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HomeMy WebLinkAboutARB202300012 Plan - Submittal (First) 2023-01-24VICINITY MAP: 111 = 500' Xrt c G�eenbi \ otl'Rtl t\_-tae'n��r \e�Cir tom me^ OCo� om� 6.\ \ lSITE f .� e \ 0 0` O \966� Gre'enbrler Dr 500 ft cmue/ aT `oc i M an S Post •� STANDARDS AND SPECIFICATIONS 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2020. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2016. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2015. 4. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 5. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 1 1 TH EDITION. 6. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS, DATED 2009. 7. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, DATED 2018. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2021. SURVEYOR'S LEGEND UTILITIES LEGEND DEMOLITION LEGEND BH BORE HOLE GAS LINE G TBS TO BE SAVED BM BENCH MARK PHONE LINE UGT TER TO BE REMOVED CO CLEAN OUT OVERHEAD ELECTRIC OHE EX. EXISTING DIP DUCTILE IRON PIPE SANITARY SEWER S E SANITARY SEWER MANHOLE UNDERGROUND ELECTRIC UGE SITE ELEMENT TO BE REMOVED IF IRON FOUND WATER LINE W MF MONUMENT FOUND EX. STORM DRAIN LINE TREE TO BE REMOVED PF PIPE FOUND PROP. STORM DRAIN LINE PKNS P-K NAIL SET S SIGN — x — UTILITY LINE TO BE REMOVED WM WATER METER WV WATER VALVE 240AK40 = 2N' OAK W/ 40' CANOPY DIA. SDP2022—OOOXX wate rst reetstu d i o SHEETINDEX landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 SHEET # SHEET TITLE E N T E R C H U R C H L100 COVER SHEET L101 GENERAL NOTES L102 EXISTING CONDITIONS L103 DEMOLITION PLANoNLTa OF L104 LAYOUT PLANP A R K I N G L 0 T r 1_105 GRADING AND DRAINAGE PLAN v Alan G. Franklin 1_106 LANDSCAPE & LIGHTING PLAN Lic.No. 35326 y 0 12-19-2022 L107 SITE DETAILS � A D D T 0 N L108 SITE DETAILS sst ONAL L109 SITE DETAILS L1 10 SITE DETAILS MAJOR SITE PLAN AMENDMENT L1 11 PHOTOMETRIC PLAN professional seal Ll 12 LIGHTING DETAILS ALAN FRANKLIN, PE ALBEMARLE COUNTY, VIRGINIA project manager DECEMBER 19, 2022 project team SITE DATA DEVELOPER: CENTER CHURCH CHARLOTTESVILLE CONTACT: JUSTIN LEITCH PROPERTY OWNER: CENTER CHURCH CHARLOTTESVILLE 475 WESTFIELD ROAD CHARLOTTESVILLE, VA 22901 TAX MAP / PARCEL #: 61 WO-O I -OA-00200 PROPERTY ADDRESS: 475 WESTFIELD ROAD PROPERTY SIZE: 1.652 ACRES ZONING: Cl COMMERICAL ZONING OVERLAY DISTRICTS: ENTRANCE CORRIDOR AIRPORT IMPACT AREA STEEP SLOPES - MANAGED MAGISTERIAL: RIO COMPREHENSIVE PLAN: NEIGHBORHOOD 1 - PLACES 29 EXISTING USE: RELIGIOUS ASSEMBLY PROPOSED USE: SAME DRINKING WATER WATERSHED: NONE DAM INUNDATION ZONE: NO AIRPORT IMPACT AREA: YES ENTRANCE CORRIDOR: YES CENTER CHURCH TOTAL # OF UNITS / DENSITY: N/A DENSITY BONUS FACTORS: NONE PARKING LOT WAIVER / VARIANCE REQUESTS: NONE ADDITION SPECIAL EXCEPTIONS: NONE project name SURVEY SOURCES: COMMONWEALTH LAND SURVEYING, LLC CENTER CHURCH 1484 GREENBIER PLACE CHARLOTTESVILLE, VIRGINIA 22901 CHARLOTTESVILLE (434) 973-0513 client SEPTEMBER 6, 2022 SITE NOTES: 475 WESTFIELD ROAD DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. THIS PROJECT IS A SITE PLAN AMENDMENT TO: CHARLOTTESVILLE, VA 22901 BENCHMARK: CENTER OF WESTFIELD ROAD CURB INLET LID - ELEVATION = 470.15 • CONSTRUCT A NEW PARKING LOT BEHIND THE EXISTING BUILDING project address • MAKE MODIFICATIONS WITHIN THE EXISTING PARKING LOT TO MISS UTILITY TICKET NUMBER: NOT PROVIDED ADD PARKING SPACES • MODIFY THE SITE LIGHTING SDP2022-000XX LAND -USE BREAKDOWN: LAND -USE SF AC • ADD A FENCED "PLAYGROUND" AREA project number BUILDINGS: 9,600 0.220 13% 0 CHANGE THE EXTERIOR COLOR OF THE EXISTING BUILDING PAVED AREA: 33,960 0.780 47% MAJOR SITE PLAN AMENDMENT project phase PERVIOUS/OPEN AREA: 28,381 0.652 39% TOTAL SITE ACREAGE: 71,941 1.652 100% TOTAL SITE IMPERVIOUS AREA =43,560SF DECEMBER 19, 2022 issue date SETBACKS: - 10' MINIMUM FRONT BUILDING SETBACK - U SIDE OR REAR BUILDING SETBACK ADJACENT TO COMMERCIAL ZONING - 10' MINIMUM OFF-STREET/LOADING SPACE SETBACK FROM PUBLIC STREET R.O.W. - 20' BUFFER REQUIRED IMMEDIATELY ADJACENT TO RESIDENTIAL AND RURAL AREAS DISTRICTS. MAX. HEIGHT OF STRUCTURE: 65ALLOWED BY CODE 115' STEPBACK REQUIRED FOR EACH STORY OVER 40') NO PROPOSED STRUCTURES WITH THIS SITE PLAN AMENDMENT NUMBER OF EMPLOYEES: N/A APPROVALS: RECREATIONAL AREA: N/A LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PLANNING/ZONING revisions PARKING REQUIREMENTS: THE GREATER OF 1 PARKING SPACE PER 3 FIXED SEATS ENGINEER OR 1 PARKING SPACE PER 75 SQUARE FEET OF ASSEMBLY AREA SEATS ARE NOT FIXED BUT THERE IS ROOM FOR 358 SEATS - 358/3 = 120 SPACES BUILDING OFFICIAL OR 3,769 SQUARE FEET OF ASSEMBLY SPACE - 3,769/75 = 51 SPACES PARKING SPACES REQUIRED = 120 FIRE OFFICIAL COVER SHEET PARKING PROVIDED: SPACES PROVIDED IN EXISTING, FRONT PARKING LOT = 50 ACSA sheet title SPACES PROVIDED IN PROPOSED, REAR PARKING LOT = 41 ON -STREET PARKING SPACES ON WESTFIELD ROAD = 40 PARKING SPACES PROVIDED = 131 VDOT LOADING SPACE REQUIREMENTS: NO LOADING SPACES REQUIRED LOADING SPACE PROVIDED: (1) EXISTING LOADING SPACE TO REMAIN ARB Ll 00 sheet number GENERAL CONSTRUCTION NOTES PERFORMANCE AND QUALITATIVE NOTES AND STANDARDS 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALLTIMES. 4. THE CONTRACTOR SHALL COORDINATE WITH THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN CONSENT OF THE ENGINEER. 6. CONTACT ENGINEER IF THERE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BUILDING INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR AND / OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS HER ABILITY. THE CONTRACTOR SHALL ALSO VERIFY BY STAKEOUT THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE / SHE IS STORING ON -SITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND MARK THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE.. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM / HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND PERIMETER MEASURES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 18. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1(HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. ALL SLOPES 3:1 AND GREATER SHALL BE MATTED WITH VDOT EC-2 SLOPE STABILIZATION MAT. 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. 21. ALL CURBING SHALL BE VDOT STANDARD CG-2, CG-6, CG-3, OR CG-7 AS NOTED ON THE PLANS. 22. ALL PERPENDICULAR PARKING SPACES ARE TO BE 9' x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAYBE REDUCED TO 16WHERE A 2' OVERHANG IS POSSIBLE. 23. ALL OFF -SITE PARALLEL PARKING SPACES TO BE 9' x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 24. ALL HANDICAP PARKING SPACES SHALL BE INDENTIFIED VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8' X 18' AND ADJACENT TO A S X 18' PAINT -OUT AISLE OR A 8' X 18' PAINT -OUT AISLE IN THE CASE OF VAN ACCESSIBLE SPACES SHALL 25. LOADING SPACES TO BE 12' x 26WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 26. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 30". 27. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 28. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS IN PARKING LOTS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 29. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 30. DUMPSTER PADS TO BE MINIMUM 10' x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING. 31. SIDEWALKS TO BE A MINIMUM WIDTH OF 5, EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS (UD-4, ETC. IF REQUIRED) PER VDOT STANDARDS. 32. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BEADS N-12 OR EQUAL W/ VDOT STANDARD PB-1 BEDDING. 33. ALL PVC CONDUIT SHALL BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING, 35. ALL SANITARY SEWER LATERALS TO BE SDR-35 PVC AS A MINIMUM 36. GRADING TOLERANCES OF FINISHED SURFACE: EARTHWORK SHALL CONFORM TO THE LINES, GRADES, AND TYPICAL SECTIONS SHOWN ON THE PLANS. CHANGES IN GRADE SHALL BE ACCOMPLISHED BY SMOOTH CURVES WERE APPROPRIATE. 37. SHAPE SUBGRADE UNDER PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED SUBGRADE ELEVATIONS. 38. FINISH PAVEMENT AND CURB AND GUTTER TO WITHIN Y2 INCH OF REQUIRED FINISH ELEVATIONS. 39. SHAPE SUBGRADE UNDER SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED SUBGRADE ELEVATIONS. 40. FINISH SIDEWALKS TO WITHIN 0.10 FOOT OF REQUIRED FINISH ELEVATIONS. 41. FOR ALL OTHER AREAS, SUBGRADE AND FINISH ELEVATIONS SHALL BE WITHIN 0.10 FOOT OF REQUIRED CORRESPONDING ELEVATIONS. 42. ANY TRANSPLANTED STOCK TO BE STOCKED -PILED ON SITE IN A LOCATION OUT OF CONSTRUCTION ACTIVITY AREAS. STOCK TO BE MULCHED IN AND ROUTINELY WATERED BY CONTRACTOR TO ENSURE SURVIVABILITY. ALL FUTURE LOCATIONS SHALL BE COORDINATED WITH LANDSCAPE ARCHITECT PRIOR TO PLANTING. PLANTING SHALL BE PERFORMED AT A SUITABLE TIME IN ACCORDANCE WITH TYPICAL NURSERY PRACTICES. 43. ALL UTILITY CONDUITS SHALL BE LOCATED UNDER PAVING/HARDSCAPE SURFACES. CONTRACTOR TO VERIFY QUANTITIES AND SIZES WITH ALL SERVICE PROVIDERS PRIOR TO INSTALLATION AND ORDERING. ALL UTILITY PEDESTALS SHALL BE GROUPED TOGETHER. CONTRACTOR TO INSTALL ALL CONDUITS WITH PULL -WIRES AND ENTEND CONDUITS PAST BACK OF CURB OR SIDEWALK. TURN ALL CONDUITS UP AND CAP UNTIL UTILITY PROVIDER HAS INSTALLED GENERAL SERVICE. 44. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 45. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 46. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 47. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al 17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE, 48. WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, THE FIXTURES SHALL BE PROTECTED BY A BACKWATER VALVE INSTALLED IN THE BUILDING DRAIN, BRANCH OF THE BUILDING DRAIN, OR HORIZONTAL BRANCH SERVING SUCH FIXTURES. PLUMBING FIXTURES HAVING FLOOD LEVEL RIMS ABOVE THE ELEVATION OF THE MANHOLE COVER OF THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER SHALL NOT DISCHARGE THROUGH A BACKWATER VALVE. 49. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 50. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLL CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 X 131. 51. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT (ACBID)) DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN, WATER SERVICE PIPE, AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER, AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER (S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION NOTES w a t e r s t r e e t s t u d i o 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE landscape architecture i civil engineering PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 418 E Main Street 434.295.8177 Charlottesville, VA 22902 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. I� �N111 OF v 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). O Cf 'G 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES V� 9 ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. Alan G. OF Lic. No. 35326 �, 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. O 10-21-253 2 <v. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. d ti 9. AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS �SIONA L REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS Wo SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR SITE PLANS professional seal 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY EUGENE RYANG DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. project manager 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR ALAN FRANKLIN TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. project team 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (296-5832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. CENTER CHURCH 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. PARKING LOT 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. ADDITION 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY project name ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. VA PACIFIC INVESTMENTS LLC 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS client SHOWN ON THE ROAD PROFILES. 2088 UNION STREET, SUITE 1 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO SA N FRA NCISCO, CA 9413 INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. project address FIRE AND RESCUE NOTES SDP2022-000XX 1. BUILDINGS REQUIRE AFIRE APPARATUS ACCESS THAT PROVIDES ACCESS ALL SIDES OF THE GROUND LEVEL AND THE DISTANCE FROM THE FIRE APPARATUS ACCESS TO project number ALL SIDES OF THE GROUND LEVEL SHALL NOT EXCEED 150 FEET. 2. FIRE APPARATUS ACCESS SHALL PROVIDE AN UNOBSTRUCTED TRAVELWAY OF NO LESS THAN 20 FEET WIDE FOR STRUCTURE LESS THAN 30 FEET TALL AND 26 FEET WIDE FOR STRUCTURES OVER 30 FEET TALL. PARKING IS CONSIDERED AN OBSTRUCTION, SO PARKING MAY NEED TO BE RESTRICTED BY SIGNAGE OR MARKINGS AT ANY MAJOR SITE PLAN AMENDMENT POINT WHERE PARKING WOULD REDUCE THE TRAVEL WAY WIDTH BELOW THE REQUIRED WIDTH. project phase 3. OVERHEAD OBSTRUCTIONS TO FIRE APPARATUS ACCESS NEEDS TO BE MAINTAINED SO THAT IT IS ABOVE 13 FOOT - 6 INCHES. 4. APPARATUS ACCESS SHALL BE ABLE TO SUSTAIN THE WEIGHT OF FIRE APPARATUS IN ALL WEATHER CONDITIONS, WHICH IS 85,000 LBS. DECEMBER 19, 2022 issue date 5. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS HAZARDOUS AND THESE AREAS SHALL BE DESIGNATED WITH NO SMOKING SIGNS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 6. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE PROPER RECEPTACLES FOR DISCARDED SMOKING MATERIALS PER VIRGINIA STATEWIDE FIRE PREVENTION CODE. 7. AN APPROVED WATER SUPPLY FOR FIRE PROTECTION SHALL BE MADE AVAILABLE AS SOON AS COMBUSTIBLE MATERIAL ARRIVES ON SITE. 8. CONTRACTOR SHALL ENSURE THAT THE BUILDING STREET NUMBERS SHALL ALWAYS BE PLAINLY VISIBLE FROM THE STREET FOR EMERGENCY RESPONDERS DURING CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 9. AN APPROVED KEY BOX SHALL BE MOUNTED TO THE SIDE OF THE FRONT OR MAIN ENTRANCE. THE FIRE DEPARTMENT CARRIES THE KNOX BOX MASTER KEY. A KNOX 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS BOX CAN BE ORDERED BY GOING ON-LINE TO WWW.KNOXBOX.COM. THE KNOX BOX ALLOWS ENTRY TO THE BUILDING WITHOUT DAMAGING THE LOCK AND DOOR revisions SYSTEM. 10. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH WORKING DAY AND IT SHALL BE DISPOSED OF IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE.. 11. ACCESS TO ALL BUILDINGS ON -SITE DURING DEMOLITION AND CONSTRUCTION SHALL BE MAINTAINED. 12. OPERATIONS INVOLVING THE US OF CUTTING AND WELDING SHALL BE DONE IN ACCORDANCE WITH CHAPTER 35 OF THE VIRGINIA STATEWIDE FIRE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. GENERAL NOTES 13. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICLE ACCESS FOR FIRE FIGHTING SHALL BE PROVIDED TO ALL CONSTRUCTION OR DEMOLITION SITES, INCLUDING ACCESS TO WITHIN ONE HUNDRED (100) FEET OF TEMPORARY OR PERMANENT FIRE DEPARTMENT CONNECTIONS, AND HAVE NO OVERHEAD WIRING OR sheet title OTHER OBSTRUCTIONS LOWER THAN 13 FEET 6 INCHES. THIS ACCESS MAY BE PROVIDED BY EITHER TEMPORARY OR PERMANENT ROADS, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN ALL WEATHER CONDITIONS.. 14. FIRE EXTINGUISHERS SHALL BE PROVIDED,WITH NOT LESS THAN ONE APPROVED PORTABLE 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 HAZARD, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR USED IN ACCORDANCE WITH VIRGINIA STATEWIDE FIRE CODE. L 1 01 sheet number STEEP SLOPES (>25%) 4 .6 lF (POC) / } - 468\471,&.7' / PID 061 WO-01-OA-001 CO ebb/ pb�b�/ry 472. 0' / FREEDMAN PROPERTIES LLC LOT 15A-6 / 4 .6' / / /� // / // // / DB 1742 PG 200 15' DRAINAGE EASEMENT STEEP SLOPES / / // / lI// / / l 77.6' CENTERED ON THE AS -BUILT j/� l / p LOCATION OF THE STRUCTURES (>25%) /by� / / /�L \ V IDB721 PG617 ebb Q �b�j� / / //// / // / ♦♦ 1 DB 679 PG 639 40' UTILITY EASEMENT / ///ab b�' 0.b / 1�/� J ( �/ //(' ♦♦♦l pwo (NATURAL GAS) // / /b0]/ /fib/ ♦ 472.7 DB 417 PG 347 / / / Q 0./bti D 1 / K� ♦ 472.0' DB 290 PG 441 ♦ Zf6- 472.5' 1 30, 11/� DI `\ ♦♦ �2 472. 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WALK, TO REMAIN �O / PID 061 WO-0I-OA-00400 ��b �' � l i - RAMP, &WALLS EX. 10" TREE IS"T % •cuti SHEOU-JONG AND LI YUN CHIANG C/O DANIELLE STARK / 4- BOL TO REMAIN ET 477 7 � 0 0 1 STORY STUCCO E hab / PARCEL B-2 / °pGNINP o a o FFE472.56 #475 ti / DB 1548 PG 37 Lb472.2 / / RAMP 46 p', ' 4 9.5 \T , 10"T l// a EX. 18" TREE \\ STR ET LP QF TO REMAIN / TR E / Qj O SITE LIGHT / + / / / \ 6 �- PARKING Qw� 2 QO PROPERTY CORNER IN THE GAS / + REGULATOR BUILDING / J �mLA I'ED PA KING LOT TREE SITE LIGHT / 'STR EFb AEA, TY . LOT TREE SITE LIGHT T E 5 J� Q� \\ / W T/MA / EX. VEMENt bP \ / pbb� �5 I ^(>j� \ \ SGY1 H _ SGNI HC l 470.7' 470.8' 470.7 PARKING _ 4 I LOT TREE 6 \ 1 4 8.9' \ \ 2 co\ \ \ \ \ 1 SPA ES o I 46 S REDUCTION N\ \ E ARK G \ IMPERVIOUS AREA \ \ / TREE QF a LOT TkEE 467.9' \ ADD (31 $ - X/ GT i oa QF 'PARKING SPACES \ \GT VAN ACCESSIBLE, HC SAW CUT/AIIATCH \ \ \ / TREE i PARKING SIGN, TYP. PAVEMENT \ \ I VDOT STD. G-2, 1YP. ` PARKING' LOT T EE \ \ \ I ITE LI HT AD (3) / \ SIT LIGHT 9SP CES PARKING S ACES AV I \\ 2SPA S \ 15"T E IS" 5"TR SGNI NP _SGN NTP S 35 EX.TREES TO EX. 12" TREE EX. 12" TREE REMAIN TO REMAIN TO REMAIN PID 061 WO-0I-OA-00300 AUTOZONE DEVELOPMENT LLC LOT 1 (INST 202000006187) GPSPT T6 470.20 TRA 6 PT / 469.3' / ' S 471.3 0 SSMH / / v RIM:471.17 ( / \ 10:465.47 / \ \ 11: 465.82 4 .5' 11:465.87 / lc / 91 X 469.6' /� l 469.6/ l 2 Q / O v 20 a40 N 0 10' 20' 40' Oy �,-`' / G waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 LTH OF vt� �r . r C, y Alan G. Franklin Lic. No. 35326 y 0 12-19-2022 . professional seal ALAN FRANKLIN, PE project manager project team CENTER CHURCH PARKING LOT ADDITION project name CENTER CHURCH CHARLOTTESVILLE client 475 WESTFIELD ROAD CHARLOTTESVILLE, VA 22901 project address SDP2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 19, 2022 issue date revisions GRADING AND DRAINAGE PLAN sheet title Ll 05 sheet number PLANT SCHEDULE QTY. SYMBOL Scientific Name lCommon Name ISize ISpacing IRoot INotes 110 Yr Canop Canopy Tota PROPOSED SITE TREES 4 GT Gleditsia triacanthos inermis & cvs Thornless Honeylocust 10 QR Quercus falcato Southern Red Oak SHRUBS 30 I G Ilex glabra 'Shamrock' I nkberry Holly'Shamrock' LANDSCAPE CALCULATIONS Tree Canopy Requirement: 10% of Total Site Area Square feet Total Site Area 45,590 Gross Site Area 45,590 Square feet () Rec. Areas 0 Square feet () Pond Area 0 Square feet (J Wetland Area 0 Square feet Required: 4,559 Square feet (+) Tree Save 0 Square feet (+J Canopy Bonus 0 Square feet (+J Proposed Trees 5,936 Square feet Provided: 5,936 Square feet Street Trees Requirement: 1 Large Shade Tree (1 1/2" cal.) per 50 Linear Feet of Frontage 293 Linear Feet Street Frontage: Required: 6 Large Shade Trees Provided: 8 Large Shade Trees (3 Existing and 5 Proposed) Interior Parking Lot Trees Requirement: I Large Shade Tree per 10 Parking Spaces 1475 Westfield Site Parking Spaces: 90 Required: 9 Large Shade Trees Provided: 9 Large Shade Trees Interior Parking Lot Landscaping Area Requirement. 5% of Paved Parking and Vehicular Circulation Area shall be Landscaped with Trees and Shrubs 29,784 Square feet Parking Area: Required: 1,489 Square feet Provided: 2,867 Square feet Screening Requirement. Parking ares consisting of four spaces or more shall be screened from adjacent residential orrural districts. Provided: Not Applicable 7F (POC) PID 061 WO-0I-OA-001CO / FREEDMAN PROPERTIES LLC LOT 15A-6 / DB 1742 PG 200 / EMENT AS -BUILT RUCTURES / 17 / w 39 wo 4727 �w0 EX 36" OAK 471.9' TO REMAIN 472.5' 472. SSMH 472 . -ZLi - - 1 ` / RIM: 47 \ 10: 467. 477.7 477.9' \E C. 28" OAK II: 467.1 4* TO / ♦♦♦ /j EX. 32" OAK / 6' MAX. HT ♦♦ TO REMAIN RETAI GIIW'fp1fL♦♦ ET TV �DGEO�PAVEMENTNEAR ♦ �\� ®MlF(POBHELDJ 47�' TH P OP R LINE, k ♦♦♦ /BENCHMARK/ ( 470. IS / OA / SDMH BM ♦ KyX t : BENCHMARK / �/i "O / / 1V / RIM:470.15 460.54 / KY 454.64 �5' b b1 10: 463.51 y / SDMH BM /// 471 q ; • „,_/ II: 463.77 l RIM: 460.54 // ` = 6 / / 10:454.29 //(� /i / / / / �� / QF / 4�0 460. ASPHALT PAVIN QF' d (8))G\ VDOTSTD. RANCATED / c' DOME, TYP GT VDOT CG-9A d�/bhb/(/// // CONC. ENTRAIN 460.1' /� / / / / / I / / / APRON 460.2' 5, p51 477.2r l VDOT STD N 90bbp bb / / ^` CG2,TYP. / PROVIDE AD A / / _ 5' MAX. HT / PED. ROUTE O / RETAINING WALL ? - / A4p rV SSSIII STEEP SLOPES / / j // APPROXIMATE - V 0 GM ❑ Z' ET T (>25%) / / // // LOCATION 10" PVC WV 2,400 SF FENCED EBX TRAY PT o PLAY AREA R / 4? � // EX. 15" TREE / (� b1 �A 6UumpvERPAD CONC. WALK, TO REMAIN PID 061 WO-0I-OA-00400 / O / 7 i - RAMP, & WALLS SHEOU-JONG AND LI YUN CHIANG / �/ / (/� TOEX. REMAIN E '� 15"T �O �' C/O DANIELLE STARK / / 4- BOL TO REMAIN O 477 7� ' `0• PARCEL B-2 / o( ry��/GNWp o 0 o FFE472.56 1 STORY STUCCO y0� hV 75 DB 1548 PG 37 �b (4� O o 472.2 / yAl/ / RAMP 4 �, : _ 4 9.5 \ �? 10 QF EX. 18" TREE \� 0 0 0, LP QF 70 REMAIN / y J Q O� o'�Q / - 1 / o c� }MP / l I 46 G! / " �� a QO / / }/ /� 4?` �1 rob / J TIM H / / 7 b EX. VEMENt �I P Ory/ bb bb / 5L I I \ SG111 SGN1 HC / 470.7 470. 9' 470.7' \ N \ 4 8.9' 4 S - Il \ � \ \ 1 SPA S - 46 S REDU TION M 2.5" Cal. As Shown B&B Matched specimens 424 1,696 4 .6' 2.5" Cal. As Shown B&B Matched specimens 424 4,240 Total = 5,936 2 \4714/0.T 3 Gal. 3' O.C. Cont. / pbb/ p bbb ry as/�/ %b l o l 472.0' i//bb/bbb b/ab/bb/ <r/al/ /4 .6' / 15' DRAINAGE EAS STEEP SLOPES / / / / �/ / / / / /71.6 CENTERED ON THE (>25%) LOCATION OF THE ST b bb5/�i/ / / // / /// /// ♦ 1 DB 721 PG 6 bb ' b, bb/� / /j / // / /// ♦♦ 1 DB 679 PG b 40' UTILITY EASEMENT / 7j /bb bl bb // !�) (( /� / /// ♦♦� (NATURAL GAS) DB417PG347 / / //qbb/bbb/pb�/�'/// K� ♦ 472.0' DB 290 PG 441DI / %i / /by / k /bbb`• b bb /bq/ \\ ♦ / 65.7/j // / / / i / / / /�// bb/bbb � \ ♦ - RIM:469.87 \\\ ♦♦ 1.56 0 Cb 10:465.17 \\ ♦♦ all / // //�/ 111 /,�� (^\ � "� '?�48, ♦ b / / / Cp 43.2'/// 1 1.62' - 15" RCP Q -3.01%NEGATIVE 470 ) \ PID 061WO-01-0A-005A0 FLOW/ CVILL PARCEL BL,TYLLC 67.6' INST 202200003515 1 ( / 477.3 ®SSMH RIM: 471.17 \ 10: 465.47 / \ 11:465.82 \ \ IMPERVIOUS AREA \ \\ / 4 .5' � � � 11:465.87 QF a \ 467.9' \ ADD (3) - / GT QF i- \PARKING SPACES \ YXTY \GT VAN ACCESSIBLE, / + I SAW CUT/RIIATCH \ / -PARKING SIGN, TYP. P. ,PAVEMENT VDOT STD. \ \ + I G-2, 9SP CESII PAR INGS ACES 1 AV \\ 2SF 15" . E 75" 75" TR ` SGNI NP _SGN 11vir PROPERTYN THE COARNER /- / S EX.TREES TO EX. 12"TREE } / REMAIN TO REMAIN REGULATOR BUILDING PID 061 WO-01-OA-00300 AUTOZONE DEVELOPMENT LLC LOT (INST 202000006187) EX. 12" TREE TO REMAIN GPSPT / 470..20 TBX PV \ / PT 469.3� § / 469.6/ l 0 �N �O 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 q�tiTH Op'7 Off` 4Cf Alan G. Franklin Lic. No. 35326 w O 11-07-2022 �sIONAL ��G~ professional seal ALAN FRANKLIN, PE project manager project team CENTER CHURCH PARKING LOT ADDITION project name CENTER CHURCH CHARLOTTESVILLE client 475 WESTFIELD ROAD CHARLOTTESVILLE, VA 22901 project address SDP2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 5, 2022 issue date revisions LANDSCAPE PLAN sheet title Ll 06 sheet number z J a w w WHEREv PLAN APPLICABLE 1 Y4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS SECTION 1 SIDEWALK L107 SCALE : NTS `1� � 12 hAJ NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21"DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. JOINT OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. 2 VDOT STD CG-2 L107 SCALE : NITS TROWELED EDGE; SH; TYP. %z" EXPANSION JOINT W/Y2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25' (MIN) O.C.; TYP. OR AS SHOWN PER PLANS 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED WWF6"X6"W1.4XWIAW/2" MIN. COVER - ONLY WHEN / WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE HANDICAP SIGN - BLUE BACKGROUND, WHITE LETTERING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS EQUIVILENT) 12" X 12" PENALTY FINE PLACECARD REQUIRED BELOW PRIMARY SIGN SIGN MUTCD R7-8B SHALL BE INSTALLED AT SPACES WHICH ARE VAN ACCESSIBLE ONLY AS SHOWN ON PLANS METAL SIGN POST- 84" CLEAR MIN. WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN FINISHED GRADE CONCRETE FOOTING (CLASS B) 2000 PSI MIN. COMPACTED SUBGRADE MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE 3/9, DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. 7 ADA PARKING SIGN L107 SCALE : NITS k2"91 BASE d .„SUBBASE 3 ASPHALT PAVING L107 SCALE : NITS 2"x2"x6' MIN. HARDWO( STAKES. USE 2 STAKES F TREE AND SET OUTSI ROOT PACKA, 3" DOUBLE SHREDD HARDWOOD MULC TAPER AT TRUNK. MULI TO WITHIN 2" OF TRU IN PLANTING ARE, REMOVE ALL WIRE STRING FROM ROOTB✓ AND ALL BURLAP FR( TOP 2/3 OF ROOTB✓ NATIVE BACKFILL S( AMENDED WITH 1. ORGANIC COMP( COMPACT SUBS( TO FORM PEDEST TO PREVENT SETTLIP #4 REBAR GRID @ 12" O.C. BOTH WAYS 4 DUMPSTER PAD L107 SCALE : NITS 1.5" VDOT SM 9.5A VDOT CG-2 CURB ASPHALT WEARING COURSE NO. 9 AGGREGATE 3" VDOTBM-25 ASPHALT BASE COURSE IN OPENINGS AQUA -BRIG TYPE 4L 6" COMPACTED VDOT 21A STONE BASE CONCRETE PAVERS 3 J' MIN. THICK COMPACTED SUBGRADE 2" VDOT #8 AGGREGATE 4" VDOT #57 STONE 8" VDOT #2 STONE NEEDLED, FILTER WITH A FLOW RA E GREATER THAN 5/��/� GPM/SF AND AN APPARENT OPENING SIZE EQUIVALENT TO US #70 OR #80 SIEVE UNCOMPACTED SUBGRADE UNLESS—, COMPACTION IS REQUIRED FOR STRUCTURAL SUPPORT ON LOW STRENGTH SOILS 7" REINFORCED CONCRETE SLAB; 3500 MIN. PSI., AT 28 DAYS FINISH TO MATCH TYPICAL SIDEWALK 6" COMPACTED VDOT #21A STONE BASE - (OR RECYCLED CONCRETE EQUIVALENT) 95% COMPACTED SUBGRADE; REMOVE ALL ORGANIC MATERIAL CONCRETE CHEEK WALL STEEL HANDRAIL -POWDERCOATED (BLACK) TUBE ,OR EQUAL, ON BOTH SIDES OF STAIRS F_ H 91, 0 1 '-01, #3 REBAR IN NOSING - TYP. a A `VDOT #21A GRAVEL BASE 1. 4" PERFORATED PVC/HDPE PIPE ALONG DOWNHILL PERIMETER AND AT 20' O.C. ACROSS SECTION 2. EXTEND CLEANOUT PIPES TO THE SURFACE WITH VENTED CAPS 3. CONNECT TO DRAINAGE SYSTEM WITH NON -PERFORATED PIPE 5 \ PERMEABLE PAVER SECTION 8 TREE PLANTING L107 SCALE : NITS IED STRAPPING, ARBORTIE OR OVED EQUIV., LOOPED TO K. (2) PER TREE. NAIL OR STAPLE AKE. DP OF ROOT CROWN 2" ✓E ADJACENT GRADE E SOIL SURFACE TO PROVIDE METER WATERING RING FINISH GRADE ROUGHEN SIDES OF PLANTING HOLE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION DRIVE STAKES 6" TO 1'-0" INTO UNDISTURBED SOIL BELOW ROOTBALL 1 '-01, IL F O ih 6 CONCRETE STAIRS L107 SCALE : NITS NOTE: STEP TREAD COUNT VARIES THROUGHOUT SITE. ADJUST CONSTRUCTION TO MATCH PLAN COUNTS TURN DOWN CONIC. SLAB #4 REBAR @ 12" OC EA. WAY - 3" CLR. CONIC. STAIR COMPACTED AGGREGATE BASE COMPACTED SUBGRADE 2' 0 HOLE FULL THICKNESS 6'-0" 2 4" 2 4" 4" 2- #3 REBAR 8 2't 4" 2 I 2 I I TOP VIEW 11 12",K 2 1 ® 3 2' 2 2 A� II 442„ 5 }" 13.2 8 2,. SIDE VIEW SECTION "A" ENLARGED 7 CONCRETE WHEELSTOP L107 SCALE: NITS 3" DOUBLE SHREDDED HARDWOOD MULCH ROUGHEN SIDES OF PLANTING HOLE PULL OR WASH POTTING MIX AND ROOT MAT APART TO DIRECT THE OUTER ROOTS INTO THE ADJACENT SOIL. DO NOT LEAVE CIRCLING ROOTS AGAINST THE ROOT BALL. NATIVE BACKFILL SOIL AMENDED WITH 15%DECOMPOSED ORGANIC COMPOST 9 SHRUB PLANTING L107 SCALE : NITS SET TOP OF ROOT CROWN 2" ABOVE ADJACENT GRADE SHAPE SOIL SURFACE TO PROVIDE 3DIAMETER WATERING RING FINISH GRADE TREE PIT DEPTH=ROOTBALL DEPTH MEASURE BEFORE DIGGING TO AVOID OVEREXCAVATION PREPARE SUBSOIL TO FORM PEDESTAL TO PREVENT SETTLING waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 o �PLTH OF v44 r V 9 Alan G. Franklin Lic. No. 35326 0 10-21-2022 . LIS, ON A L professional seal EUGENE RYANG project manager ALAN FRANKLIN project team CENTER CHURCH PARKING LOT ADDITION project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address SDP2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions SITE DETAILS sheet title Ll 07 sheet number T-0" (914 mm) p00000017 a000000q o ® 000 oo® 0D0a00oo0ooC D0000� 0o00 ooa a Q O O o 00 O °o O O °o Q 1'-6" o00 0000® ooa (457 mm) 1 D 0000 0000 0000 0000 a o � ®0000 000a ®�o�o 0000 ® � b 000000� a000000d E E (O O T TOP T w J m H w w J) 1 FRONT ISOMETRIC VIEW SIDE STORMTANK MODULES DESCRIPTION HEIGHT in. (mm) CAPACITY cf (cu. m.) NOMINAL VOID RATIO WEIGHT Ibs. (kg) ST-18 18 (457) 6.436 (0.18) 95.5% 22.7 (10) ST-24 24 (610) 8.656 (0.25) 96.0% 26.3 (12) ST-30 30 (762) 10.876 (0.31) 96.5% 29.5 (13) ST-36 36 (914) 13.096 (0.37) 97.0% 33.1 (15) V-6" (457 mm) ma Dma Dma Dma D®a D® ma Dma Dma Dma Dma Dm On Lma Loa Loa Eon pm T®v oma oma oma omv omy ®a Dma D®a Dma D®a Dm 18" (457 mm) 1 \ STORMTRAP MODULE 1 '-6" (457 mm) o E _I rn �LO v t 24" (610 mm) SIDE PANEL 1 '-6" (457 mm) ma Dma Dma Dma Dma Dm ma Dma Dma Dma D®a D® .-. aaM Mo® E ®° °®° 7,A °m° °®° °® as as aE a� a� `�'; aDaDaDaDaD ma LOA LOA Dma DEon a L® ®a Dma Dma Dma Dma Dm ma Dma Dma Dma D0a D® 30" (762 mm) SIDE PANEL E o E CV 10 00 NOTES: 1. SIDE PANELS TO BE INSTALLED ALONG SYSTEM PERIMETER, UNLESS OTHERWISE SPECIFIED. 2. ALL HEIGHTS TO BE CUT FROM A 36" (914 mm) SIDE PANEL AT PRE -SCRIBED LOCATIONS. 3 ) STORMTRAP SIDE PANELS L108 1 SCALE: NITS CONCRETE RING PORT KIT (DESIGNED BY OTHERS) BOX WITH LID RISER PIPE BRENTWOOD OBSERVATION PORT FLEXIBLE COUPLING 4 OBSERVATION PORT L108 SCALE : NITS 1'-6" (457 mm) *DIDaDaDID ma Dma Dma Dma Dma Dm A 0 A o a o A o a 17 ma Dma Dma Dma Dma Dm ma Dma Dma Dma Lm Dm aaM Mp® a7�®a ao®a pma � a7 aU�® �U,011 ®a ®a D®a D®a Dma Dma D® ®a D®a D®a D®a D®a D® ma LOA LOA Dma Dma Dm ®a Dm791 a Dma Dma Dma Dm ma Dma Dma Dma Dma Dm 36" (914 mm) SIDE PANEL FINISHED IMPERVIOUS SURFACE (SEE PAVING SECTION DETAIL) SUITABLE COMPACTED FILL PROPEX GEOTEX 601 NON -WOVEN GEOTEXTILE (OR EQUAL) AND STONE/SOIL INTERFACE IMPERMEABLE LINER SURROUNDING MODULES VDOT #57 STONE CONTRACTOR RESPONSIBLE FOR ENSURING SUBGRADE SOILS MEET BEARING AND SETTLING REQUIREMENTS STEP 1: T-0" (914 mm) 1'-6" (457 mm) p000000o a000000q 0000 000a 0000 0000 �o®o oa000aoaoo o3 OD00OIIDO� °" 0OaDO0(11 1' 6" D o 0000 0 0 000o a 0 (457,mm) �0 0 o o 0 <> Q D 0 0oDO0aD0 OaDOOao 000 ° 0000°" 0°®0 oa000 0000 O®°0 a o 0 0 0 0 0 0 0 0 0 0 0 o d 9.. (229 mm) SEE TABLE A FOR OPENING SIZE TABLE A: OBSERVATION PORT DIMENSION PORT SIZE OPEN SIZE RISER PIPE DIA. 6" (152 mm) 7" (178 mm) 6" (152 ml 8" (203 mm) 9" (229 mm) 8" (203 ml 10" (254 mm) 11" (279 mm) 10" (254 ml LAYOUT & CUT OPENING INTO THE CENTER OF THE TOP PLATEN FOR BRENTWOOD OBSERVATION PORT. •X• A. CTl A - ru FLANGE PLATE MARK & CUT FLANGE PLATE FLUSH WITH MODULE SIDE "WHEN MODULE IS ON THE PERIMETER OF THE SYSTEM." \/C/—CT A TEE, ADCA %A/IT" A IATC JIVI\I VIIl11 VI\ MODULES 2 l STORMTRAP TYPICAL SECTION L108 SCALE: NITS STACKING PIN (2 PLACES) STEP 2: PLACES) TION PORT :NT HOLES (2 -EN ALIGN PORT PLATE WITH TOP PANEL: INSERT TWO STORMTANK MODULE STACKING PINS INTO THE CIRCULAR RECESSES IN THE TOP PLATEN OF THE STORMTANK MODULE. INSERT THE SHORT SIDE OF THE PORT PIPE STUB INTO THE PLATEN ALIGNING THE PORT PLATE ALIGNMENT HOLES WITH THE STACKING PINS. CTPP R- NON-WOVEN GEOTEXTILE FABRIC (PROPEX GEOTEX 601 OR APPROVED EQUAL) INSTALL GEOTEXTILE: WRAP SPECIFIED GEOTEXTILE FABRIC AROUND ENTIRE INSTALLATION OF STORMTANK MODULES. CUT "X" PATTERN INTO GEOTEXTILE FABRIC AT OBSERVATION PORT AND PEEL EDGES OUT. STEP 3: INSTALL OBSERVATION PORT CTFP A- " xi. , w ATION PORT WITH SS BANDING, WATER RESISTANT TAPE OR NYLON ZIP -TIE waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 professional seal EUGENE RYANG project manager ALAN FRANKLIN project team CENTER CHURCH PARKING LOT ADDITION project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address SDP2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 19, 2022 issue date 1. 10.19.22 - CO. COMMENTS -ADD EC106 & SW 108 revisions SITE DETAILS sheet title PLAN VIEW - PORT PLATE IN POSITION 5 \ OBSERVATION PORT INSTALLATION SEAL FABRIC TO OBSERVATION PORT Ll 08 sheet number c+Trn n. c+Trn n. LOCATE AND MARK OPENING TR OR PIPES TO BE INSTALLED OTr-n A. INSTALL PIPE (SLIP FIT) REMOVE SIDE PANELS FROM MODULES AND CUT OPENING OPENING FOR PIPE INSTALLATION SIDE PANEL 1811 aDaDaDaDaD ®a p®a p®a p®a p®a p® PER PLAN 0 o a o ago a o a oLL 0 OF PIPE F PLAN PER PLAN SIDE PANEL INLET PIPE (BY OTHERS) REINSTALL SIDE PANELS OTrn C. WRAP AND SECURE GEOTEXTILE STORMRAP: INLET/OUTLET PIPE INSTALLATION SCALE : NTS STORMTANK® 18" MODULES INSTALLED IN STRICT ADHERANCE TO STORMTANO 18" MODULES INSTALLED IN STRICT ADHERANCE TO 3 ), STORMTANK: INLET PIPE FROM TRENCH DRAINS J�-ALt : STORMTANK® 18" MODULES INSTALLED IN STRICT ADHERANCE TO ( 5 ), STORMTANK: OUTLET DETAIL SUALL : N IS N GEOTEXTILE FABRIC (PROPEX 1 OR APPROVED EQUAL) SEAL FABRIC TO INLET PIPE WITH SS BANDING, WATER RESISTANT TAPE OR NYLON ZIP TIE (BY OTHERS) PVC OUTLET (SEE PLAN FOR LOCATION(S) AND SIZE VEGETATED SLOPE 3' �OP O� EMBANKMENT FI FV AR1 on OVERFLOW STRUCTURE - NYLOPLAST 24" DROP -IN DOME GRATE RIM = 380.50 TRANSITION TO 10" STANDPIPE TO TO TOP OF STORMTANK STORMTANK®/ 18" MODULES INSTALLED IN STRICT ADHERANCE TO INSTALLATION SPECIFICATIONS TANK INV.376.00 BRENTWOOD 10" OBSERVATION PORT RAMP SOIL LAYER UP TO LIP OF STRUCTURE OR PROVIDE STONE PROTECTION AROUND STRUCTURE, TYP. RAIN GARDEN SURFACE ELEV.380.25 3" MULCH LAYER ON SURFACE OF FILTER BED 18" BIO-MEDIA MIX* �(ALLOWFOR SETTLING) �3" VDOT #8 STONE A FILTER LAYER 12" VDOT #57 STONE (DOUBLE WASHED) \\//\\ BIO-MIEDIA MIX SPECIFICATION /\/• 85%-88%SAND /AA/� • 8%- 12%SOIL FINES VAS• 3%-5%ORGANIC MATTER IN THE FORM OF LEAF COMPOST iAAiAAiA�iA�iA�iA�iA�iA�iA�iA�iA�iA� i� • THE VOLUME OF FILTER MEDIA BASED ON 12" 110% OF THE PLAN VOLUME, TO ACCOUNT FOR SETTLING OR COMPACTION RAIN GARDEN SECTION SCALE: NITS VDOT CG-2 CURB NO. 9 AGGREGAT IN OPENINGS AQUA -BRIO TYPE 4L CONCRETE PAVERS 3 -1'MIN. THICK 2" VDOT #8 AGGREGATE 4" VDOT #57 STONE 8" VDOT #2 STONE NEEDLED, NON -WOVEN, FILTER FABRIC — WITH A FLOW RATE GREATER THAN 125 GPM/SF AND AN APPARENT OPENING SIZE EQUIVALENT TO US #70 OR #80 SIEVE UNCOMPACTED SUBGRADE UNLESS COMPACTION IS REQUIRED FOR STRUCTURAL SUPPORT ON LOW STRENGTH SOILS `VDOT#21A GRAVEL BASE 1. 4" PERFORATED PVC/HDPE PIPE ALONG DOWNHILL PERIMETER AND AT 20' O.C. ACROSS SECTION 2. EXTEND CLEANOUT PIPES TO THE SURFACE WITH VENTED CAPS 3. CONNECT TO DRAINAGE SYSTEM WITH NON -PERFORATED PIPE PERMEABLE PAVEMENT SECTION SCALE : NITS Cl . Ill 1.o . "I /" , C. STRICT rIONS waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 professional seal EUGENE RYANG project manager ALAN FRANKLIN project team CENTER CHURCH PARKING LOT ADDITION project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address SDP2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 19, 2022 issue date 1. 10.19.22 - CO. COMMENTS - ADD EC106 & SW 108 revisions SITE DETAILS sheet title Ll 09 sheet number SLOPE TO EXISTING GRADE 11 1 TO STO RMTA N K® - SECTION @ SD-Cl SOTONE/SOILIN INTERFACE SURROUNDING MODULES AND 1 i11n 1 er-oiP-1 -), VDOT STD. CG-2 CURB SD-B 1 VDOT STD DI-1 RIM 462.10 INV. OUT 458.50 (12" X 2) PERMEABLE PAVER UNDERDRAIN, TYP. 12" PVC OR HDPE PIPE n � ° ° a ° 1uuu� uuutM INV. IN 458.25 (1 COMPACTED FILL & SUBGRADE, TYP. (95% STANDARD PROCTOR) STORMTANK® - SECTION @ SD-Bl JC:ALt : I - = 2 1 LIMITS OF TYPICAL PERMEABLE PAVER SECTION 1' MIN. 6"MIN. %/%///%/%///%/%//�/%///%�/%///%/%///%/%/% VDOT #57 GRAVEL (DOUBLE WASHED AND FREE OF FINES) STORMTANe 18" MODULES INSTALLED IN STRICT ADHERANCE TO INSTALLATION SPECIFICATIONS PROVIDE ON SHEET 8 PROPEX GEOTEX 601 NON -WOVEN GEOTEXTILE (OR EQUAL) SURROUNDING MODULES AND STONE/SOIL INTERFACE (95% STANDARD PROCTOR) STONE/SOIL INTERFACE TO waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 TH OF .v Alan G. Franklin Lic. No. 35326 y 0 12-19-2022 W. �`rIONAL ti��~ professional seal ALAN FRANKLIN, PE project manager project team CENTER CHURCH PARKING LOT ADDITION project name CENTER CHURCH CHARLOTTESVILLE client 475 WESTFIELD ROAD CHARLOTTESVILLE, VA 22901 project address SDP2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 19, 2022 issue date revisions SITE DETAILS sheet title 3 L110 STORMTANK® - SECTION 9 SD-A2 JC:Al : I - = 2 L I 10 sheet number c I/ 0.0, 0.0 PID 061 WO-01-OA-005AO b C VILLE HOSPTTA LITY LLC PI PARCELS - I oo LC IN5T202200003515 0.1 BENCHMARK' 460.54 / 0.2 ` 0.2 0.1 .1 t /0.1 / 1 3' 0.1 FOP 0.1 PAR I LOT TRE 0 0.1 i - - - ao ' 0.0 / GMP 0 / F JNELDJ i 0.0 0.1 I1� o o SG"' "IIIIP/ OUMPSTER PAL PID 061 WO-01-OA-00400 SHEOU-JONG AND LI YUN CHIANG I CIO DANIELLE STARK o.o 4- BOL PARCEL 8-2f�JA11 NP x DS 1549 PG 37 o Qo 0 o 0.1 / RAM + 0.1 '1.6 2. .8 -- 1.0-� . + P 3 4. �1. 1 LA P b % /0.0 A A Ty . _ L 5.2 7.0 5.4 1Q•. 4 + o.o -S,AW OT/ H ;' EX:P-XK EN7 + 0fy0`J0.0 ♦ ,5.7 �._ 8.2 5.4 2} i8 . 0.0 a GMP+ 0.1 �15`0 0 ._. 6.8 LOT TREE 1,'; i +. r "�� i' I / / i�3.1 .1 '8.4 '5.7 2.9 1. + � / R 0.1 �+ 2 ,% / �2.4 �6.2 6.3 `4.9 2.7 F 1.5 1.3 - ---- tKlpaG ' ✓SEE -_ B3 @ 20 PARKIN �.0 0.1 8 LF WV BENCHMARK i 0.1 470. IS I O 0.1 18 3.8 50 48 49 4.9 1. 19 11 0 ,-,r=99' .9 0:&- >"0.8 08 0.7 07 7, 0 1.A CcS ;]rlC. it 9 y L 3`R 26g ,4i 5.1 67 64 � 5.0 4.0 2.71 R ' - 144 �,-; 26 3.3 4.1 4.9 4.9 4.1 3.4. 28 N A - 20. - - �sJ ( ..... ..... ............. ..... .. PA'VN4T ...... - _-1.3 21 2.5 27 7£917 29 P01AFA.VE FA'AA 20j0a' - OF ) � itif - 1.1 1.5 1.7 1.8 1.9 1A 1.9 1.9 1.9 1 5'R 1 SPACES',Tl qp,( 1 LOT TREE 1.o v 1.2 - 1 2 1.2 1.2 1 3 1 V=STDC$. RETAINING WALL 2,400 SF FENCED PLAY AREA CONIC. WALK, RAMP, & WALLS 5'-0" 5-0" 30'-a' 22Ay. ' 211. PARKING W� �� :.' P DI 0 20- 0.2 + 2. '4.2 '4.6 '4.9 4.2 3.6 3.5 �3.9 3.4 3 3.1 VAN ACCESSIBL , HC PARKING SIGN, TYP. 0.2 '3.3 '4.1 '5.3 6.8 6.9 6.8 7.1 V6bT STD:3 .4 2.9 G-2, YP. /0 's.o z$ 911 95PCES p RING S ACES 9 0 RTY CORNER -,`` 100 0.0 Of THE GAS 3ULATOR I 2 0.3 0.4 0.3 0.5 0.3 0.2 0.1 0.1 0.1 0.1 - EX.TREES TO EX. 12" TREE - REMAIN TO REMAIN a - • r6 r r r • rr rr 120'-0" GM I STORY STUCCO #475 n EX. 15" TO REA EX. 101, TO REA EX. 18" TO REA ff 0.2 IG 1.5 1.5 1.5 - 1.5 -1A 1.3� L2 1 1 il © e 90' 01 s / LAN QSC THE I 2.3 +23 2.3 2.2 AREA,1�T. DNC,CURB ASPHALT PAVING QF 2.8 3.2 �3.5 8T.60" 3.6 3(8) IG 1 1T EEC _ VDOT STD. TRANCATED 3.4 4.2 (16) IG 5.29 '7 4.4 3.5, ; - DOME, TYP $P E$ _�. 3.2 4 _ CT 5.4 _6V 5.7 rd� .5 2. Q a VDOT CG-9A CONC. ENTRANCnE ANAL .6 4.0 '3.8 '3.1 '2.6 '2 3 SPA .8 6.1 40 3 46 S REDU TION N & EI 3AMPEWAlOUS,AREA '3.5 3.0 2.9 2.8 .0 3.5 5.3 7.3 WE - ADD (3) GT - PARKING SPACES .3 3.9 4.8 5.1 5.0 '4.9 _ 4.8 .6 4.2 4.6 '5.�TR 5.4 CUT/MATCH TREE VEM4 2 T '7.9 '7.9 '6.4 '3.1 2 5.9 7.7 7.9 4.7 4.0 2.7 -9.5 1 -7.5 1 -4.5I -ZA ' 9 .2 5.6 1 - -2.1 1 1016 0.4 0.2 0.2 0.2 4 0.4 0.4 o.PS,PT .2 EX. 12" TREE t7a jV TO REMAIN rRA t PT . I APRON ;. .. 0.3'�: SIR OZ¢ -= EE II SGMN400 PROVIDE ADA o.o PED. ROUTE TP TVP�3 wv tJ.1 0 TRA �+ PT q� E /0.3 %ry Q / �r Er J �O�Q'o0.1 a �ti�,gyQU' T/ E; I I 1 I waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 /NO H OF 7" Alan G. Franklin Lic. No. 35326 w 0 12-19-2022 . �sIONAL ��G� professional seal ALAN FRANKLIN, PE project manager project team CENTER CHURCH PARKING LOT ADDITION project name CENTER CHURCH CHARLOTTESVILLE client 475 WESTFIELD ROAD CHARLOTTESVILLE, VA 22901 project address S D P2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 19, 2022 issue date revisions PHOTOMETRIC PLAN sheet title Ll I I sheet number Specifications EPA: I '.'.I fv Lmngth: SS •trian Width: 13" IDArnI Height H7: 7-1i2" IRAM Height 112: 3-1A2" Weight 271bo [malt): o2.2ly1 D-Series Size 1 j Legacy LED Area Luminaire r" +mw= r DVYAmx'i.rI �� II'Illrll �rLJ Introduction The modem styling of the D-Series is striking yet unobtrusive - making a bold, progressive statement even as it blends seamlessly with its environment. The D-Series distills the benefits of the latest in LED technology into a high performance, high efficacy, long -life luminaire. The outstanding photometric performance results in sites with excellent uniformity, greater pole spacing and lower power density. It is ideal for replacing up to 75M metal halide in pedestrian and area lighting applications with typical energy savings of 65% and expected service life of over 100,000 hours. • EXAMPLE. DSX1 LED P7 40K T3M MVOLT SPA NLTAIR2 PIRHN DDBXD G1 DSA1 LED DSXI LED FerWrdrpeo 309 3000H P1 P4r P7' 40K 4000K P2 PSI p8 SON %WK P3 P6' P9' Routed optics P10s P12 P11a 113s' Tls fmishort (AUIunno" US TrFellslnrt T2111 Typellmeolum T35 TWelllshorl T3M Ty 111nnediun TQ TraelYmedlao TRIM FawoN thrum medkrn 1% T)pevveryshon' MVOLT` Shipped Induced TSS Trpe"Orla XVDLT SPA 5qui polemooming 15111 flpev midumI (277"Worl\" EPA Round Pole standing P' TSW Tooawsde' 120, WBA Wol brackell KC R U41bt[onbd' 2081 SPIAMBA 5gwe paleuntwersdl mounting Oaplm" LCM Left rmnn cu I 240' BPUMBA found poleunbersal mounting adaplar' BCCO Eghlcnnnnnds' 277' Shippedseparonly 347' EMABOOMIDU Mntaml mounting hacke[adaPmr 4811a lsR'<dyfinBN" Shippedleslalled PIR Hollm nimmnlal bnmma,B.l5 NLTAIR2 '' nUghi AlRgenmt12n2erudeddISIC rd hl¢ILambkmsarorenahkd PBHN IlelxuR, hkjvinw macelartknlema" PIRN HIpRRpaa mmbnfalrblmisensar,l5-3O' PER WMArMstdockresepade onky lmmlds rectum hel¢Aamblemsn5orem6kd Yedered separate] Is dl$FC Kits R\e-pin re(?Nde only (oombola ondered PIRIFOY HkghIlix mmicelarrbirnrxmor,B-15' "Pro)ei m dirt hair, amblemsereArelWded PERT Senn-pnneeepucleonblmonelsondiml at lA sepia")"" PIRHIFC30 B-level, nKdonlimblem sveos 15-V DING 0-lNdlrmag dues puled omsikfrme anumi� hcklk amblemsersefeNMN (kr me wnhanaaleml contnA ordcaed a71R sep3tai FAD Fiekiadjaimbleomputw DS Dual"it firg \I'a Shipped Instaped 16 Home-9o1esh1dd" SF Single fine l 120,177,34M' OF Double fuse 12118,240,411W t90 LeRnsutedaptiDl R9D Rghtmlatedoplics' Nh 3D'tamt4P1ap6rAu l BAA B.y Ann"Ka{nl Atl(omplbnt Shippedsep-audy 65 Omspkes' E65 Ermmlglareshield DDBIID Oakbrmze MUD Back PIANO Naluralillmnum OWHXD Wite DENIM Trabur ddark bronze D1119RD Tertued Nark ONATIED TeawedraaralaNrNnm BAHOD Inter dwhile fLJTHON/A One LMania Way • Colreera, Georgia 31012 • Fhw& 1-B0D-Xis-BERV p37B) • _ L/GhWOVO C2011-2( Acuity&andsUghnng Inc. Aewghtsoiriroed, COMMERCIAL OUTDOOR IA L/THON/A t/GHT//VG FEATURES & SPECIFICATIONS INTENDED USE— Forrmrrd steel, connate or wood poles. The mou" beams mmY have AS'" greater D.D. Not for wwith anstirog concrete poles. CONSTRUCTION — him is 3S' x .125' wall raw rube tapered down to 2-NO'O.D. and made of 6063-T6- Welding followsindmbysurclardsbest practices. FIN ISN — Extra durable sta lard powder -coal fine:hes nidude Dart Br mar, WhRe, Mad, and Natural Aluminum rules. Architectural Calm and Special Finishesare awiable hyquolead include. bur are not limited to RAIL Calais, G61M Colas, Ertended Waring Fnlshes, Brushed Aluminum, Anodized Dark Bronze, Argdlzed Naomi Aluminum and Anoked Black for alumltum. Factory -applied prlow paint finish is avaiable for customer held -paint applirutions. INSTALLATION — Mouryiog hardware lobe provided by msuBerand Is determined by the pole type and shaNsae. WARI W ITY—1-3ear Fruited wartamy, (om plate wawa my terms I oared at•. www.aCUi[y'ardrds.Wmrfuppo111vandrty$ttrns anJ cnnditlomS NOTE Actual perfunname may differ as a result of end -lees enviolnem and applimtion. Spacfications subjees m changr withnN mica. -ow 61 Gerecri DSX1 LED G I R•v 011MI 22 Page 1 of R Elliptical Tube Arm AMACE ALUMINUM (AMACEI ELLIPTICAL TUBE ARM •1 ' r- [eW meswillmydependigoncon Stilie[Ixd(auoltvdlhyoursaiesRpRSentalrae. Example: AMACET2DUS4SA AMACE 14des pipasin ANNleytla' Rnish' AMACE T20 2-38'0,0, WON) US2 Video length Sucerdurablealas US4 1'arm length DDW Dark bronre USA A'amlength DBUD Black USA ISan length DNABD Natural aluminum US10 10'an length DWHRD White DDBTXD Tatureddarkbomor DBLBXD Tenured black DNATXD Terturednaturalrumimm DWH6XO Tamredwhite Other finishes BA Brushed aluminum 5A 5atinaluminum Claus anlutectural anodized ABL Black ADO Dark bronze ANA Natural Pnmerfinish DPRM Red printer Archumural finlsdrrs cols and anecal Dmanadtc modite, paint oser Duranadicanodim, RAI colas, custom colors and extended warranty finishes nindable. Noon: 1. Engineenngrniewsrequiredf%10'amleno 2. Finish muse be specified Additionalcolannailable:w AxhOciml(olomWftre linked here (Facts No.794.3). 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HOLE GROMMET) SECTION A -A fA "7?vo v/A L/GH7/NG OUTDOOR Ora Lnhona Ylay Cumvfs6AMI2 Phone:770-922-9000 A"AiLhumakim 4" .� 02 ARM MADE FROM 3 1f7 O.O. x -125' WALL ALUMINUM TUBE (6063-TO ALLOY) TAPERED TO 2 W8" D.Q.. AND FLATTENED TO 11132" x 2 3W ELLIPTICAL CROSS SECTION 10 T F 4 3f4" 1" 314• D5x1 LED G1 R•v O&Ilrn Page 2 vF a k� FIND" l ARM OUTLINE I 01112"HOLE UNIVERSAL 1 i — — ALUMINUM ARM PLATE (6063-TB ALLOY) 1 I , s L/ R31a" x 1" L.G. 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Ll"Y41250I One LAho is Way • Cc nye .Georgia 30012 • Phone: 1-800-706-SERV (737M • .v.'.„.Inl,.ma __r Ll"Ai rts 02011.2022AcvikVBWd1U9hfiM Inc.Aeaghlereseroed. r DSX1 LED G1 Rev WI If22 Page 3 crFa waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 LTH OF Rr c� v Alan G. Franklin A Lic. No. 35326 y 0 12-19-2022 w. �sIDNAL professional seal ALAN FRANKLIN, PE project manager project team CENTER CHURCH PARKING LOT ADDITION project name CENTER CHURCH CHARLOTTESVILLE client 475 WESTFIELD ROAD CHARLOTTESVILLE, VA 22901 project address SDP2022-000XX project number MAJOR SITE PLAN AMENDMENT project phase DECEMBER 19, 2022 issue date revisions LIGHTING DETAILS sheet title L 112 sheet number