAB SOUTH MAIN STREET, EXT.
UTILITY RECLOSER — — — — — — — — — — — — — — — — — — — — — —
rr I
P - - - - - - - - - - - - - - - - - - - - - - - NORTH PARCEL SOLAR
UTILITY
PRIMARY \ � FARM PLAN
METER
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SOUTH MAIN STREET
150.0' TOWN OF GROTON
150.0' TOMPKINS COUNTY, NEW YORK�
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ROADSIDE DITCH 26-1-25.22 --
UNDER ACCESS ROAD \
Regulatory Reference Number. 16
PRESUMED POI meofDrawing:
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COMPANY NYSEG UT
SUBSTATION PERUVILLE TAP
NUMBER OF PHASES 3 I ST N
CIRCUIT NAME 4303701 \FFj \
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TOPOGRAPHIC FEATURES
MINOR CONTOURS 2-FT INTERVAL
( )
— MAJOR CONTOURS (10-FT INTERVAL)
LOT 76 � � \_ � 1320—
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LOT 86 f� V \ , y / �/ �� \/�� — — — — — — GRASSED WATERWAY
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PROPERTY BOUNDARY P.W. GROSSER CONSULTING INC.
ZONING SETBACK
/ �/ / j / i= —_�� I 1 / / / / _ 1 ` W W W W APPROXIMATE WETLAND AREA 630 Johnson Avenue. . Suite 7
-\ / ADJACENT PROPERTY BOUNDARY Bohemia. NY. 11716-2618
PROPOSED INFILTRATION TRENCH 2B, 6 FT WIDE x 4 FT I Phone: (631) 589-6353 . Fax: (631) 589-8705
DEEP, 499 LF TOTAL AT EL. 1,221' — — PAVED ROADWAY E-mail: INFO@PWGROSSER.COM
�\ �\ 6" 0 SLOTTED PIPE INSTALLED IN TRENCH WITH: I
�j —� - OVERFLOW VERTICAL PIPE AT INV. 1,220.5' I / 0,0 O O GRAVEL ROADWAY CONSULTANTS
OUTLET INV. AT EL. 1,217 I
OH OVERHEAD ELECTRICAL UTILITY
UNDERGROUND ELECTRICAL UTILITY
_ _ _ _ — ♦ 0 0 0
8-FT TALL DEER FENCE
PROPOSED CONTOUR, TYP. PROPOSED INFILTRATION TRENCH 2A, 6 FT WIDE x 4 FT / ® SOLAR PANEL ARRAY
DEEP, 499 LF TOTAL AT EL. 1,237'
EXISTING CONTOUR, TYP. �/ 6" O SLOTTED PIPE INSTALLED IN TRENCH WITH: � — Z� �j� SEED RESTORATION LIMITS
— 12 - OVERFLOW VERTICAL PIPE AT INV. 1,236.5' TREE LINE
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/ GRASSED WATERWAY WITH GRAVEL
EROSION AND SEDIMENT CONTROL
LEVEL SPREADER AT THE OUTLET V �,� —
/ moo —
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/ IA\��A DEEP, 140 LF TOTAL AT EL. 1,236 = i STABILIZED CONSTRUCTION ENTRANCE
6" O SLOTTED PIPE INSTALLED IN TRENCH WITH:
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OUTLET INV. AT EL. 1,232' __ —
I �4�— ACCESS ROAD STATIONS, SEE PROFILES STOCKPILE
I SHEETS C-201 AND C-202 CONCRETE WASHOUT
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0 0 0 \\\ --- DEEP, 707 LF TOTAL AT EL. 1252'
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- OVERFLOW VERTICAL PIPE AT INV. 1,251.5'
OUTLET INV. AT EL. 1,248 IN GRASSED WATERWAY
9
O ° \ �/ _ _ GRASSED WATERWAY WITH ROCK OUTLET $
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5
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SWPPP 07/22/2025
\\\\ \ �� _ \ ° ° — I PROPOSED INFILTRATION TRENCH 1 B, 6 FT WIDE x 4 FT 2 CONSTRUCTION DOCUMENTS 06/27/2025
\ \ \ \ 1 CONSTRUCTION DOCUMENTS 06/13/2025
DEEP, 708 LF TOTAL AT EL. 1240'.
1230� — — — 6" 0 SLOTTED PIPE INSTALLED IN TRENCH WITH:
\\ \ Number Revision Description Revision Date
° \ 4p = - OVERFLOW VERTICAL PIPE AT INV. 1,239.5' Designed By Date Submitted
\ 2 0+ 0 3+00 4+00 - 7+00
\\\ \ \ o o ° o ° ° ° o — _ ° ° �'� — — — - OUTLET INV. AT EL. 1,236' IN GRASSED WATERWAY
---122 \ Drawn By Date Created
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�� ��,� � \ � 11g — - � �— I ' • �-�-� — — — MTS AS NOTED
Client:
NY GROTON I (SOUTH MAIN STREET), LLC
y\ — — - - - - - - - - - - - - - — —
228 AVIATION AVENUE, SUITE 200
�-- -- - -- --- - -- -- B LINGTO T 05403
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\ \ \ \ \�\\ \ \ \ \ \\ \\\ �- \ \ \--- \\ \'• l I II \ \ \\ Project Address:
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TOWN OF GROTON
TOMPKINS COUNTY NEW YORK
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26-1-25.22 --
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GRADING AND
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1 148 Bohemia. NY. 11716-2618
1146 Phone: (631) 589-6353 . Fax: (631) 589-8705
1144 E-mail: INFO@PWGROSSER.COM
0+00 0+50 1+00 1+50 2+00 2+50 CONSULTANTS
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
1200
1198
1196
1194
1192 —
z 1190
01188 —
_ 8.9%
1186
J 1184 —
w1182
1180
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Q 1206 8.2% 2 1CONSTRUCTION DOCUMENTS 06/27/2025
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J Number Revision Description Revision Date
w 1202 —
1200 Designed By ETate Submitted
1198 Drawn By Date Created
RPV 03/04/25
Approved By Scale
MT5 AS NOTED
5+00 5+50 6+00 6+50 7+00 7+50 Client:
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
Project:
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
Project Address:
SOUTH MAIN STREET
1238 TOWN OF GROTON
1236 - - - TOMPKINS COUNTY, NEW YORK
1234 County Tax Map Number: Contract Number:
1232 26-1-25.22 ---
Regulatory Reference Number:
1230 ---
z 1 228 Title of Drawing:
01226 —
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1220
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P.W. GROSSER CONSULTING INC.
10+00 10+50 11+00 11+50 12+00 12+50
630 Johnson Avenue. . Suite 7
Bohemia. NY. 11716-2618
Phone: (631) 589-6353 . Fax: (631) 589-8705
E-mail: INFO@PWGROSSER.COM
CONSULTANTS
z 1260
L2 1258 — — — —
1256
J 1254 —
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12+50 13+00 13+50 14+00 14+50 15+00
EXISTING GRADE, TYP.
PROPOSED GRADE, TYP.
1270
9
1268 8
1266
�1264 5
1262
4
6.8% 3 SWPPP 07/22/2025
w 1260 2 CONSTRUCTION DOCUMENTS 06/27/2025
uu 1256 1 CONSTRUCTION DOCUMENTS 06/13/2025
125 Number Revision Description Revision Date
12544 —
1252 Designed By Date Submitted
15+50 16+00 16+50 17+00 Drawn By Date Created
15+00 17+50 RPV 03/04/25
Approved By Scale
MTS AS NOTED
Client:
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
Project:
SOUTH MAIN STREET, EXT.
NORTH PARCEL SOLAR
FARM PLAN
Project Address:
SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
County Tax Map Number: Contract Number: ti
26-1-25.22 ---
Regulatory Reference Number:
Title of Drawing:
1264
0
1 _
1260262 — —
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TOPOGRAPHIC FEATURES
MINOR CONTOURS (2-FT INTERVAL)
�.� -- — -- -- — — — �1320�
Mill 1161111CIR AGO MAJOR CONTOURS (10-FT INTERVAL)
-- LQ�y6 —� V — — _ i DRAINAGE ELEMENTS
—— A\� \ CD
LOT 86 GRASSED WATERWAY
� CULVERT
CLIENT DRIVEN SOLUTIONS
SITE FEATURES
PROPERTY BOUNDARY P. N. GROSSER CONSULTING INC.
ZONING SETBACK
b APPROXIMATE WETLAND AREA 630 Johnson Avenue. . Suite 7
ADJACENT PROPERTY BOUNDARY Bohemia. NY. 11716-2618
Phone: 631 589-6353 . Fax: 631 589-8705
E-mail: INFO PWGROSSER.COM
PAVED ROADWAY @
_
IMPLEMENT DUST CONTROL AS O O O O GRAVEL ROADWAY CONSULTANTS
NECESSARY — — — — — I \I OH OVERHEAD ELECTRICAL UTILITY
\\\\ — — — / ) I ---------------- UNDERGROUND ELECTRICAL UTILITY
PROPOSED SILT SOCK SEE — _ — — — — __ 8-FT TALL DEER FENCE
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\� — � J — - - —
_ l SEED RESTORATION LIMITS
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TYP. SEE DETAIL SHEET C-604 — —
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LAND GRADING ACTIVITIES, TYP. —
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=- --- - - -- --
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° 2 CONSTRUCTION DOCUMENTS 06/27/2025
CONSTRUCTION DOCUMENTS 06/13/2025
\ \\ Number Revision Description Revision Date
\ \ \ ! LL OF
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SUITE 200
228 AVIATION AVENUE, S
BURLINGTON, VT 05403
\ \ \ o \ — — — — — — — -- — — — — — — — — — -- -- — --- -- -- — — — —
Project:
SOUTH MAIN STREET, EXT.
vvvv \v P v - W-W -Ill -W-WW-15W-46 - NORTH PARCEL SOLAR
PROPOSED STABILIZEDCONSTRUCTI N —i — —� V - FARM PLAN
P OPOS ST O \ \ \� Project Address:
ENTRANCE, SEE DETAIL SHEET C-601 SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY NEW YORK
County Tax Map Number: Contract Number: ti
\\ 26-1-25.22 ---
Regulatory Reference Number: ---
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\ Title of Drawing:
EROSION AND y
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EROSION AND SEDIMENT 0 100 200 Fo 103321 ���= Sheet 8 of 18 ? N
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top
TOPOGRAPHIC FEATURES
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� - - - - \ /� =� f
�� P.W. GROSSER CONSULTING INC.
PROPERTY BOUNDARY
ZONING SETBACK
i / / / j _ / / I 1 \� \ I i W W W APPROXIMATE WETLAND AREA 630 Johnson Avenue. . Suite 7
SILT SOCK INSTALLED / ---- Bohemia. NY. 11716-2618
\ \ I ADJACENT PROPERTY BOUNDARY Phone: (631) 589-6353 . Fax: (631) 589-8705
� - j �jj/ � _� ,, BETWEEN PHASES, TYP. � � � � \ � \ � E-mail: INFO PWGROSSER.COM
�/_ \ - - PAVED ROADWAY @
O O O O GRAVEL ROADWAY CONSULTANTS
PHASE DESIGNATION, TYP. SEE / �j / OH OVERHEAD ELECTRICAL UTILITY
PHASE SCHEDULE THIS SHEET �j/ - j/ ___ __________
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8-FT TALL DEER FENCE
® SOLAR PANEL ARRAY
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+ l I / 1
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\ \ \ \ o 5. INSTALL ACCESS ROAD.
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\ \ 1 \ \ ° + +_ + + cm�7
♦ \ \ ` 1 I I I \ + \ + +\ 2 + 1. PRE-CONSTRUCTION MEETING.
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� + \ I + + 2 + + 4. GRADE 5. INSTALL ACCESS ROAD.
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\ \ 1 1 1 1 \ I \ + \ 7. INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT. 8
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3 1. PRE-CONSTRUCTION MEETING. 5
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+ �� ---rt--\� �S 3. HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO 2 CONSTRUCTION DOCUMENTS 06/27/2025
THE START OF CONSTRUCTION.
\ \ \ \\ \\\\ \ 3 / 4. GRADE AS SHOWN AND INSTALL GRASSED WATERWAY. CONSTRUCTION DOCUMENTS 06/13/2025
/ / Number Revision Description Revision Date
' 5. INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT.
I / / 6. SEED MULCH AND STABILIZE ALL DISTURBED AREAS.
V� V ' Designed By Date Submitted
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°ti l \ // � � \ I � � � � � 3. HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO Approved By Scale
THE START OF CONSTRUCTION. C1en MT5 AS NOTED
♦ \ \� I I 4 4. GRADE AS SHOWN AND INSTALL INFILTRATION TRENCHES. NY GROTON I (SOUTH MAIN STREET LLC
\ \ ♦ 5. INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT. '
6. SEED, MULCH AND STABILIZE ALL DISTURBED AREAS. 228 AVIATION AVENUE, SUITE 200
\ I BURLINGTON, VT 05403
\ ♦ \ 5 1. PRE-CONSTRUCTION MEETING.
o 4.79±ACRE 2. INSTALL E&S CONTROL MEASURES AS SHOWN. Project
-�� \ \_ \ �� I ( ) SOUTH MAIN STREET EXT.
3. HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
\����/�\\ ♦♦\ ,���\� �� �� THE START OF CONSTRUCTION.
�� 4. GRADE AS SHOWN AND INSTALL INFILTRATION TRENCHES.
5. INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT. NORTH PARCEL SOLAR
\\ \ \\\\ \ ♦♦ \ \\ \ 6. SEED, MULCH AND STABILIZE ALL DISTURBED AREAS.
6 + 1. PRE-CONSTRUCTION MEETING. FARM PLAN
(4.26_ACRE) 2. INSTALL E&S CONTROL MEASURES AS SHOWN.
Project Address:
\ \ \ \\\\ ♦ �\ �\ ��\� � \ \ 3. HAVE A QUALIFIED PROFESSIONAL CONDUCT A SITE ASSESSMENT PRIOR TO
\�\� \ \ � � \� \ \ �� THE START OF CONSTRUCTION. SOUTH MAIN STREET
4. GRADE AS SHOWN AND INSTALL INFILTRATION TRENCHES. TOWN OF GROTON
� \ \ \ \ �\ \ ♦♦ P � � \\ � � \� \\ � \\� \ 5. INSTALL SOLAR PANELS AND ASSOCIATED EQUIPMENT. TOMPKINS COUNTY, NEW YORK
\ \ ' _OVA \ \ �� V�A \ VA\ \ \A�� \�� \\ V\\V�� 6. SEED, MULCH AND STABILIZE ALL DISTURBED AREAS. County Tax Contract
V A - \ VA \� \ V� �� \ �� 26-1-25.22 ---
_� \ \ �� �♦ �� V A V - - ,�.�, \- _ - - Regulatory Reference Number:
NOTES:
Title of Drawing: --'
1. SURVEYORS WILL BE INSTRUCTED TO STAKE OUT THE BOUNDARIES FOR EACH PHASE OF
CONSTRUCTION.
2. CONTRACTOR SHALL NOT EXCEED 5 ACRES OF DISTURBANCE AT ANY ONE GIVEN TIME FOR
- EACH PHASE OF CONSTRUCTION UNLESS RECEIVED APPROVAL FOR 5 ACRE WAIVER. N
PHASING PLAN
3. PLEASE NOTE THAT THE ACREAGE FOR EACH PHASE DOES NOT REPRESENT THE ACREAGE OF
PHYSICAL GROUND DISTURBANCE. THE BOUNDARY FOR EACH PHASE IS ONLY A REPRESENTATION
OF THE AREA IN WHICH THE CONTRACTOR MAY OPERATE.
4. EACH PHASE MUST BE STABILIZED IN ACCORDANCE WITH NYSDEC STANDARDS AND
j (BLUEBOOK) OF NEW), Drawing Number:
\ \\\\\ \ \ \ \� \� \ \ \ \ \ \ \\� \ \��� \��� BEGIN ON THOEN EXIT PHAOE ION AND SEDIMENT CONTROL BLUEBOOK BEFORE DISTURBANCE CAN �P���� g� 0, s
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is a violation of Section 7209 `� o
of the New York State Education Law o
a a
7 7—
\ \ A \ \ \ = PROPOSED LEYLAND CYPRESS
VISUAL SCREENING, TYP. 12 SEE
PLANTING DETAIL SHEET C-601 I
_ 7 MINOR CONTOURS (2-FT INTERVAL)
AcaI -1320 MAJOR CONTOURS (10-FT INTERVAL)
PiCD
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v _ / � �� - _ _ _ _ _ _ _ _ = CULVERT
CLIENT DRIVEN SOLUTIONS
PROPERTY BOUNDARY P.W. GROSSER CONSULTING INC.
ZONING SETBACK
i �� / _� / j_�� j_ _�� �� I I \ / / / / — • W W W APPROXIMATE WETLAND AREA 630 Johnson Avenue. . Suite 7
\� / �� /�/ %// j _ /�_ _�\\\ /// / ( / —� — �, •I ADJACENT PROPERTY BOUNDARY
Bohemia. NY. 11716-2618
_ Phone: (631) 589-6353 . Fax: (631) 589-8705
E-mail: INFO PWGROSSER.COM
_ _ / • PAVED ROADWAY @
O O O O GRAVEL ROADWAY CONSULTANTS
jl
— — — _ _� �� I OH OVERHEAD ELECTRICAL UTILITY
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0 0 0 0 8-FT TALL DEER FENCE
SOLAR PANEL ARRAY
Z� �/ SEED RESTORATION LIMITS
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\ `
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�� 1 �, � �/ , _0 — _ �- � � DUST CONTROL MEASURES
I I I I 1 PROPOSED SEEDING AREA, ±26.70 AC. SEE \ • STOCKPILE
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[� CONCRETE WASHOUT
- — — — — — — — -
—————�—----J � �_ � � V AREA OF DISTURBANCE
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\ — 1 ICONqTRL-J('TION DOCUMENTS 06/13/2025
Number Revision Description Revision Date
Designed By Date Submitted
°000000000°o 000O°\o°0000°000 "oo oo°°�\0000000°°o �QQ.°o o\oo 000° oo °°000 o°s,, o
00000°o°oo oo° °o °o 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o Drawn By Date Created
RPV 03/04/2025
Approved By MTS Scale AS NOTED
Client:
NY
UTH
AIN
228 AVOA OON AVOENUEMSUITET OOET), LLC
BURLINGTON, VT 05403
— — -- -- -- -- Project:
SOUTH MAIN STREET EXT.
vvvv \�v y P v -- - - - - - - -- - - - - NORTH PARCEL SOLAR
FARM PLAN
\ \ \\ \ \\\\ \ \ o PROPOSED LEYLAND CYPRESS
\ \ \\ \ \ \\n VISUAL SCREENING, TYP. 23 SEE \ \\ \� Project Address:
- \\ \ \ \ \� \ SOUTH MAIN STREET
PLANTING DETAIL SHEET C-601 \ \\ \ \
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
County Tax Map Number: Contract Number: ti
26-1-25.22 --
_� Regulatory Reference Number:
\ _ — '--
\ \ Title of Drawing:
LANDSCAPING PLAN
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35 JUNIPERUS COMMUNIS COMMON JUNIPER 5-15' 7-13' 3' B&B 15' 103321 10 18 2i
NOTE: SPECIES LISTED ABOVE MAY BE REPLACED WITH SIMILAR NON-INVASIVE, NON-DECIDUOUS ALTERNATIVES. OFESSI�NP Pwcc Project Number
ww
Unauthorized alteration or addition z C
to this drawing and related documents B R R240 5 J
PWGC
is a violation of Section 7209 ` o
of the New York State Education Law o
a a
TYPICAL FILL SECTION TYPICAL CUT SECTION
SELECT FILL PECULATION RATE TO BE AT A MIN EQUAL
TO OR FASTER THAN EXISTING SUB-GRADE I
CLEAN WASHED#57 REMOVE EXISTING TOP BRACE WIRE TO FORM A DOUBLE LOOP IN A FIGURE EIGHT FASHION
REMOVE 6"TO8" I STONE. SOIL MIN 6"TQ8" EXISTING 5"x 16'PRESSURE TREATED POST, POSITIONED OVER THE BRACE PIN AT THE TOP AND IS HELD IN PLACE BY 6"0 x 16'PRESSURE TREATED
12"MIN. SOIL MIN 6"TO 8° VARIES(�4'MAX.) GRADE POST,TYP.OR 3"O.D.
VARIES(24'MAX.) 1:4 SLOPE TO TYP.OR 3"O.D.GALVANIZED STEEL FENCE STAPLES AT THE BOTTOM. THE STAPLES SHOULD BE SET WITH
NYSDOT ITEM STON GRADE EXISTING i 18"MIN. EXISTING GRADE POST OR APPROVED EQUAL SUFFICIENT SPACE TO ALLOW THE WIRE TO BE THREADED THROUGH-DO GALVANIZED STEEL POST OR
STONE. I
APPROVED EQUAL
` 1:4 SLOPE TO 2"WEAR �- '� ��-__� ��
NOT SET THEM TIGHT.
EXISTING GRADE SURFACE I -
NYSDOT ITEM 70302STONE __ ___ ____ _______8"MIN__ _____J_ \
I Al __ _ I 4`T 16'BRACE SPACING,TYP. 16'LINE SPACING,TYP.
OR
I II � DONA A WIRE STRAINER
APPROVED EQUAL
CJ I IIIIIIIIIIII I _t -
IIII�ili-III-III-III- 12.5 GUAGE CLASS 3
-
18'MIN.WRAP GALVANIZED HIGH
GEOTEXTILE AROUND
GEOCELL TENSILE BRACE WIRE(MIN CLIENT DRIVEN SOLUTIONS
CARTHAGE MILLSFX-60HS TENSILE STRENGTH OF
NON WOVEN GEOTEXTILE #4 TYPE 3 REBAR EXISTING SUBGRADE TO 170,000 LBS)
J-HOOKS PER REMAIN UNCOMPACTED. P.W. GROSSER CONSULTING INC.MANUFACTURER
RECOMMENDATIONS
EXISTING SUBGRADE TO
REMAIN UNCOMPACTED. I
GEOCELL MATERIAL, CARTHAGE MILLS CX-206" I 10"GALVANIZED LANDSCAPE SPIKE OR PIN
PWGC
CARTHAGE MILLS CX-20 GEOCELL GEOCELL SYSTEMS(TYP.)(Di 630 Johnson Avenue. . Suite 7
(OR APPROVED EQUAL) PER MANUFACTURE TO SUPPORT BARBED STAPLES MINIMUM 9 GUAGE,CLASS 3 Bohemia. NY. 11716-2618
H2O LOADING/80,000 LBS/AXLE
GEOTEXTILE FABRIC NON WOVEN LOAD 145 KN) GALVANIZED,1 4"LONG.THE TOP AND BOTTOM Phone: (631) 589-6353 . Fax: (631) 589-8705
CARTHAGE MILLS FX-60HS TWO HORIZONTAL WIRES TO BE STAPLED TO LINE E-mail: INFO@PWGROSSER.COM
WITH ANPLAN LIMITED USE ACCESS ROAD TO BE ROANDOMST ALTERNATINOGNAL PATTERNPLESINA
FLUSH WITH ENTRANCE AND MATCH CONSULTANTS
EXISTING ELEVATION
;FPT71 ti
EXISTING ELEVATION GRAVEL ACCESS ROAD DETAIL MAINTAINAMINIMUM6"
WILDLIFE GATE UNDER
i
SCALE: NOT TO SCALE FENCE
GENERAL NOTES: GEOGRID MATERIAL NOTES: EXISTING SUBGRADE THIGH TENSILE 12.5
GUAGE,HIGH TENSILE
1. THE GEOGRID, OR COMPARABLE PRODUCT, IS INTENDED FOR USE IN ALL
WIRE,CLASS 3
ALL POSTS TO BE SET GALVANIZED.WOVEN CONDITIONS, IN ORDER TO ASSIST IN MATERIAL SEPARATION FROM NATIVE SOILS <\
1. USE OF THIS DETAIL/CRITERION IS LIMITED TO ACCESS ROADS USED ON AN OCCASIONAL BASIS ONLY (I.E. PROVIDE USING A MECHANICAL WIRE TO BE COMPRISED \
ACCESS FOR MOWING, EQUIPMENT REPAIR OR MAINTENANCE) AND PRESERVE ACCESS LOADS. POST DRIVER OF 20 RIZONTAL
2. LIMITED USE PERVIOUS ACCESS ROAD IS LIMITED TO LOW IMPACT IRREGULAR MAINTENANCE ACCESS ASSOCIATED 2. GRAVEL FILL MATERIAL SHALL CONSIST OF 1-4" CLEAN, DURABLE, SHARP ANGLED WIRES,ASSEMBLED
CRUSHED STONE OF UNIFORM QUALITY, MEETING THE SPECIFICATION OF WIRES, LSTAY
WITH RENEWABLE ENERGY PROJECTS IN NEW YORK STATE. wITHVERrICALSTAY
3. REMOVE STUMPS. ROCKS AND DEBRIS AS NECESSARY, FILL VOIDS TO MATCH EXISTING NATIVE SOILS AND COMPACTION NYSDOT 703-02, SIZE DESIGNATION 3-5 OF THABLE 703-4. STONE MAY BE PLACED WIRES 12"APART.
LEVEL. IN FRONT OF AND SPREAD WITH A TRACKED VEHICLE. GRAVEL SHALL NOT BE
4. REMOVED TOPSOIL MAY BE SPREAD IN ADJACENT AREAS AS DIRECTED BY THE PROJECT ENGINEER, COMPACT TO THE COMPACTED.
DEGREE OF THE NATIVE IN SITU SOIL. DO NOT PLACE IN AN AREA THAT IMPEDES STORM WATER DRAINAGE. 3. GEOGRID SHALL BE MIRAFI BXG110 OR APPROVED EQUAL. GEOGRID SHALL BE
5. GRADE ROADWAY, WHERE NECESSARY, TO NATIVE SOILS AND DESIRED ELEVATION. MINOR GRADING FOR CROSS SLOPE DESIGNED BASED ON EXISTING SOIL CONDITIONS AND PROPOSED HAUL ROAD 8-FT DEER FENCE DETAIL
CUT AND FILL MAY BE REQUIRED. SLOPES.
6. REMOVE REFUSE SOILS AS DIRECTED BY THE PROJECT ENGINEER. DO NOT PLACE IN AN AREA THAT IMPEDES STORM 4. IF MORE THAN ONE ROLL WIDTH IS REQUIRED, ROLLS SHOULD OVERLAP A SCALE: NOT TO SCALE
WATER DRAINAGE. MINIMUM OF SIX INCHES.
7. THE LIMITED USE PERVIOUS ACCESS ROAD CROSS SLOPE SHALL BE 2.0%. THE LONGITUDINAL SLOPE OF THE ACCESS 5. REFER TO MANUFACTURER'S SPECIFICATION FOR PROPER TYING AND
DRIVE SHOULD NOT EXCEED 10%. CONNECTIONS. BRACING NOTES
8. LIMITED USE PERVIOUS ACCESS ROAD IS NOT INTENDED TO BE UTILIZED FOR CONSTRUCTION WHICH MAY SUBJECT THE 6. LIMITED USE PERVIOUS ACCESS ROAD SHALL BE DRESSED AS REQUIRED WITH 1. BRACING IS REQUIRED AT ALL CORNER, END GATE, AND PULL ASSEMBLIES IN THE FENCE.
ACCESS TO SEDIMENT TRACKING. THIS SPECIFICATION IS TO BE DEVELOPED FOR POST-CONSTRUCTION USE. SOIL ONLY 14" CRUSHED STONE MEETING NYSDOT 703-02 SPECIFICATIONS. BASIS OF 2. CORNERS ARE REQUIRED AT ALL POINTS WHERE THE FENCE ALIGNMENT CHANGES 15 DEGREES OR MORE THREE, 6 IN. X 16 FT.
RESTORATION PRACTICES MAY BE APPLICABLE TO RESTORE CONSTRUCTION RELATED COMPACTION TO PRE-EXISTING DESIGN: TENCATE MIRAFI BXG110 GEOGRIDS; 365 SOUTH HOLLAND DRIVE, VERTICAL POSTS AND TWO 5 IN. X 16 FT. HORIZONTAL BRACES ARE REQUIRED FOR EACH CORNER.
CONDITIONS AND SHOULD BE VERIFIED BY SOIL PENETROMETER READINGS. THE PENETROMETER READINGS SHALL BE PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRA 3. END BRACING IS REQUIRED WHERE THE FENCE ENDS AT A BUILDING OR ON EACH SIDE OF A GATE OPENING. TWO, 6 IN X 16 FT.
COMPARED TO THE RESPECTIVE RECORDED READINGS TAKEN PRIOR TO CONSTRUCTION, EVERY 100 LINEAR FEET VERTICAL POSTS AND ONE 5 IN. X 16 FT. HORIZONTAL BRACE ARE REQUIRED FOR EACH END BRACE.
ALONG THE PROPOSED ROADWAY. 4. PULL ASSEMBLIES ARE REQUIRED IN STRAIGHT SECTIONS OF FENCE SO THAT THE MAXIMUM DISTANCE BETWEEN CORNERS DOES NOT
9. TO ENSURE THAT SOIL IS NOT TRACKED ONTO THE LIMITED USE PERVIOUS ACCESS ROAD, IT SHALL NOT BE USED BY WOVEN GEOTEXTILE MATERIAL NOTES: EXCEED 1,320 DT. TWO 6 IN. X 16 FT. VERTICAL POSTS AND ONE 5 IN. X 16 FT. BRACE ARE REQUIRED
CONSTRUCTION VEHICLES TRANSPORTING SOIL, FILL MATERIAL, ETC. IF THE LIMITED USE PERVIOUS ACCESS IS 1. SPECIFIED GEOTEXTILE WILL ONLY BE UTILIZED IN PLACID SOILS. PLACID SOILS 5. DOUBLE BRACES (FIGURE 4) SHOULD BE USED ON EACH END FOR STRAIGHT FENCE LINES EXCEEDING 1,000 FT. DOUBLE END BRACES
COMPLETED DURING THE INITIAL PHASES OF CONSTRUCTION AND UTILIZED TO REMOVE SEDIMENT FROM CONSIST OF POORLY DRAINED SOILS COMPOSED OF FINELY TEXTURED REQUIRE THREE 6 IN. X 16 FT. HORIZONTAL BRACES.
CONSTRUCTION VEHICLES AND EQUIPMENT PRIOR TO ENTERING THE LIMITED USE PERVIOUS ACCESS ROAD FROM ANY PARTICLES AND ARE PRONE TO RUTTING. PLACID SOILS ARE TYPICALLY PRESENT 6. FENCE SHALL HAVE A MINIMUM HEIGHT OF 8'AS PER CODE.
LOCATION ON, OR OFF SITE. MAINTENANCE OF THE PERVIOUS ACCESS ROAD WILL BE REQUIRED IF SEDIMENT IS IN LOW-LYING AREAS WITH HYDROLOGIC SOILS GROUP (HSG) OF C OR D OR AS
OBSERVED WITHIN THE CLEAN STONE. SPECIFIED FROM AN ENVIRONMENTAL SCIENTIST, SOIL SCIENTIST OR
10. THE LIMITED USE PERVIOUS ACCESS ROAD SHALL NOT BE CONSTRUCTED OR USED UNTIL ALL AREAS SUBJECT TO GEOTECHNICAL DATA.
RUNOFF ONTO THE PERVIOUS ACCESS HAVE ACHIEVED FINAL STABILIZATION. 2. THE CONCERN OF POTENTIAL REDUCTION OF NATIVE INFILTRATION RATES DIE TO
THE GEOTEXTILE MATERIAL WOULD NOT BE A SIGNIFICANT CONCERN IN POORLY 6"0x 16'PRESSURE 1$"ROUND TUBULAR HEAVY DUTY GALVANIZED
11. PROJECTS SHOULD AVOID INSTALLATION OF THE LIMITED USE PERVIOUS ACCESS ROAD IN POORLY DRAINED ARES, TREATED RED PINE POST, GALVANIZED FRAMING 8'x 12'GATE WITH 4"x 4" HEAVY DUTY GALVANIZED
HOWEVER IF NO ALTERNATIVE LOCATION IS AVAILABLE, THE PROJECT SHALL UTILIZE WOVEN GEOTEXTILE MATERIAL AS DRAINED SOILS WHERE SEGREGATION OF PERVIOUS STONE AND NATIVE TYP.OR 3"O.D. MESH PANELS WELDED, 3,
PITLE GATE
DETAILED IN FOLLOWING NOTES. MATERIALS IS CRUCIAL FOR LONG TERM OPERATION AND MAINTENANCE. GALVANIZED STEEL POST TYP. TYPN3 EACH GATE HINGE,
12. THE DRAINAGE DITCH IS OFFERED IN THE DETAIL FOR CIRCUMSTANCES WHEN CONCENTRATED FLOW COULD NOT BE OR APPROVED EQUAL
AVOIDED. THE INTENTION OF THE DESIGN IS TO MINIMIZE ALTERATIONS TO HYDROLOGY, HOWEVER WHEN DEALING WITH BASIS OF DESIGN: TENCATE MIRAFI RSI-SERIES WOVEN GEOSYNTHETICS; 365 SOUTH 2"TO4"
5%-15% GRADES NOT PARALLEL TO THE CONTOUR, A ROADSIDE DITCH MAY BE REQUIRED. THE NYS STANDARDS AND HOLLAND DRIVE, PENDERGRASS, GA; 800-685-9990 OR 706-693-2226; WWW.MIRMIRA 10"MIN. SPACING
12'GATE WIDTH 12'GATE WIDTH
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 DONALDS WIRE STRAINER
BE DESIGNED FOR PROJECT SPECIFIC HYDROLOGIC RUNOFF CALCULATIONS, AND A SEPARATE DETAIL FOR THE OR APPROVED EQUAL
SPECIFIC GRASSED WATERWAY WOULD BE INCLUDED IN THIS PRACTICE. RUNOFF DISCHARGE 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 s
CONDITIONS. PROVIDE KNOCK BOX AND 8
13. IF A ROADSIDE DITCH IS NOT UTILIZED TO CAPTURE RUNOFF FROM THE ACCESS ROAD, THE PERVIOUS ACCESS ROAD T COORDINATE WITH LOCAL 7
WILL HAVE A WELL-ESTABLISHED PERENNIAL VEGETATIVE COVER, WHICH SHALL CONSIST OF UNIFORM VEGETATION (I.E. EMERGENCYSERVICEs 6
BUFFER), 20 FEET WIDE AND PARALLEL TO THE DOWN GRADIENT SIDE OF THE ACCESS ROAD. POST-CONSTRICTION 5
OPERATION AND MAINTENANCE PRACTICES WILL MAINTAIN THIS VEGETATIVE COVER TO ENSURE FINAL STABILIZATION t 4
12.5 GUAGE CLASS 3 3 SWPPP 07/22/2025
FOR THE LIFE OF THE ACCESS ROAD. GALVANIZED HIGH 2 CONSTRUCTION DOCUMENTS 06/27/2025
14. THE DESIGN PROFESSIONAL MUST ACCOUNT FOR THE LIMITED USED PERVIOUS ACCESS ROAD IN THEIR SITE TENSILE BRACE WIRE(MIN 1 CONSTRUCTION DOCUMENTS 06/13/2025
ASSESSMENT/ HYDROLOGY ANALYSIS. IF THE HYDROLOGY ANALYSIS SHOWS THAT THE HYDROLOGY HAS BEEN TENSILE STRENGTH OF Number Revision Description Revision Date
ALTERED FROM PRE-TO POST-DEVELOPMENT CONDITIONS (SEE APPENDIX A OF GP-0-20-001 FOR THE DEFINITION OF 170,00o LBS)
"ALTER THE HYDROLOGY..."), THE DESIGN MUST INCLUDE THE NECESSARY DETENTION/RETENTION PRACTICES TO Designed By Date Submitted
ATTENUATE THE RATES (10 AND 100 YEAR EVENTS) TO PRE-DEVELOPMENT CONDITIONS. MAINTAIN 4"SPACING GATE POST,TYP. Drawn By Date Created
UNDER GATES RPV 03/04/25
LATCH IN OPEN POSITION Approved By scale
MTS AS NOTED
LOCKING TANG Client:
RESTORE GRADE TO MATCH o LOCKING TANG NY GROTON I (SOUTH MAIN STREET), LLC
EXISTING,OR PER SITE PLAN
228 AVIATION AVENUE, SUITE 200
�{ 0.6'TYP. SAW CUT IF PAVEMENT GATE LATCH BURLINGTON, VT 05403
Project:
1'
8-FT DEER FENCE GATE DETAIL SOUTH MAIN STREET, EXT.
i DETECTABLE WARNING TAPE SCALE: NOT TO SCALE 4'MIN. NORTH RTH PARCEL SOLAR
�
SELECT BACKFILL MATERIAL
ELECTRIC CONDUIT OR CABLE 6"0 x 16'PRESSURE TREATED RED PINE POST,TYP.OR FARM PLAN
COMPACTED OR 3"O.D.GALVANIZED STEEL POST OR APPROVED EQUAL
\\\ Project Address:
3'
UNDISTURBED SOIL _�
E
GATE WIDTH
� SOUTH MAIN STREET
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
County Tax Map Number: Contract Number: ti
26-1-25.22 ---
GATE LATCH Regulatory Reference Number:
Title of Drawing:
ELECTRICAL TRENCH DETAIL
0
SCALE: NOT TO SCALE
U
12.5 GUAGE CLASS 3 SITE DETAILS
GALVANIZED HIGH
TENSILE BRACE WIRE(MIN
TENSILE STRENGTH OF
170,000 LBS)
m
GATE POST,TYP.
Drawing Number: �I
LATCH IN OPEN POSITION `�OF NEW a
LOCKING TANG S 04 O�V
o LOCKING TANG �yC =600 a z
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MAN GATE DETAIL '��FESSI4NP PWGC Project Number
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SCALE: NOT TO SCALE Unauthorized alteration or addition z C
to this drawing and related documents B R R240 5 J
is a violation of Section 7209 `� o
of the New York State Education Law o
a a
FUSES CAT No. MANUFACTURER
EXP 4038361C05CB COOPER
1 5 4 3 11 6 9 7 10;X2X3
1 14 CLF HTSS242125 HI-TECH
OVERALL WIDTH 83.0
41.0
19.0 45.2 ECOMMENDED BOLT SIZE
0 0 . 0.5in DIAM.
® � MLO
� � CLIENT DRIVEN SOLUTIONS
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P.W. GROSSER CONSULTING INC.
w 2 350 350 s
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4 350 350 e
0 NJ
q __J O a SPS-630 6 350 350 7 630 Johnson Avenue. . Suite 7
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Bohemia. NY. 11716-2618
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B 350 350 9 Phone: 631 589-6353 . Fax: 631 589-8705
10:� M ® D FRONT VIEW
j N CONDUIT OPENING E-mail: INFO@PWGROSSER.COM
O 7.5 6.5 6.5 6.5 9.2 a)
2 7.9 4.5 4.5 10.0 4.5 4.5 5.9 N z STRUCTURE
LO � DEPTH 30 0 0 CONSULTANTS
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WIDTH 36 36 45
6.5
69.0
16 15 3 16 MINIMUM PAD WIDTH 82.3
41.8 36.2 POWER FLOW r'1
TOP VIEW HV & LV DETAIL MOUNTING PAD-SUGGESTED MINIMUM SIZE
2.65 min.
~I TANK
SURFACE
+ FLOOR PLAN REAR TOP BOTTOM
0.75 CABLE EXIT
R1
+1/8
NTERNAL -0 24
FRONT Q CENTER OF GRAVITY INSIDE 3 12 2.5
� BUBBLE
PARKING STAND DETAIL
~ 6 131
18 19 1.- HAND HOLE 14"X25"
= 2.- REMOVABLE PARTITION
0Lm�_ 39
J 3.- BAYONET FUSE HOLDER WITH DRIP SHIELD 3 3
< 4.- T BLADE SWITCH 630 AMP
5.- PARKING STAND TOTAL OF 3 STRUCTURES, TOTAL WEIGHT 2718 LBS WITH FRONT HINGED DOORS.
O 6.- LIQUID LEVEL GAUGE WITH ALARM CONTACTS (SET AT LOW LEVEL) TOTAL WIDTH 117 INCHES WITH FRONT HINGED DOORS.
7.- PRESSURE RELIEF VALVE 50 SCFM
8.- PRESSURE VACUUM GAUGE WITH ALARM CONTACTS SET AT -7 PSIG TO 7.5 PSIG Structure 1 2 3
9.- THERMOMETER WITH ALARM CONTACTS (SET AT 85 C AND 105 C) Ship-Inches 36.00 36.00 45.00
10.- 1 INCH FILL PROVISION Shi -MM 914 914 1143
21 11.- TAP CHANGER Wdth-Inches 36.00 36.00 45.00
Wdth-MM 914 914 1143, 600A 20.8 12.- HV INTEGRATED BUSHING 25KV CLASS, 125KV BIL Depth(Inner)-In. 30.00 30.00 30.00
79.3 32.4 28.6 13.- SCHRADER VALVE De th Inner -MM 762 762 762
63.3 1 14.- LV BUSHING 10 HOLE BLADE SUPPORTED 45KVBIL 3300A Depth(Outer)-In. 43.00 43.00 43.00
15.- 1" DRAIN VALVE WITH 3/8" SAMPLER Depth Outer -M IV 1092 1092 1092
FRONT VIEW SIDE VIEW 16.- GROUND PADS Height-inches 90.00 90.00 90.00
17.- ANODIZED ALUMINUM NAMEPLATE Hei ht-MM 2286 2286 2286
18.- HV DOOR W/PENTA HEAD BOLT Weight-Lbs.(Est. 710 800 1208
1.378 19.- LV DOOR W/PENTA HEAD BOLT Il Wei ht-K . Est. 322 1 362 1 547
20.- REMOVABLE SILL (MILD STEEL)
21.- TANK (MILD STEEL)
22.- BASE (MILD STEEL)
TRANSFORMER WEIGHTS 23.- LIFTING LUGS 9
Note: Overall Dimensions o 8
are nominal with tolerance CORE & COIL 4 892 LBS 0) 24.- CABINET REMOVABLE HOOD 7
of +/- 0.5 all other TANK AND FITTINGS 4 150 LBS `n 25.- CABINET (MILD STEEL) SWITCHGEAR DETAIL 6
dimensions have a tolerance 564 GALLONS OF VG-100 4 242 LBS 0 26.- DOOR HANDLE WITH PROVISION FOR PADLOCK 5
of +/- 0.1 TOTAL WEIGHT 13 284 LBS ANCHORING DETAIL 27.- TANK COVER SCALE: NOT TO SCALE 4
TOTAL WEIGHT HAVE A TOLERANCE OF +/-5%COLOR: ANSI 70 GRAY 28.- RADIATORS (MILD STEEL) z CONSTRUCTION DOCUMENTS 06/27/2025
DESIGNED TO OPERATE BELOW 3300.0 FEET ABOVE SEA LEVEL 29.- JACK BOSSES 1 CONSTRUCTION DOCUMENTS 06/13/2025
30.- TERMINAL BLOCK Number Revision Description Revision Date
Designed By Date Submitted
TRANSFORMER DETAIL Drawn By Date Created
RPV 03/04/25
Approved By Scale
SCALE: NOT TO SCALE Client: MTS AS NOTED
NY GROTON I (SOUTH MAIN STREET), LLC
228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
Project:
TRANSFORMER SOUTH MAIN STREET, EXT.
EDGE OF CRUSHED SWITCHBOARD STONE BASE EXTENDS 1 z' NORTH RTH PARCEL SOLAR
PAST EDGE OF VAULT
FARM PLAN
Project Address:
SOUTH MAIN STREET 19
TOWN OF GROTON
TOMPKINS COUNTY, NEW YORK
County Tax Map Number: Contract Number: ti
26-1-25.22 ---
MANHOLE ACCESS Regulatory Reference Number: ...
TRANSFORMER HATCH Title of Drawing:
o_
8'-6"
SWITCHBOARD
U
6'-4"
VAULT ACCESS,TYP. VAULT ACCESS,TYP. SITE DETAILS II N
�- 19, -
Drawing Number:
,EOF NEW y
G�.PEL SC
o
C =601 -.4 ?
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TRANSFORMER AND SWITCHGEAR CONCRETE = Sheet of o
J'FOA 103321 �� 12 18 y
PAD DETAIL Q
"'OFESS'O� PWGC Project Number:
SCALE: NOT TO SCALE w
� w
Unauthorized alteration or addition z C
to this drawing and related documents B RR2405 J
is a violation of Section 7209 `� o
of the New York State Education Law o
rL rl
COPPER CLAD
GROUND ROD
NOTES:
1. THE COPPERWELD MESH GRID SHALL HAVE 3 INCHES OF#2 CRUSHED
STONE BENEATH IT AND SHALL BE LAID 3 INCHES BELOW GRADE, OUTDOOR STRUCTURE ELECTRICAL NOTES:
COVERED BY#2 CRUSHED STONE. PHOTO'S OF BELOW GRADE
GROUNDING INSTALLATION SHALL BE SUBMITTED TO NATIONAL GRID FOR CLEARANCES 1. REFER TO NATIONAL GRID "SPECIFICATIONS FOR ELECTRICAL INSTALLATIONS" &
C-STYLE TAPS REVIEW PRIOR TO BACKFILL. "SUPPLEMENTS TO THE SPECIFICATIONS FOR ELECTRICAL INSTALLATIONS" FOR ADDITIONAL
CONNECTED TO GRID PREFERRED NOMINAL SYSTEM VOLTAGE 13.2kV DETAILS. ANY MODIFICATONS FROM NATIONAL GRIDS STANDARDS MUST BE SUBMITTED AND
5'-0" APPROVED BY NATIONAL GRID PRIOR TO INSTALLATION.
0
B.I.L. 110kV 2. ALL NON-CURRENT CARRYING METALLIAC PARTS SHALL BE BONDED TO EQUIPMENT GROUND
POLE #4 EQUIPMENT GROUND WITH A STRANDED #4AWG BARE COPPER CONDUCTOR. THIS INCLUDES SWITCH FRAMES, GUY CLIENT DRIVEN SOLUTIONS
PWGC
WIRE DOWN LEAD MAX. kV RATING 15.5 WIRES, SWITCH BASES, AND THE NEUTRAL CONDUCTOR.
LIGHTNING ARRESTER 3. POLES SHALL BE CLASS 3, FULL LENGTH PENTA TREATMENT, AND CONFORM TO THE P.W. GROSSER CONSULTING INC.
POTENTIAL EQUALIZING GROUND WIRE DOWN (A) RECOMMENDED CENTERLINE-TO-CENTERLINE SPACING 21
-0" STANDARDS OF EEI TD-103 &ANSI 05.1. CROSSARMS SHALL CONFORM TO SPECIFICATIONS OF
GRID 8"X8" LEAD OF BUSES EEI TD-90.
6'4' COPPERWELD MESH RECOMMENDED 18" 4. POLES SHALL BE A MINIMUM OF 40' IN HEIGHT, SET AT 6' MINIMUM DEPTH. 630 Johnson Avenue. . Suite 7
200A FLEXIBLE CU.BRAID (B)CLEARANCE BETWEEN LIVE 5. LOCATIONS AND QUANTITIES OF STRUCTURAL COMPONENTS ARE SUBJECT TO A DELEGATED Bohemia. NY. 11716-2618
TYPICAL SWITCH PARTS MINIMUM 12" DESIGN IS REQUIRED TO VERIFY THE STRUCTURAL INTEGRITY OF THE OVERHEAD Phone: (631) 589-6353 . Fax: (631) 589-8705
HANDLE TRANSMISSION SYSTEM AND SHALL ENCOMPASS ALL OF THE VARIABLE INCLUDING, BUT NOT E-mail: INFO@PWGROSSER.COM
RECOMMENDED 10" LIMITED TO: GUY WIRES, ALL POLES & POLE MOUNTED EQUIPMENT, AND WIRING REQUIRED
LIGHTNING ARRESTOR CONNECT DOWN LEADS (C)CLEARANCE FROM LIVE FOR OVERHEAD TRANSMISSION. THE DELEGATED DESIGN SHALL BE COMPLETED AND SEALED CONSULTANTS
GROUND WIRE DOWN CONNECT TAPS TO GROUND RODS PARTS-TO-GROUND BY A LICENSED PROFESSIONAL ENGINEER AND INCLUDED AS PART OF THE SUBMITTAL
TO GRID MINIMUM 7"
LEAD 1 C TYPE TAP CONNECTORS PROCESS.
MIN CLEARANCE TO UNGUARDED (D)VERTICAL 9'-6" 6. POLES SHALL BE A MINIMUM OF 25FT APART. REFER TO SITE PLANS FOR EXACT SPACING.
POTENTIAL EQUALIZING GRID LIVE PARTS FOR PERSONNEL ON 7. REFER TO ESB 752-1994, SERVICE ABOVE 15,000 VOLTS, LARGE COMMERCIAL & INDUSTRIAL
#4AWG BARE COPPER g"X 8"COPPERWELD MESH FOOT (E) HORIZONTAL 3'_61' FOR REFERENCES TO FIGURES FOR TABLE "OUTDOOR STRUCTURE ELECTRICAL CLEARANCES.
Jwd OUTDOOR STRUCTURE ELECTRICAL
#2 CRUSHED STONE SPACING OF HORN GAP (F) PHASE-TO-PHASE 3'-0"
r,
GROUND ROD SWITCHES WITHOUT ARC
3" CLAMP EXTINGUISHING DEVICES (G) PHASE—TO—GROUND 2'-0"
6"MIN 5/8"X 8'GROUND ROD (H) MINIMUM VERTICAL
WIRE 22'-0"
CLEARANCE TO UNGUARDED
3'MIN 3'MIN LIVE PARTS FOR VEHICULAR
TRAFFIC RIGID BUS 22'-0"
(S)SAFETY CLEARANCE TO
STATION FENCE MINIMUM 10'-2"
GROUND GRID & SWITCH HANDLE GROUNDING DETAILS
6 SCALE: NOT TO SCALE
10' 10' r 10,
42"
42"
52" 42" 52„ 52" 42" 52,r
18" 18" _1811—
18„ CROSSBAR(TYP) 18" CROSSBAR(TYP)
10"
4'
-2"
1.0'
5'.0"
8'8'
I
XM
I
I
1° SOLID BLADE 3'6"
to CUTOUT(TYP)
7"MIN
I � s
UTILITY METER \ -- / 8
7"MIN 7"MIN UTILITY
CLASS 1 CABLE 7
I
TERMINATION(TYP) 18"MIN \ I / 5
II
GROUND ALL 4
MOUNTING BRACKETS 3 SWPPP 07/22/2025
II I I I I CONSTRUCTION DOCUMENTS 06/27/2025PRE-FORM DEADEND GRIP PRE-FORM DEADEND GRIP PRE-FORM DEADEND GRIP PRE-FORM DEADEND GRIP 2
1 CONSTRUCTION DOCUMENTS 06/13/2025
Number Revision Description Revision Date
II II II
Designed By Date Submitted
II II II
7"MIN Drawn By Date Created
RPV 03/04/25
Approved By Scale
l i MTS AS NOTED
Client:
NY GROTON I (SOUTH MAIN STREET), LLC
I I I I I I I I 228 AVIATION AVENUE, SUITE 200
I I i i I I 5"SCH80 PVC CONDUITS RUN I BURLINGTON, VT 05403
WITHIN RISER LINE GUARD TO Project:
UNDERGROUND TRANSITION
II I I I I SOUTH MAIN STREET, EXT.
METER CABINET WITH
I I II
I METER CABINET
COMMUNICATIONS(BY UTILITY)
NORTH PARCEL SOLAR
II II II II
I I II FROST(EXPANSION)SLEEVE I I FARM PLAN
WITHIN RISER LINE GUARD
B FINISH
G
Project Address:
I
5"SCH PVC SCH PVC I I SOUTH MAIN STREET I I I COUPLERS BELOW FINISH GRADE
TOWN OF GROTON
3.6' 4.0' I I I 0.8' I o$' TOMPKINS COUNTY, NEW YORK
County Tax Map Number: Contract Number: ti
-I lip _ -_- -_- - ____ __- 26-1-25.22 ___ a
11=1 I I- - - J,,JIB I J; I I-I 1=1 I-I 1=1 1_ Regulatory Reference Number
I I- -111-
1l1�, -11� J —� =1�1 i -III— _ICI— Title of Drawing:
0
TRANSITION TO
SCH40 PVC SITE DETAILS III
N
V
POLE C1 -CUSTOMER OWNED POLE WITH POLE C4-CUSTOMER OWNED RISER , POLE
MAIN SERVICE DISCONNECT, C511 GANG POLE C2-CUSTOMER OWNED POLE WITH POLE C3-CUSTOMER OWNED POLE WITH CUSTOMER METER AND 600A Drawing Number
��-(JF NEW),
1 OPERAT��AIR BREAK 2 CUSTOMER OWNED RECLOSER, R516 3 WITH UTILITY OWNED METER 4 SOLID BLADE CUTOUTS, C513 C'` �PE� S�4No�i- ES SCALE: NOT TO SCALE SCALE: NOT TO SCALE SCALE: NOT TO SCALE `� C =602
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CLI a°'
W s �
Za = Sheet of
TYPICAL UTILITY POLE DETAIL sFOA 103321 13 18
S '�OFESSIONP PWGCProjectNumber
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SCALE: NOT TO SCALE
Unauthorized alteration or addition z C
to this drawing and related documents B R R240 5 J
is a violation of Section 7209 `� o
of the New York State Education Law o
a a
3' PWGC
CLIENT DRIVEN SOLUTIONS
O O P.W. GROSSER CONSULTING INC.
suvillb
muss 630 Johnson Avenue. . Suite 7 UUUU Bohemia. NY. 11716-2618
1 uuu Phone: (631) 589-6353 . Fax: (631) 589-8705
BULLROCKSOLARE-mail: INFO@PWGROSSER.COM
CONSULTANTS
This Solar Facility is Operated and Maintained
`Zr by Bullrock Solar DETAIL 5 Pivot arm per table
PV Module in schedule(s)
\\ rotated position
Email: solar@bullrockcorp.com
Phone: (802) 613-2488 \ /
\\ // PV Module in
\ / stowed position
In Any Case of Life Threatening Emergency call 911
O O O
Z / \
Q // \\ Purlin per stowed
NO position schedules)
WARNING DAN ER 0 G / \
TRESPASSING / \
� DETAIL 3 // \
ANYONE DAMAGING, VANDALIZING, OR z \ /
u u a / \
INTERFERING WITH THE OPERATION OF HIGH H PRIVATE PROPERTY. a / \
THIS FACILITY IS IN VIOLATION OF TITLE VOLTAGE. UNAUTHORIZED ENTRY PROHIBITED. \ V
18. UNITED STATES CODE SECTION 1366 VIOLATORS WILL BE PROSECUTED UNDER
AND PUNISHABLE BY 10 YEARS KEEP OUT AUTHORITY OF THE STATE OF NEW YORK
IMPRISONMENT AND $50,000 FINE. PENAL LAW SECTION 140.10 w N
Post per post z < al
NOTES: schedule(s) w Z) C
1. SIGNS SHALL BE UV RESISTANT AND IN COLOR. SIGN MATERIAL SHALL BE HDPE OR LIGHT GAGE GALVANIZED STEEL. v .E
2. SIGNS TO BE ATTACHED TO FENCING WITH PERMANENT FASTENERS. 2
3. THE DETAILS SHOWN ARE TYPICAL FOR PERMITTING PURPOSES AND MAY BE REPLACED BY EQUIVALENT ±0.00
ALTERNATIVES PRIOR TO ISSUANCE OF BUILDING PERMIT. ° a °
SIGN DETAIL
a a ° 4 ° 9
SCALE: NOT TO SCALE ° a ° a L — J ° d ° 8
A 7
6
5
4
3 SWPPP 07/22/2025
2 1CONSTRUCTION DOCUMENTS 06/27/2025
CONSTRUCTION DOCUMENTS 06/13/2025
n ZONE CONTROLLER MAST Number Revision Description Revision Date
Designed By Date Submitted
n PV Module
Drawn By Date Created
RPV 03/04/25
PV Module Gear Box Approved By Scale
CORRUGATED METAL ROOF WITH RIDGE SEAM / FLASHING MTS AS NOTED
Client:
Pivot arm purlin clip each NY GROTON I (SOUTH MAIN STREET), LLC
end [ (2) S7342-7] 228 AVIATION AVENUE, SUITE 200
INV-1 INV— INV— INV— INV— o 0 oa�o
p p BURLINGTON, VT 05403
Li
LACE 18" SERVICE LOOP OOO Project
®a�0 SOUTH MAIN STREET, EXT.
ON THIS UNISTRUT
z
- NORTH PARCEL SOLAR>I H M h -f H H r T - T
z I
Lever arm ° ° FARM PLAN
® O
(4) 3/8" x 3/4" HH Galy. Mounting plate Project Address:
Bolt& Nut [2GB37X075HH] I beyond SOUTH MAIN STREET
WITH 3/8" Galy. Washer
[2W37GALV] and 3/8" I ® p TOWN OF GROTON
Galy. Lock washer
[2W37GALV-LOCK] TOMPKINS COUNTY, NEW YORK
INV- INV- INV- INV- INV-1 County Tax Map Number: Contract Number
26-1-25.22 ---
Purlin per table FRONT VIEW REAR VIEW Regulatory Reference Number: ---
pop Rqq PopN schedules u I es F FTitle of Drawing:
oPost per post Component
schedule(s) on layout sheet(s) o
Pivot arm [S7340]
DGE INV-1 INV-2 INV-3 INV-4 INV-5 OF CRUSHED
STONE BASE EXTENDS 1'
PAST ROOF EDGE SITE DETAILS IV
DETAIL 3 DETAIL 5
m
INVERTER BANK DETAIL TRACKER SOLAR ARRAY DETAIL Drawing Number:
-OF NEW
SCALE: NOT TO SCALE SCALE: NOT TO SCALE Q �P0- SCq y0, s
"�° � C =603 _
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r
W s �
Za = Sheet of
JF�A 103321 14 18
' PWGC Project Number:
SSIONP
w
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to this drawing and related documents B R R240 5 J
is a violation of Section 7209 o
of the New York State Education Law o
a rl
STANDARD AND SPECIFICATIONS FOR SYMBOL SYMBOL SYMBOL
50'MIN. - EXISTING
TEMPORARY CONSTRUCTION AREA 3• S' PAVEMENT I = CRS = CONSTRUCTION SPECIFICATIONS
SEEDING FOR WINTER SHUTDOWN 6"MIN.
EXISTING FILTER Z MOUNTABLE BERM 1. ALL GRADED OR DISTURBED AREAS INCLUDING SLOPES SHALL BE PROTECTED DURING
CONSTRUCTION SPECIFICATIONS GROUND CLOTH (OPTIONAL) CLEARING AND CONSTRUCTION IN ACCORDANCE WITH THE APPROVED SEDIMENT
1. THE AREA MUST BE ROUGH GRADED AND SLOPES PHYSICALLY STABLE. LARGE 50'MIN. CONTROL PLAN UNTIL THEY ARE PERMANENTLY STABILIZED.
DEBRIS AND ROCKS ARE USUALLY REMOVED. 2. ALL SEDIMENT CONTROL PRACTICES AND MEASURES SHALL BE CONSTRUCTED,
2. SEED BED MUST BE SEEDED WITHIN 24 HOURS OF DISTURBANCE OR APPLIED AND MAINTAINED IN ACCORDANCE WITH THE APPROVED SEDIMENT
SCARIFICATION OF THE SOIL SURFACE WILL BE NECESSARY PRIOR TO EXISTING 10'MIN. CONTROL PLAN AND THE "STANDARDS AND SPECIFICATIONS FOR SOIL EROSION
SEEDING. GROUND AND SEDIMENT CONTROL IN DEVELOPING AREAS".
3. FERTILIZER OR LIME ARE NOT TYPICALLY USED FOR TEMPORARY SEEDINGS.
4. LATE FALL OR EARLY WINTER, THEN SEED CERTIFIED 'AROOSTOOK'WINTER RYE 3. TOPSOIL REQUIRED FOR THE ESTABLISHMENT OF VEGETATION SHALL BE STOCKPILED PWGC
AT 100 LBS. PER ACRE (2.5 LBS./1000 SQ. FT.). 12'MIN. �, 12'MIN. PAVEMENT CONSTRUCTION SPECIFICATIONS IN AMOUNT NECESSARY TO COMPLETE FINISHED GRADING OF ALL EXPOSED AREAS.
5. HYDRO-SEEDING METHOD TO BE USED WHICH WILL PROVIDE UNIFORM r 4. AREAS TO BE FILLED SHALL BE CLEARED, GRUBBED, AND STRIPPED OF TOPSOIL TO CLIENT DRIVEN SOLUTIONS
APPLICATION OF SEED TO THE AREA AND RESULT IN RELATIVELY GOOD SOIL T REMOVE TREES, VEGETATION, ROOTS OR OTHER OBJECTIONABLE MATERIAL.
TO SEED CONTACT. 10'MIN.
PIAN VIEW
6. MULCH THE AREA WITH WOOD FIBER HYDRO-MULCH OR OTHER SPRAYABLE 11 1. CLEAN AND STRIP ROADBED AND PARKING AREAS OF ALL VEGETATION, 5. AREAS WHICH ARE TO BE TOPSOILED SHALL BE SCARIFIED TO A MINIMUM DEPTH OF P.W. GROSSER CONSULTING INC.
PRODUCTS APPROVED FOR EROSION CONTROL. L ROOTS AND OTHERS OBJECTIONABLE MATERIAL. FOUR INCHES PRIOR TO PLACEMENT OF TOPSOIL.
2. LOCATE PARKING AREAS ON NATURALLY FLAT AREAS AS AVAILABLE. 6. ALL FILLS SHALL BE COMPACTED AS REQUIRED TO REDUCE EROSION, SLIPPAGE,
STANDARD AND SPECIFICATIONS FOR LOOSE CONSTRUCTION SPECIFICATIONS KEEP GRADES SUFFICIENT FOR DRAINAGE, BUT NOT MORE THAN 2 TO 3 PERCENT. SETTLEMENT, SUBSIDENCE OR OTHER RELATED PROBLEMS. FILL INTENDED TO
SUPPORT BUILDINGS, STRUCTURES AND CONDUITS, ETC. SHALL BE COMPACTED 630 Johnson Avenue. . Suite 7
STABILIZATION BLANKETS FOR WINTER SHUTDOWN 1. STONE SIZE - USE 2" STONE, OR RECLAIMED OR RECYCLED CONCRETE EQUIVALENT. 3. PROVIDE SURFACE DRAINAGE AND DIVERT EXCESS RUNOFF TO STABILIZED AREAS. IN ACCORDANCE WITH LOCAL REQUIREMENTS OR CODES. Bohemia. NY. 11716-2618
HYDRAULICALLY APPLIED BLANKETS 2. LENGTH - NOT LESS THAN 50 FEET (EXCEPT ON A SINGLE RESIDENCE LOT WHERE 7. ALL FILL TO BE PLACED AND COMPACTED IN LAYERS NOT TO EXCEED 8 INCHES Phone: (631) 589-6353 . Fax: (631) 589-8705
THESE BLANKETS ARE FORMED BY MIXING DIFFERENT TYPES OF A 30 FOOT MINIMUM LENGTH WOULD APPLY). 4. VMAINTAIN EGETATION SHED.AND STABILIZED WITH IN THICKNESS.
AS SOON AS GRADING IS ACCOMPLISHED.
E-mail: INFO@PWGROSSER.COM
MATERIALS WITH WATER AND ARE THEN APPLIED USING STANDARD 3. THICKNESS - NOT LESS THAN SIX (6) INCHES. 8. EXCEPT FOR APPROVED LANDFILLS, FILL MATERIAL SHALL BE FREE OF FROZEN
EE EQUIPMENT. THESE BLANKETS SHOULD NOT BE
USED IN AREAS OF CONCENTRATED FLOW SUCH AS DITCHES AND 4. WIDTH - TWELVE (12) FOOT MINIMUM, BUT NOT LESS THAN THE FULL WIDTH AT 5. SPREAD 6-INCH COURSE OF CRUSHED STONE EVENLY OVER THE FULL WIDTH OF THE PARTICLES, BRUSH, ROOTS, SOD, OR OTHER FOREIGN OR OTHER OBJECTIONABLE
USED CHANNELS. POINTS WHERE INGRESS OR EGRESS OCCURS. TWENTY-FOUR (24) FOOT IF SINGLE ROAD AND SMOOTH TO AVOID DEPRESSIONS. MATERIALS THAT WOULD INTERFERE WITH OR PREVENT CONSTRUCTION OF CONSULTANTSENTRANCE TO SITE. SATISFACTORY FILLS.
FIBER FLEXIBLE GROWTH MEDIUM - THIS METHOD HAS THE ADDED COMPONENT 1/2 INCH 6 PROVIDE APPROPRIATE SEDIMENT CONTROL MEASURES TO PREVENT OFFSITE 9. FROZEN MATERIALS OR SOFT, MUCKY OR HIGHLY COMPRESSIBLE MATERIALS SHALL
LONG, CRIMPED MANMADE FIBERS WHICH ADD A MECHANICAL BOND TO THE CHEMICAL
.CAL BOND 5. FILTER CLOTH - WILL BE PLACED OVER THE ENTIRE AREA PRIOR TO PLACING SEDIMENTATION. NOT BE INCORPORATED IN FILLS.
PROVIDED BY BFMS. THIS INCREASES THE BLANKETS RESISTANCE TO BOTH RAINDROP OF STONE.
IMPACT AND EROSION DUE TO RUNOFF. UNLIKE BFMS, A FLEXIBLE GROWTH MEDIUM 10. FILL SHALL NOT BE PLACED ON SATURATED OR FROZEN SURFACES.
TYPICALLY DOES NOT REQUIRE A CURING TIME TO BE EFFECTIVE. PROPERLY APPLIED, AN 6. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CON-
FGM IS ALSO VERY EFFECTIVE. STRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS 11. ALL BENCHES SHALL BE KEPT FREE OF SEDIMENT DURING ALL PHASES OF
THERE IS NO NEED TO SMOOTH THE SLOPE PRIOR TO APPLICATION. IN FACT SOME IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. DEVELOPMENT.
ROUGHENING OF THE SURFACE (EITHER NATURAL OR MECHANICALLY INDUCED) IS 7, MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL
PREFERABLE. PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS-OF-WAY, ALL 12. SEEPS OR SPRINGS ENCOUNTERED DURING CONSTRUCTION SHALL BE HANDLED IN
HOWEVER, LARGE ROCKS (>-9 INCHES) AND EXISTING RILLS SHOULD BE REMOVED PRIOR TO SEDIMENT SPILLED, DROPPED, WASHED OR TRACTED ONTO PUBLIC RIGHTS-OF-WAY ACCORDANCE WITH THE STANDARD AND SPECIFICATION FOR SUBSURFACE DRAIN
APPLICATION. MIXING AND APPLICATION RATES SHOULD FOLLOW MANUFACTURERS MUST BE REMOVED IMMEDIATELY. OR OTHER APPROVED METHOD.
RECOMMENDATIONS. 13. ALL GRADED AREAS SHALL BE PERMANENTLY STABILIZED IMMEDIATELY FOLLOWING
CONSTRUCTION SPECIFICATIONS 8. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON A AREA STABILIZED WITH
STONE AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. FINISHED GRADING.
1. FGMS ARE TYPICALLY APPLIED IN TWO STAGES. UNLESS SPECIFICALLY 9, PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH 14. STOCKPILES, BORROW AREAS AND SPOIL AREAS SHALL BE SHOWN ON THE PLANS AND
RECOMMENDED TO BE APPLIED IN ONE APPLICATION BY THE MANUFACTURER. RAIN. SHALL BE SUBJECT TO THE PROVISIONS OF THIS STANDARD AND SPECIFICATION.
2. THE SEED MIXTURE AND SOIL AMENDMENTS SHOULD BE APPLIED FIRST.
3. AFTER THE SEED MIXTURE IS APPLIED, THE HYDRAULICALLY APPLIED BLANKETS U.S. DEPARTMENT OF AGRICULTURE STABILIZED U.S. DEPARTMENT OF AGRICULTURE U.S. DEPARTMENT OF AGRICULTURE
SHOULD BE SPRAYED OVER THE AREA AT THE REQUIRED APPLICATION RATE, NATURAL RESOURCES CONSERVATION SERVICE NATURAL RESOURCES CONSERVATION SERVICE CONSTRUCTION ROAD NATURAL RESOURCES CONSERVATION SERVICE LANDGRADING
ACCORDING TO THE MANUFACTURES RECOMMENDATIONS NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION CONSTRUCTION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION STABILIZATION NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION SPECIFICATIONS
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE ENTRANCE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE
U.S. DEPARTMENT OF AGRICULTURE EEDING/STABILIZATIO
NATURAL RESOURCES CONSERVATION SERVICE
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION BLANKET
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE SPECIFICATIONS
SYMBOL SYMBOL
2"x2" WOODEN STAKES PLACED 10' O.C.
COMPOST FILTER SOCK
STABILIZE ENTIRE PILE WITH VEGETATION BLOWN/PLACED FILTER MEDIA
OR COVER UNDISTURBED
DISTURBED AREA AREA
W W 2 SLOPE OR LESS
W 12„
W �
W W
W W W W W MIN.
W W W W W W W W W W
W W W W W W W W W
APPLY LIME TO BRING SOIL PH W W W W WW W W W W W W
SECTION VIEW
W W W W W W W W W W
TO 6.5 TEMPORARY SEED W W W W W W W W W W W W
W W W
MULCH:LAYER OF COMMON HAY FERTILIZER:COMMERCIAL
OR STRAW:2 TONS PER ACRE 5-10-5,175 POUNDS PER ACRE
TOP SOIL TOP SOIL
EXISTING CONTOURS
�\ SILT FENCE
(WITH WIRE FENCING /
SUPPORT IN SLOPES>2:1) s°ry
\� DISTURBED
\ AREA / T 00
INSTALLATION NOTES ® \0 p� /
CONSTRUCTION SPECIFICATIONS 1. AREA CHOSEN FOR STOCKPILING OPERATIONS SHALL BE DRY ' ® 9 1. TOP SOIL,SEED,MULCH,AND FERTILIZER DISTURBED SOIL AREAS THAT WILL BE EXPOSED FOR 14 DAYS AND STABLE. ® 7
OR MORE 2. MAXIMUM SLOPE OF STOCKPILE SHALL BE 2:1.
3. UPON COMPLETION OF SOIL STOCKPILING,EACH PILE SHALL BE 6
SURROUNDED WITH EITHER SILT FENCING OR STRAWBALES, 2"x2" WOODEN 5
THEN STABILIZED WITH VEGETATION OR COVERED. STAKES PLACED 10' O.C. UNDISTURBED 4
4. SEE SILT FENCE DETAIL ABOVE. COMPOST FILTER SOCK AREA 3 SWPPP 07/22/2025
5. SILT FENCE TO BE 10'FROM TOE OF SLOPE AND 10'FROM 2 CONSTRUCTION DOCUMENTS 06/27/2025
PROPERTY LINES. PLAN VIEW 1 CONSTRUCTION DOCUMENTS 06/13/2025
Number Revision Description Revision Date
U.S. DEPARTMENT OF AGRICULTURE TEMPORARY TOPSOIL Designed By Date Submitted
NATURAL RESOURCES CONSERVATION SERVICE
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION FERTILIZER, SEED SOIL STOCK PILE DETAIL COMPOST FILTER
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE AND MULCH DETAIL ADAPTED FROM DETAILS PROVIDED BY: FILTREXX SOCK Drawn By Date Created
RPV 03/04/25
Approved By Scale
/. MTS AS NOTED
Client:
NY GROTON I (SOUTH MAIN STREET), LLC
5'MIN SYMBOL SYMBOL A7 B
10 MILS-`��pIi>� - 228 AVIATION AVENUE, SUITE 200
® ® LINERPLASTIC RJR \C I�-� �C,L� BURLINGTON, VT 05403
LINER Project:
. I �_-� w/2
STAKES �-c �R _ I� REMOVE ALL PLASTIC & WIRE TABS. SOUTH MAIN STREET, EXT.
(TYP) , DISCHARGE TO
D 1 Z b Z 1 -�����~\� - C d d/2 SEMI-CONFINED SECTION
_ CONDITION)
UMTAILWATER OF NOT CUT BURLAP FROM SIDES NORTH PARCEL SOLAR
TRAPEZIODAL CROSS SECTION CONDITION) OF BALL.
® ® SANDBAG w/2 \ REMOVE ALL PLASTIC CORDS FROM
D 4 - T/2 - I TREE BALL, IF PRESENT. FARM PLAN
® ® ® ®� T I A--J B--J
10 MIL
PLASTIC LINER STRAW BALES PARABOLIC CROSS SECTION I La _ I Project Address:
PLAN ` SOUTH MAIN STREET
OTHER MATERIAL
CONSTRUCTION SPECIFICATIONS RISER PLANVIEW
EVERGREEN TREE TOWN OF GROTON
10 MIL MAY BE USED 1. ALL TREES, BRUSH, STUMPS, OBSTRUCTIONS, AND OTHER OBJECTIONABLE MATERIAL �X MIN. DEPTH = DISCHARGE OR TOMPKINS COUNTY NEW YORK
PLASTIC LINER AS APPROVED BY f
SHALL BE REMOVED AND DISPOSED OF SO AS NOT TO INTERFERE WITH THE
CITY TAILWATER DEPTH, WHICHEVER IS 2
BINDINGWIRE PROPER FUNCTIONING OF THE WATERWAY. GREATER DEPTH DICTATED BY SOIL SAUCER, TOP W/ MULCH County Tax Map Number: Contract Number: c
STRAW BALES 2. THE WATERWAY SHALL BE EXCAVATED OR SHAPED TO LINE, GRADE, AND CROSS CHANNEL SECTION AT Z LLJ 26-1-25.22 --- a
NATIVE MATERIAL SECTION AS REQUIRED TO MEET THE CRITERIA SPECIFIED HEREIN, AND BE FREE OF
DISCH. END OF APRON SET TOP OF ROOTBALL 1" ABOVE Regulatory Reference Number:
(OPTIONAL) BANK PROJECTIONS OR OTHER IRREGULARITIES WHICH WILL IMPEDE NORMAL FLOW. d/2 PIPE 6"MIN. o 0FINISH GRADE ---
3. FILLS SHALL BE COMPACTED AS NEEDED TO PREVENT UNEQUAL SETTLEMENT THAT Cq Title of Drawing:
WOULD CAUSE DAMAGE IN THE COMPLETE WATERWAY. O T MIN. (=j SHREDDED BARK MULCH AT 4" DEPTH
SECTION GRADED AGGREGATE �� Z o
SANDBAG WOOD OR SANDBAG 4 DISPOSED ALL TOF SOOTHAT TVED DWILOLTNOTDINDTERFER IN ONWTRH THE
IONFUNCTIONING OF SHALL BE ETHDEOR FILTER OR FILTER CLOTH Q 4" DEPTH OF COMPOST, INSTALL _
METALSTAKES WATERWAY. L_J m AND MIX W/PLANTING BACKFILL EROSION AND
PROFILE VIEW 1.0' MIXTURE `
CONSTRUCTION SPECIFICATIONS 5. STABILIZATION SHALL BE DONE ACCORDING TO THE APPROPRIATE STANDARD G
AND SPECIFICATIONS FOR VEGETATIVE PRACTICES. REMOVE BURLAP FROM TOP 1/3 S E D� C O N T RO L
1.NO WASHING OUT OF CONCRETE TRUCKS OR WASHING OF SWEEPINGS FROM EXPOSED AGGREGATE A. FOR DESIGN VELOCITIES OF LESS THAN 3.5 FT. PER. SEC., SEEDING AND w=d+La w=d+La OF PLANTING BALL N
CONCRETE INTO STORM DRAINS,OPEN DITCHES,STREETS,OR STREAMS IS ALLOWED. MULCHING MAY BE USED FOR THE ESTABLISHMENT OF THE VEGETATION. _
2.EXCESS CONCRETE IS NOT ALLOWED TO BE DUMPED ON-SITE,EXCEPT IN DESIGNATED TEMPORARY CONCRETE d/2 4" PREP PARED PLANTING MIXTURE DETAILS
IT IS RECOMMENDED THAT, WHEN CONDITIONS PERMIT, TEMPORARY 4" D_
WASHOUT PIT AREAS. I~� �/ o =
3.ON-SITE TEMPORARY CONCRETE WASHOUT AREAS WILL BE LOCATED AT LEAST 50 FEET FROM STORM DRAINS, WATERWAYS OR OTHER MEANS SHOULD BE USED TO PREVENT WATER FROM / w 25/ COMPOST N
OPEN DITCHES,OR WATER BODIES AS DETERMINED IN THE FIELD. ENTERING THE WATERWAY DURING THE ESTABLISHMENT OF THE VEGETATION. 6"\ 6" 00075% TOPSOIL
4.TEMPORARY CONCRETE WASHOUT FACILITIES WILL BE CONSTRUCTED AND MAINTAINED IN SUFFICIENT B. FOR DESIGN VELOCITIES OF MORE THAN 3.5 FT. PER. SEC., THE WATERWAY PH RANGE: 6.7 TO 7.0
QUANTITY AND SIZE TO CONTAIN ALL LIQUID AND CONCRETE WASTE GENERATED BY WASHOUT OPERATIONS. SHALL BE STABILIZED WITH SOD, WITH SEEDING PROTECTED BY JUTE OR GRADED AGGREGATE �� GRADED AGGREGATE �� 5 LBS. TYPE 1 -ROOT GROWTH
5.WASHOUT FACILITIES WILL BE CLEANED OUT OR REPLACED ONCE THE WASHOUT IS 75%FULL. EXCELSIOR MATTING OR WITH SEEDING AND MULCHING INCLUDING TEMPORARY FILTER OR FILTER CLOTH FILTER OR FILTER CLOTH ENHANCER PER CUBIC YARD OF
6.PLASTIC LINING MATERIAL WILL BE MINIMUM OF 10 MIL POLYETHYLENE SHEETING AND WILL BE FREE OF HOLES, Drawing Number: �I
TEARS,OR OTHER DEFECTS. DIVERSION OF THE WATER UNTIL THE VEGETATION IS ESTABLISHED. SECTION A-A SECTION B-B MIXTURE N
7.WHEN WASHOUT FACILITIES ARE NO LONGER REQUIRED FOR WORK,THE HARDENED CONCRETE WILL BE C. STRUCTURAL - VEGETATIVE PROTECTION (AT END OF CULVERT) (AT END OF APRON) BALL DIA. `�OF NEw,j, a
FACIOLI IESWILL DISPOSED
BEREMOVOEDFROMTHESITEANDDSPOSEEDOF CONSTRUCT TEMPORARY CONCRETE WASHOUT STANDARDSUBSURFACE
DRAWIING AND AS SPECIFIEDSHALL
THE STANDARD ANNDAS SHOWN ON SPECIIFCATIONSTHE
SEEENOTE:
RIPRAP STANDARDS AND SPECIFICATIONS BAOLLI DEPTH.EXCAVATE
IF ECAVOAT/ED BELOW THE �� `P�L ER THAN
SCA �O�'� C =604
FOR SUBSURFACE DRAIN. MAXIMUM TAILWATER CONDITIONS - BALL DIA. X 2 MIN. po
RIPRAP OUTLET BALL DEPTH BACKFILL AND COMPACT y
ADAPTED FROM DETAILS PROVIDED BY: USDA - NRCS, ADAPTED FROM DETAILS PROVIDED BY: USDA NRCS, TO PREVENT SETTLEMENT. z
NEW YORK STATE DEPARTMENT OF TRANSPORTATION, GRASSED NEW YORK STATE DEPARTMENT OF TRANSPORTATION, r �
CONCRETE WASHOUT DETAIL a
NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, WATERWAY NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION, PROTECTION EXAMPLE W R E
NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE NEW YORK STATE SOIL & WATER CONSERVATION COMMITTEE n 4/ s
TREE PLANTING DETAIL a �= Sheet of z N
103321 �� 15 18
SCALE: NOT TO SCALE A �,
'�OFEssI PWGC Project Number
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Unauthorized alteration or addition z C
to this drawing and related documents B R R240 5 J
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0cpsPreliminary Datasheet
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MCOSOLAR 250 kW-600 Vf 1500 Vdc String Inverters for North America HELIENE
0 0 0
J PWGC
156HC M 1 O SL B Ifac aI Module CLIENT DRIVEN SOLUTIONS
r'®c 156 Half-Cut Monocry stalline 565W - 585W P.W. GROSSER CONSULTING INC.
630 Johnson Avenue. . Suite 7
` ® Bohemia. NY. 11716-2618
•
Q ( • / Phone:
INFO@PWGROSSER.COM8705
ISO 90011:201
• . - , , - ,- • C US Certified CONSULTANTS
'bi .• . .. . Intertek �
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4 oMco Manufactured Using International Quality
CPS SCH250K-T-US-600
System Standards: IS090101
The 250 kW-600 V high power CPS three-phase string inverters are designed for ground mount applications.The units are high Half-Cut Design with Split Junction Box Technology
performance,advanced,and reliable inverters designed specifically for the North American environment and grid.High efficiency at
/��♦♦♦��♦♦®♦��� � 99%peak and 98.5%CEC,wide operating voltages, broad temperature ranges,and a NEMA Type 4X enclosure enable this inverter
♦ ♦ ♦ ♦ ♦ ♦ Bifacial Technology Enabling Additional Energy
�'�♦� ♦��♦�♦�®®♦�����j♦ i platform to operate at high performance across many applications.The CPS 250 kW-600 V products ship with the Distributed or
f,� �:��:���♦���♦♦���;®♦:�� a; Centralized Wire Box,each fully integrated and separable with AC and DC disconnect switches.The CPS FlexCIM Gateway enables Harvest from Rear Side
- r ` �����:�♦♦;'®���♦ communication,controls,and remote product upgrades. 0 0
" \� ��►�♦ ��� s 2io First Year Degradation&0.5io Annual Power Degradation
Key Features World-class Quality Local Sales,Service,and Support
Helienes fully automated manufacturing With sales offices across the U.S.
. ■ NFPA 70 and NEC compliant ■ NEMA Type 4X outdoor rated enclosure facilities with state-of-the-art robotics and Canada,Heliene prides itself on
a, and computer aided inspection systems unsurpassed customer support for
x•. 1r - t ■ Touch-safe DC Fuse holders add convenience and safety ■ Advanced Smart-Grid features(CA Rule 21 certified) • • ensure the highest level of product our clients. Heliene has become the
■ CPS FlexCIM Gateway enables remote firmware upgrades ■ kVA headroom yields 250 kW @ 0.9 PF quality and consistency brand of choice for many of the leading
• • - - • • - .• - • All manufacturing locations are residential installers,developers and
■ Integrated AC and DC disconnect switches ■ 1.7 DC/AC inverter load ratios - •- compliant with international quality Independent Power Producers due
■ 1 MPPT with 30 fused inputs for maximum flexibility ■ Separable wire box design for fast service standards and are ISO 9001 certified to our innovative technology,product
0 ADJUSTABLE BEARINGS FAST customization capability and just in
■ Copper-and aluminum-compatible AC connections ■ NEC compliant and UL listed arc-fault protection Heliene modules have received time last-mile logistics support
INSTALLATION • COMPENSATE Top Performer rankings in several
• . POST MISALIGNMENT categories from PV Evolution Labs(PV Local sales and customer support
EL)independent quality evaluations means answered phone calls and
TM No Compromise Guarantee immediate answers to your technical
" , MOTORS 15 Year Product Warranty Bankable Reputation and logistics questions. We understand
0MC0 *.*.*. -
••CONTROLLERS 25 Year Linear Performance Guarantee p your project schedules often change
Established in 2010,Heliene is recognized with little warning and endeavor to
in
as highly bankable Tier 1 manufacturer of work with you to solve your project
WIDESTOF • • a solar modules and has been approved for management challenges
HIGHEST KWH PRODUCTION use by the U.S.Department of Defense,
09 U.S.Army Corps of Engineers and from
FACT• . CT TRACKERS • • s°oa alias providers
top tier utility scale project debt
0
• • • LONG, • • 3°'s By investing heavily in research and
0.7 development,Heliene has been able to stay
• . • • A°06 on the cutting edge of advances in module
°55 technology and manufacturing efficiency
MADE BY . . . Go-, U6 ThiS deriIPC001pieswM 1 2 3 4 6 6 6 9 1° 11 12 13 14 16 16 1) 18 19 2°21 22 23 24 256 US MANUFACTURING PLANTS pan 15oftheFCCRAS Tar www.heliene.com
C S
® CHINT POWER SYSTEMS AMERICA 2024/3-MKT NA Chint Power Systems America
1380 Presidential Drive,Suite 100,Richardson,TX 75081
Tel:855-584-7168 Mail:America5ales@chintpower.com Web:www.chintpowersystems.com
1 SL Bifacial Module
omco l0w."rigin One-In-Portrait Tracker Technical Specifications
0CPS Technical Data Dimensions 1 SL Bifacial •. Electrical Data (STC)
Peak Rated Power* P,PP(W) 585 580 575 570 565
Tracking Technology Single-row,horizontal,balanced,single-axis
Model Name CPS SCH250K-T-US-600 Maximum Power Voltage VmPP(V) 45.85 45.64 45.44 45.23 45.02
DC Input Maximum Power Current Im (A) 12.77 12.70 12.64 12.58 12.52 9
Max.PV power 425 kW 4xDraina H°Iea pp
Tracking Range 120° p sxs 8
Max.DC input voltage 1500 V Pi axorein e,H°les Open Circuit Voltage* V°°(V) 54.41 54.13 53.86 53.59 53.32 7
1-in-portrait Operating DC input voltage range 860-14i50 Vdc ex3 **
Modules and Monofacial and bifacial modules N Short Circuit Current Is°(A) 13.50 13.48 13.46 13.44 13.42 6
Configurations Framed silicon module-Up to 120 per tracker Start-up DC input voltage/power 900 V/250 W 5
Number of MPP trackers 1 Module Efficiency Eff(%) 20.9 20-8 20-6 20-4 20-2
First Solar Series 6 and Series 7 modules-Up to 96 per tracker ,065 x6 4
MPPT voltage range' 900-1300 Vdc o Maximum Series Fuse Rating MF(A) 30 30 30 I 30 30 3 SWPPP 07/22/2025
Height-Modules at 600-2.4 m(7.8 feet) Max.PV input current(Isc x1.25) 562,.5 A
Dimensions Width-Modules horizontal-2.0 m(6.5 feet) Distributed Wire Box:30PV source circuits,fused Power Sorting Range [-0/+3%] 2 CONSTRUCTION DOCUMENTS 06/27/2025
Length-Up to 122 m(400 feet) Number of DC inputs Centralized Wire Box:1 input circuit,1-2 terminations per pole,non-fused 1 11CONSTRUCTION DOCUMENTS 06/13/2025
DC disconnection type Load-rated DC switch Bifaciality Factor*** 70±5% Number Revision Description Revision Date
Driven C posts-OMCO produced,lower cost,faster lead time DC sure protection Type II MOV STC-Standard Test Conditions:Irradiation 1000 W/l-Air mass AM1.5-Cell temperature25°C,
Foundations DrivenlorWposts-OMCOsourced g p yp 35x2 vm *PPP Production Tolerance±3%,*Va Production Tolerance±3%,-1.Production Tolerance±4%
AC Rated AC output power 250 kW Output ***BifacialityFactor-Pmpp,�/Pmpp, wherePmpp,®,and Pmpp_are tested atSTC Designed By Date Submitted
Structural Materials Galvanized steel per ASTM A653 Max.AC apparent power(selectable) 250 kVA(264 kVA @ PF>0.95) 4-07"0 Electrical Data (NMOT)
Mcune,g Hole Drawn By Date Created
1 slew drive per tracker Rated output voltage 60C Vac Maximum Power Pn, (W) 436 432 429 425 421 RPV 03/04/25
Drive 20 drives per MW(typical) Output voltage rangez 528-660 Vac pp Approved By Scale
Grid connection type3 3(D/PE/N(neutral optional) A Maximum Power Voltage VmPP(V) 43.56 43.36 43.17 42.97 42.77 MTS AS NOTED
1 24-volt do brushed motor per tracker Max.AC output current @ 600 Vac 254 A Client:
Motor s-09xta Maximum Power Current Im (A) 10.01 9.97 9.93 9.89 9.85
20 motors per MW(typical) Rated output n 60 Hz Mounti H°Ie P° NY GROTON I (SOUTH MAIN STREET), LLC
4-04 a . . . . .
Output frequencyncy ra rangege2 57-Ei3 Hz Open Circuit Voltage V (V) 5168 5143 5117 5091 5066
1 tracker control unit mounted to each tracker with internal inclinometer
Power factor >0.99(±0.8 adjustable) cr°unaln H°la � 228 AVIATION AVENUE, SUITE 200
DC with 30 or 60-watt module and long-life LiFePO4 battery Curren ° 2 Short Circuit Current I.(A) 10.91 10.89 10.88 10.86 10.84
AC up to 264 vac input Max. THD <3r BURLINGTON VT 05403
Control System p p Max.fault current contribution(1 cycle RMS) 300 A NMOT-Nominal Module Operating Temperature: ,
Y 1 network controller per 100-150 trackers(wireless) Irradiance at 800W/ml,Ambient Temperature 20°C,Wind speed 1 m/s
1 or more meteorological stations per site Max.OCPD rating 400 A W Project:
1 remote access unit per site-datalogger and modem AC disconnection type Load-rated AC switch 1134 35 Mechanical Data SOUTH MAIN STREET, EXT■
AC surge protection Type II MOV
System A-A(1:10) B-B(t:to) Solar Cells 156 Half Cut,M10,182mm,PERC Cells
Network controller to tracker controllers:MODBUS over Zigbee wireless Y
Communication Network controller to SCADA:MODBUSTCP/IP over ethernet Topology Transformerless �� Module Construction Framed Glass-Backsheet NORTH PARCELSOLAR
Cloud app available for remote monitoring and predictive maintenance Max.efficiency 99.0/
CEC efficiency 98.5% 20 Dimensions(L x W x D) 2464 x 1134 x 35 mm(97.01 x 44.65 x 1.38 inch)
Step Size 10 Standby/night ---�
y g consumption p <6 W Weight 31 kg(68.34 Ibs)
Tracking g Algorithm Based on United States Naval Observatory Solar Position Algorithm Environment FARM PLAN
Tracking accuracy ±20 Enclosure protection degree NEMA Type 4X Frame Double Webbed 15-Micron Anodized Aluminum Alloy
Glass 3.2mm Low-Iron Content,High-Transmission,PV Solar Glass with Anti
Backtracking Optional-Optimized for each tracker based on topography Cooling method Variable speed cooling fans 9 Project Address:
Operating temperature range -22°F to 140°F/-30°C to 60°C(aerating from 108°F/42°C) �� Reflective Coating
Night Stow Yes Non-operating temperature rangea -40°Fto158°F/-40°Cto70°C o 0 SL Bifacial Seri SOUTH MAIN STREET
Wind Stow Yes Operating humidity 0-95% Junction Box IP-68 rated with 3 bypass diodes TOWN OF G ROTON
Operating altitude 8202 ft/2500 m(no derating) HELIENE INC.156HC-585 M30 SL BIFACIAL
Snow Stow Yes Audible noise <80 dBA @ 1 m and 77°F(25°C) Output Cables 4mm2(12AWG),0.3 meter Symmetrical Cables TOMPKI NS COUNTY, NEW YORK
Snow Sensor Optional Display and Communication Connectors Multi-Contact/Staubli MC4 or Renhe
P ti
User interface and display LED indicators,Blluetooth,and app County Tax Map Number: Contract Number:
Flood Sensor Optional Inverter monitoring Modbus R5485,/CAN/Ethernet Certifications 26-1-25.22 --
Site-level monitoring CPS FlexOM Gateway(1 per 32 inverters) _ _ Regulatory Reference Number:
cli
Self-lubricating,long-life polymer blend wear surfaces. =w _ UL Certification UL61215,UL61730 ---
Modbusdata mapping SunSpE c/CPS Title of Drawing:
Bearings Adjustable in multiple dimensions to take up post misalignment. � _-_��-��
Delivered fully assembled from the OMCO Solar factory. Remote diagnostics/firmware upgrade functions Standard/(with FlexOM Gateway) _ Temperature Ratings Maximum Ratings
Mechanical
North-South Slopes U to 15% Powerhead:28.35 x 33.07 x 114.17 in(720 x 840 x 360 mm) Nominal Module Operating Operational Temperature -40°C to+85°C
P P Dimensions(W x H x D) Wire Box:22.05 x 33.07 x 14.17 in(560 x 840 x 360 mm) +45°C(±2°C) EQUIPMENT
Temperature(NMOT)
Installation No welding or cutting in the field Powerhead:1;76.37 Ib(80 kg) Max System Voltage 1500V y
Weight Wire Box:99.21lb(45kg) Temperature Coefficient of -0.34%/°C 8
Compliance UL3703,ASCE710 °' Mech.Load Test(Front) 113psf/5400Pa
Mounting/installation angle Vertical SPECIFICATIONS
Structural 10 years Stud type terminal 301(wire range:4 0 AWG-750 kcmil CU AL;lugs not supplied) HELIENE INC.156HC-585 M30 SL BIFACIAL Temperature Coefficient of V°° -0.25%/°C
AC termination yp [ g / / g pp ) ,s Mech.Load Test(Back) 50psf/2400Pa �
Control system 5 years standard,10 years optional Screw clamp terminal block IN](#12-1/0 AWG CU/AL) Temperature Coefficient of I 0.05%/°C
Warranty Drive 5 years Distributed Wire Box:Screw clamp fuse holder(wire range:#14-#8 AWG CU) Fire Type Type'
o
Motor 5 years DC termination Centralized Wire Box:Busbar(wire range:#1 AWG-750 kcmil CU/AL[1 termination per pole],
Dampers 4years #1 AWG-600 kcmil CU/AL[2 terminations per pole];lugs not supplied) Warranty Packaging Configuration
Fused string inputs Standard/Distributed Wire Boxes:25 A fuses provided(fuse values up to 30 A acceptable) 3
❑ e
Y15 Year Product Warranty Modules per Pallet 40'Container: 31 pieces
omeosolar.eom Safet
a��• � Certifications and standards UL 1741-SA/SB Ed.3,CSA-C22.2 NO.107.1-01,IEEE 1547-2018,FCC Part 15,UL 16996
l i .£ _ ` �aaM��°.a..��:,�., 25 Year Linear Power Guarantee Modules per 40'Container: 620 pieces Drawing Number:
OMCOSOLAR Arizona I Ohio I Indiana I Alabama Selectable grid standard IEEE 1547a-2014,IEEE 1547-2018,CA Rule 21,ISO-NE a., • �Po OF NEW N
Smart-grid features Volt-RideThru,Freq-RideThru,Ramp-Rate,Specified-PF,Volt-VAR,Freq-Watt,Vol-Watt Modules per Pallet 53'Trailer: 28 pieces
602-352-2700 info@omcosolar.com sosoo, - • .._� U. P 0, s
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•:N� I Duality Warranty �� PEL SCq
Standard 5 years „i Modules per 53'trailer: 588 pieces
Extended terms 10,15,and 20 years «' y
C =605
OMCO Solar, OMCO• .in-isa traclemarkofCMCO Solar, am
1)See user manual for further information regarding MPPT voltage range when operating at non-unity PF. on prouctHeliene reserveto e necessary justment to on r
• • .. . .• • • •• .•.. .. . .. ,.. . • • • . • • • 1 2)The"output voltage range'and"output frequency range"may differ according to the specific grid standard. prior be ' 3
3)Delta configurations must not be corner-grounded. instructions ` Sheet of L
USIF• 1,300,979 4)See user manual forfurther requirements regarding non-operating conditions. . 1 a Do a \
April 131h,2023
2SFO 103321 ��� 16 18
ss'li PWGC Project Number:
SOLAR TRACKER SPECIFICATIONS INVERTER SPECIFICATIONS SOLAR PANEL SPECIFICATIONS Unauthorized alteration or addition w
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o JOHN YOUNG
COD LIVING
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JAMES R YOUNG
ADAM G BRICKEY I \_ /
TM#:26.-1-25.22 \ 1 / �� \\ \\ 630 Johnson Avenue.. Suite 7
TM#: 13.-3-3.1 \ \ Bohemia. NY. 11716-2618
Phone: (631)589-6353. Fax: (631) 589-8705
E-mail: INFO@PWGROSSER.COM
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TRAVIS PIERCE f SCOTT METCALF
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JAMES R YOUNG
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2 CONSTRUCTION DOCUMENTS 06/27/2025
1 CONSTRUCTION DOCUMENTS 06/1 25
Number Revision Description Revisionn Date Date
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I Designed By Date Submitted
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Drawn By Date Created
RPV 03/04/25
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228 AVIATION AVENUE, SUITE 200
BURLINGTON, VT 05403
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JAMES 6,°5�zvvv��_ \ �� SOUTH MAIN STREET 1 EXT.
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GENEVIEVE VANBENSCHOTEN ARM PLAN
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JOSEPH C MILLER
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\ � �_ REED LUMBERT JOSEPH T ANTRUM I 1
I IIIIII IIIIIIIII 1 SOUTH MAIN STREE
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