Loading...
HomeMy WebLinkAboutSDP202200043 Plan - Submittal (First) 2022-06-13GENERAL 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 , - - ::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::1rse.: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, • �� ,���� � FAm JIG 9 3 11 7 IICC:7C:IC:::71Clai 71 3 al{ 113 .IC[ 1 7r C31C.7C31!a �+ � r •IG� ���� � e.as:+..`3..za:a.ae::a::e31e:::31:7e.a.a.:11 1, el:e ••.e.71..1:3ea1r.3a tic' � � ��3771:3::c4Si:ai_:?.a7C:71'.::7133::R3e::R3i:7CS:1a::RS=•1131••- �" INN �� • � �� ��'1, e:.1C1:11:?C°R`3•-CSS:C=:`.-i::RS3::R�:e'.:R3e:7e:71:rf,::11•-�'.'.R31 •, . 1 �L �`� G G � � O ia:a:i::71:3::11:5:::'s::7C:71S3:aIS3::7i".3::ICCC:T:1C33::iC3:7� : � �' �, • • • • ��I � R - �`� ` � `t/,;<iAi�',�1' 7�. T���TG.�•�:��aZ�r�7/v���7�T�irt�'f�Y _n R3::71C3:7C:71S3::71537:17 1::71ia:7537153::1IS3:A7i3i.'7C �i,':¢" � 71"--71.3--1'"--'inal. p I���� - • • • G y [ � .rz3:.a33::R3e:al1 ��-`e:ca_�:��Iaeais3::713:ess::le;a::7e;alai::Ra:aee::zre:7ez7e3 - wi�Jt�l �\w1 ,.a • s -.. 1 R C i1 71:i:-71a::aa^[ IC 3 R:71,9 Is'1 11 C /I 3 73 IS 7 31 7 O 9 G � � iiPrn ,;! • .� . s_:- •e-3 7C 11:.3'.'RC3C' u,:e'.3C:71:3..71a..11"1 ICaaii��3C.IIC3:7 .�., � �� � �y%�e �� -. • �[ a s• :1- 1.:CaC::IS3::71 3 la R :7C[ 13 Ca[CI: �'� !(- - �,,� ;.,`� +.,_, �� ��� `_--�_� Pf`.� ` J OWN, 71�` 7``\L'aC:71:i1`..:..11.�:'R.C.iC.•IC3C� —� �• r .aa : [ �.. ii i °z iii a ie:a — _MIMEto, IWO VA �. r�l 11�a4�11i; Ei9�Ef�S3b9EI9a1%n��E�Eie�eli►s� ;;x„� .-ALM ���M- ''� `lll,�j�p t{���l�i�,�� ,, '�•..� IS1%•�/1/I . 1,'',�I f���FE��3��f���,. ���3'�F2.Pf��s�es���f,:c��;�i,�*.r%7E�%JET%Jf►�_;'_ �,-,.¢���. n ?�f�L1lfflJf,ff•-/ftlrii/llls%%.'�/1//l/Jlll%ii�►==►�.. _ - 1 • �p�a ; #2F EE �i lElr 3B�SEcEB P■ �3� �wmrmr Will �; I'►le�lf�_EE�3f7�3ff.3���9�1�3�✓�al�i�f�:!fir%:�,� �-,r••zor••z-.`f•.z�r�Y..�sa• ��:e.:::. 7.3 7•._..-:-�_�� rA WWRIM �� MOfR�T�I�IC 51 � / .. ��►' -- a'� . - 3::7a'.:Raa::::e R:3 aC:71S1."a1C7::R:3:. R� i:5` \MR, .....a...[.3. -- -.e.aL..1:d::R33: lGa:asei:a -- . 11 Fir i%i����// `+,• if c:IC33::1'c3:7CaIa7�71S1-:R77:R�3:73:31a::11:a _ ` :3a1a3a3a: 11:11,11 ::R.ea7:73a3::7[_e 1 -'�� `I ���,�/�1.I��i•����-' • ��,1 {iw;�►1��., � � a.l�¢ ��f^���'"� , � 1 � �� ��C:C31::7C31:7C:71S3::11:1::1171::R:3:31:7157::7157:::■C{::IL:C:7C:31.3::31CIF":116C7G:Ii1.C:S PI133::IIC3:iC:71S3::7151::71C1::1iS.67::71S3::RS37:11:1::11:SC:a3:---- -- i /I ��\ -►� 1 oI 4 ��� :. ' ,s► : ,�� v • �r`�'��� ..;� �,�- ��ti��t�lllll��/t,�11111�►�� `3:'71:3;::TI:7::R73::1::R:7C:a1:3::71R7:.:71•.1::11:1:7r•:flFa::71:7::71a'::IS:3:7C:31Sa::a1S3::11:1::R31:�1 - I ,.Z / - r � �� � 3:71a1'7:7131::133i::IL31a7C:a/1S3C:711Si1::1R•:7::E'cCCiC:f13375a1:1::1937::IC:1:S5:713::71:3::11C1•�::IC33:iG"3C7C:::1\:3:77 34.7:31:1 I'1 �� - �� �l1l�R��;, 1• I1 II II 1'.:1 I'i� � • • u � ������ ���� �� / - / : -- , •3:: "1.. Ti:{.ai 3 a1 711.3:Ss.3..71:7..77:LaC:71:3G.71.3..1E:3:.IC.L.iC.ICa a. \j� ,.,/gam <� ����� ,� NO . 3:a1a:al./::R?e ►,e e 7 zr'i::al[3::SLI::L:e:7e:71:3: "+ e::n33::7R1::11e33:R31.:3e:a33:a1:3::IRl::ei�::9e:71:3:: 3::R:e:: e: 3::71:rae 31:x�s3e: :ae tea: 3 ,3 3 e:�!■:�"• .3::RIC:Isa.71:i.3e:71:3F1 C • . // �. -�� � -� �: ���Sz '���� 3S71�LC77Ss: 11 '! 7{ C �9�71.F1:::7E'3 '•1.1 Ir 1 7C:71S3N:11Ci:al:e:aa:e:7e�1.316ae3i:3 3:71..3.:a1C3:.11:3..R.3.7..'/L•.3::71.3..11.6.1{-..7C:71.3::71:I3::31.3::IS:CaC.7C3::71C3:7 � � i �_��.�ti��tt� ,®� loll/fill//111��s � ► !l1 ^,;TjI %z "�; ' � I,u���/ � � -- �►� � � �I���a����l,�T�� � — �{�� e:71:1a:a1 7 a"e .R 3 7e a1 3 a �7 a ..3.e:7e:71:1: 3:7153::::11 3 /i-{'' :R 3 7C 71 L:71 3 11:1::1{:ram 71 3 IR e ai:e� 71:3: 71 3 ii 3.:R:.-0:7 �i� ► • • ` ,., . F•/ �/ W ME MON-1:71.3 ', � [ • 1iROVE .' � �\I! �"�=\ �����, 11 i R.{ R 6 7C.71 3 71 i c .i . 1:71s3..Fu:3..R:►..R.i.is.a7:9.a7a.ae•e ..s-z ed �. ���N��-L.�'�.i-_�1 3:91:3::71:1::1133:1:1{337 1 / ��� --'!✓ _ •�� l �ES r +/ NOR � O �Z�mN!mI�; WMEMO4Z� '�' i sue �= ,.•.� ��F > .�!' INS _•� �I I a�ZEZSl95i��ti:��Z�l3Cv.►_' EIRS RID OF � '� F�3Ef�£��3f3EE3[EEli��4�5E.����e��1�•€���-�1 r�'��'� � • I G I I G G I I' .: . � �svlw�i/�aiL:✓�� ♦ v3v1Vv "ri*.�-a ���"�� ��"�i a-- ���' • r144 WE �Y O�� WAM dF3ffffs, r��11,rAWMA IN _m • . 11 � l /' WE VA W w ... / VA PF � it%� . i -5� • ie i• 3::•. i r-:i.:i �,, I � � �� �/� � � 1 � � � 1:83�'I:i:•.7ia:a!C_"cc:7i:7[51a::3::119iE:7iCC'IE �� C'.77a::3E:"f:'a133', n . ...,• .es- � �!' / /� Md1!:C31::7C31:a@:71:3:a73:3:'.13:P::{T:.73:7i•:.a:: If7LC3::7IC3ai:::'s_g__ai:f:a3C3::RCi:a3CiC31a �iOP its I , - / .±±' r . , 3:aiS3::71C7::11.':3::ICCCaC:71.•.3::71.3.:11 3:71:1::11:1::113e::R3e:7e:71a::■:{e:n ►_� �W�� C /� "— �C:'i1:3•-11.1-•1133--11`I-a1.7►1: '� ` � � • 7 �� • I,�� . I . i a �3 / saw ��/�jcf y�7C��� � 1-i1S1::71 �i:7:::_71 3 - i1 1 .Si:e .0 II i .7 ,.._ - 'I 0� - .�/� _-��—=' l . . •-,�.,�^ � 33%1�!j yci:���r , �1�� ; � - �e.�i" J ^ � 11e .iCi — = --%iMo .: • . ,err WL 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. r DARIN RAY GALLON 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 DESCREPTION 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 WETLAND SETBACK BUFFER m (D iv 0 Z5 WETLAND SE 350 3 I KII rT Ir. ' AI rI WETLAND CROSSING #1- PLAN SCALE: 1 " = 20' O 2U FEET 12" MIN. COVER OVER PIPE FROM FINISHED SURFACE 60 CORRUGATED METAL PIPE(CMP) OR EQUIVALENT 2 C-208 -22 1 Station WETLAND SETBACK BUFFER Station 2+48 hh N/ 70) (P)SURFACE ti m �� FLOW ae o � ry. INLET IE: 341.5' 0+96 ,. 60" CORRUGATED METAL PIPE(CMP) OR EQUIVALENT 11 ' (E)GRADE � (P)SURFACE 30" MIN. OUTLET IE: 339.5' 34_ 340 �12" MIN. / A (P)EXCAVATION FOR CULVERTS (E)GRADE WETLAND CROSSING #1 - PROFILE 0 20 a0 SCALE: H:1"=20' V:1 "=2' FEET (P)MV CABLE WETLAND CROSSING #1 - CROSS SECTION 0 20 40 SCALE: H:1 "=20' V:1 "=2' FEET LEGEND 75 (E) MAJOR CONTOUR 76 (E) MINORCONTOUR — 75 (N) MAJOR CONTOUR — 76 — (N) MINOR CONTOUR GENERAL NOTES 1. GRADING DETAILS AREAS FOLLOWS: 1.1. DISTURBED AREA = 14,534 SQF 1.2. CUT = 62 CU YD 1.3. FILL = 1,285 CU YD 1.4. NET CUT & FILL = 1,223 CU YD OF FILL 2. CULVERT PIPES SHOULD ALL BE 60" IN DIAMETER SPACED 30" APART EDGE TO EDGE, WITH MINIMUM LENGTHS AS FOLLOWS. 2.1. 1X831, 1X89', 1X93', 1X911, 1X87' 3. HEADWALLS ARE TO BE ARMORED WITH RIPRAP. 4. CROSSING SHALL COMPLY WITH ARMY CORP OF ENGINEERS NWP 14 Dig With GQIDQ THALWEG E:337' INLET IE: 336.5' 2 C-209 WETLAND SETBACK BUFFER WETLAND SETBACK BUFFER m (D v r-r O Z5 �— Mlop if gas 3 C-209 WETLAND SETBACK BUFFER 1 WETLAND CROSSING #2 - PLAN 33 3' C-209 SCALE: 1" = 20' 20.0' .� mac. •� .: - .�• w n a �QG 0 20 w 4�0 FEET A wil TH ALIEI I .I 3I I � �o OUTLET IE: 335' )• Station WETLAND CROSSING #2 - PROFILE 0 20 40 SCALE: H:1"=20' V:1"=2' FEET INLET IE: 336.5' m rD iv f-r O 5 Station WETLAND CROSSING #1 - CROSS SECTION SCALE: H:1 "=20' V:1 "=2' 0 20 40 FEET LEGEND 75 (E) MAJOR CONTOUR 76 (E) MINORCONTOUR — 75 (N) MAJOR CONTOUR — 76 — (N) MINOR CONTOUR GENERAL NOTES 1. GRADING DETAILS ARE AS FOLLOWS: 1.1. DISTURBED AREA = 18,018 SQF 1.2. CUT = 63 CU YD 1.3. FILL = 2,379 CU YD 1.4. NET CUT & FILL = 2,316 CU YD OF FILL 2. CULVERT PIPES SHOULD ALL BE 60" IN DIAMETER SPACED 30" APART EDGE TO EDGE, WITH MINIMUM LENGTHS AS FOLLOWS. 2.1. 1 X 92', 1 X 105', 1 X 106', 1 X 98' 3. HEADWALLS ARE TO BE ARMORED WITH RIPRAP. 4. CROSSING SHALL COMPLY WITH ARMY CORP OF ENGINEERS NWP 14 PIPE(CMP) OUTLET IE: 335' r DARIN RAY GALLOV 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 5HE =E CROSSING #2 C-209 5HG NO. ALBEMARLE COUNTY, VIRGINIA PROJE DETAILS %JI)11 RIVANNA SOLAR LAT: 37.962594 / LON:-78.402635 ADAPTURE ' Dig With QQIDQ RENEWABLES DATE: 05/25/2022 DFTR ALEX ASFEH SCALE: AS SHOWN CHKD: MITCHELL MENEZES PAPER SIZE: 24" X 36" ENGRRDAAR IN OWAY soa OVERHEAR 2 C-209 CONFNENTLI STATEMENT TH6DEAWBJGISTHECOPERITOFSIFARARi BEUSANALYTI6. TH6WFOE WON ISCONFB)ENTIALANDI$TO BEUSw ONLYIN CONNECHOND WORKOFOC F5 BY $BiRRAOVERHEADANAIONI M PART 6T0 BE DISCLOSw TOOTHERS WITHOOT WFITTPN PERM65ION FROM SIERRA OV EP.HEAO ANALYTICS OUTLET IE: 322.5' WETLAND SETBACK BUFFER WETLAND SETBACK BUFFER m m sv r+ O D THALWEG E:322.5 �`-�� w is /� k Ir z Som rm, *31 1 " e I AT 2 C-21 222.2' THALWEG E:324.5' INLET IE: 324.5' 1 WETLAND CROSSING #3 — PLAN 0 15 30 C-210 SCALE: 1 " = 20' FEET Station WETLAND CROSSING #3 — PROFILE a 20 40 SCALE: H:1" = 20' V:1"=2' 1 FEET 3 C-21 4. WETLAND SETBACK BUFFER m m sL r+ O D INLET IE: 324.5' 2 C-21 3 C-210 Station WETLAND CROSSING #1 — CROSS SECTION SCALE: H:1 "=20' V:1 "=2' 0 20 ao Ic FEET LEGEND 75 (E) MAJOR CONTOUR 76 (E) MINORCONTOUR — 75 (N) MAJOR CONTOUR — 76 — (N) MINOR CONTOUR GENERAL NOTES 1. GRADING DETAILS ARE AS FOLLOWS: 1.1. DISTURBED AREA = 15,926 SQF 1.2. CUT = 49 CU YD 1.3. FILL = 1,894 CU YD 1.4. NET CUT & FILL = 1,845 CU YD OF FILL 2. CULVERT PIPES SHOULD ALL BE 60" IN DIAMETER SPACED 30" APART EDGE TO EDGE, WITH MINIMUM LENGTHS AS FOLLOWS. 2.1. 1X88',1X95',2X101',1X97',1X94',1X91' 3. HEADWALLS ARE TO BE ARMORED WITH RIPRAP. 4. CROSSING SHALL COMPLY WITH ARMY CORP OF ENGINEERS NWP 14 PE(CMP) OUTLET IE: 322.5' Dig With GQIDQ 2'-6" FLOW 12'-6" 2'-6" EDGE OF VEGETATION CLEARED AT GRADE 2'-6" EDGE OF VEGETATION CLEARED AT \ �� GRADE VDOT NO.21A COMPACTED TO 98% MDD - ASTM D698 +3% OPTIMUM MOISTURE CONTENT FLOW VDOT NO.21A COMPACTED TO 98% MDD - ASTM D698 ±3% OPTIMUM MOISTURE CONTENT 30" MINIMUM 7111 2 30" MINIMUM 7111 2 METALLIC WARNING TAPE DETECTABLE 00- J O 1' 36" MINIMUM I � MV CABLE 10" 10" 10" 1' SEE E-SHEETS FOR BEDDING MATERIAL 1 WETLAND CROSSING #1 C-211 SCALE: N.T.S. 12'-6" METALLIC WARNING TAPE DETECTABLE vi, O 36" MINIMUM 10" 10" 10" EE E-SHE S FOR BEDDING MATERIAL 2 WETLAND CROSSING #2 C-211 SCALE: N.T.S. 2" MV CABLE EDGE OF VEGETATION CLEARED AT GRADE 21-611 EDGE OF VEGETATION /CLEARED AT / GRADE Dig With QOIDQ 2'-61' EDGE OF VEGETATION CLEARED AT GRADE FLOW 12'-611 METALLIC 36" MINIMUM WARNING TAPE DETECTABLE VDOT NO.21A COMPACTED TO 98% MDD - ASTM D698 / ±3%OPTIMUM MOISTURE CONTENT 30" MINIMUM 7111 2 O Y 211 xx 10" 10" 10" 1' MV CABLE SEE E-SHEETS FOR BEDDING MATERIAL 1 WETLAND CROSSING #3 C-212 SCALE: N.T.S. 21-611 EDGE OF VEGETATION CLEARED AT GRADE Dig With QOIDQ 5' \ % 24" MINIMUM EDGE OF EASEMENT 72 5' MAX METALLIC WARNING TAPE % DETECTABLE 37' 5' 2' 20' 30" MINIMUM VDOT COMPACTED TO 98% MDD - ASTM D698 D698 ±3% OPTIMUM MOISTURE CONTENT h' h' 1� 1 % \ �� 10" 10" 1 1' � I - MV CABLE SEE E-SHEETS FOR BEDDING MATERIAL 1 UTILITY CROSSING #1 DETAIL C-213 SCALE: N.T.S. EDGE OF EASEMENT Dig With GOIDQ au1l.com LE SWING LOCKABLE ACCESS GATE FENCE INSTALLATION NOTES: 1. FENCE TO BE INSTALLED IN GENERAL ACCORDANCE WITH ASTM F567. LOCAL FENCE CONTRACTOR TO ALTER ASTM F567 REQUIREMENTS TO MEET SITE SPECIFIC CONDITIONS. 2. FENCE FABRIC SHALL BE GALVANIZED IN ACCORDANCE WITH ASTM A392, CLASS 1. 16' MAIN GATE 3. STRENGTH AND PROTECTIVE COATINGS OF ALL FENCE FRAMEWORK SHALL INTERIOR LEAF BRACE CONFORM TO ASTM F1083. FOR WIDER THAN 8' 4. CORNER, END, OR PULL POST FOOTING MINIMUM CONCRETE COMPRESSIVE STRENGTH SHALL BE 2,500 PSI MIN. TRUSS ROD 5. CORNER, END, OR PULL POST FOOTING DEPTH SHALL BE A MINIMUM OF 36". KEEPER SS SWING GATE POST FOOTING DEPTHS AND DIAMETERS SHALL BE DETERMINED KLATCH BASED ON ASTM F567, TABLE 2. 7. IN AREAS WHERE EXISTING FENCES CONFLICT WITH SITE SECURITY FENCE, TURNBUCKLE STRETCHER BAR __4 F"� CONTRACTOR SHALL REMOVE AND DISPOSE OF EXISTING FENCE. data 8. POSTS SHALL BE STEEL PIPE, ASTM F1083 STANDARD WEIGHT SCHEDULE 40, MIN. 8.1. LINE POSTS - 2" SCHEDULE 40, MIN. 8.2. TERMINAL POSTS (EXTENDED, END, AND PULL) 22'SCHEDULE40,MIN. e 9 ALL STEEL RMALLEABLEIR IRON ANDACCESSORIES HALLBEH T-DIP S O O S S O GALVANIZED IN ACCORDANCE WITH ASTM A123 AFTER FABRICATION. a PLUNGER BAR 10. ALL FENCE FABRIC SHOULD BE A MINIMUM OF 9 GAUGE. FINISH CONCRETE FOOTING ROADWAY CONCRETE 11. FENCE STRUCTURAL ENGINEER SHALL DETERMINE FINAL POST SPACING AND PIPE DEPTH GRADE FOOTING WALL THICKNESS IF WIND LOADING REQUIRES. MIN. FOOTING DEPTH AND DIA. TO BE DETERMINED BY DEPTH 3, MINIMUM LOCAL FENCE CONTRACTOR RECOMMENDATION BUT 3 12. FENCE FABRIC, FOUNDATIONS & HARDWARE SHALL BE SHOWN TO HAVE A MINIMUM SHALL BE GREATER THAN 24" EMBEDDED GALVANIZED PIPE STRIKE, EMBEDMENT MINIMUM OF 40 YEAR PERFORMANCE LIFE OR BETTER. DEPTH TO BE DETERMINED BY FENCE CONTRACTOR 1 C-300 TENS DRIVE GATE DETAIL, TYP. Scale: NTS 1'-0" ;V-6" 6" (TYP.) tDEREES RI PLAIN PIN RIVETED FLUSH (TYP.) LINE POST 1'-10" J.5" (TYP.) LOCK PIN (TYP.) BARBED CORNER, WIRE TYP.) END. OR 1'-0" TENSIO EXISTIK FOOTING WIDTH: 2 X POST DIAMETER rtivL-t REG 3/8" PLAIN PIN RIVETED FLUSH (TYP.) CORNER POST TRUSS ROD (3/8" MIN. DIA.) CONCRETE 2" (TYP.) BASE TRUSS ROD AND BAND L 13. PRIVACY SLAT POSTS SHALL BE STEEL PIPE, ASTM F1083 STANDARD WEIGHT SCHEDULE 40, MIN. 13.1. LINE POSTS - 31 "SCHEDULE 40, MIN. 13.2. TERMINAL POSTS (EXTENDED, END AND PULL) 3 1/2" SCHEDULE 40, MIN. 13.3. 50,000 KSI YIELD STRENGTH 9-GAGE TIE WIRES (Z-0" O.C. MAX.) �ABRIC TIE WIRE TIE WIRE (15" O.C. MAX AND 15" O.C. MAX AND WITHIN 4" FROM (THIN 4" FROM TOP AND BOTTOM TOP AND BOTTOM OF FABRIC) OF FABRIC) H-BEAM BOUND POST LINE POST ATTACHMENTS TENSION BAND ROUND POST H-BEAM RACE RAIL CLAMP DETAILS TENSION BAND 15" O.C. MAX. AND WITHIN 4" FROM OF AND BOTTOM OF FABRIC) Lj,�� TENSION BAR TO ENGAGE EACH FABRIC LINK TENSION BAR Owi�__CARRIAGE BOLT END OR GATE POST DETAIL TENSION WIRE 0 TENSION BAND DETAIL 3 ) FENCE ATTACHMENT DETAILS, TYP. C-300 Scale: NTS E C-300 SECURITY FENCE DETAIL, TYP. Scale: NTS Dig With (DO(DG GENERAL STRUCTURAL NOTES: 1. THE WORDS "THE ENGINEER" AND "CEOR" AS USED IN THESE NOTES REFER TO THE CIVIL ENGINEER OF RECORD AND SIERRA OVERHEAD ANALYTICS, INC. CONCRETE NOTES: 30. CONCRETE SHALL BE REGULAR WEIGHT WITH HARDROCK AGGREGATES, U.N.O. 31. CEMENT SHALL CONFORM TO ASTM C-150 TYPE II. REINFORCING STEEL NOTES: 51. ALL REINFORCING STEEL SHALL BE AS FOLLOWS: 2. GENERAL CONTRACTORS SHALL BE FAMILIAR WITH ALL EXISTING SITE CONDITIONS AND DESIGN DOCUMENTS PROVIDED BY THE VARIOUS DESIGN PROFESSIONALS INVOLVED WITH THIS PROJECT. 3. GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS, DETAILS AND SPATIAL RELATIONSHIPS SHOWN ON THESE DRAWINGS. ANY DISCREPANCIES, CONFLICTS, OR OMISSIONS FOUND SHALL BE REPORTED TO THE ENGINEER AND OTHER DESIGN PROFESSIONALS AS APPROPRIATE FOR RESOLUTION PRIOR TO PROCEEDING WITH ANY WORK ON THE PROJECT. 4. ALL WORK SHALL COMPLY WITH THE INTERNATIONAL BUILDING CODE WITH 2O18 VIRGINIA CONSTRUCTION CODE AMENDMENTS, ALL FEDERAL, STATE, AND LOCAL CODES. 5. ANY TESTING OR INSPECTIONS REQUIRED BY BUILDING OFFICIALS, PROJECT DRAWINGS, OR SPECIFICATIONS SHALL BE PERFORMED BY AN APPROVED INDEPENDENT TESTING LABORATORY. 6. SITE VISITS AND OBSERVATIONS CONDUCTED BY THE ENGINEER SHALL NEITHER BE CONSTRUED AS INSPECTIONS NOR APPROVAL OF CONSTRUCTION. 7. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR COMPLIANCE WITH O.S.H.A. STANDARDS. 8. GENERAL CONTRACTOR IS SOLELY RESPONSIBLE FOR BRACING AND SHORING ALL EXCAVATIONS, DEWATERING OF EXCAVATIONS FROM EITHER SURFACE WATER, GROUNDWATER, OR SEEPAGE, TEMPORARY AND EXISTING STRUCTURES, AND PARTIALLY COMPLETED PORTIONS OF THE WORK TO ASSURE THE SAFETY OF ANY PERSONS COMING IN CONTACT WITH THE WORK. 9. ALL ASTM INTERNATIONAL (ASTM) SPECIFICATIONS NOTED ON THE DRAWINGS SHALL BE AMENDED TO DATE. 32. AGGREGATES SHALL CONFORM TO ASTM C-33 WITH PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN-0.04%. 33. CONCRETE SHALL BE READY MIXED PER ASTM C-94. 34. GENERAL CONTRACTOR IS RESPONSIBLE FOR OBTAINING CONCRETE MIX DESIGNS WHICH CONFORM TO THE CLASS AND STRENGTH REQUIREMENTS. 35. GENERAL CONTRACTOR SHALL SUBMIT A COPY OF THE MIX DESIGN TO THE ENGINEER FOR APPROVAL PRIOR TO CONCRETE PLACEMENT. 36. CONCRETE CLASS AND STRENGTH SHALL BE NOTED AS FOLLOWS: CONCRETE CLASS MAXIMUM AGGREGATE SIZE AIR ENTRAINMENT MINIMUM SACKS PER YARD MAXIMUM WATER/CEMENT RATIO SLUMP 28 DAY COMPRESSIVE STRENGTH SLAB ON GRADE 1" 6% +/-1.5% 5.0 0.45 4"=/-0.5" 3,000 PSI 37. ONLY ONE CLASS AND STRENGTH OF CONCRETE SHALL BE POURED ON THE PROJECT AT ONE TIME. 38. CONCRETE SHALL BE TESTED IN ACCORDANCE WITH IBC SECTION 1704. 51.1. NO.3 BARS AND SMALLER -ASTM A615, GRADE 60 51.2. NO. 4 BARS AND LARGER -ASTM A615, GRADE 60 51.3. REINFORCING STEEL TO BE WELDED -ASTM A706, GRADE 60 51.4. WELDED WIRE FABRIC -ASTM A185 52. ALL BARS SHALL BE CLEAN OF RUST, GREASE, OR OTHER MATERIALS LIKELY TO IMPAIR BOND. 53. ALL BENDS SHALL BE MADE COLD. 54. SPLICING OF BARS SHALL HAVE MINIMUM LAP PER DETAIL BELOW IN ALL CASES UNLESS DIMENSIONED OTHERWISE ON DETAILS. REINFORCEMENT BEND AND SPLICE DETAILS SPLICE LENGTH PFR TARI F 4D (2 z" MIN.) 39. ALL REINFORCING STEEL, ANCHOR BOLTS AND SLEEVES SHALL BE PLACED AND SECURED IN POSITION D R R� 10. UNLESS AS CALLED OUT AS "EXISTING" OR "NOT -IN -CONTRACT", EVERYTHING SHOWN ON THESE PRIOR TO POURING CONCRETE. T DRAWINGS SHALL BE PROVIDED AND INSTALLED AS PART OF THE WORK OF THE PROJECT. _ 11. GENERAL CONTRACTOR SHALL REVIEW ALL SUBMITTALS, INCLUDING SHOP DRAWINGS, AND VERIFY CORRECTNESS PRIOR TO SUBMISSION TO THE ENGINEER. STRUCTURAL STEEL NOTES: 12. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 UNLESS NOTED OTHERWISE. 13. ALL STRUCTURAL WIDE FLANGE BEAMS, GIRDERS, AND COLUMNS SHALL CONFORM TO ASTM A992 (Fy = 50 KSI). 14. STEEL PIPE COLUMNS SHALL CONFORM TO ASTM A501 (Fy = 36 KSI) OR ASTM A53, TYPE E OR S, GRADE B (Fy = 35 KSI). 15. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500, GRADE B (Fy = 46 KSI). 16. BOLTS SHALL CONFORM TO ASTM A325, UNLESS OTHERWISE NOTED. 17. DIAMETER OF BOLT HOLES IN STEEL SHALL BE 1/16" LARGER THAN THE BOLT SIZE, UNLESS OTHERWISE NOTED. 18. ALL WELDS SHALL BE IN CONFORMANCE WITH THE STRUCTURAL WELDING CODE OF THE AMERICAN WELDING SOCIETY. ALL STRUCTURAL WELDING SHALL USE THE SHIELDED METAL ARC WELDING PROCESS WITH E70XXX ELECTRODES. USE LOW HYDROGEN ELECTRODES FOR BOLTS AND REINFORCING BARS. 19. SHOP WELDING SHALL BE PERFORMED IN APPROVED FABRICATORS SHOP PER IBC SECTION 1704.1. 20. ANCHOR BOTS AND THREADED RODS SHALL CONFORM TO EITHER ASTM A307 OR A36 UNLESS OTHERWISE NOTED. 21. FABRICATION AND ERECTION SHALL COMPLY WITH AISC SPECIFICATIONS, AS REVISED TO DATE. 22. SUBMIT SHOP DRAWINGS TO THE ENGINEER PRIOR TO FABRICATION. 23. CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH CIVIL, ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS AND COORDINATE ANY CONFLICTS BEFORE PROCEEDING. 24. TORQUE TUBES, IF USED, SHALL BE PLACED WITH MILL CAMBER UPWARD. FOUNDATION NOTES: 25. FOUNDATION DESIGN IS BASED ON SOIL BEARING PRESSURE OF 4696 PSF FOR "DEAD" PLUS "LONG TERM LIVE" LOADS. SEE GEOTECHNICAL REPORT. 26. FOOTING SHALL BEAR ON APPROPRIATE SOIL AS DESCRIBER IN THE GEOTECH REPORT. 27. ALL EXCAVATION AND FILL BENEATH FOUNDATIONS SHALL BE OBSERVED BY THE GEOTECHNICAL ENGINEER OF RECORD (GEOR) OR THEIR AUTHORIZED REPRESENTATIVE. 28. SHOULD ANY SUBSURFACE CONDITION NOT BE IN ACCORDANCE WITH THE GEOTECH REPORT, THE GEOR SHALL BE NOTIFIED IMMEDIATELY FOR RESOLUTION PRIOR TO CONTINUING WORK. DESIGN CRITERIA NOTES: 29. DESIGN CODES: 29.1. INTERNATIONAL BUILDING CODE (IBC), 2018 EDITION. 29.2. VIRGINIA CONSTRUCTION CODE (VCC), 2018 EDITION. 29.3. ASCE 7-16 MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES 29.4. AMERICAN CONCRETE INSTITUTE (ACI) 318-14 RISK CATAGORY: I SEISMIC DESIGN CATAGORY: C SITE CLASS: C GROUND SNOW LOAD: 15 PSF SNOW LOAD IMPORTANCE FACTOR: 1.0 ULTIMATE DESIGN WIND SPEED (ASCE 7-16) (Vult): 105 MPH NOMINAL DESIGN WIND SPEED (Vasd): 81.3 MPH WIND EXPOSURE CATAGORY: C 40. CURE ALL EXPOSED CONCRETE SURFACES WITH LIQUID MEMBRANE -FORMING CURING COMPOUND CONFORMING TO ASTM C309, TYPE 1, CLASS A OR OTHER APPROVED CURING METHOD. 41. APPLY CURING COMPOUND IMMEDIATELY AFTER PLACING CONCRETE. 42. WHERE CONCRETE PLACEMENT OCCURS IN TEMPERATURES OVER 90 DEGREES OR IN WINDY CONDITIONS, GENERAL CONTRACTOR SHALL TAKE ADDITIONAL MEASURES TO ENSURE PROPER CONCRETE CURING. 43. RE -APPLY CURING COMPOUND TO CONTROL JOINTS WHEN CONTROL JOINT SAW -CUTTING OCCURS AFTER APPLICATION OF CURING COMPOUND. 44. FOR COLD WEATHER CONCRETE PLACEMENT, PERFORM IN ACCORDANCE WITH ACI 318-14, SECTION 26.5.4 45. FOR HOT WEATHER CONCRETE PLACEMENT, PERFORM IN ACCORDANCE WITH ACI 318-14, SECTION 26.5.5. 46. IF PLACEMENT OF CONCRETE OCCURS DURING HOT WEATHER CONDITIONS, REINFORCING STEEL SHALL BE KEPT COOL DURING CONCRETE PLACEMENT. 47. GENERAL CONTRACTOR IS RESPONSIBLE FOR FILLING AND REPAIRING CRACKS AS DETERMINED BY THE ENGINEER OR THEIR REPRESENTATIVE. SPECIAL INSPECTIONS: 48. PROVIDE SPECIAL INSPECTION OF THE ITEMS LISTED IN THE TABLE BELOW IN ACCORDANCE WITH IBC CHAPTER 17. 49. SPECIAL INSPECTIONS SHALL BE OBJECTIVE, COMPETENT AND INDEPENDENT FROM THE CONTRACTOR RESPONSIBLE FOR THE WORK BEING INSPECTED. 50. SPECIAL INSPECTORS SHALL KEEP RECORDS OF INSPECTIONS. THESE RECORDS SHALL BE PROVIDED TO THE ENGINEER. LIST OF SPECIAL INSPECTIONS FOR EACH STRUCTURAL PAD 1. CONCRETE CONSTRUCTION PERIODIC CONTINUOUS A. INSPECTION OF RE-INFORCING STEEL AND PLACEMENT X B. INSPECTION OF ANCHORS POST INSTALLED IN HARDENED CONCRETE MEMBERS X C. VERIFY USE OF REQUIRED MIX DESIGN X D. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS, AND DETERMINE X TEMPERATURE FOR CONCRETE 2. INSPECTION OF SOILS PERIODIC CONTINUOUS A. VERIFY MATERIALS BELOW CONCRETE PAD FOUNDATION ARE X ADEQUATE TO ACHEIVE THE DESIGN BEARING CAPACITY B. VERIFY USE OF PROPER MATERIALS, DENSITIES AND LIFT THICKNESS DURING X PLACEMENT AND COMPACTION OF COMPACTED FILL BELOW ALL CONCRETE PADS X C. PRIOR TO PLACEMENT OF COMPACTED FILL OBSERVE SUBGRADE AND VERIFY EXISTING CONDITION IS AS DESCRIBED IN THE SOILS REPORT 12D \-R 90 DEG. HOOK OFFSET BAR SIZE LAP LENGTH #3 18" #4 23" #5 29" #6 35" #7 50" #8 57" #9 55" E�Yi11�e�:[�I�13 D = DIAMETER OF BAR R = RADIUS OF BEND MEASURED ON THE INSIDE OF BAR = 2 2' D FOR#2 ONLY = 3D FOR #3 THROUGH #8 = 4D FOR #9 THROUGH #11 = SD FOR #14 & #18 55. ALL REINFORCEMENT BARS SHALL BE ACCURATELY AND SECURELY PLACED BEFORE POURING CONCRETE OR APPLYING GROUT. 56. MINIMUM LAP FOR WELDED WIRE FABRIC SHALL BE 1.5 MESH. 57. WELDING OF REINFORCING STEEL SHALL COMPLY WITH AWS D1.4-79, USING HYDROGEN ELECTRODES. 58. SPACING OF BARS SHALL BE CONSIDEREED AS MAXIMUM SPACING. Dig With QQI�Q 21.3' — 21.3' ON i r� 21.2' 20.9' 3.0000 3.0000 3.0000 3.0000 A) 3000KVA TRANSFORMER AND SWITCHBOARD PAD POWER STATION - PLAN VIEW CONCRE #4 BAR 12" O.C. BOTH DIP MI NON -FROST SUSCEPTIBLE SOIL LAYER <6% BY MASS PASSING #200 SIEVE <50% BY MASS PASSING #40 SIEVE COMPACTED TO 95% RELATIVE COMPACTION SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH GEOTECH REPORT, REMOVE ALL TOPSOIL, ORGANIC BEARING MATERIAL, ROOTS, AND OTHER DELETERIOUS MATERIAL TO 30" MIN. IF FROST SUSCEPTIBLE SOILS ARE STILL PRESENT IN EXCAVATION, REMOVE TO 40". BACKFILL EXCAVATION WITH STRUCTURAL FILL AND COMPACT IN ACCORDANCE WITH GEOTECH REPORT. 3.0000 20.9' 3.0000 3.0000 3.0000 3.0000 3.0000 3.0000 B) 2500KVA TRANSFORMER AND SWITCHBOARD PAD TRANSFORMER AND SWITCHGEAR PAD SECTION. TYP. NTS 3.0000 SUBGRADE PREPARATION NOTES: 1. ALL WORK SHALL ADHERE TO THE FOLLOWING DOCUMENTS: 1.1. SEI/ASCE 32-01 (OR CURRENT) DESIGN AND CONSTRUCTION OF FROST -PROTECTED SHALLOW FOUNDATIONS. 2. NON -FROST SUSCEPTIBLE SOIL IS DEFINED AS A SOIL THAT DOES NOT DISPLAY SIGNIFICANT DETRIMENTAL ICE SEGREGATION (I.E. ICE LENS DEVELOPMENT) DURING FREEZING. GENERALLY, GRANULAR SOILS WITH LESS THAN 6% BY MASS PASSING A #200 SIEVE (0.074 MM) HAVE LOW FROST SUSCEPTIBILITY, WHEREAS SILTS AND CLAYS OR SANDS AND GRAVELS (I.E. GRANULAR SOILS) WITH HIGH FINES CONTENT GENERALLY HAVE A MEDIUM TO HIGH FROST SUSCEPTIBILITY. 3. CONTRACTOR SHALL SUBMIT NON -FROST SUSCEPTIBLE SOIL REPORT TO ENGINEER PRIOR TO INSTALLATION. 4. SITE SHALL BE GRADED TO DRAIN SURFACE WATER AWAY FROM EQUIPMENT PADS. 20. C) 2000KVA TRANSFORMER AND SWITCHBOARD PAD 1-1 . I T I Scale: 1" = 3' INVERTE DC SWITC W6X9 ST��� 4 INVERTER - ELEVATION Scale: NTS 5' U u u vv6X9 STEEL I -BEAM iP OF CONCRETE EQUIPMENT RACK - ELEVATION Scale: NTS Dig With GQIDQ