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HomeMy WebLinkAboutSDP202200013 Plan - Submittal (First) Initial Site Plan 2022-03-04SCOPE OF WORK DEVELOP A 12.5 MW AC SOLAR PHOTOVOLTAIC ELECTRICAL GENERATING FACILITY ON APPROXIMATELY ±149 ACRES OF LAND. BUILDING CODES AND DESIGN REFERENCES AUTHORITIES HAVING JURISDICTION: ALBEMARLE COUNTY BUILDING DEPARTMENT VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY APPLICABLE CODES: BUILDING CODE: • VIRGINIA UNIFORM STATEWIDE BUILDING CODE • ALBEMARLE COUNTY BUILDING CODE • ALBEMARLE COUNTY CODE - CHAPTER 17 WATER PROTECTION GEOTECH REPORT BY: NOVA ENGINEERING & ENVIRONMENTAL NOVA PROJECT # 10727-2019006 05/23/2019 OWNER INFORMATION, PROJECT TEAM PROJECT OWNER: ADAPTURE RENEWABLES 1901 HARRISON STREET SUITE 1630 OAKLAND, CA 94612 GENERAL CONTRACTOR: AMERICAN HELIOS CONSTRUCTORS 250 S. PRESIDENT ST., UNIT 310 BALTIMORE, MD 21202 (423)-266-0502 ENGINEERING GROUP: ADAPTURE RENEWABLES 1901 HARRISON STREET SUITE 1630 OAKLAND, CA 94612 CIVIL ENGINEER: SIERRA OVERHEAD ANALYTICS, INC. 18859 MICROTRONICS WAY, UNIT B7 SONORA, CA 95370 RIVANNA SOLAR 12.5 MW AC SYSTEM ALBEMARLE COUNTY, VIRGINIA CHARLOTTESVILLE W HWY 64 SITE LOCATION AND AERIAL VIEW N.T.S. STATE ROUTE 729 RIVANNA >° STATE _ ROUTE 53 STATE ROUTE 53 SITE (0 ENGINEERS 1 ISSUED FOR PERMIT AA I MM 03/04/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCFJPUON BY CHK DATE $HGEf IITI.E COVER SHEET C-001 SHEET NO. ALBEMARLE COUNTY, VIRGINIA RROJEC DETMI IN)) RIVANNA SOLAR LAT: 37.962594 / LON:-78.402635 ADAPTURE ' =gWithOC) Di RENEWABLES DATE: 03/03/2022 DFTR ALEX ASFEH SCALE: AS SHOWN CHKD: MITCHELL MENEZES PAPER SIZE: 24" X 36' ENGRRDARIN soa OVERHEAD CONFMENTFAI.FIY STATEMENT TNIS DEAWBJG IS THE PRQPE OF 5NARA OVER SAD ANALYTT6. TIDSINOR nON IS CONFBJENTIAL AND 5 M BE USM ONLYw CONNECOON WITH WORKDFSCAIBEDBYWRRAOVERHEADANALYIICS.NO PT6TOBEDF,.CM1ASEDTOOTHERSWITIIOTTTWWTFENPERM QNFROM SIERRA OVERHEAD ANALYTICS GENERAL CIVIL NOTES: SITE ACCESS ROADS (INTERNAL ROADS): GRADING: 1. CONSTRUCTION SHALL BE IN ACCORDANCE WITH THESE SPECIFICATIONS, 29. SITE ACCESS ROAD CONSTRUCTION SHALL CONSIST OF TBD" OF SCARIFIED, MOISTURE 66. MASS GRADING ACROSS THE ENTIRE SITE SHALL NOT BE PERFORMED. ALBERMARLE COUNTY BUILDING REGULATIONS, VIRGINIA UNIFORM STATEWIDE CONDITIONED, AND COMPACTED NATIVE SUBBASE MATERIAL (SUBBASE) AND TBD" OF 67. GRADING IN SELECT AREAS DEPICTED ON GRADING & DRAINAGE SHEETS IS REQUIRED BUILDING CODE (USBC). COMPACTED AGGREGATE BASE MATERIAL (SURFACE COARSE). TO MAINTAIN PIER HEIGHT TOLERANCES. 30. PRIOR TO PLACING SURFACE COARSE OR COMPACTING SUBBASE IN PROPOSED 68. GRADING SHALL NOT BE PERFORMED IN WETLANDS, WATERWAYS, OR BUFFER ZONES. 2. VIRGINIA USBC SHALL HAVE PRECEDENCE OVER SUBMITTED DRAWINGS AND ROADWAY LOCATIONS, ALL UNSUITABLE MATERIAL SHALL BE REMOVED. THIS SHALL 69. ADDITIONAL GRADING AREAS THAT WERE NOT ANTICIPATED IN THIS DESIGN BUT SPECIFICATIONS. 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. 6. WHERE DEVIATIONS EXIST BETWEEN THESE SPECIFICATIONS/DESIGN AND THE MAY EXIST WITHIN THE AREA OF THE PROPOSED ROADWAY CONSTRUCTION. GEOTECH REPORT, THIS DESIGN SHALL TAKE PRECEDENCE. 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 7. ALL EARTHWORK AND TESTING SHALL ADHERE TO THE RECOMMENDATIONS OF THE MINIMUM BEFORE ADDING SURFACE COARSE. 70. STORMWATER MANAGEMENT CONTROLS SHALL BE INSTALLED AS DEPICTED ON GEOTECHNICAL ENGINEERING REPORT, RIVANNA SOLAR PROJECT (GEOTECH 33. NATIVE SUBBASE MATERIAL SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY SWMP SHEETS. REPORT). (MDD) PER ASTM D1557, OPTIMUM MOISTURE CONTENT SHALL BE IN ACCORDANCE 71. SEQUENCE OF CONSTRUCTION DEPICTED ON EROSION & SEDIMENT CONTROL SHEETS WITH THE GEOTECH REPORT. AND GRADING & DRAINAGE SHEETS SHALL BE STRICTLY FOLLOWED. 8. EARTHWORK ON THE SITE SHALL BE OBSERVED AND EVALUATED BY THE 34. AGGREGATE SURFACE COARSE SHALL BE COMPACTED TO 95% MDD PER ASTM D1557, 0 72. FOLLOWING FINAL STABILIZATION OF THE SITE, CLEANING OF SEDIMENT BASINS GEOTECHNICAL ENGINEER OF RECORD (G-EOR). 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, 9. THE EVALUATION OF EARTHWORK SHALL INCLUDE OBSERVATION AND TESTING OF U.N.O. WITH A VERTICAL TOLERANCE OF ±2". UTILITY LOCATE: ON -SITE BACKFILL MATERIAL AND OTHER GEOTECHNICAL CONDITIONS EXPOSED 36. ROAD DRAINAGE SHALL BE AS DEPICTED ON DETAIL SHEETS. DURING EQUIPMENT PAD EXCAVATIONS AND ROAD IMPROVEMENT CONSTRUCTION 37. ON -SITE ROADWAY LONGITUDINAL SLOPES SHALL NOT EXCEED 8%. 73. PRIOR TO CONSTRUCTION CONTRACTOR SHALL CONTACT NORTH CAROLINA 811 OR AT THE DIRECTION OF THE G-EOR. 38. FOR CROSSINGS OF INTERMITTENT STREAMS, BRIDGES OR CULVERTS SHALL BE USED 1-800-632-4949 OR NC81LORG FOR UTILITY LOCATION SERVICES TO LOCATE ALL PUBLIC FOR THE STREAM CROSSING AND SIZED TO PASS THE TEN (10) YEAR STORM, OR THE AND PRIVATE UTILITIES. 10. NOTES AND DETAILS NOTED AS "TYPICAL," SHALL BE USED WHENEVER APPLICABLE. TWENTY-FIVE (25) YEAR STORM IF THE DESIGN STANDARDS IN EITHER SECTION 14-410 SPECIFIC DETAILS AND NOTES TAKE PRECEDENCE OVER TYPICAL DETAILS AND NOTES. OR 18-32.7.2.1 APPLY (ALBERMARLE COUNTY CODE), WITHOUT BACKING WATER ONTO SURVEY CONTROL (CIVIL SHEETS ONLY): UPSTREAM PROPERTIES. ii. DRAWINGS, SPECIFICATIONS, DETAILS, AND NOTES DEPICTED IN THIS DESIGN 39. STREAM STABILIZATION AND ENERGY DISSIPATION MEASURES BELOW EACH BRIDGE 74. HORIZONTAL COORDINATE SYSTEM: NAD 83, NORTH CAROLINA STATE PLANES, US REPRESENT THE FINISHED PRODUCT AND DO NOT INDICATE THE MEANS, METHODS, OR CULVERT SHALL BE PROVIDED FOOT PROCEDURES, OR SEQUENCE OF CONSTRUCTION UNLESS SPECIFICALLY NOTED. 40. THE STREAM BUFFER DISTURBANCE SHALL BE THE MINIMUM NECESSARY FOR THE 75. VERTICAL DATUM: NAD 83, FEET. LOT(S) TO BE USED AND DEVELOPED AS PERMITTED IN THE UNDERLYING ZONING 76. ANY COORDINATES SHOWN ON CIVIL SHEETS ARE GRID COORDINATES. 12. CHANGES OR DEVIATIONS FROM THE DRAWINGS, SPECIFICATIONS, DETAILS, AND DISTRICT AND UNDER THE APPLICABLE REGULATIONS OF THE SUBDIVISION NOTES DEPICTED IN THIS DESIGN ARE NOT ALLOWED WITHOUT WRITTEN ORDINANCE. STREAM CROSSINGS SHALL NOT DISTURB MORE THAN THIRTY (30) SPECIAL INSPECTIONS: AUTHORIZATION FROM THE CIVIL ENGINEER OF RECORD (C-EOR). LINEAR FEET OF STREAM FOR DRIVEWAYS AND SIXTY (60) LINEAR FEET FOR ROADS OR STREETS, PROVIDED THAT THE ADMINISTRATOR MAY ALLOW ADDITIONAL LENGTH 77. SPECIAL INSPECTION AND TESTING FIRM SHALL SUBMIT THE FOLLOWING TO THE 13. CONTRACTOR IS RESPONSIBLE FOR PROTECTING ALL CONSTRUCTION SURVEYING OF STREAM DISTURBANCE WHERE FILL SLOPES OR SPECIAL CONDITIONS NECESSITATE OWNER AND C-EOR: STAKES SET BY THE OWNER. ANY DEVIATIONS FROM EXISTING GRADES AS SHOWN ON ADDITIONAL LENGTH. 77.1. SPECIAL INSPECTION AND TESTING REPORTS FOR THE FOLLOWING AT A THE PLANS SHALL BE IMMEDIATELY REPORTED TO THE OWNER AND C-EOR. 41. THE STREAM BED AND STREAM BANKS SHALL BE STABILIZED WITHIN SEVEN (7) DAYS MINIMUM: FROM THE START OF BACKFILLING FOR THE BRIDGE OR CULVERT 77.1.1. PERIODIC VERIFICATION THAT MATERIALS BELOW SHALLOW FOUNDATIONS 14. REQUESTS FOR INFORMATION (RFIs) FOR CLARIFICATION OF THE INTENT OF THE AND EQUIPMENT PADS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING DESIGN SHALL BE SUBMITTED TO THE C-EOR. RFIs SHALL INCLUDE A DETAILED CONSTRUCTION LAYDOWN AREA: CAPACITY. WRITTEN STATEMENT THAT INDICATES THE SPECIFIC DRAWINGS OR SPECIFICATIONS 77.1.2. PERIODIC VERIFICATION THAT EXCAVATIONS ARE EXTENDED TO PROPER IN NEED OF CLARIFICATION AND THE NATURE OF THE CLARIFICATION REQUIRED. 42. TEMPORARY LAYDOWN AREAS WILL BE CLEARED AND GRUBBED. DEPTH AND WIDTH AND HAVE REACHED SUITABLE MATERIAL. THE C-EOR SHALL RESPOND IN WRITING AND ISSUE CLARIFICATIONS AS NECESSARY. 43. SCARIFY (OR TILL) NATIVE MATERIAL TO A DEPTH OF 12" AND RECOMPACT, IF 77.1.3. PERIODIC CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. RESPONSES TO RFIs DO NOT CONSTITUTE APPROVED DESIGN CHANGES. NECESSARY. 77.1.4. CONTINUOUS VERIFICATION OF THE USE OF PROPER MATERIALS, DENSITIES, 44. PROOF ROLL COMPACTED SUB BASE NATIVE MATERIAL USING A LOADED TRUCK. AND LIFT THICKNESS DURING PLACEMENT AND COMPACTION OF 15. CONSTRUCTION PHASING TIMING IS CRITICAL BETWEEN EROSION & SEDIMENT 45. COMPACTION SHALL BE DEEMED ADEQUATE WHEN PROOF ROLL INDICATES 1" OR COMPACTED STRUCTURAL FILL. CONTROL STRUCTURAL CONTROLS AND STORMWATER MANAGEMENT CONTROLS. LESS DEFLECTION. 77.1.5. PERIODIC INSPECTION OF SUBGRADE, PRIOR TO PLACEMENT OF COMPACTED SEE PHASING PLAN, EROSION & SEDIMENT CONTROL, GRADING PLAN, AND 46. COVER TEMPORARY LAYDOWN AREA WITH 4" MIN. DEPTH OF CRUSHED ROCK, IF FILL, TO VERIFY THAT EXCAVATION SITE HAS BEEN PREPARED PROPERLY. STORMWATER MANAGEMENT PLAN SHEETS. NECESSARY. 47. TEMPORARY LAYDOWN AREAS SHALL BE REMOVED AND MITIGATED TO SUBMITTALS: 16. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND VOLUMES PRIOR TO PRE -CONSTRUCTION GRADE BY SCARIFYING OR TILLING. CONSTRUCTION. 48. FINAL STABILIZATION OF TEMPORARY LAYDOWN AREAS SHALL BE IN ACCORDANCE 78. CONTRACTOR SHALL SUBMIT CUT SHEETS AND DETAILS FOR THE FOLLOWING TO THE WITH ESC SHEETS. OWNER AND C-EOR FOR REVIEW PRIOR TO PLACEMENT: 17. MATERIAL QUANTITIES SHOWN IN THESE PLANS ARE APPROXIMATE. CONTRACTOR 78.1. PERIMETER FENCE SHALL VERIFY ALL MATERIAL QUANTITIES PRIOR TO CONSTRUCTION. CLEARING AND GRUBBING: 78.2. FILL AND/OR STRUCTURAL FILL MATERIALS AND EQUIPMENT PAD EXCAVATION FILL MATERIALS EARTHWORK: 49. CLEARING SHALL BE DEFINED AS THE REMOVAL OF PLANTS AT OR ABOVE THE GROUND SURFACE. ALTERNATIVES: 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. 79. THE C-EOR WILL CONSIDER ALTERNATIVES FOR MATERIALS AND PROCEDURES. 19. STUMPS SHALL BE REMOVED WITHIN THE ARRAY AREA. 51. CLEARING AND GRUBBING OF TREES SHALL ONLY OCCUR WITHIN THE PROJECT HOWEVER, IT IS THE CONTRACTOR'S RESPONSIBILITY TO DEMONSTRATE THAT ALL 20. AREAS AT GRADE OR WHERE FILL WILL BE PLACED SHOULD BE PROOF -ROLLED UNDER LIMITS BUT OUTSIDE OF WETLAND/WATERWAY BUFFERS. ALTERNATIVES ARE EQUAL IN STRENGTH, PERFORMANCE, AND DURABILITY TO THE 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 MATERIALS OR PROCEDURES SPECIFIED IN THE DESIGN. PNEUMATIC -TIRED VEHICLE SHOULD MAKE MULTIPLE PASSES TO IDENTIFY GRADED AREAS. 80. WRITTEN APPROVAL BY THE C-EOR SHALL BE REQUIRED PRIOR TO USING ANY 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 ALTERNATIVE. CONSIDERATION OF ANY ALTERNATIVE SHALL NOT BE DEEMED TO CONSTRUCTION. TO MAINTAIN AS MUCH NATIVE VEGETATION AS POSSIBLE. IMPLY ADVANCE ACCEPTANCE BY THE C-EOR. THE C-EOR RESERVES THE RIGHT TO 21. MATERIALS EXHIBITING EXCESSIVE DEFLECTION SHALL BE REMEDIATED BY 56. NO UTILITY CROSSING OR ROAD IMPROVEMENT WORK SHALL BE PERFORMED WITHIN REJECT ANY ALTERNATIVE. OVER -EXCAVATION AND REPLACEMENT WITH ENGINEERED FILL. THE JURISDICTIONAL WETLAND BUFFERS PRIOR TO ISSUANCE OF WATER QUALITY 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 LANDSCAPING REQUIREMENTS PERFORMED DURING THE WET SEASON AND/OR PERIODS OF WET WEATHER. VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY. 22. ENGINEERED FILL MATERIALS SHOULD BE FREE OF ORGANIC MATTER AND HAVE THE 57. TEMPOARARY EROSION AND SEDIMENT CONTROL BEST MANAGEMENT PRACTICES 81. SEE LANDSCAPING PLANS IN THE SUPPLEMENTAL PLANS BY DRAPE ADEN FOLLOWING CHARACTERISTICS: ARE ALLOWED TO BE PLACED WITHIN THE STREAM BUFFERS WHERE IT IS NOT ASSOCIATES. 22.1. PLASTICITY INDEX: <25 PRACTICABLE TO PLACE THEM OUTSIDE OF THE BUFFER. 22.2. PARTICLE SIZE (GENERAL): <3" (ANY DIMENSION) 58. TREE REMOVAL IN ACCORDANCE WITH PROTECTIONS FOR INDIGENOUS BAT SPECIES SUP VEGETATION REQUIREMENTS 22.3. PARTICLE SIZE (ARRAY AREA): <1" (ANY DIMENSION) 23. PLACE STRUCTURAL FILL THAT IS NOT BENEATH SLAB ON GRAD, IN THIN, 58.1. NORTHERN LONG EARED BAT(NLEB) 82. DEVELOPMENT AND USE SHALL BE IN GENERAL ACCORD WITH THE FOLLOWING HORIZONTAL LOOSE LIFTS (MAXIMUM 12-INCH) AND COMPACTED TO 95% MDD (±3% 58.1.1. NO HIBERNACULUM OR MATERNITY ROOST TREES WITHIN 5.5 MILES REVISED PLANS PREPARED BY DRAPER ADEN ASSOCIATES TITLED "CONCEPTUAL OPTIMUM MOISTURE CONTENT) VIA STANDARD PROCTOR (ASTM D 698). 58.1.2. PROJECT MAY RELY UPON FINAL 4(d) RULE LAYOUT, RIVANNA SOLAR FARM" DATED JANUARY 5, 2018(HEREINAFTER "CONCEPT 24. THE TOP 8" OF SOIL BENEATH SLAB -ON -GRADE AREAS SHALL BE COMPACTED TO 98% 58.1.3. ACTIVE SEASON FOR THE NLEB IS APRIL 15-SEPTEMBER 15 PLAN") AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING MDD (±3% OPTIMUM MOISTURE CONTENT) VIA ASTM D698. 58.1.4. PUP SEASON FOR THE NLEB IS JUNE 1-JULY 31 ADMINISTRATOR. TO BE IN GENERAL ACCORD WITH THE CONCEPT PLAN, 25. COMPACTION WITHIN UTILITY TRENCHES USING PORTABLE COMPACTION DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS AS EQUIPMENT WILL REQUIRE THINNER FILL LIFTS (3" TO 4"). 58.2. LITTLE BROWN BAT SHOWN ON THE CONCEPT PLAN: 26. FILL MATERIALS USED IN STRUCTURAL AREAS SHALL HAVE A MINIMUM MDD OF 95 58.2.1. NO HIBERNACULUM WITHIN 5.5 MILES(NO TREE CLEARING RESTRICTION) A. LOCATION OF SOLAR DEVELOPMENT ENVELOPES; POUNDS PER CUBIC FOOT (PCF). B. LOCATION OF ACCESS/ENTRANCE IMPROVEMENTS; 27. LIGHTER WEIGHT FILL MATERIALS SHALL BE EVALUATED BY THE G-EOR TO ASSESS 58.3. TRI-COLORED BAT C. LOCATION OF EQUIPMENT YARD; AND IMPACT ON DESIGN RECOMMENDATIONS. 58.3.1. NO HIBERNACULUM WITHIN 5.5 MILES(NO TREE CLEARING RESTRICTION) D. RETENTION OF WOODED VEGETATION IN STREAM BUFFERS 28. ALL FILLING OPERATIONS AT THE EQUIPMENT PAD SHALL BE OBSERVED BY G-EOR. 58.3.2. LAND DISTURBANCE, WHICH INCLUDES BUT IS ONT LIMITED TO GRADING, EXCAVATION, G-EOR SHALL DOCUMENT COMPLIANCE WITH THE SPECIFICATIONS BY PERFORMING FILLING OF LAND, THE FELLING OF TREES, AND THE REMOVAL OF TREE STUMPS,SHALL BE FIELD DENSITY TESTS USING NUCLEAR METHODS (ASTM D 2922) WITH TEST LOCATIONS TEMPORARY SOIL STOCKPILING: LIMITED TO THE AREAS SHOWN ON THE CONCEPT PLAN AS "PROPOSED SOLAR WELL DISTRIBUTED THROUGHOUT THE FILL MASS. DEVELOPMENT ENVELOPES","PROPOSED LANDSCAPE BUFFER" AREAS, AND THE "TEMPORARY 29. COMPACTION TESTING OF FILL IN ARRAY AREAS SHALL CONSIST OF ONE TEST PER 59. EXCESS EXCAVATED SOILS SHALL ONLY BE STOCKPILED IN TEMPORARY LAYDOWN CONSTRUCTION ENTRANCE" AND THE "PERMANENT ENTRANCE" AREAS, UNLESS DAY PER FILL AREA. AREAS, WITH THE EXCEPTION OF TOPSOIL. ADDITIONAL LAND DISTURBANCE IS APPROVED BY THE DIRECTOR OF PLANNING IN WRITING 30. IF UNDERGROUND FACILITIES ARE ENCOUNTERED DURING SITE CLEARING, 60. TOPSOIL FROM SITE ACCESS ROAD AND EQUIPMENT PAD CONSTRUCTION SHALL BE AND PRIOR TO THE LAND DISTURBANCE. CONTRACTOR SHALL IMMEDIATELY NOTIFY C-EOR SO THAT A SOLUTION CAN BE SPREAD ONSITE IN ARRAY AREAS OUTSIDE OF WETLAND/WATERWAY BUFFERS. CREATED TO PROTECT AND/OR RELOCATE (E) UTIL. 61. TOPSOIL IN GRADING AREAS SHALL BE STOCKPILED NEAR THE GRADING AREA AND MINOR MODIFICATIONS, WITH THE APPROVAL OF THE ZONING ADMINISTRATOR AND 31. DRY AND LOW -DENSITY SOIL SHALL BE REMOVED OR WETTED AND COMPACTED SPREAD OVER THE GRADING AREA ONCE FINAL GRADE HAS BEEN ESTABLISHED. DIRECTOR OF PLANNING, TO THE CONCEPT PLAN THAT DO NOT OTHERWISE CONFLICT WITH IN -PLACE PRIOR TO PLACING ADDITIONAL FILL OVER THE MATERIAL. 62. TOPSOIL SPREAD OVER GRADED AREAS SHALL BE LEFT LOOSE AS A GROWING THE ELEMENTS LISTED ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING 32. ORGANIC SOILS SHALL BE LEFT IN PLACE IN NON-STRUCTURAL AREAS SUCH AS MEDIUM. ORDNANCE. WITHIN THE ARRAY AREAS. 63. EXCAVATED SOILS, REUSED ON -SITE, SHALL BE SPREAD IN A MANNER SO THAT SITE 83. LANDSCAPING AND SCREENING SHALL BE SUBSTANTIALLY THE SAME AS SHOWN ON 33. VEGETATION REMOVAL SHALL ONLY TAKE PLACE IN AREAS TO BE DISTURBED, HYDROLOGY IS NOT ALTERED. THE REVISED PLAN PREPARED BY DRAPER ADEN ASSOCIATES TITLED "LANDSCAPE CONTRACTOR SHALL MINIMIZE DISTURBANCE OF VEGETATION DUE TO 64. EXCAVATED SOIL REUSE LOCATIONS SHALL BE PROVIDED TO THE C-EOR FOR BUFFER DETAILS" DATED JANUARY 5,2018, AND SHALL BE PLANTED AS SHOWN ON A CONSTRUCTION ACTIVITIES. APPROVAL IF NOT SPECIFICALLY STATED IN THE DESIGN. LANDSCAPING PLAN APPROVED BY THE DIRECTOR OF PLANNING OR HIS OR HER 34. IN ROAD AND EQUIPMENT PAD CONSTRUCTION LOCATIONS, NATIVE TOPSOIL WILL BE 65. EROSION AND SEDIMENT CONTROLS FOR TEMPORARY STOCKPILES SHALL BE IN DESIGNEE. REMOVED AND SPREAD ON SITE. ACCORDANCE WITH ESC SHEETS AND THE STORMWATER POLLUTION PREVENTION 35. IN GRADING AREAS, NATIVE TOPSOIL SHALL BE REMOVED AND STOCKPILED NEAR PLAN (SWPPP). THE GRADING AREAS. WHEN FINAL GRADES ARE ACHIEVED, NATIVE TOPSOIL SHALL BE SPREAD OVER THE GRADED AREA FOR RE -VEGETATION AND STABILIZATION ACTIVITIES. 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 (GRAVEL OR EQUIVALENT) 32,683 SF FENCING 13,471 LF ENTRANCE GATES 3 EA Dig With OOIDQ LEGEND 3 (E) SURVEY MONUMENT ® — - - — PROPERTY LINE O—ate (E) OVERHEAD LINES © z� (N) PERIMETER SECURITY FENCE (SEE TBD) SETBACK ® SITE GRAVEL ACCESS ROAD (SEE TBD) OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE TBD) (SEE 11 rww n 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 200 440 C-100 SCALE: 1" = 200' FEET(D Dig With QQ SETBACK SCHEDULE T TI, XTT OWNER: KOSIEROWSKI,JAMES OR ELIZABETH PARCELID: 09300-00-00-046AO _ USE:RESIDENTIAL I L rA� 1427' SIGHT DISTANACE OWNER:VIRGINIA 5 ELECTRIC & POWER CO. PARCEL ID: ` 09300-00-00-047L0 USE:UTILITY I WESTVACO TEMPORARY BLVD ENTRY �_— '_=' OWNER INGREA, WILLIAM F PARCEL ID BUCK ISLAN ' U E: SIDDNTIAL RD ( OWNER: GRAIN COMM I LLC C/O �\ AMERICAN TOWER \ CORP. PAR EL ID: 930O0--00-00-046BT Yl, USE:RESIDENTL9L I _ I I I, I r �i�jy I II i I d 1594' SIGHT DISTANCE I I o o 0! R-THE o q APPLE TREE TRUST C/O OSBORNE C & MARTHA T s� COSNER r \ PARCEL ID: 09300-00-00-047AO USE:RESIDENTIAL , �'1-�iJIllU1/lllll5(S� s O 0 \ I /� OWNER o" MORRIS,LISA GAIL PARCELID: 9301 USE:RESIDN6TIAL 9 o -?s v II' 111 I "I II I � I �'I z 426' SIGHT DISTANCE I C CAMPBELL FAR J LN C C I I� V 815' SIGHT cDISTANCE II OWNER:SWEENEY,CAROLYN A', PARCEL ID: 09300-00-00-047EO ° USE:RESIDENTIAL �1 SEE C-201 PARCEL ID: 09400-00-00-017AO PROSPECTIVE LAYDOWN YARD \ "�L' SEE C-203 SEE C-20\ \ "� ZONEE " X" OWNER:YO WELL,ROBERT;LINDA YOWELL;SCOTT YOWELL & SIMON J STAPLETON,TTEES PARCEL ID: 09300-00-00-05000 USE:RESIDENTIAL I\ I \ ZONE "A" I �I f�f ( ' / .... ;<'OWNER:PARHAM, VEGE ATIVE . BOBBY J OR j BUFFER OWNER:PARHAM,RONALD PARCEL ID: E OR JANET K 09300-00-00-047M0 ® PARCEL ID: / USE:RESIDENTIAL USE:RESIDENTIAL SEE C-202 SEE C-204r'' "S EE C-206 ON E " x 0 ZONE "A" OWNER: SCHARER,GREGORY E & WENDY A;TRS OF THE SCHARER FAMILY PARCEL ID: 09300-00-00-05000 USE:RESIDENTIAL 0 13 10 Jsfv OWNER:INGRAM, ANNE H PARCEL ID: 09300-00-00-052AO USE:RESIDENTIAL C3 ITEM REQUIRED 1111111111111 O PVARRAY FRONT 10' FROM ROW O -_ WETLAND STREAM BUFFER SIDE 20' FROM PROPERTY LINE O (E) SURVEY MONUMENT j� — --- _- REAR 20' FROM PROPERTY LINE ® — - - — PROPERTY LINE WETLAND 100' FROM STREAM O (E) OVERHEAD POWER LINE & POLE 1 / / 1 00'STATE SETBACK FROM WATER © (N) PERIMETER SECURITY FENCE (SEE C-300) / WATERS FEATURES INV 100' SETBACK SETBACK FROM PROPERTY LINE ® SITE GRAVEL ACCESS ROAD (SEE C-207) / SUP 100' + 50' SETBACK O / J %:.i:;�:�''•s°..��:: LAYDOWN YARD / (N) ACCESS GATE AT SITE MAIN ENTRANCE �� (SEEC-300) 1 L _ _ C .......1 VEGETATIVE BUFFER 12 OWNER:BRENDA UTILITY EASEMENT LEE CERVENKA PARCEL ID: I3 FLOOD PLANE DELINEATION 09300-00-00-047N1 USE:RESIDENTIAL 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR / — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR GENERAL NOTES 1. PROPERTY AREA =±149 ACRES 2. FENCED AREA = ±120 ACRES 3. DISTURBED AREAS INCLUDE: GRADING, EXCAVATION, PILE, ROADWORK, CLEARING & GRUBBING AND EQUIPMENT PADS. 4. SITE PREPARATION INCLUDES CLEARING/GRUBBING, MINOR GRADING, COMPACTION, MOWING OF VEGETATION, AND RE -STABILIZATION OF DISTURBED AREAS. 5. TOPSOIL SHALL NOT BE REMOVED FROM THE PROJECT SITE OR SOLD UNLESS REMOVAL OF EXCESS SOIL IS APPROVED BY THE AHJ. 6. EXCESS TOPSOIL SHALL BE SPREAD ON -SITE SO AS TO PROVIDE MAXIMUM SIX INCHES. 7. IF REMOVAL OF EXCESS TOPSOIL IS REQUIRED IT MUST BE COORDINATED AND MEET AHJ REQUIREMENTS. 8. PROJECT SITE SHALL BE STABILIZED IN ACCORDANCE WITH THE CONSTRUCTION GENERAL PERMIT. 9. CONTRACTOR RESPONSIBLE FOR PRESERVATION OF EXISTING VEGETATION, NOT CLEARED/GRUBBED OR MOWED, TO THE EXTENT PRACTICABLE. 10. VEGETATION REMOVAL SHALL ONLY OCCUR WITHIN THE LIMIT OF DISTURBANCE. 11. BURNING OF DEBRIS SHALL NOT OCCUR WITHOUT APPROPRIATE PERMITS AND/OR AHJ AND OWNER APPROVAL. 12. FINAL STABILIZATION SHALL BE IN ACCORDANCE WITH EROSION AND SEDIMENT CONTROL PLANS. 13. SITE IS LOCATED AT PARCEL ID 09400-00-00-017AO, STATE TAX CODE:AG TAX TYPE: LAND USE PARCEL LEVEL USE CODE: DOUBLEWIDE 14. ALTA & TOPOGRAPHY PREPARED BY TIMMONS GROUP, DATED MARCH 12,2019. 15. PLANS PREPARED IN ACCORDANCE WITH SUP: SP201700018 RIVANNA SOLAR PROJECT 1 SITE PLAN OVERVIEW 0 200 4Q0 C-200 SCALE: 1" = 200' FEET(D Dig With QOIDQ T FrFNTTI OPV ARRAY O------------- WETLAND STREAM BUFFER O(E) SURVEY MONUMENT ® - - - - PROPERTY LINE (E) OVERHEAD POWER LINE & POLE © z� (N) PERIMETER SECURITY FENCE (SEE C-300) SETBACK FROM PROPERTY LINE ® SITE GRAVEL ACCESS ROAD (SEE C-207) OLAYDOWN YARD 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (SEE C-300) 11 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 1�50 C-201 SCALE: 1" = 75' FEET Dig With QQQ© • 1 • - ■��■-ram■�®��r■�. 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".•1rJ11i1 !!Inmmnlnuyencaluln_:lnnnsee:l:!1■n�Innnls.ennnn■n.nnlmnlulnnnl:nm: � . of- 1 I TREES 1 30' C! i of i o USH rREEs C3` BRUSH 17 \ vi d LEGEND OPV ARRAY O------------- WETLAND STREAM BUFFER O(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 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"=1509) 1 SITE PLAN 0 75 75 0 C-202 SCALE: 1" = 75' FEET(D Dig With QQQQ LEGEND 1 PV ARRAY O------------- WETLAND STREAM BUFFER 368 SEE C-201EFEcso IBRusH x O (E) SURVEY MONUMENT 366 4 v — 30' , s ® — - - — PROPERTY LINE 362 0 o (E) OVERHEAD POWER LINE &POLE -- — R1O' © z� (N) PERIMETER SECURITY FENCE (SEE C-300) 7 — — — — — SETBACK FROM PROPERTY LINE 3 s54- 3Ss BENS _ 180Jill - SITE GRAVEL ACCESS ROAD (SEE C-207) _ - 7 LAYDOWN YARD O 360 �a 1 (N) ACCESS GATE AT SITE MAIN ENTRANCE 10 _ - - 362 D rR s SE (SEE C-300) 11 VEGETATIVE BUFFER 1 370 � BE REEs 374 �-- 8' 1- BR sH 12 ® UTILITY EASEMENT 1' � ' I '• ---- � a ENSE TR 13 FLOOD PLANE DELINEATION 3 82 3g4 2 \ \WETLAND CROSSING #2 DETAILS 1&2/C-209 - 375 (E) MAJOR CONTOUR 376— (E) MINOR CONTOUR 1 AND DETAIL 2/C-211 m 13' — 375 — (N) MAJOR CONTOUR m O g92 — 376 — (N) MINOR CONTOUR , O BRus TREES MAP LEGEND (SCALE V=15001 H - UTILITY CROSSING #1� a o SEE DETAIL 1/C 213 _ 1 d BRUSH R10' o i V Q _ 1 39s_ D BEE LAYDOWN YARD hp ` DR 11011 c/ D DENSE EE 39& � \ 4 El z oa m m cb A 1 i! R10' 75' 38z I o BR SH 0 0 ENGINEE38O Mr STAMP I �� 3372 //.-• /E':, 1 ISSUED FOR PERMIT AA MM 03/04/2022 0 30%FOR CLIENT REVIEW AA MM 02/11/2022 UT .ILITY CROSSING #2 .-- - REV DESCRIPTION BY CHK DATE o O s SEE DETAIL 2/ C-213 SITE PLAN C-203 I 378 RE SHEET TREE SHEETNO. A I O 0 BRU H RIVANNA SOLAR o� q u IS 1 o = ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 376 � PROJECT DETAILS O _ 1 � SEE`2D5 ; -1 1 1 11 -- ADAPTURE � SOa 1 SITE PLAN RENEWABLES C-203 SCALE: 1" = 75' 0 75 I�OFEET ' ' DATE: 03/03/2022 DFTR: ALEXASFEH CONFIDENTIALITY STATEMENT MI•TCHELL THIS DRAWING 15 THE PROPERTY OF SIERRA OVERHEAD ANALYTICS. 9 O©©© SCALE: ASSHOWN CHKD: THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN DI With MENEZES CONNECTION WITH WORK DESCRIBED BY SIERRA OVERHEAD ANALYTICS NO PART IS TO BE DISCLOSED TO OTHERS WITHOUT WRRTEN PERMISSION FROM PAPER SIZE: 24" X 36' ENGR ASIERRA OVERHEAD ANALYTICs. -GALLOWAY LEGEND 1 PV ARRAY o SEE C-202 8z z � 3 n ' S Z ------------- WETLAND STREAM BUFFER a I i wW 3 � (E) SURVEY MONUMENT 6 ; o S BRUH i � ® — - - — PROPERTY LINE O � (E) OVERHEAD POWER LINE &POLE (N) PERIMETER SECURITY FENCE (SEE C-300) is �] SETBACK FROM PROPERTY LINE w SITE GRAVEL ACCESS ROAD (SEE C-207) LAYDOWN YARD BRUSH 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE (SEE C-300) i cow 11 VEGETATIVE BUFFER ` DEN TREES 0 �I cn co co 0 12 UTILITY EASEMENT FLOOD PLANE DELINEATION B U H \ 1co 0 384 375 (E) MAJOR CONTOUR t 1 376 (E) MINOR CONTOUR BRISSH E 1 38? e SH 380 — 375 — (N) MAJOR CONTOUR 1 — 376 — (N) MINOR CONTOUR wF MAP LEGEND (SCALE 1"=1500') wwo 324 BRu — — 2 D Q DENSE TREES 31,9 WETLAND CROSSING#3 a SEE DETAILS 1&2/C-210 0. o AND DETAIL 1/C-212 via e o 322 BRUSH a a 1 Dao wQ`�90 b - Q 4 Ln n c� N W O i 7 i 1 / i 1� M w � i i ff w 1 INGINEERS IyOf. V STAIrp' -v �90V1 I IA 1 1111i USH 38g BRUSH 1` J 1 � / � l 1 ISSUED FOR PERMIT AA MM 03/04/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 38a Q° REV DESCRIPTION BY CHK DATE ° 3j8o2 SITE PLAN C-204 3j0 6 12 3po2 V /'' SHEEF IlT1.E SHEEP NO. 356 RIVANNA SOLAR �o ch ccO �o Q ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 FRoIEGFDeTu� O � o J1 �JI)� jil4RHJSEE C-206 ADAPTURE � SOa 1 SITE PLAN RENEWABLES C-204 SCALE: 1" = 75' o �5 +�o FEET ' f DATE: 03/03/2022 DFTR ALEX ASFEH 9EcoNFroEBNnAErrY $TATE'MENT `� MITCHELL T DRA GISTHEF Qoe OF 5N OVERHEADANAI.YTU 9 O©U7© SCALE: AS SHOWN CHKD: np58JFORMAnON FE CONFroe L AND FE TOBEDSM OBB.Yw DI With MENEZES CONNECHONW WOH DFECA MBYSBieeAOVEFHEADANALYn NO I'ART6TOBEDF,.CM1AEEDTOOTHEREWITHOOTWeIReNPERM QNFROM PAPER SIZE: 24" X 36" ENGR GAA-IN OWAY EceRR^oveaHEAD AN,wmcs LEGEND PV ARRAY 390 3 A �a DE E 50 FT O WETLAND STREAM BUFFER 3 66 _ 35' ° 378 z (E) SURVEY MONUMENT m m sBa 7 380_ - o 0 oa 382 ----PROPERTY LINE (E) OVERHEAD POWER LINE & POLE a 16 5 gb usH 3 0 © (N) PERIMETER SECURITY FENCE (SEE C-300) -----SETBACK FROM PROPERTY LINE ' a $� SITE GRAVEL ACCESS ROAD (SEE C-207) LAYDOWN YARD 3j4 1 O (N) ACCESS GATE AT SITE MAIN ENTRANCE C-300) ; ro m (SEE 376 VEGETATIVE BUFFER 380 G m a -= 12 UTILITY EASEMENT o 0 �0 5 13 -^�MMr FLOOD PLANE DELINEATION O 3gsv A 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR M ° 4 E sE Rus ��6 00 n� �r16 MAP LEGEND (SCALE 1"=15017) Io sE E s _ R10' 6 a D 0 I3g0 e s 8 I a �3a0 oa R30' �1a � 0 a usH , , I ass 0 o p a � M o 50' o ZONE "A" / ' E 3)� u'6 8 II /I I c u'Y m Nm s2 0 A / ENGINEERS SiAMB / I 1 ISSUED FOR PERMIT AA MM 03/04/2022 / 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 / REV DESCREPTION BY CHK DATE SITE PLAN C-205 SHEET IlT1.E SHEEI'NO. RIVANNA SOLAR / \ ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 PF.O,ECFDETAIIS i ADAPTURE � SOa 1 SITE PLAN C-205 -0 SCALE: 1" = 75' 0 75 +�o FEET ' f DATE: 03/03/2022 DFTR ALEX ASFEH 9EcoNFroERNTUEm sTATE IMENT MITCHELL THIS DRAWING IS THE PROPERTY OF SIERRA OVERHEAD ANALYTICS. 9 O©�© SCALE: AS SHOWN CHKD: THIS INFORMATION IS CONFIDENTIAL AND IS TO BE USED ONLY IN DI With MENEZES CONNECTION WITH WORK DESCRIBED BY SIERRA OVERHEAD ANALYTICS.NO PART IS TO BE DISCLOSED TO OTHERS OUT WRITTEN PERM6SION FROM PAPER SIZE: 24" X 3GALLOWAY W6" ENGR GASIERRA OVERHEAD ANALYTIC$. LEGEND O PV ARRAY 3q50f 3qp SEE C-204 8 Y O 33p �s JGO 6 320 WETLAND STREAM BUFFER O (E) SURVEY MONUMENT 3 26 38?� ® — - - — PROPERTY LINE ZONE HXII 310 (E) OVERHEAD POWER LINE & POLE ti� M � 501 3p2 90 0 3 © (N) PERIMETER SECURITY FENCE (SEE C-300) ----- �] SETBACK FROM PROPERTY LINE 31a � 2g6 2g0 292 ® ® SITE GRAVEL ACCESS ROAD (SEE C-207) LAYDOWN YARD O (N) ACCESS GATE AT SITE MAIN ENTRANCE 3130 ZONE HAH Zg0 10 (SEE C-300) 310 Zg9 VEGETATIVE BUFFER 316=31q 0 �32p 28 6 12 UTILITY EASEMENT 32 V,33p 6 v'y 13 FLOOD PLANE DELINEATION 3g 375 (E) MAJOR CONTOUR 376 (E) MINOR CONTOUR — 375 — (N) MAJOR CONTOUR — 376 — (N) MINOR CONTOUR MAP LEGEND (SCALE 1"=1500') i m m / r ) 1 N O ENGINEERS STAMB 1 ISSUED FOR PERMIT AA MM 03/04/2022 0 30% FOR CLIENT REVIEW AA MM 02/11/2022 REV DESCREPTION BY CHK DATE \ SITE PLAN C-206 SHEET TITLE SHEET NO. \ RIVANNA SOLAR \ ALBEMARLE COUNTY, VIRGINIA LAT: 37.962594 / LON:-78.402635 FROJECTDETAIIS ADAPTURE � SOa 1 SITE PLAN RENEWABLES C-206 SCALE: 1" = 75' 0 75 +�o FEET ' f DATE: 03/03/2022 DFTR ALEX ASFEH 9EcoHFroERNTULITY STATE IMENT MI•I•CTIELL THIS DRAWING IS THE PROPERTY OF SIERRA OVERHEAD ANALYTICS. 9 SCALE: AS SHOWN CHKD: THIS INFORMATION IS CONTMENTIAL AND IS TO BE USED ONLYIN DI WithO©�© MENEZES CONNECTION WITH WORK DESCRIBED BY SIERRA OVERHEAD ANALYTICS.NO PART IS TO BE DISCLOSED TO OTHERS W OUT WRITTEN PERMSSION FROM PAPER SIZE': 24"X36" ENGRRDARIN SIERRA OVERHEAD ANALYTICS. GALLOWAY