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HomeMy WebLinkAboutSDP202200043 Plan - Submittal (First) 2022-06-13 (3)RIVANNA SOLAR 12.5 MW AC GROUND MOUNT FIXED -TILT RACKING SYSTEM SITE ADDRESS: 2627 BUCK ISLAND RD, CHARLOTTESVILLE, VA 22902 / SITE COORDINATES: 37.96640N, 78.4056OW �YK0],to] &TJ[0]an1:/ DEVELOP A 14.68 MW DC SOLAR PHOTOVOLTAIC ELECTRICAL GENERATING FACILITY ON APPROXIMATELY 149 ACRES OF LAND. THE SOLAR POWER PLANT WILL BE INSTALLED ON APA GROUND MOUNT FIXED -TILT RACKING SYSTEM. LAND USE BUILDING CODES AND DESIGN REFERENCES AUTHORITIES HAVING JURISDICTION: ALBEMARLE COUNTY BUILDING DEPATMENT 401 MCINTIRE ROAD, NORTH WING CHARLOTTESVILLE, VA 22902 (434)-296-5832 VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY 1111 EAST MAIN STREET, SUITE 1400 RICHMOND, VA 23219 1 ITI1 =xf. DOMINION ENERGY 600 EAST CANAL ST. RICHMOND, VA 23219 APPLICABLE CODES: ELECTRICAL CODE: NATIONAL ELECTRIC SAFETY CODE (NESC) 2017 ELECTRICAL CODE REFERENCE: NATIONAL ELECTRIC CODE (NEC) 2017 IEEE 80: IEEE GUIDE FOR SAFETY IN AC SUBSTATION GROUNDING IEEE 242: IEEE RECOMMENDED PRATICE FOR PROTECTION AND COORDINATION OF INDUSTRIAL AND COMMERCIAL POWER SYSTEMS IEEE 1547: IEEE STANDARD FOR INTERCONNECTING DISTRIBUTED RESOURCES WITH ELECTRIC POWER SYSTEMS IEEE 1584: PERFORMING ARC -FLASH CALCULATIONS ICEA P-32-382: SHORT CIRCUIT CHARACTERISTICS OF INSULATED CABLES ICEA P-45-482: SHORT CIRCUIT PERFORMANCE OF METALLIC SHIELDS AND SHEATHS ON INSULATED CABLE BUILDING CODE: INTERNATIONAL BUILDING CODE (IBC) 2018 SURVEY TOPOGRAPHY SOURCE: MARCH 12, 2019 BY TIMMONS GROUP OWNER INFORMATION, PROJECT TEAM PROJECT OWNER: RIVANNA SOLAR LLC 1901 HARRISON ST OAKLAND, CA 94612 (844)367-7272 GENERAL CONTRACTOR: AMERICAN HELIOS CONSTRUCTORS, LLC 250S. PRESIDENT ST., UNIT 310 BALTIMORE, MD 21202 (423)-266-0502 PROJECT MANAGER & ENGINEER: SOLVIDA DESIGN + ENGINEERING 1400 SHATTUCK AVE, SUITE 3 BERKELEY, CA 94709 PROJECT MANAGER: STEPHEN SMITH ELECTRICAL ENGINEER: NEI ELECTRIC POWER ENGINEERING, INC. 12600 W COLFAX AVENUE, STE C500 LAKEWOOD, CO 80215 CONTACT: CARSON BATES CBATES@NEIENG.COM (303)431-7895 CIVIL ENGINEER: SIERRA OVERHEAD ANALYTICS PO BOX 1716 TWAIN HARTE, CA 95383 [911aF-iZ0124IIf] ►1LTA U1 W_1►111_10Sol /_1Ky11 zKJI 1,919469,x0119[OWN 910]►6ya►1. 91:601 ML111:01F_v1601 I1FJ:41 ifi/_1NF_I10 �1,:�i31xOrLIM00321*23 (PARCEL I) TMP 94-17A: OWNER: REFERENCE: PARCEL ID NUMBER: PROPERTYADDRESS: AREA: ZONED: (PARCEL //) TMP 93-47E: OWNER: REFERENCE: DEED BOOK 579, PAGE 486 CAROL YNP. SWEENEY (FEE SIMPLE BY OPERATION OF LAW) WILL BOOK 64, PAGE 619 94-17A (09400-00-00-017A0) 2627 BUCK ISLAND ROAD CHARLOTTESVILLE, VA 22902 148.996 ACRES (RA) RURAL AREAS CAROLYN P. SWEENEY (FEE SIMPLE BY OPERATION OF LAW) DEED BOOK 513, PAGE 63; CORRECTED PARCEL ID NUMBER: 93-47E (09300-00-00-047E0) PROPERTYADDRESS: 2405 THOMAS JEFFERSON HWY. CHARLOTTESVILLE, VA 22902 AREA: 8.149 ACRES 'SEE SURVEY NOTE 16 ZONED: (RA) RURAL AREAS 2. DIMENSIONAL ZONING REGULATIONS (PER ALBEMARLE CODE) SETBACKS: FRONT YARD - 75 FEET SIDE YARD - 25 FEET REAR YARD - 35 FEET C►9il:1N160 IMA Sheet Number Sheet Title C-001 COVER SHEET C-002 CIVIL NOTES C-100 EXISTING CONDITIONS C-200 SITE PLAN OVERVIEW C-201 SITE PLAN C-202 SITE PLAN C-203 SITE PLAN C-204 SITE PLAN C-205 SITE PLAN C-206 SITE PLAN C-207 SITE ENTRANCE DETAIL C-214 I STREAM & WETLAND MITIGATION PLAN - U RAY GALLON LUSE PERMIT: SP201900010 RIVANNA SOLAR MAX HEIGHT OF10,Lic. No. 402058736 STRUCTURE:,,DARIN 0 4 ISSUED FOR PERMIT 3 90% FOR CLIENT REVIEW 2 90% FOR CLIENT REVIEW 1 60% FOR CLIENT REVIEW SITE PLAN NUMBER: 20220504 MAX IMPERVIOUS 11% 0 30% FOR CLIENT REVIEW COVER: REV DESCRIPTION PARKING WITHIN PROJECT LAYDOWN, NO ZONING DISTRICT: (RA)RURAL AREAS PARKING SCHEDULE: DEVELOPED PERMANENT PARKING LOT ON PROJECT PROPOSED USE OPEN SPACE: 139.85 AC OR 89% MAGISTERIAL DISTRICT: LE MAGISTERIAL DISTRICT, COUNTY, VIRGINIA COVER SHEET Signature SHEET TITLE Signature Signature Signature RIVANNA SOLAR ALBEMARLE COUNTY, VIRGINIA PROJECT DETAILS ADAPTURE RENEWABLLS 1 DATE: 05 r ENGINEER'S STAMP AA MM 1 06/08/2022 AA MM 05/04/2022 AA MM 04/17/2022 AA MM 03/11/2022 AA MM 02/11/2022 BY CHK DATE C-001 SHEETNO LAT: 37.962594 / LON:-78.402635 soa CONTACT: DARIN GALLOWAY, PE DGALLOWAY@SI ERRAOVERHEAD.COM (775)848-5540 /25/2022 DFTR: ALEX ASFEH SCALE: AS SHOWN CHKD: MITCHELL Dig With QQQQ MENEZES PAPER SIZE: 24" X 36" ENGR DARIN -GALLOWAY THIS DRAWING 15 THE PROPERTY OF SIERRA OVERHEAD ANALYTICS THIS INFORMATION IS CONFIDENTIAL AND IS To BE USED ONLY IN CONNECTION WITH WORK DESCRIBED BY SIERRA OVERHEAD ANALYTICS NO BE DISCLOSED TO OTHERS WITHOUT WRITTEN PERMISSION FROM SIERRA OVERHEAD ANALYTICS GENERAL CIVIL NOTES: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, ALBERMARLE COUNTY BUILDING REGULATIONS, VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC). 2. VIRGINIA USBC SHALL HAVE PRECEDENCE OVER SUBMITTED DRAWINGS AND SPECIFICATIONS. 6. WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/DESIGN AND THE GEOTECH REPORT, THIS DESIGN SHALL TAKE PRECEDENCE. 7. ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEERING REPORT, RIVANNA SOLAR PROJECT (GEOTECH REPORT). 8. EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE GEOTECHNICAL ENGINEER OF RECORD (G-EOR). 9. THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF ON -SITE BACKFILL MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED DURING EQUIPMENT PAD EXCAVATIONS AND ROAD IMPROVEMENT CONSTRUCTION AT THE DIRECTION OF THE G-EOR. 10. NOTES AND DETAILS NOTED AS "TYPICAL," SHALL BE USED WHENEVER APPLICABLE. SPECIFIC DETAILS AND NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES. ii. DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN REPRESENT THE FINISHED PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, PROCEDURES, OR SEQUENCE OF CONSTRUCTION UNLESS SPECIFICALLY NOTED. 12. CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN ARE NOT ALLOWED WITHOUT WRITTEN AUTHORIZATION FROM THE CIVIL ENGINEER OF RECORD (C-EOR). 13. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING STAKES SET BY THE OWNER. ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON THE PLANS SHALL BE IMMEDIATELY REPORTED TO THE OWNER AND C-EOR. 14. REQUESTS FOR INFORMATION (RFIs) FOR CLARIFICATION OF THE INTENT OF THE DESIGN SHALL BE SUBMITTED TO THE C-EOR. RFIs SHALL INCLUDE A DETAILED WRITTEN STATEMENT THAT INDICATES THE SPECIFIC DRAWINGS OR SPECIFICATIONS IN NEED OF CLARIFICATION AND THE NATURE OF THE CLARIFICATION REQUIRED. THE C-EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS NECESSARY. RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES. 15. CONSTRUCTION PHASING TIMING IS CRITICAL BETWEEN EROSION & SEDIMENT CONTROL STRUCTURAL CONTROLS AND STORMWATER MANAGEMENT CONTROLS. SEE PHASING PLAN, EROSION & SEDIMENT CONTROL, GRADING PLAN, AND STORMWATER MANAGEMENT PLAN SHEETS. 16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND VOLUMES PRIOR TO CONSTRUCTION. 17. MATERIAL QUANTITIES SHOWN IN THESE PLANS ARE APPROXIMATE. CONTRACTOR SHALL VERIFY ALL MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. EARTHWORK: SITE ACCESS ROADS (INTERNAL ROADS): GRADING: 29. SITE ACCESS ROAD CONSTRUCTION SHALL CONSIST OF 12" OF SCARIFIED, MOISTURE 67. MASS GRADING ACROSS THE ENTIRE SITE SHALL NOT BE PERFORMED. CONDITIONED, AND COMPACTED NATIVE SUBBASE MATERIAL (SUBBASE) AND TBD" OF 68. GRADING IN SELECT AREAS DEPICTED ON GRADING & DRAINAGE SHEETS IS REQUIRED COMPACTED AGGREGATE BASE MATERIAL (SURFACE COARSE). TO MAINTAIN PIER HEIGHT TOLERANCES. 30. PRIOR TO PLACING SURFACE COARSE OR COMPACTING SUBBASE IN PROPOSED 69. GRADING SHALL NOT BE PERFORMED IN WETLANDS, WATERWAYS, OR BUFFER ZONES. ROADWAY LOCATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED. THIS SHALL 70. ADDITIONAL GRADING AREAS THAT WERE NOT ANTICIPATED IN THIS DESIGN BUT INCLUDE THE REMOVAL OF ALL VEGETATION AND TOPSOIL, DEBRIS, LOOSE AND ARE DISCOVERED DURING CONSTRUCTION SHALL BE EVALUATED ON A CASE BY CASE DISTURBED SOIL, CONTAMINATED SOIL AND OTHER DELETERIOUS MATERIALS THAT BASIS AS NEEDED. MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY CONSTRUCTION. 31. SURFACE COARSE THICKNESS SHALL BE MEASURED AFTER FULL COMPACTION. STORMWATER MANAGEMENT CONTROLS: 32. SCARIFY (OR TILL), WET AND COMPACT NATIVE SUBBASE MATERIAL TO 12" DEPTH MINIMUM BEFORE ADDING SURFACE COARSE. 71. STORMWATER MANAGEMENT CONTROLS SHALL BE INSTALLED AS DEPICTED ON 33. NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY SWMP SHEETS. (MDD) PER ASTM D1557, OPTIMUM MOISTURE CONTENT SHALL BE IN ACCORDANCE 72. SEQUENCE OF CONSTRUCTION DEPICTED ON EROSION & SEDIMENT CONTROL SHEETS WITH THE GEOTECH REPORT. AND GRADING & DRAINAGE SHEETS SHALL BE STRICTLY FOLLOWED. 34. AGGREGATE SURFACE COARSE SHALL BE COMPACTED TO 95% MDD PER ASTM D1557, 0 73. FOLLOWING FINAL STABILIZATION OF THE SITE, CLEANING OF SEDIMENT BASINS TO 2% OPTIMUM MOISTURE CONTENT AND CROWNED 2%. SHALL BE FOLLOWED AS DESCRIBED IN EROSION & SEDIMENT CONTROL. 35. SITE ACCESS ROADWAYS SHALL BE CONSTRUCTED AT OR NEAR EXISTING GRADE, U.N.O. WITH A VERTICAL TOLERANCE OF ±2". UTILITY LOCATE: 36. ROAD DRAINAGE SHALL BE AS DEPICTED ON DETAIL SHEETS. 37. ON -SITE ROADWAY LONGITUDINAL SLOPES SHALL NOT EXCEED 8%. 74. THE PERMITTEE SHALL NOTIFY "MISS UTILITY" (OR EACH OPERATOR OF AN 38. FOR CROSSINGS OF INTERMITTENT STREAMS, BRIDGES OR CULVERTS SHALL BE USED UNDERGROUND UTILITY WHERE NO NOTIFICATION CENTER EXISTS) OF ANY PLANNED FOR THE STREAM CROSSING AND SIZED TO PASS THE TEN (10) YEAR STORM, OR THE EXCAVATION WITHIN STATE MAINTAINED RIGHT-OF-WAY. TWENTY-FIVE (25) YEAR STORM IF THE DESIGN STANDARDS IN EITHER SECTION 14-410 75. THIS NOTIFICATION MUST BE PROVIDED AT LEAST 48 HOURS IN ADVANCE OF OR 18-32.7.2.1 APPLY (ALBERMARLE COUNTY CODE), WITHOUT BACKING WATER ONTO COMMENCING (EXCLUDING WEEKENDS OR HOLIDAYS) WITH ANY PLANNED UPSTREAM PROPERTIES. EXCAVATION WITHIN STATE MAINTAINED RIGHT-OF-WAY. 39. STREAM STABILIZATION AND ENERGY DISSIPATION MEASURES BELOW EACH BRIDGE 76. FAILURE TO CARRY OUT THIS REQUIREMENT MAY RESULT IN PERMIT REVOCATION. OR CULVERT SHALL BE PROVIDED 40. THE STREAM BUFFER DISTURBANCE SHALL BE THE MINIMUM NECESSARY FOR THE LOT(S) TO BE USED AND DEVELOPED AS PERMITTED IN THE UNDERLYING ZONING DISTRICT AND UNDER THE APPLICABLE REGULATIONS OF THE SUBDIVISION ORDINANCE. STREAM CROSSINGS SHALL NOT DISTURB MORE THAN THIRTY (30) LINEAR FEET OF STREAM FOR DRIVEWAYS AND SIXTY (60) LINEAR FEET FOR ROADS OR STREETS, PROVIDED THAT THE ADMINISTRATOR MAY ALLOW ADDITIONAL LENGTH OF STREAM DISTURBANCE WHERE FILL SLOPES OR SPECIAL CONDITIONS NECESSITATE ADDITIONAL LENGTH. SURVEY CONTROL (CIVIL SHEETS ONLY): 77. HORIZONTAL COORDINATE SYSTEM: NAD 83, VIRGINIA STATE PLANES, US FOOT 78. VERTICAL DATUM: NAVD 88, FEET. 79. ANY COORDINATES SHOWN ON CIVIL SHEETS ARE GRID COORDINATES. SPECIAL INSPECTIONS: 41. THE STREAM BED AND STREAM BANKS SHALL BE STABILIZED WITHIN SEVEN (7) DAYS 80. SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE FROM THE START OF BACKFILLING FOR THE BRIDGE OR CULVERT OWNER AND C-EOR: 80.1. SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A CONSTRUCTION LAYDOWN AREA: MINIMUM: 42. TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED. 43. SCARIFY (OR TILL) NATIVE MATERIAL TO A DEPTH OF 12" AND RECOMPACT, IF NECESSARY. 44. PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TRUCK. 45. COMPACTION SHALL BE DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1" OR LESS DEFLECTION. 46. COVER TEMPORARY LAYDOWN AREA WITH 4" MIN. DEPTH OF CRUSHED ROCK, IF NECESSARY. 47. TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO PRE -CONSTRUCTION GRADE BY SCARIFYING OR TILLING. 48. FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE WITH ESC SHEETS. CLEARING AND GRUBBING: 80.1.1. PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS AND EQUIPMENT PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 80.1.2. PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND WIDTH AND HAVE REACHED SUITABLE MATERIAL. 80.1.3. PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 80.1.4. CONTINUOUS VERIFICATION OF THE USE OF PROPER MATERIALS, DENSITIES, AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF COMPACTED STRUCTURAL FILL. 80.1.5. PERIODIC INSPECTION OF SUBGRADE, PRIOR TO PLACEMENT OF COMPACTED FILL, TO VERIFY THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY. SUBMITTALS: Rn 49. CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE 81.1. GROUND SURFACE. 81.2. 18. SITE PREPARATION SHALL CONSIST OF CLEARING THE EXISTING VEGETATION, BRUSH, 50. GRUBBING SHALL BE DEFINED AS THE REMOVAL OF ROOTS BENEATH THE GROUND AND TOPSOIL. SURFACE. CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE OWNER AND C-EOR FOR REVIEW PRIOR TO PLACEMENT: PERIMETER FENCE FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS 19. 4" OR LARGER STUMPS SHALL BE REMOVED WITHIN THE ARRAY AREA. 51. CLEARING AND GRUBBING OF TREES SHALL ONLY OCCUR WITHIN THE PROJECT ALTERNATIVES: 20. AREAS AT GRADE OR WHERE FILL WILL BE PLACED SHOULD BE PROOF -ROLLED UNDER LIMITS BUT OUTSIDE OF WETLAND/WATERWAY BUFFERS. OBSERVATION BY THE G-OER. A 20 TO 30 TON LOADED DUMP TRUCK OR SIMILAR 52. CLEARING AND GRUBBING OF TOPSOIL SHALL ONLY OCCUR WITHIN LIMITS OF 82. THE C-EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES. PNEUMATIC -TIRED VEHICLE SHOULD MAKE MULTIPLE PASSES TO IDENTIFY GRADED AREAS. HOWEVER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEMONSTRATE THAT ALL SOFT/LOOSE, COMPRESSIBLE, OR OTHERWISE UNSUITABLE MATERIALS AT THE TIME OF 53. CLEARING/MOWING (NO GRUBBING) SHALL OCCUR AT ALL OTHER AREAS OF THE SITE ALTERNATIVES ARE EQUAL IN STRENGTH, PERFORMANCE, AND DURABILITY TO THE CONSTRUCTION. TO MAINTAIN AS MUCH NATIVE VEGETATION AS POSSIBLE. MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN. 21. MATERIALS EXHIBITING EXCESSIVE DEFLECTION SHALL BE REMEDIATED BY 56. NO UTILITY CROSSING OR ROAD IMPROVEMENT WORK SHALL BE PERFORMED WITHIN 83. WRITTEN APPROVAL BY THE C-EOR SHALL BE REQUIRED PRIOR TO USING ANY OVER -EXCAVATION AND REPLACEMENT WITH ENGINEERED FILL. THE JURISDICTIONAL WETLAND BUFFERS PRIOR TO ISSUANCE OF WATER QUALITY ALTERNATIVE. CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO 21.1. REMEDIAL EARTHWORK EFFORTS WILL BE SIGNIFICANT IF EARTHWORK IS ACT SECTION 401/404 PERMITS FROM THE US ARMY CORPS OF ENGINEERS AND THE IMPLY ADVANCE ACCEPTANCE BY THE C-EOR. THE C-EOR RESERVES THE RIGHT TO PERFORMED DURING THE WET SEASON AND/OR PERIODS OF WET WEATHER. VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY. REJECT ANY ALTERNATIVE. 22. ENGINEERED FILL MATERIALS SHOULD BE FREE OF ORGANIC MATTER AND HAVE THE 57. ARMY CORP SHALL BE CONTACTED BEFORE CROSSING WORK BEGINS, COMPLY WITH FOLLOWING CHARACTERISTICS: ARMY CORP NWP 14. LANDSCAPING REQUIREMENTS 22.1. PLASTICITY INDEX: <25 58. TEMPOARARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES 22.2. PARTICLE SIZE (GENERAL): <3" (ANY DIMENSION) ARE ALLOWED TO BE PLACED WITHIN THE STREAM BUFFERS WHERE IT IS NOT 84. SEE LANDSCAPING PLANS IN THE SUPPLEMENTAL PLANS BY DRAPE ADEN 22.3. PARTICLE SIZE (ARRAY AREA): <1" (ANY DIMENSION) PRACTICABLE TO PLACE THEM OUTSIDE OF THE BUFFER. ASSOCIATES. 23. PLACE STRUCTURAL FILL THAT IS NOT BENEATH SLAB ON GRAD, IN THIN, 59. TREE REMOVAL IN ACCORDANCE WITH PROTECTIONS FOR INDIGENOUS BAT SPECIES HORIZONTAL LOOSE LIFTS (MAXIMUM 12-INCH) AND COMPACTED TO 95% MDD (±3% OPTIMUM MOISTURE CONTENT) VIA STANDARD PROCTOR (ASTM D 698). 59.1. NORTHERN LONG EARED BAT(NLEB) 24. THE TOP 8" OF SOIL BENEATH SLAB -ON -GRADE AREAS SHALL BE COMPACTED TO 98% 59.1.1. NO HIBERNACULUM OR MATERNITY ROOST TREES WITHIN 5.5 MILES MDD (±3% OPTIMUM MOISTURE CONTENT) VIA ASTM D698. 59.1.2. PROJECT MAY RELY UPON FINAL 4(d) RULE 25. COMPACTION WITHIN UTILITY TRENCHES USING PORTABLE COMPACTION 59.1.3. ACTIVE SEASON FOR THE NLEB IS APRIL 15-SEPTEMBER 15 EQUIPMENT WILL REQUIRE THINNER FILL LIFTS (3" TO 4"). 59.1.4. PUP SEASON FOR THE NLEB IS JUNE 1-JULY 31 26. FILL MATERIALS USED IN STRUCTURAL AREAS SHALL HAVE A MINIMUM MDD OF 95 POUNDS PER CUBIC FOOT (PCF). 59.2. LITTLE BROWN BAT 27. LIGHTER WEIGHT FILL MATERIALS SHALL BE EVALUATED BY THE G-EOR TO ASSESS 59.2.1. NO HIBERNACULUM WITHIN 5.5 MILES(NO TREE CLEARING RESTRICTION) IMPACT ON DESIGN RECOMMENDATIONS. 28. ALL FILLING OPERATIONS AT THE EQUIPMENT PAD SHALL BE OBSERVED BY G-EOR. 59.3. TRI-COLORED BAT G-EOR SHALL DOCUMENT COMPLIANCE WITH THE SPECIFICATIONS BY PERFORMING 59.3.1. NO HIBERNACULUM WITHIN 5.5 MILES(NO TREE CLEARING RESTRICTION) FIELD DENSITY TESTS USING NUCLEAR METHODS (ASTM D 2922) WITH TEST LOCATIONS WELL DISTRIBUTED THROUGHOUT THE FILL MASS. TEMPORARY SOIL STOCKPILING: 29. COMPACTION TESTING OF FILL IN ARRAY AREAS SHALL CONSIST OF ONE TEST PER DAY PER FILL AREA. 60. EXCESS EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN 30. IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING, AREAS, WITH THE EXCEPTION OF TOPSOIL. CONTRACTOR SHALL IMMEDIATELY NOTIFY C-EOR SO THAT A SOLUTION CAN BE 61. TOPSOIL FROM SITE ACCESS ROAD AND EQUIPMENT PAD CONSTRUCTION SHALL BE CREATED TO PROTECT AND/OR RELOCATE (E) UTIL. SPREAD ONSITE IN ARRAY AREAS OUTSIDE OF WETLAND/WATERWAY BUFFERS. 31. DRY AND LOW -DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED 62. TOPSOIL IN GRADING AREAS SHALL BE STOCKPILED NEAR THE GRADING AREA AND IN -PLACE PRIOR TO PLACING ADDITIONAL FILL OVER THE MATERIAL. SPREAD OVER THE GRADING AREA ONCE FINAL GRADE HAS BEEN ESTABLISHED. 32. ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON-STRUCTURAL AREAS SUCH AS 63. TOPSOIL SPREAD OVER GRADED AREAS SHALL BE LEFT LOOSE AS A GROWING WITHIN THE ARRAY AREAS. MEDIUM. 33. VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, 64. EXCAVATED SOILS, REUSED ON -SITE, SHALL BE SPREAD IN A MANNER SO THAT SITE CONTRACTOR SHALL MINIMIZE DISTURBANCE OF VEGETATION DUE TO HYDROLOGY IS NOT ALTERED. CONSTRUCTION ACTIVITIES. 65. EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE C-EOR FOR 34. IN ROAD AND EQUIPMENT PAD CONSTRUCTION LOCATIONS, NATIVE TOPSOIL WILL BE APPROVAL IF NOT SPECIFICALLY STATED IN THE DESIGN. REMOVED AND SPREAD ON SITE. 66. EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN 35. IN GRADING AREAS, NATIVE TOPSOIL SHALL BE REMOVED AND STOCKPILED NEAR ACCORDANCE WITH ESC SHEETS AND THE STORMWATER POLLUTION PREVENTION THE GRADING AREAS. WHEN FINAL GRADES ARE ACHIEVED, NATIVE TOPSOIL SHALL PLAN (SWPPP). BE SPREAD OVER THE GRADED AREA FOR RE -VEGETATION AND STABILIZATION ACTIVITIES. SUP VEGETATION REQUIREMENTS 85. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE FOLLOWING REVISED PLANS PREPARED BY DRAPER ADEN ASSOCIATES TITLED "CONCEPTUAL LAYOUT, RIVANNA SOLAR FARM" DATED JANUARY 5, 2018(HEREINAFTER "CONCEPT PLAN") AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR. TO BE IN GENERAL ACCORD WITH THE CONCEPT PLAN, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS AS SHOWN ON THE CONCEPT PLAN: A. LOCATION OF SOLAR DEVELOPMENT ENVELOPES; B. LOCATION OF ACCESS/ENTRANCE IMPROVEMENTS; C. LOCATION OF EQUIPMENT YARD; AND D. RETENTION OF WOODED VEGETATION IN STREAM BUFFERS LAND DISTURBANCE, WHICH INCLUDES BUT IS ONT LIMITED TO GRADING, EXCAVATION, FILLING OF LAND, THE FELLING OF TREES, AND THE REMOVAL OF TREE STUMPS,SHALL BE LIMITED TO THE AREAS SHOWN ON THE CONCEPT PLAN AS "PROPOSED SOLAR DEVELOPMENT ENVELOPES","PROPOSED LANDSCAPE BUFFER" AREAS, AND THE "TEMPORARY CONSTRUCTION ENTRANCE" AND THE "PERMANENT ENTRANCE" AREAS, UNLESS ADDITIONAL LAND DISTURBANCE IS APPROVED BY THE DIRECTOR OF PLANNING IN WRITING AND PRIOR TO THE LAND DISTURBANCE. MINOR MODIFICATIONS, WITH THE APPROVAL OF THE ZONING ADMINISTRATOR AND DIRECTOR OF PLANNING, TO THE CONCEPT PLAN THAT DO NOT OTHERWISE CONFLICT WITH THE ELEMENTS LISTED ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDNANCE. 83. LANDSCAPING AND SCREENING SHALL BE SUBSTANTIALLY THE SAME AS SHOWN ON THE REVISED PLAN PREPARED BY DRAPER ADEN ASSOCIATES TITLED "LANDSCAPE BUFFER DETAILS" DATED JANUARY 5,2018, AND SHALL BE PLANTED AS SHOWN ON A LANDSCAPING PLAN APPROVED BY THE DIRECTOR OF PLANNING OR HIS OR HER DESIGNEE. BILL OF MATERIALS: ITEM QUANTITY UNITS SILT FENCE 19,989 LF DISTURBED AREA STABILIZATION (TS) 89 ACRES DISTURBED AREA STABILIZATION (PS) 89 ACRES CONSTRUCTION ENTRANCE/EXIT (CE) 1 EA STORM OUTLET PROTECTION (OP) 78 CY CULVERT INLET PROTECTION (CIP) 20 CY SEDIMENTATION BASIN 11,600 CY INTERNAL ROADS 32,683 SF (GRAVEL OR EQUIVALENT) FENCING 13,471 LF ENTRANCE GATES 5 EA FIRE NOTES: 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS SUCH AS TO MAKE SMOKING A HAZARD AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 2. AREAS WHERE SMOKING CAN OCCUR, SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT ALL CONSTRUCTION AND DEMOLITIONS SITES, PROVIDE ACCESS TO WITHIN 100 FT OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13FT 6 INCHES; THIS ACCESS MAY BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE ALWAYS PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS COMBUSTIBLE MATERIALS ARRIVE ON SITE. 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED, IN EVERY STORAGE AND CONSTRUCTION SHED AND IN AREAS OF SPECIAL; HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. Dig With QOIDQ STATE ROUTE 53 5 TREE LINE BOUNDARY WESTVACO— BLVD BUCK ISLAND RD Wkl %moll: 10 ZONE "X" BUCK ISLAN R D I �� CAMPBELL FARM —y ` LN \ �\ 0 a 0 LEGEND 3 (E) SURVEY MONUMENT ® - - - - PROPERTY LINE (E) OVERHEAD LINES & POLE © z� (N) PERIMETER SECURITY FENCE SETBACK ® SITE GRAVEL ACCESS ROAD 10 UTILITY EASEMENT 11 rwwv� TREE LINE BOUNDARY FLOOD PLANE DELINEATION 75 (E) MAJOR CONTOUR 76 (E) MINOR CONTOUR GENERAL NOTES 1. ALTA & TOPOGRAPHY PREPARED BY TIMMONS GROUP, DATED MARCH 12,2019. 1 EXISTING CONDITIONS 200 4Q0 C-100 SCALE: 1" = 200' FEET(D Dig With GOIDQ au1l.com 0 E SREES / 5 / 7 SE EES / �S / / p / / pN 0 OWNERTHE \ p o \ Q APPLE TREE \ TRUST C/O \ DENSE TREES OSBORNE C & \� \ \ MARTHA T \ COSNER PARCEL ID: 09300-00-00-047AO 00 I M� USE:RESIDENTIAL \ 5 \ o co / "' o 1 v rn \ rn co �E/TRREES 4 12 � D BRUSH / SEE C-203 u OWNER:SWEENEY,CAROLYN A PARCEL ID: p 09300-00-00-047EO USE:RESIDENTIAL �U 111=201 SE TREEq i •E TREES BRUSH \ O 09 am �Qrl BRUSH -7 7 WETLAND CROSSING #1 SEE DETAILS 1&2/C-208 AND DETAIL 1/C-211 2 LEGEND OPV ARRAY OWETLAND STREAM BUFFER O(D (E) SURVEY MONUMENT ® — - - — PROPERTY LINE O_ (E) OVERHEAD POWER LINE & POLE © (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK FROM PROPERTY LINE ® SITE GRAVEL ACCESS ROAD (SEE C-207) ® LAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (SEE C-300) 11 l 1 VEGETATIVE BUFFER 1Z UTILITY EASEMENT 13 FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR MAP LEGEND (SCALE 1"=1500) 1 SITE PLAN 0 75 150 C-201 SCALE: 1 " = 75' FEET Dig With GQIDQ T 'PC'PNTTI OPV ARRAY OWETLAND STREAM BUFFER O(D (E) SURVEY MONUMENT ® - - - - PROPERTY LINE O_ (E) OVERHEAD POWER LINE & POLE © (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK FROM PROPERTY LINE ® ® SITE GRAVEL ACCESS ROAD (SEE C-207) LAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (SEE C-300) 11 l 1 VEGETATIVE BUFFER 1Z UTILITY EASEMENT 13 FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR - 375 - (N) MAJOR CONTOUR - 376 - (N) MINOR CONTOUR MAP LEGEND (SCALE 1"=1500') Dig With QQIDQ 111111111111FAm1 , - - ::aa: sa:a a.a..• o ..__.:•.a._s.aa:s..ara rtsa,a- ria,..a,s.nsaaaa:s.anca::nos.aa:sar,:ns..aacs:. . `� �C�7r:r7::11:,1'.57L<'.:La[i:7i'.713::a3S7::13se.:Rae:7e:71S1::71S3:a3e::RCG;:7esIS1::713::71e:RCe:r.w� .� � ��e:?.Ci�:aIC1::73CI::78 �� ��e 7� 1 ■.::ies n �-�s-:���/e:ai i 1� r,,:;� I�•a esze:zlra::n:a::17:e::R:e:7e:7::3::71:3:aese::a:e:7e::1:3::7r.::ae3i:ae:e:z�[' \ \; 1, • �� ,���� � JIG 9 3 11 7 IICC:7C:1C3::71Clai 71 3 al{ 113 .IC[ 1 7r C31C.7C31!a �+ � r •IG� ���� � e.as:+..`3..za:a.ar„:a::e33e::333:7e.a.a.:11 1, el:e ••.e.71..1:3ea1r.3a �3771S3::c4Si:ai.a7C:71'.�::7133::R3e::R3i:7CS:1a::RS=•1131••- tic' � � !�� �" �� • � �� ��'1, e:.1C1:17:?C°R`3•-CSS:C=:`.-i::RS3::R�:e'.:R3e:7e:71:rf,::11•-�'.'.R31 •, . , �L � � O O� ia:aSi::71C3::a1C5:::'s::7C:71S3:aIS3::7i".3::ICCC:T:1C33::iC3:7� : � �' �, • • • • ��I © � R - �`� ` ' 1 � `t/,;<iAi�',�1' 7�. 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I � � / . � .±±�' r . , 3:a7S3::71:7::R.':3::IC:CaC:71.•.3::71.3.:11 ... 1:RS1::11:1::113e::R3e:7e:71a::■:{e:n ►_� �W�� C /� " �- � �C:'i133•-11.1-•1133--11`I-a1.7►1:� ` • 1 �� • I,�� . i a �3 / dy ��/�j.C� y�7C��� 1-i1S1::71 �i:7:L:_73 � 3 11 :C .SiCe .0 IIi 'I 0� - � .�/� _-��—=I l . . •-,�.,�^�� 33%1�!j yL����r , �1�� - �e.�=" J ^ , w 11e- — =�--% .: • . ,err C NORM TREES � DENSE TREES 1 ROAD CROSSING WETLAND #3 789 SEE DETAILS 1&2/C-210 AND DETAIL 1/C-212 BRUSH 2 �— DENSE o � c 0 O 30' rd `A'�is //ON 0141, ram '`�� i Fill \\\_ . �.,OWM 0 SEE C-202 o BRUSH ,,--s-lI-I �- OWNER:INGRAM, ANNE H PARCEL ID: 09300-00-00-052AO USE:RESIDENTIAL SEE C-206 640 I LEGEND OPV ARRAY OWETLAND STREAM BUFFER O(D (E) SURVEY MONUMENT ® — - - — PROPERTY LINE O_ (E) OVERHEAD POWER LINE & POLE © (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK FROM PROPERTY LINE ® ® SITE GRAVEL ACCESS ROAD (SEE C-207) LAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (SEE C-300) 11 l 1 VEGETATIVE BUFFER 12 UTILITY EASEMENT 13 FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR MAP LEGEND (SCALE 1"=1500') 1 SITE PLAN 0 75 1�50 C-204 SCALE: 1 " = 75' FEET(0 Dig With GQIDQ PERMANENT ENTRANCE ow 5 m 501 G OWNER: MORRIS,LISA GAIL PARCEL ID: 09300-00-00-0460 USE -RESIDENTIAL m 35' u 15' o r� SEE C-203 m an ° f � as O WNER:YO W ELL,ROBERT;LINDA YOWELL;SCOTT YOWELL & SIMON J STAPLETON,TTEES PARCEL ID: 09300-00-00-05000 USE:RESIDENTIAL C: ZONE "X" r........................ _................ 12 5 FENCE CROSSING UTILITY EASEMENT 13 ZONE "A" 10 (n m m n N O LEGEND OPV ARRAY OWETLAND STREAM BUFFER O(D (E) SURVEY MONUMENT ® — - - — PROPERTY LINE O_ (E) OVERHEAD POWER LINE & POLE © (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK FROM PROPERTY LINE ® SITE GRAVEL ACCESS ROAD (SEE C-207) ® LAYDOWN YARD O (N) ACCESS GATE AT SITE MAIN ENTRANCE (SEE C-300) 11 l 1 VEGETATIVE BUFFER 12 UTILITY EASEMENT 18 FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR MAP LEGEND (SCALE 1"=1500') 1 SITE PLAN 0 75 1�50 C-205 SCALE: 1 " = 75' FEET(D Dig With QQIDQ T 'PC-'PNTTI ZONE "X" 11 m ZONE "A" R O W NER: SCHARER, GREGORY E & WENDY A;TRS OF THE SCHARER FAMILY PARCEL ID: 09300-00-00-05000 LISE:RESIDENTIAL r� SEE C-204 OPV ARRAY OWETLAND STREAM BUFFER O(D (E) SURVEY MONUMENT ® — - - — PROPERTY LINE O_ (E) OVERHEAD POWER LINE & POLE © (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK FROM PROPERTY LINE ® ® SITE GRAVEL ACCESS ROAD (SEE C-207) LAYDOWN YARD O (N) ACCESS GATE AT SITE MAIN ENTRANCE (SEE C-300) 11 l 1 VEGETATIVE BUFFER 12 UTILITY EASEMENT 18 FLOOD PLANE DELINEATION 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR MAP LEGEND (SCALE 1"=1500') 1 SITE PLAN 0 75 1�50 C-206 SCALE: 1 " = 75' FEET(D Dig With QQIDQ f 1 LEGEND 26' (P) 12" CULVERT San - �388 383 0 381 - 6101. --- 3a 94' 82 r 3 C-207 OQ TEMP. ENTRY PLAN -NORTHERN 2 SCALE: 1 "=20' C-207 27' R-12' � 0 16' — 38,5' R 0.0' 0 1 C 20' go 60' O 60' 1 r L 1594' — UTILITY ENTRY PLAN -WESTERN G EOTEXTI LE FABRIC HP370 OR EQUIVALENT f 2%MIN. 12" THICK NATIVE SOIL, SCARIFY OR TILL RECOMPACT BASED ON PROOF ROLL 4 C-207 SCALE: 1 "=20' 2% MIN. EXISTING GRADE ii�►IR�A VDOT NO.21A COMPACTED TO 98% MDD - ASTM D698 ±3% OPTIMUM MOISTURE CONTENT GRAVEL SITE ACCESS ROAD SECTION, TYP. SCALE: NTS (E) SURFACE (P) SURFACE m M w 1594' 1 i \I i PERMANENT ENTRY PLAN -SOUTHERN R=12' 0 O SCALE: 1 "=20' 0+ N (E) SURFACE OSIZE ARRAYAREA OCENTRAL INVERTER STATION (SEE TBD) O(E) SURVEY MONUMENT ® PROPERTY LINE - - - - O(N) U.G. MEDIUM VOLTAGE CABLE © z� (N) PERIMETER SECURITY FENCE (SEE TBD) SETBACK ® SITE ACCESS ROAD OLAYDOWN YARD 10 (N) ACCESS GATE AT SITE MAIN ENTRANCE TBD) (SEE 75 (E) MAJOR CONTOUR 76 (E) MINOR CONTOUR - 75 - (N) MAJOR CONTOUR - 76 - (N) MINOR CONTOUR TRIP GENERATION NOTES: 1. DURING CONSTRUCTION IT IS A STANDARD COMMERCIAL ENTRANCE. 2. POST CONSTRUCTION IT IS LOW VOLUME. I DARIN RAY GALLM Lic. No. 402058736 4 ISSUED FOR PERMIT AA I MM 06/OS/2022 3 90% FOR CLIENT REVIEW AA MM 05/04/2022 2 90% FOR CLIENT REVIEW AA MM 04/17/2022 1 60% FOR CLIENT REVIEW AA MM 03/11/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCRIPTION BY CHK DATE SITE ENTRANCE DETAIL 5HE =E ALBEMARLE COUNTY, VIRGINIA PNOJE DETAILS %JI)11 C-207 5F[ NO. RIVANNA SOLAR LAT: 37.962594 / LON:-78.402635 ADAPTURE =UgWith0l0(D(3 RENEWABLES DATE: 05/25/2022 DFTR ALEX ASFEH SCALE: AS SHOWN CHKD: MITCHELL MENEZES PAPER SIZE: 24" X 36 ENGRR DAARIN �GALOWAY soa 6 PERMANENT ENTRY - SOUTHERN - PROFILE 7 UTILITY ENTRY - WESTERN- PROFILE C-207 SCALE: H: 1 "=20' V: 1 "=2' C-207 SCALE: H: 1 "=20' V: 1 "=2' TH6 DNAWBJc ISTHE COPERIYOFSIFARA OV BE USANALYTI6. TH6 WFONMAWON IS CONFlDENTIAL AND OTO BEUSw ONLY IN CONNECTION WIT"WORKOESCWBED BY5OUT OVEN"EAD ANAIONI M PART 6T0 BE D6CL05w TOOTHERS WITHOOT W WITP.N PERM65ION FltOM SIBRRA OV EP.HEAD ANALYTICS au1l.com