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HomeMy WebLinkAboutSDP202200036 Plan - Revision 2022-11-01VICINITY MAP: 1" = 1,000' 2000 MARCHANT -- C / P eee i SITE i / �\\a ro°a e<s N ae� Fay r° SECTION 18-5.1.21 OF THE ALBEMARLE COUNTY CODE EACH ON -SITE DWELLING OR SLEEPING QUARTERS THAT IS ACCESSORY TO A COMMERCIAL OR INDUSTRIAL USE SHALL BE SUBJECT TO THE FOLLOWING: A. DWELLINGS AND SLEEPING QUARTERS MAY BE OCCUPIED ONLY BY OWNERS OR EMPLOYEES OF THE ESTABLISHMENTS, INCLUDING ON -SITE SECURITY OFFICERS, SCIENTISTS AND LAB TECHNICIANS. B. ANY DWELLING MAY BE DETACHED FROM THE ESTABLISHMENT TO WHICH IT PERTAINS OR WITHIN THE SAME STRUCTURE AS THE ESTABLISHMENT, SUBJECT TO ALBEMARLE COUNTY BUILDING OFFICIAL AND FIRE OFFICIAL APPROVALS. C. ANY SLEEPING QUARTERS SHALL BE LOCATED WITHIN THE PRIMARY STRUCTURE AND SHALL BE SUBORDINATE TO THE PRIMARY USE. D. NOT MORE THAN ONE DWELLING UNIT OR SLEEPING QUARTERS SHALL BE PERMITTED PER ESTABLISHMENT. E. NO MANUFACTURED HOME SHALL BE PERMITTED AS A DWELLING UNIT FOR A PERIOD IN EXCESS OF SIX MONTHS. ITE TRIP GENERATION CODE LAND USE GROSS SQUARE FOOTAGE NUMBER OF UNITS WEEKDAY TRIPS WEEKDAY ADJ. STREET PEAK AM (7-9 AM) PM (4-6 PM) SATURDAY SUNDAY 110 LIGHT INDUSTRIAL (TRIPS/1,000 SF) 2,500 NA 6.97 0.92 0.97 1.32 0.68 17 2 2 3 2 230 CONDOMINIUM/APARTMENTS NA 13 5.86 0." 0.52 5.67 4.84 76 6 7 74 63 TRIPS GENERATED (50/50 SPLIT ON ENTERING/EXITING) 94 8 9 77 65 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, I ITH 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 BUILDINGSAND 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 TBR 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 = 24" OAK W/ 40' CANOPY DIA. SDP2O22-00036 FINAL SITE PLAN ALBEMARLE COUNTY, VIRGINIA MAY 19, 2022 SITE DATA DEVELOPER: VIRGINIA PACIFIC INVESTMENTS LLC CONTACT: ALLAN CADGENE PROPERTY OWNER: VIRGINIA PACIFIC INVESTMENTS LLC 2088 UNION STREET -SUITE 1 SAN FRANCISCO, CA 94123 TAX MAP / PARCEL #: 78-21 HO (D.B. 5040, PG. 20; INSTRUMENT #201800004484) PROPERTY ADDRESS: 2000 MARCHANT STREET PROPERTY SIZE: 1.36 ACRES ZONING: LI - LIGHT INDUSTRY ZONING OVERLAY DISTRICTS: MANAGED STEEP SLOPES OVERLAY DISTRICT MAGISTERIAL: SCOTTSVILLE COMPREHENSIVE PLAN: NEIGHBORHOOD 4 EXISTING USE: MULTI -FAMILY RESIDENTIAL PROPOSED USE: 8 - MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION/RECYCLING AND BY -RIGHT ACCESSORY DWELLING UNITS IN ACCORDANCE WITH LETTER OF DETERMINATION LOD201900003 (2 FLOORS OF LI USE AND 1 FLOOR OF RESIDENTIAL USE FOR A TOTAL OF 3 FLOORS) PROPOSED GROSS SQUARE FOOTAGE 324 SF X 2 FLOORS = 648 GROSS SF DEDICATED TO LI USE OF EACH "MAKER SPACE" UNIT: 324 SF GROSS SF (1 FLOOR) DEDICATED TO BY RIGHT ACCESSORY DWELLING USE DRINKING WATER WATERSHED: NONE DAM INUNDATION ZONE: NO AIRPORT IMPACT AREA: NO ENTRANCE CORRIDOR: NO TOTAL # OF UNITS / DENSITY: 8 ACCESSORY DWELLING UNITS TO THE MAKER SPACES + 5 EX. DWELLING UNITS IN THE EX. TWO-STORY HOUSE & COTTAGE = 13 UNITS 9.55 UNITS/ACRE DENSITY BONUS FACTORS: NONE WAIVER / VARIANCE REQUESTS: NONE SPECIAL EXCEPTIONS: NONE SURVEY SOURCES: KIRK HUGHES 8. ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VIRGINIA 22902 (434) 296-6942 JANUARY 7, 2020, UPDATED ON DECEMBER 15, 2021 DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88. BENCHMARK: BENCH MARK #1 - IRON ROD SET W/ CAP - ELEV.=383.94' BENCH MARK #2 - IRON ROD SET W/ CAP - ELEV.=385.56' MISS UTILITY TICKET NUMBER: A804500955 LAND -USE BREAKDOWN: LAND -USE SF AC BUILDINGS: 6,763 0.155 11% PAVED AREA: 12,168 0.279 21% PERVIOUS/OPEN AREA: 40,334 0.926 68% TOTAL SITE ACREAGE: 59,265 1.361 100% TOTAL SITE IMPERVIOUS AREA = 18,931 SF SETBACKS: - 10' MINIMUM FRONT BUILDING SETBACK - 0' SIDE OR REAR BUILDING SETBACK ADJACENT TO LIGHT INDUSTRY - 10' MINIMUM OFF-STREET/LOADING SPACE SETBACK FROM PUBLIC STREET R.O.W. - NO PORTION OF ANY OFF-STREET PARKING SPACE SHALL BE LOCATED CLOSER THAN 30' FROM THE ZONING DISTRICT BOUNDARY MAX. HEIGHT OF STRUCTURE: 65ALLOWED BY CODE (15STEPBACK REQUIRED FOR EACH STORY OVER 40') TALLEST EXISTING STRUCTURE = 49' HEIGHT OF PROPOSED STRUCTURES = 30' NUMBER OF EMPLOYEES: 0 RECREATIONAL AREA: N/A LANDSCAPE REQUIREMENTS: SEE LANDSCAPE PLAN FOR CALCULATIONS PARKING REQUIREMENTS: 3 - EXISTINGI-BR UNITS @ 1.5 SPACE/UNIT = 5 (RESIDENT) 2 - EXISTING 2-BR UNIT @ 2 SPACE/UNIT = 4 (RESIDENT) 8 - PROPOSED 1-BR (<500 SF) @ 1.25 SPACE/UNIT = 10 (RESIDENT) 3,500 SF OF INDUSTRIAL FLOOR AREA IN THE "MAKER SPACES" @ 1 SPACE/500 SF = 7 (CUSTOMER) 26 PARKING SPACES REQUIRED PARKING PROVIDED: ON -SITE PARKING SPACES IN LOTS ON 2000 MARCHANT = 16 OFF -SITE PARKING SPACES ON BROADWAY STREET = 3 OFF -SITE PARKING SPACES ON MARCHANT STREET = 7 26 PARKING SPACE PROVIDED LOADING SPACE REQUIREMENTS: ONE (1) LOADING SPACE REQUIRED FOR THE FIRST 10,000 SF OF INDUSTRIAL FLOOR AREA PLUS ONE (1) SPACE FOR EACH ADDITIONAL 20,000 SF OF INDUSTRIAL FLOOR AREA 3,000 SF OF INDUSTRIAL FLOOR SPACE PROPOSED = 1 LOADING SPACE REQUIRED LOADING SPACE PROVIDED: NONE PROPOSED - WAIVER REQUEST SUBMITTED WITH FINAL SITE PLAN APPLICATION SHEET INDEX SHEET # L100 L101 L102 L103 L 104 L105 L106 L 107 L108 L109 L110 L111 L112 L113 SHEET TITLE COVER SHEET GENERAL NOTES EXISTING CONDITIONS DEMO PLAN LAYOUT PLAN GRADING PLAN UTILITY PLAN LANDSCAPE PLAN SITE DETAILS SITE DETAILS LIGHTING PHOTOMETRIC PLAN LIGHTING DETAILS RETAINING WALL DETAILS SIGHT LINES EXHIBIT SITE NOTES: 1. THE PROJECT PROPOSES TO ADD EIGHT (8) "MAKER SPACE" LIVE/WORK COTTAGES AND PARKING TO THE 2000/2010 MARCHANT PROPERTY. 2. EACH "MAKER SPACE" UNIT WILL CONSIST OF TWO FLOORS OF MAKER SPACE AND ONE FLOOR OF RESIDENTIAL USE FOR A TOTAL OF THREE FLOORS. REQUIRED FIREFLOW CALC. 2000 MARCHANT IS 4,000 SF OF TYPE V-B CONSTRUCTION (1,750 GPM FIREFLOW REQUIRED) 2010 MARCHANT IS 1,000 SF OF TYPE V-B CONSTRUCTION (1,500 GPM FIREFLOW REQUIRED) EACH NEW "MAKER SPACE" IS 1,000 SF OF TYPE V-B CONSTRUCTION (1,500 GPM FIREFLOW REQUIRED) APPROVALS: PLANNING/ZONING BUILDING OFFICIAL i1:*1 w waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434 295 8177 Charlottesville, VA 22902 TH OF' CO ff7 Alan G. Franklin Lic. No. 35326 w 0 10-21-2022 . �sIONAL ti��� professional seal EUGENE RYANG project manager ALAN FRANKLIN project team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions COVER SHEET sheet title 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 ALL TIMES. 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 STABLIZATION 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 16' WHERE 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.LP . 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. " f� �NLTH OF v 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). O Cf 41 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 v0 9 ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. Alan G. Franklin Lic. No. 35326 w 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. O 10-21-253 2 W. .n Z 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. d 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 ��Cs 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. 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. 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. 2000 M A R C I u I A N T 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 SAN FRANCISCO, CA 9413 INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOPS VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. project address FIRE AND RESCUE NOTES 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 FINAL SITE PLAN 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. MAY 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 I I r I I TOPOGRAPHY NOTES 1.) TITLE SOURCE TMP 78-21 H N VIRGINIA PACIFIC INVESTMENTS, LLC g DB 5040-20, 23 PLAT PARCEL "C" I 1.361 ACRES SURVEYOR'S CERTIFICATION 2.) DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88 ESTABLISHED BY GPS. THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, N rFHA450 1 3.) NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE I RAILROAD NOTE (x2,521 GPMN OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL ORIGINAL DATA WAS OBTAINED STARTING ON FEBRUARY 2018 THRU JANUARY 7, 2020, UPDATED LOADING DOCK 80' RIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY I DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL AND TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY COMPANY N UNDERGROUND UTILITIES. ON DECEMBER 15, 2021; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING — — — J DATED JUNE 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLICTS METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. F WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE SUBJECT :E MISS UTILITY TICKET A804500955 Taken: 02/14/1810:51 AM AND ADJACENT PROPERTIES. MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001. I TMP 77-40E i ANTEC PARTNERSHIP 41820 BROADWAY STREET 4.) PROPERTY LIES WITHIN FLOOD ZONE "X"; NOT A F. ..DEFINED 100 YEAR FLOOD t4l . DB 854-116 1 STORY METAL WAREHOUSE v I iv 1 STORY METAL WAREHOUSE PARCEL A w w a o — #1822 BROADWAY STREET DB 693-352 PLAT m Q Q p END OF STATE MAINTENANCE SIGN (LI ZONING) ' o Q o �I Ic waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 e5�PX'TH OF vf�cr � v Alan G. Franklin Lic. No. 35326 w .0 10-21-2022 W. professional seal EUGENE RYANG project manager ALAN FRANKLIN project team PORCH I CSW awa nvoecx II JJJ i. 30" MULB RRY / 4 I 3 — —I 2-STY. DBSM'T. i — /_BRICK WALE / f 20' VEPCO ESM'T. _ __ - _ - r 46' P(JPLARO 1 o s roecx Tflm� — �_ —� — — — —� —�l — —� ro/c I I I / DB 564-50 — — — — cG-s I �O �_ a FE390° _ _ — / 20' CENTRAL TELEPHONE COMPANY 0 ------ a / _ _�-------- ��'\ � - � / � I /\ I I BRIG SWALE t — —/ — �rL/C / I �'/ - DB 628-485 �\� G/RAVE I I I of B„ I , — — — W V�I�W Fff391.IT BtMIa M RAPg65.81 / / / / �< (PRIVATE) I --- WV — I — i LL — Pnv�xs _ — CSW — / m9rr�aenzcasMl. I�CONC WALL I I 12"MAGNOL I / / / / bo II"CHERRM` I / '1F I I I I7 DOGWOOD / J resee.a esnl. / ry Y'CD \ I \GpAVR. , / m / o / / \ 3�g LLI SSMH �S �\ of 35"HICKOjri \ \ \ \ \ / / I / / / 7 — — s� / / L WN TOP=372.9' OT/ t PESUNE i/C t o) am � �5 AVED PART 6"CE9HKF PORCH BENCH M T AGNO A �Q P\P 2000 M A R C H A N T \ I I I IoI \ \I \IULTI I 14 I o I projec t nameTMP78-21B SSMH WOOLEN MILLS, LLC &�TERLNE/ DB 5000-249 OP 6.36I #2010 DB841 429(10" PVC)<375 EMET fVA PACIFI C INVESTMENTS L PLAT LCIN72(8DROP) WOOD PE - client (LI ZONING) N 368� V.0 734'57 IN64.0' (10" PVC) c2088 UNION STREET, SUITE 1 DCHIMNVIRGINIAP z7 USAN FRANCISCO, CA 9413COMCASTBOX LIFT \, \ MAILBOX �c project addressOOy�ti"'FV \ uL 1 w s"n °MULBRY. a Lt7c 17CIMARCANT SEE V� IN: 0SSCox SSMH 9"MULB �9{H (FIR F / \ VEeC b 6 coz � T O\pg�N&— —-4__597 LT TOP=376.26' EDGEPAV7_ _ P I J F -projectnumber INV. IN=364.9' 2x3 G kht RW.J W\ TO\ Pl O3A75 YINV. OUT=364.4' 7y / ��✓ '�ER S vvuu OxM�E PI EUS ft — STRE ET CL—OSED— _ — // / FINAL SITE PL AN NU _Wj —WU 4" MALSNA� S OR�NMAIN(gPPRO) �WU project phase _Vqj CH MARK #1 OU GRAVEL ARKING S y M 8"MAPLE v-- SDMH WV TOP-374.31' WM MAY 19, 2022 IGOT LINE —370 issue date INV. WAY INV. OUT=362.9' W TMP78-21Q Iw 426 / GARAGE-1 STORY (Q,o = 2,178 GPM( _ _ _ _ _ _ _ - ---- w-- I aG SYLVESTER LAWRENCE, JR. & o o WARREN L. I' / / _EDGE GRAVEL I HERRING ILL DB 621-507 to -- BROADWAY ST. (END) ` r ` _ S� S —{ F PARCEL 'E° I ° Iw MARCHANT ST. (BEGIN) DB 542-568 PLAT / RF \_ \ i TMP 78 21 P _ LI ZONING I I \\ ALFRED B. SADTLER — _ _ ( ) /I SANITARY SEWER & WATERLINE SSMH \ RF / \ \c�9GF \ DB 4278-469 SSMHEASEMENTS L7 DB 342-197, 202 PLAT OP IN7372.4' (10" TCP) 37.4'\ FyT% DB 338-3 8 PLAT NOV. IN8385.7' (8" TCP) N.W. BENCH MARK #NCH MARKS — / (PUBLIC) V. IN=37 (4" CIP) ce INV. IN=386.2(8TCP) NORTH / DB 91 PLAT ' IRON ROD SET W/ CAP " ELEV =383.94' / � IN . T=371.2' (10"TCP) ALBEMARLE -WATER &SEWER (Li ZONING) CHARLOTTESVILLECITY-SEWER INV. OUT=384.5' (8"TCP) FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 FIELD CONTACT: BENCHMARK (804)550-7740 (MANHOLE DRY) BENCH MARK #2 / COMCAST DOM ELEC DISTRIBUTION IRON ROD SET W/ CAP ELEV=385.56' 800)441-6917 FIELD CONTACT: S & N (804)608-5640 / I CENTURYLINK RIVANNA - WATER & SEWER / 1 FIELD CONTACT: S & N (804)608-5640 FIELD CONTACT. TRAVIS GOODE (434)977-2970 EXT 204 / CHARLOTTESVILLE CITY- GAS TING FIBER FIELD CONTACT: DERECK PERRY (540)836-7686 CHARLOTTESVILLECITY-WATER 1. IV.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions EXISTING CONDITIONS sheet title Ll 02 sheet number 0 10' 20' 40' TMP 77-40E I I #1820 BROADWAY STREET I / iliY O� 0 10' 20' 40' ANTEC PARTNERSHIP V g DB 854-116 1 STORY METAL WAREHOUSE 4 ( w MANAGED STEEP J � Q x g 20 ARBORVITAE 1 STORY METAL WAREHOUSE PARCEL A - a TO BE REMOVED \ SLOPES, TYP. DB 693-352 PLAT ' w a t e r s t r e e t s t u i e H #1822 BROADWAY STREET Q ' '¢ = O ,o m END OF STATE MAINTENANCE SIGN (LI ZONING) K?o landscape architecture I civil engineering m o m R 5 0? 418 E Main Street 434.295.8177 Charlottesville, VA 22902 . 4"i06"ARBORVITAE ��CHE �3$l),..- m m 385 DIP / _ i :._- ; ::.._..-� -�-'_" X _ - 1� _ � - - 71, 0 'HKBR / a o o o e a e e e o 0 0 o / / 77� " I / _ - 28"HICKORY - / I / \ TREES TO BE \ 1 \ \ \NE "MAPLE / I I Y TH OF !� I REMOVED 1 TREES TO BE \ l \ - / / 5 / / / / / I I P f g O O �ITYGAS�A;R�X.) PRESERVED �C / ED GAG I U/C j' POPLA -� �l Alan G. Franklin EDGE P i. I Lie. No. 35326 28"HICKORY ,� t I I �T' ASH I W I HVACS I 0 10-21-2022 26 ARBORVITAE I o TO BE REMOVED WIN4 F TT EESAPLI GS Jg GMs Hvnc LAWN oVONAL 373\ 3�"SPRUCEI I I I l I rn �/ I I �.'' I / I frrs9su9•. I�a_/ -, CEDAR s.a<' I I I I 2�' GNOLIA professional seal HICKORY TO BE/ I / I sscozo PORCH s --- I I / I I I I- I / ^1 IRS - I 0PRESERVED +MnPORCH so MULE RRY I EUGENE RYANG _cw #2000 I g ¢ 1 _ 2-STY. S �\-BRCK ALE 20'VEPCOESM'T. project manager - MANAGED STEE I \ _ _ -- I - _ic I- - i SLOPES, TYf'. ¢ I \ PORTIONS OF 48" P6PLAR �� - -\- - - - \ O 1 o ea PORLN I - _ -� -� - _� ru/c I I I DB 564 50 iE395 4 - 20' CENTRAL TELEPHONE COMPANY 0 CG-6 I O PAVEMENT TO BE " I I i +Paa9s.or av< " %- /- - 7-- - -- --� f -- /-� VA.ESM'T. / ALAN FRANKLIN REMOVED/REPLACED � LIJJJ - r - GV� I (c\ o l f BR swALE/c DB 628 485W Vd� GRAEI ols TBR X - - ffE RP„�Mr+ RAw se, I Iproject team - PRIVATEY' wv csw III aP ORLH /- - - �vvexzizC wALL 11"CHER/ :E 7"DOGWOOD / r,xasewasrn,. I2"M NOLI I / / / ¢ / o 07 vacs%/ LTREESIOUTSI ID� 37S / M/ IMITS OF SSMH S TREE TO BE / / , �I /�BE PRESERVED TOP=372.9' \S RESERVED \ \ N ( / / / orHEs uNe IRF �. A TER / BO w00DVA THORv S \ \ \ \ PORCH \ V / BENCH M / /� -� / 2" AGNOIYA TMP 78-21B SSMH \ I I TREESTO'BE WOOLEN MILLS, LLC TOP=376.36' \ S ffH39661 REMOVED / & �TERLINE MANAGF�D STEEP DB 5000-249 NV. IN=364.2' 10" PVC J S #2010 TER EME / SLOPES, TYP. 2-STORY G / / / 5„ PE DB 841-429 PLAT N=368.7 (8 DROP)) 375 V z 1�@XWOOD / / I (LI ZONING) INV. =364.2 _ \ \ _ _ - vIRCINIA P E ESM INV.OU 64.0'(la'PVC) � � � uLTI t4 BL.15"H BRY S27°34'57" _ COMCASTBOX, h \ R ay d! e UFT DBL.1 U Y. _ / SI - \ CHIMNEY wM MAILBOX DB sv Pueuc' O nB,aa Ir OHU OHU ry . (Epunr M tRUNES y, CCGVTyCFgp7� In \ uL °I 9°/1 ° LBRY. z°cM O ti MARC ANI W EET -Ise e� \ l � q�Fs n 9'MULB PINV Ba.r toGEPAv v o coati see? SSMH EocERAv'T. DB4 3-592 LAT / MAI �• / P v'T / TOP=376.26'� 2x3 G T LET ��'�� INV. IN=364.9 V JTOP 375 8"T PB R..0 - INV. OUT=364.4 s \ � INV 374 Y- -W�-WH U' �" DIP PIREUS oX WU f�W\ `l_T j H -WH -mil IH W WU NE _ R.W.S �0"FOR FAIN( PP�OX.I WU f W TREES TO BE O MATE \ 1 I 4"MaPLESNAC� c STREET CLOSED / �Wd SDMH i v \ , . BENCH MARK #1 REMOVED HU / v M 8 MAPLE ,I EG vF l / 3 ti O GRAVEL�ARKING S I TOP=374.31' wv \ \ I I / / f _ 0 INV. IN=372.3' \.� W \ M - - I -- Count of Albemarle j - RICH OF WAY LINE y NV. OUT=362.9' l I \ CA W' \ ER S Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp 111-284-1 I1-297 for complete specifications) MANAGED STEEP SLOPES, TYP. 2178 426 GARAGE-1 STORY (Q(Q. - Q I I o TMP 78-21 Q I ) I. The following items shall be shown on the plan: �> SYLVESTER LAWRENCE, JR. & I¢ / ' GPM 0 Trees to be saved; Eo \ GRAVEL _I / WARREN L. HERRING 0 Limits of clearing outside dripline of trees to be saved); ( DB 621 507 N 10 0 Location and type of protective fencing;2000 M A R C H A N T BROADWAY ST. (END) r S -I RF PARCEL "E" I a 1 ❑ Grade changes requiring tree wells or walls; MARCHANT ST. (BEGIN) S SSSO \ DB 542-568 PLAT I 0 Proposed trenching or tunneling beyond the limits of clearing. project name RF \ TMP 78-21 P I O i C (LI ZONINGS I � \ �y � ALFRED B. SADTLER � � /I I / 2. Markings: SANITARY SEWER & WATERLINE SSMH IRF / Lc DB 4278 469 SSMH / 0 All trees to be saved shall be marked with print or ribbon at a height clean visible toequipment o operators. EASEMENTS TOP=377.42' \ \ l c4/p LOT 6, BLOCK A TOP=389.73' TEMPORARY BENCH MARKS - .l 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. VA PACIFIC INVESTMENTS LLC DB 342-197, 202 PLAT INV. IN=371.4' (10" TCP) 9'I'CF DB 338-308 PLAT INV. IN=385.7' IT TCP) N.W. BENCH MARK #1 client (PUBLIC) V. IN=37 (4" CIP) INV. IN=386.2' T TCP NORTH IRON ROD SET W/ CAP 3. Pre -Construction Conference: DB1579-591 PLAT I I 2088 UNION STREET, SUITE 1 IN T=371.2' (10" TCP) (LI ZONING) INV. OUT=384.5 (8" TCP) ELEV =383.94' 0 Tree preservation and protection measures shall be reviewed with the contractor on site. SA N F RA N C IS C O, CA 9413 (MANHOLE DRY) BENCH MARK #2 4. Equipment Operation and Storage: project address IRON ROD SET W/ CAP / / 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees ELEV=385.56' / / to be saved. 5. Soil Erosion and Stormwater Detention Devices: ---- / 0 Such devices shall not adversely affect trees to be saved. project number 6. Fires: 0 Fires are not permitted within 100 feet of the dripline of trees to be saved. FINAL SITE PLAN 7. Toxic Materials: project phase / 0 Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: MAY 19, 2022 0 Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. issue date 0 Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: / 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail / submitted for approval. / 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. / 11. Trenching and Tunneling: / 0 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. revisions / 12. Cleanup: 0 Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: 0 Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE� DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION C., v4'r5fwA., CGG REQUIREMENTS. s $ ZOz2 DEMO PLAN sheet title OWNERSI&NATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1/06 Page 1 of 1 L 1 03 sheet number I I TMP 77-40A BROADWAY CENTER LLC DB 4436-471 (Li ZONING) LU w u1 nag r P o Q�v U ,o C) rn Qo_ M 0100 co 11 iI I 9+80_ 1 �00 III III 1 II I 24.25' 11 ASPHALT PAVEMENT J 5'R WIDENING r---- (3) PARKING SPACES i II 1 I — 31 t- w 3 r � N C I m / Qoo 0co 91 WOOLEN MILLS I ( MIN. NO TMP 78 21B WOOLEN MILLS, LLC DB 5000-249 DB 841-429 PLAT (LI ZONING) I I 5' R I I FHA 11450 (Qz = 2,521 GPM) END OF STATE MAINTENANCE SIGN VDOT STD CG-11 ENTRANCE'A' (ASPHALT) I • I YI U ¢ o m VDO G-2, wl TYP - SIGN 25'R OkpO 49'R_�I \ 10+20 PERMEABLE PAVEMENT PARKING / (8 SPACES) W MAX. HT. CONC. WALL �A�n = 10+60 10, VDOT 7 TYP. CG-2, TYP�- �5' F 8 P LRKING PACE 1( CONC. WALK , 2CH, TYP S MS 3 MS 4 MS Lq LO TREES TO REMAIN, TYP. 390 370 O 10 a W 110 (n W C)0 n CO ( tiC')N Z j j°� W ZN w¢>� >~ �U w Z Co CO ro U� + O~ o w a O ¢ �O mZ a ¢ -- �m hw°m tiw 4.50- 6 - \EXIS ,��PR ING GRADE POSED GRADE ALTER CR DSS SLOPE OF BROA WAY ST p o ^ 'o ^ N V 01 a uJ M r, M O (1) M O 7 1n+nn 1n+An ENTRANCE PROFILE -'A' SCALE: 1"=20' H; 1"=10' V TMP 77-40E ANTEC PARTNERSHIP DB 854-116 PARCEL A DB 693-352 PLAT (LI ZONING) �� U C = AREA UNDER FUT;o C NSTRUCTION FOR INSTALLATION O PAM N � 0 ART SCULPTURE, TYP. I 32(//C HUACS ►M LAWN 390 390 380 380 370 370 #18208ROADWAYSTREF 10' (8) - AKER SPACES I 4.5' / 1 1 (648 ROSS SF) PORCH 1 1 72' W/ ESIDEN OVE _ �C� I I O ROSSSF) csw_ 1 - 5 (H 30') 1 I 2000 -� \ BRICKSWALE - _ - - -- - Q. zll MARCHANT Xo 11-------------- CONC.WALK n 3 oh (HT=49'j—----- - - - --- -U/� ADA RAMP U O11 2-STY. WIBSMT. �IIII J—---- - - - - -_ _ 5' o.x i O 1 fff3ezlreSA47, - - - - BRlCKSWALE O -1 m F- •x�J U hr I 1 DRAlN=3ft£B l O 4 PA KIN ACES '`,, \ Ok80 10' 1 10, La 10, 1 8' 1 8' 10, TYP Csw- J IIIII I O I,' CONIWAI1 MS 5 MS 6 ul �9 7// WHEELSTOP, TYP VACS LAWN O O 7T MS • / % 63' / / clorHESUNE / \ _ / CONCRETE U/C CONC. WALK Sy DUMPSTER PAD / AND ENCLOSURE O BENCH RK#2 18, TY 10 \ - 385.56 H�?3 MAIL MS7 MS8 _ 2010 10' MARCHAN 0D 9 M. w N Q } ¢ w LO 3 -Ou � '0 Zw r, ¢ �¢ j w m ZZ w� w O �m O a w 3 0(- + O ° 0'k EXISTING PROPOSED GRADE GRA E ^L L o ^00 OR LO �oLO �N M M O Cn O � m ch ch 10+00 10+60 ENTRANCE PROFILE - 'B' SCALE: 1"=20' H; 1"=10' V i J RAILROAD NOTE 80' RIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY AND TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY OMPANY DATED JUNE 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLI S WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE $U JECT AND ADJACENT PROPERTIES. n IRS / O / / ADJUST EX. DRIVE RKING�`i2ACE /°N VDOT CG-11 rf ENTRANCE'B' 1 LL _ _ _ _ _ _ _ _ _ _ _ IRS 159Z O O ° 10, CHIMNEY I� OHU O OHU OHU 18' _ 1CITY _ TYP. U EDc C / °N MARCHANTSTRE ANAGED STEEP �a�P I ° OHO (50' PRIVATE R.O.W.) SL ES, T P. GpP PER EABL / EDGEPAV7. DB 403-592 PLAT PAVE VDOT I °N ---- - - - - vz - - - - - PARKIN CG- , YP ONE / RR. CROSSINGp BOX O - - - (8 SP ES),R\ P EUSST. \ / O c STREET CLOSED O I VEE / � \ � ONO (4) PARKING SPACES EDGE I I � O \ \ ONO RIGHT OfWAYLINE / RF \ _ / GRA FEL PARKING l TMP 78-21Q r a W SYLVESTER LAWRENCE, JR. & / _;k- 00 FHA10121 \ _ _ ADCEG,?A—V - - - - -L WARREN L. HERRING lae (Q. = 2,178 GPM) GARAGE -I STORY DB 621-507 W (� PAVEMENT IMPROVEMENTS PARCEL "E" (NEW ASPHALT) DB 542-568 PLAT BROADWAYST. (END) \ G' (3) - PARKING SPACES MARCHANT ST (BEGIN) (9' X 18' MIN.) (LI ZONING) J F TMP 78-2IF h� �• - r�L7 ALFRED B. SADTLER I DB 4278-469 / LOT6, BLOCK DB 338-308 PLAT DB 1579-591 PLAT (LI ZONING) I r IRS 390 370 O GF� o P Q 14, / R\G I-Q / D8 342- IR3 PLA T D8542-568PLAT U DB 335- --SOB PLAT .0,D9 335/36 PLAT i i / G��0� . R� / %4� / 01 9y/FF / / �1- 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295-8177 Charlottesville, VA 22902 q�1011 OF off'` vr�C t CO %. Alan G. Franklin 1114 Lic. No. 35326 0 10-21-2022 4v, ��IONAL professional seal EUGENE RYANG project manager ALAN FRANKLIN project team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions LAYOUT PLAN sheet title Ll 04 sheet number STORM STRUCTURE SCHEDULE STRUCT. # STRUCT. TYPE RIM ELEV. INVERT IN INVERT OUT PIPE DESCRIPTION A3 VDOT STD MH-1 383.20 375.90 375.80 59.50 LF OF 12" HDPE @ 0.67% A2 VDOT STD MH-1 384.00 375.40 375.30 42.00 LF OF 12' HDPE @ 0.71% VDOT STD ES-1 375.00 -Al B2 2' x 2' NYLOPLAST CURB INLET 385.96 - 383.00 98.00 LF OF 12" HDPE @ 2.04% Bl 15" NYLOPLAST BASIN W / SOLID TOP 384.10 381.00 - ALL STORM PIPE TO BEADS N-12, (DUAL WALL) HDPE, OR EQUAL, CLASS III RCP, SCHEDULE 40 PVC, OR SDR-25 PVC PROVIDE VDOT STD IS-1, INLET SHAPING, ON ALL STORM STRUCTURES H- w LU F- _ I N n_ r 0lo Q�� S QCL co TMP 77-40A Ow - BROADWAY CENTER LLC I 79.25BC °O DB 4436-471 c� (LI ZONING) I 79.25 IP RAINGARDEN III III -0 I _ III ASPHALT PAVEMENT WIDENING (3) PARKING SPACES I h �u I 79 373 �) I w - - - i II I I/ //// / r w a` I� • Q o o I _--_______-_ _ � I WOOLEN MILLS 24" DROP -IN NYLOILAST bbME GRATE ON 10" PVCISTAND�PIPE I W/ 24" INCREA�FR \ 7 .30B wv� RIM 380.75 -W W -W / - INV. TOP OF STOR ANK - -------�G4:__ FHA I "" (Q.=2,521 GPM) END OF STATE MAINTENANCE SIGN VDOT STD CG-1 1 ENTRANCE'A' (ASPHALT) 82.00TW 84 OOTW 1.00BW 81.SOBW 390 370 ¢y ¢ OOVMM000 ¢ L NOD wO�J ,M O94"i2 0, f7 vj }com }AMM ti Z>_ N > >N>_ EXISTINGGRADE PROPOSED GRADE 59 50 LF OF 12' 42 LF OF 12" HDPE @ 0.71% 10+00 STORM DRAIN PROFILE - "A" SCALE: 1"=20' H; 1"=10' V -PERMEABLE PAVEMENT PARKING I STORYMETAL WAREHC (8 SPACES) ROADWAYSTk STORM/BMP 4' MAX. HT. EASEMENTA UND CONIC. WALL PAVERS, Ty . ' DRAIN - . I .. OT _ �I Ai;MAINTENA • I�®' -•• W -D• •�- �^\IPA! I , c MS 4 �j�11.1iCn. FEE FEE FEE FEE I li" MINE ®�RiN,n:G-G-®N►Nit�ill7�'NW�1tiT °r °�`' t1lh�Iil�lhlTiovh73f�Ti�1�1��1�►�7�L"•� � /WIINIIIINN:1"r.'nT•9NYII/I IN�:rTnn�n�NIWJA1 . -3 VDi s0 15" NYLOPLA?T1 IN LIJE _ TYP SSMH �S B1 MANHOLE I I TOP=372.9' 11 N. 3384.10 S N 81.00 (12") STORMTAN TN \ la- INVDOT MH-1 S s RIM 383.20 S\\ I wo INV. IN 376.60 (2 - _ \ INV. IN 375.90 (4") \ S SSMH INV. OUT 375.80 (12" S 8�'TRE CH- TOP 376.36 ADJUST EX. D \ DRAIN _ INV. IN 364.2 110 PVC) VDOT CG-11 INV. IN 3687 18" DROP) E RANCE W 1 \ INV. IN 364.2' EX. MCAST \ INV. OUT 364.0'(10"PVC) BOX TO BE RELOCATE Q TMP 78-21B SSMH WOOLEN MILLS, LLC TOP 376.26' DB 5000-249 INV. IN 364.9' T E DB 841-429 PLAT INV. OUT364.4' PR TE TION 4 LI ZONING) TOP 3 (O) TOP 74.31' INV. IN 372.3' INV. OUT362.9' -f J. -WJ-Wj-W% R. W.S.A. 60FORCEMAIN(APPROX.�1 � \ MANAGED STEEP SLOPES, TYP. REMOVE DI AND REPLACE WITH VDOT STD. FES \ INV. 374.80 So VDOT STD. FES L!L1J INV. 375.00 so VDOT MH-1 t' LL2J RIM 384.00 INV. IN 375.40 INV. OUT 375.30 BROADWAYST. 1EP. , MARCHANTST(BEGIN) 1� 0 I\ 1 O a �I �O:O:O:O � O O OaIDI�D0:0:00:?/e $��i�7 ` •�� a'1 C • D- r_ MS G FFE 85.50 17 EM MS FEE 86.00 RRD PROTECTION 9JdJ ' - 0�� 'W i y�ypiE/Rl� w � 1CP_AC SAS- / \ F 28' SANITARY SEWER 8 __�' I n<� WATERLINE EASEMENTS DB 342-197, 202 PLAT (PUBLIC) SSMH Ili TOP 377.42' INV. IN 371.4' (l0" TCP) INV. IN 372.4' (4" CIP) INV. OUT 371.2'(10"TCP) I DIP REPLACE EXISTING 4" SS LATERAL WITH 6" PVC SAN. LATERAL AT EX. ACSA SSMH INV. 372.40 TREES TO REMAIN, TYP. MANAGED STEEP SLOPES, TYP. TMP 77-40E ANTEC PARTNERSHIP DB 854-116 PARCEL A DB 693-352 PLAT (LI ZONING) 11+00 390 •M • 370 co QO7OQZ �C �� ¢ coQ� 0_,Z 0, � L MC,.00 No-m M M z N O z U W O >> ZO EXISTING G ADE N N PROPOSED GRADE 390 Z N 390 380 380 C--- 98 LF OF 12' HDPE @2.4% 18"S RMTA370 O6.00) 370 10+00 11+00 STORM DRAIN PROFILE -''B" SCALE: 1"=20' H; 1"=10' V #1820BROADWAYSTREET J RAILROAD NOTE WRIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY AND TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY OMPANY DATED JUNE 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLI S WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE $U ECTAND ADJACENT PROPERTIES. 85.50BC-Xf1IKfCNt7cVt'"5 X- (8) TO a"AReoRVITAE -380� 0"CHE / 89• 28" HICKOR 8 5BW \ / / U C=AREA IJN/DER O�6MAPLE FUTURE NSTRU�TIONOR INSTALLfION 4MA E VTLION C. ULPTU GtPjI 54.7325J BCASH28HICKORY / H✓ACS I 89: OTW / 85 50BW / \I LAWN GMS HVACZ 4- F TRREE SAPLII�IGS I I OI I ( 24" ST ANK I / -- V S 76.OTENTIOt n l I I I I I I I 03�'SPRUCEI I I 2 NITS) (8) - (AKER SPACES OI 11 I I 2I'MAGNOLIA I I / I I 1IRS (648 ROISS SF) 0ssco PoacH I W/ ESIDEN OV� I I III I q I I I I I ' l 30'�ULBEkRY_ I (3 SS SF) csw- - \ Soso - - - 1 2000 (H = 30') _�_ _ _/ MARCHANT gTri ¢ 48"PbRLAR x\I 1;- ----- - � 0 � I I I o N (HT = 49') \� � �� 20' vEPco esM r. o. - 87. U 2-STY. w1 SSM T. �- - 1� . I 1 fff39S W' - - - - - - J - f r - I DB 564-50 (PRIVATE) a l / i - - - - BR/C WACE� - - - U/Q 89.00 W STE* Q � ICI 1 ffE387Li8SMT,+ � aAw=38s8 20' CENTRAL TELEPHONE COMPANY OF VA.ESMT. / C osw IIIIII I ' V DB 628-085 (PRIVATE) - - - I,1C0Az/1 L1 � 0 11"CHERR Q P MS 6 0 8k / FT VACS HEELS�OP, TY GAS FEE O'" 87.00 ���///� / - - i / / I LAWN l l l / :' O / / o \ 50'R.O.W. OTHESLINE BO WOOD CON ETE f v h / / OB342-193PLAT CONC. WALK I iJi'PSTER PP,D !lC �l /l / / r o ND ENCL SURE l / / DB542-56BPLAT 87. 0 90.50 / - 391 , / FRENCH 2 / /� // / l f U/ / " 9 HK / �' 2" AGNO A (��> O 3 / DB335-I�PLAT 2010 MS 8 MARCHAN i 1 / / // ONV/ O � , FEE 87�50 91 68 / 6' PE 8"C R / / �• /ON OR�Py 9 / z -0, , : o✓ CHIMNEY' .ti OHU_ w,V oily / ONU J1J 30 �� C i 0ssc0 MAR�I I AGED TEEP s v\ VEp8�6 (0' PRIVATE 403 592 B'O W;) / I l %~ / [ ES, T PP/. B ONU (PRVATE) EocEPAV'T. ) � R. CLMA/N�PPRQ// r _ f v. _ _ P A WA - - P. CRO ~ ox \ _ - - - MVNI 8 I\ 1 P EaS PLE O \I VE�4-MAPESNAC c ` STREET CLOSED / / _ \\ I I 3 / --------- \ \ S wvwv (4�PARKING SPAQES` wM� S coT I / RIC OFWAYLINE -, I lRF J -370 GRA LEL P RKING TOP 389.73 � I FH w / INV. IN 3 85.7(8 TCP) N.W. I INV. IN 386.2' 18" TCP) NORTH TMP 78-2 IQ INV. OUT 384.5' (8"TCP) SYLVESTER LAWRENCE, JR. & / a (MANHOLE DRY) / O O' FHA 10426 WARREN L. HERRING d clz� 115 / / e GARAGFI STORY DB 621-507 J 1(Q� = 2,178 GPM) 4, N 4, PAVEMENT IMPROVEMENTS PARCEL "E" a IW _ (NEW ASPHALT) DB 542-568 PLAT I/ (3) -PARKING SPACES (LI ZONING) /I I (9' X 18' MIN.) TMP 78-21P __L7 - ALFRED B. SADTLER DB 4278-469 Ir LOT 6, BLOCK A DB 338-308 PLAT DB 1579-591 PLAT (LI ZONING) 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 �PLTH OF °� vf�cr G y Alan G. Franklin Lic. No. 35326 w .O 10-21-2022 W. .n Z ��IONAL ti��� professional seal EUGENE RYANG project manager ALAN FRANKLIN project team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions GRADING PLAN sheet title Ll 05 sheet number i I I I I I I waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I I N �PLTH OF L Alan G. Franklin Lic. No. 35326 w O 10-21-2022 W 41 N I s Cs~ LOADINGDOCK SI ON A L N w I r RAILROAD NOTE w FHA 11450 TMP 77-40E 80' RIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY AND professional seal q (Qx = 2,521 GPM) ANTEC PARTNERSHIP TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY OMPANY DATED JUNE PERMEABLE PAVEMENT TREES TO REMAIN, DB854-116 30,1916, AND LAST REVISED JULY17,1978.iHIS CONFLI SWITHFIELD END OF STATE r O o. PARKING /STORYMETAL WAREHOUSE � MAINTENANCE SIGN TYP. MONUMENTA710N AND PLATS OF RECORD FOR THE $U JEC7 AND ADJACENT EU GEN E RYANG Q (8 SPACES) ROADWAYSTR PARCEL A #182DBROA rSTREET PROPERTIES. QVDOT STD CG-1 1 DB 693-352 PLAT I STORYMETAL WAREHOUSE J j project manager w ENTRANCE'A' 4' MAX. HT. (LI ZONING) Q Q - CONC. WALL / TMP 77-40A O o (ASPHALT) ALAN FRANKLIN BROADWAY CENTER LLC m I D 4 1.�+ \ a s A project team DB 4436 471 385 - ,---t- "-.-_ - TO —3B0 (LIZONING) ( IP lPF E :" X = x EffATMMLiAKfE x— — — — oAs� 7R — — AF v / HE, .— A �� Sy 28"HICKORY C9 T ADJUST CITY CAS (4) $' WAR�R I OM w U C=AREA UNDER Ju l / C NS7RU iION FOR INSTAL ON MAPLE s D w FUTURE III II ATER,TY VDOT �� P VTLI- I � — — 0 ARiSfCULP7URE,TYP. 41MA9E MTERS P. i / CG-2, TYP ��J CX ,C— U/C �J'POPl / ASPHALT PAVEMENT h 4 @ 3.5 �� `� C4 5III J WIDENING — h� _ � Gl G�ASH' I (3) PARKING SPACES _ _ — — — — — O 28"HICKORY _ -- Nvacs 1,750GPMREQ.�FIR LOW Ir — — — — -- — — I - 000 SF, TYPE V-) LAWN 4- F TT EESAPLI GS j 7 I�wLI I I 5. \ CON .I WALK °uMs Hvnc® 3-3 I I 5 MS 1 MS C P MS 3 MS 4 I I I I I I I I O 3�, SPRUCEI I I I (8) - AKER SPACES " S.S LAT. I I 2 I I l I I 1 /RS ly (648 RO SSF) OSSCO PORCH I I'MAGNOLI O / W/ ESIDN OV�---CSW_ I I I I 2000 q 30"MULBERRY(3 SS SF) I �y (H = 30) . J 1 I MARCANT o I /L Qoo BR/CK WALE 48"P(JPLAR z11 X` C M 1 6' CO C. WALK 3 16 1 I to (HT =49') 11 M 6'`�, 20' VEPCO ESM T. I \ � ` Q _ A'DA RAMP I U ` O MINI 2 STY. W/BSMT. "' /� I I � / WOOLEN MILLS I I \ ( I Z. J .V7,1704' \ / BRIC SWALE U%C 2DB 0'CEN50(PRILEPH / o O 1 EEE e n'aswT+ -Owl I h J/ J �` 20' CENTRAL TELEPHONE d1 °� U J� I 1 RA/N=aesB 1 I l / f L F VA. ES T / G W W W wv dl — — / COMPANY Q _ csw I I V DB628-485(PRIVA7EJM y\\� AH'\ 6' --1_ w ---- / CON I A[[ I I I2"MAGNOLI I / / / /� / oll CHERR _ o or I/ HEELS OP, TY a: G w vncs w SSMH35"HICKORY / GS 3,5 L WN O / i0P=372.9' A / --7 � / i / I OTNESONE BO WOOD CON ETE /Cf 50'R.OW. DU""..� ✓ / t U ti , / D9342-IR3PLAT r��STER P,yr, / � / �� f AND ENC�BENC // / DB54256BPLAT SC r 391 H GNO/A 9 HK �1 U�,/ DB 1007-508PLAT 2000 M A R C H A N T VA ..; DB335-136PLAT project name p \ / MAIL / i I 4' S.S. LAT. y SSMH S / d �� 2, P MS MS 8 MARCHAN / - / pNV/ E I VA PACIFIC INVESTMENTS LLC i0P376.36' ADJUST EX. D \ � J � � � I � MS 9 1 / / � � � � � J � y\'A� INV. IN 364.2' (10" PVC) VDOT CG-11� 'I A I 5" P U -g^ C R OH client INV. IN368.T(8"DROP) E RANCE'B' , \ LTI14 o q INV. IN364.2 \ _ ; _ � — / � ;_ / / / � � /R � R\G�j �� 2088 UNION STREET, SUITE 1 %. ' 1 OHU / INV. OUT364.0'(10"PVC) 8""'T 'PP "- SAN FRANCISCO, CA 9413 SLEEVE, LVE, & \ ONU / v �ti�oF9�o� project address TMP 78-218 SSMH FHA (Q,��91 GPM) � � ( 4 _-- ADJUST EX. WOOLEN MILLS, LLC TOP376.26' AA �o �� / WATER METE �i O�� Q MARCH �p /`� ( 0 ssco AGED TEEP R 9P F DB 5000-249 INV. IN 364.9' �P 6 d'� VOIC - b s co �— (50' PRIVATE R. W.) / / // ES, T P� GpP �` / DB 841-429 PLAT INV. OUT364.4' \ PAVEEABL N� �PRIVAIE) EDGE PAv1 DB 403-592 FLAT R CL MAIN PPRQX./ / / project number (LI ZONING) TOP 374.31' \ } ARK[ VDOT SDMH r v'. _ INV. IN 372.3' "��� T ( SP ES) CG-O Nd� J —W J —W J J 8' / A WA 1 P EUS� \ c INV.OUi362.9' -✓ W J �W —W J J —WJ —WJ SSA (5) -8' WATER S W \ \ I 1 4 MOPLESNAc� �) STREETCLOSED / - _ _ _ FINAL SITE PLAN —VVJ—WJ—WJ—Wd—WJ METERSS� M \ ------ -- ----- ---- project p ase R.W.S.A.60"FORCEMAIWAPPROX.J - \ v \ BEXCHMARK#1 J wv (4) PARKINGSPA&S` 1 \APLE ° 1I\I G vEl / a / h M3,374— pGE _wv o / v Wes, 1 1 O MAY 19, 2022 cOT — — I * R/GHnnOf WAYL/NE J — — — —370 — — S lRF J issue date GRAVEL P RUNG TOP 389.73 I FH / INV. IN 385.7 (8 iCP) N. W. o I c \ — WATEDOM/ INV. IN386.2' 8 TCP NORTH TMP 78-21Q " y WATER TYP. (�� ) ----______ W-� INV. OUT 384.5'(8" TCP) SYLVESTERLAWRENCE,JR.& ! �'�le / /----------- / yyA1ERl / — / o (MANHOLE DRY) / O O FHA 10426 - - g°pIPAz"Z�\ I � WARREN L. HERRING � � SAS' S �%� T `FocECRAvr TAP 8" o (Qo=2,178GPM) ESN \ �S J, rrp A / 1 GARAGE -I STORY DB 621 507 J h O vy S i WAT RLINE W " 1 g _( — — PAVEMENT IMPROVEMENTS PARCEL "E" I a W / (NEW ASPHALT) DB 542-568 PLAT / BROADWAY57. (END) \ � G� — — — I MARCHANTSi BEGIN \ \ ?'yL (3) - PARKING SPACES — (LI ZONING) /I (BEGIN) (9' X 18' MIN.) 1. 10.22.2022 -FINAL SITE PLAN REVIEW COMMENTS TMP 78-21P revisions 28' SANITARY SEWER & I F ALFRED B. SADTLER / WATERLINE EASEMENTS DB 4278-469 / D8 342-197, 202 PLAT I LOT 6, BLOCK A 7 (PUBLIC) SSMH TOP 377.42' DB 338 308 PLAT / INV. IN371.4'(10"TCP) DB 1579-591 PLAT INV. IN 372.4' (4" CIP) (LI ZONING) / INV. OUT 371.2'(10"TCP) I / UTILITY PLAN I / / sheet title 0 10' 20' 40' Ll 06 sheet number I I N N I � I N N I I I wou N Q Iq Qo`0 TMP 77-40A O� I BROADWAY CENTER LLC 00 1 I D LANDSCAPE CALCULATIONS Tree Canopy Requirement: 10% of Total Site Area Total Site Area 59,265 Square feet Gross Site Area 59,265 Square feet I Rec. Areas 0 Square feet I Pond Area 0 Square feet I Wetland Area 0 Square feet Required: 5,927 Square feet I Tree Save 25,000 Square feet I Canopy Bonus 6,250 Square feet I Proposed Trees 2,144 Square feet Provided: 33,394 Square feet Street Trees Requirement: 1 Large Shade Tree (1 112" cal.) per 50 Linear Feet of Frontage Linear Feet Street Frontage: 150 Required: 4 Large Shade Trees Interior Parking Lot Trees Requirement: i Large Shade Tree per 10 Parking Spaces IParking Spaces: 26 Required: 3 Large Shade Trees Provided: 3 Large Shade Trees Interior Parking Lot Landscaping Area Requirement: 5% of Paved Parking and Vehicular Circulation Area shall be Landscaped with Trees and Shrubs 6,900 Square feet Parkin Area: Required: 345 Square feet Provided: 1,042 Square feet Screening Requirement: Parking ares consisting of four spaces or more shall be screened from adjacent residential or rural districts. Provided: Not Applicable FHA 1145C Provided: 4 Large Shade Trees (2 existing + 2 proposed) TMP 77-40E (Qp=2,521 GPM) PERMEABLE PAVEMENT ANTEC PARTNERSHIP �END OFSTATE PARKING /STORYMETALWAREHOUSE TREES TO REMAIN, DB854-116 MAINTENANCE SIGN (8 SPACES) ROADWAYSTR TYP. PARCEL A VDOT STD CG-1 1 DB 693-352 PLAT ENTRANCE'A' 4' MAX. HT. (LIZONING) (ASPHALT) CONC. WALL (24) TO -_--E[ELAOX-385 (8)EX. XARBORVITAE.4 -- #18208ROADWAYSTREET LANDSCAPE NOTES: 1. ALL LANDSCAPING SHALL BE INSTALLED BY THE FIRST PLANTING SEASON FOLLOWING THE ISSUANCE OF THE FIRST CERTIFICATE OF OCCUPANCY WITHIN THE DEVELOPMENT, OR PHASE THEREOF. 2. ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR PROPERTY OWNER'S ASSOCIATION, AND REPLACED WHEN NECESSARY. REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. I LOADINGDOCK J RAILROAD NOTE 80' RIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY AND TRACK MAP FOR THE CHESAPEAKE AND OHIO RAILWAY OMPANY DATED JUNE 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLI S WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE $U JECT AND ADJACENT PROPERTIES. x O � I 4' I Q M waterstreetstudio landscape architecture I civil engineering 418E Main Street 434.295.8177 Charlottesville, VA 22902 �PLTH OF °� vf�cr � 9 Alan G. Franklin Lic. No. 35326 w 0 10-21-2022 Fv. professional seal EUGENE RYANG project manager ALAN FRANKLIN project team DB 4436-471 _ — — _ - -- -- - __ - - - - 385 (Li ZONING) I lP E - - _ _ - X X CG u (STREET TREE) — / I O <n , C Q H R CG 1 ( (P RKING)Ill HICK F— UC= AREA IJ�JDER �EX.50"RED w� cn 1,5003SE,INTERIOR'RARKING�I I FUTUR / C NSTRUCTIONFOR INSTALLATION MAPLE / (STREET TREE) > I C a LOT LAN PE ARC _ EX. 4'MAPL DOT P V ION i0 ARTSCULPTURE,TYP. EX. (2) PROPOSED III 0- O O I I _ I C -2 T P (HATCHEDAREA� X / 30"I STREEFTREES III - N—��/J�C , r �I U/C / POPLAR ASPHALT PAVEMENT h J I I EX.28 U I G�� / WIDENING — h� T \I HICKORY O (3) PARKING SPACES I \ I J 1 O HYACS 1 / EX 7 LAWN ASH % I1 I CONq.l WALK I o GM'S Hvnc® I1. 373 I I PORCH, P I (� I I I d O / w MS 1 MS MS 3 MS 4 I 25 000 SF EX. I .30" ? -\Sol U�l O I I C OPY PRESER ED / ti rQ N I �- j f 8 AKERSPACES o N I I ISFADEDIAREA) SPRUCE�ORVVA O s ( ) O SPRUCE IRS _ l I �wa �`� � 2 cs I I l )- I I 648 RO S SF — —°SSco I I X. 300 > o I z W/ ESIDN OV� L I I EX. 2 I I I I I f I / a ( / i p (3 SS SF) — — csw_ 1��� 2000 MAC /Lt �� MULBERRY Q10 o I) �g ( 30') >< — \ _ / — BRICK WALE I --� — _ I I MARCHANT o I f A C. ---- — — — — _ — — — �C` - CO C. WALKHT _ 20 VEPCO ESM i. WOOLEN MILLS / ���-srr.w/asMr. J—�-- __(__ U TEX. 48" � �EEE39saa \ — — � — — � — — / f r — I DB 564-50 PRIVATE / • / — — BR/C SWALE t LU/4 / 20' CENTRAL TELEPHONE I I \ / I I �dlPOPLAR EEE,levnestitr.. I _ /0 / COMPANY OF IVA ESM'i. wv _ (,1 ) EX. �„ (2) EXISTING W W — i dV �` / csw_ , I I 1 � I E • 2 � RBO VITAE � I � , U DB 628-485 (PRIVATE) STREET TREE / i 91 fCon wA[[ I M�PGN )LI / EX — — — — — —CP-3-L I o D R \ MS ( MS 6 m �90.r l/ �j EXJ1„ — _ _ — —3j5 \� NI VdQ G 2 ° \ I o w vn s /1 / /WHEELS OP, TY I Q • \I _ TY I (3) CIF AWN Q O / SSMH �S I �� / EX. BQ/XWOOp TOP=372.9' OTNESONf !�C 50'R.O,W. CON ETE v / OB342-193PLAT ING) (1 ) V CON . WALK I � DUMPSTER Pyer / \ / 11 / 391 a 9NDENCL SURE v X / / DB1007-508PLAT \ \ ) V V / BENCH K 2 DB54256BPLAT \ \ / ARKIN ) m // / / / —/� / / F{ CKBERR�� 2000 MARCHANT S 1 ) VD O \\ EX. 2"/ project name OT MAIL (9) TO/ 2 / Ei . 5"�E N MAPNOLIA / .00 y DB335-136PLAT 2010 / / SSMH S E . 8" CHE RY O MI (a) cs — / / yvl� VA PACIFIC INVESTMENTS LLC 2 P MS MS8 MA2010 I / NV/ E iOP376.36' ADJUST EX. D \ / / X. 7"OCUST INV. IN364.2'(10"PVC) VDOTCG-11 r SON / OFJtP client INV. IN364.2'INV. IN 368.7-(8"DROP) E RANCE'B' 1 \ E . 14 r — 9 / / / / RS J RAG% 2088 UNION STREET, SUITE 1 T ; \ ! �— -0 �,: _ s, Hu�C 0- uEP r_ OHu - _ wv / SAN FRANCISCO CA 9413 INV.OUT 364.0'(10"PVC) F4CKBERRY �% CHIMNEY / -gip_ D %�� v Gti�''-s,P� / project address TMP 78-218 SSMH WOOLEN MILLS, LLC TOP376.26' TA/ LE)c I d� �w T/`� (Q osrc0 AR H AGED TEEP I JpRa�P DB 5000-249 INV. IN 364.9' / �P 6 / CIA) coocePnv�. (5�0'g 403J TE R O.W.) / ry / ES, T P� F / project number DB841-429PLAT INV. OUT364.4' \ PER AVE ON (P A J J 403592fJLAT/ l R / C MAINfAPPR X./ / LI ZONING SDMH VDOT— ( ) TOP 374.31' \ PARKIN CG_ _W 1—WJ 8 / CROS�ING INV. IN 372.3' ( SP/ ES) ' \ 1 P EUSSx \ Q- INV. OUT 362.9' -✓ J�V1 J Vv; V`/H WJ S W � � \ 1 STREET / FINAL SITE PLAN —VVJ—VJ�—WJ—Wd—WJ �39s\ \ S M I o \I\I DG V O / 3 /�� ------ ------------ project phase R.W.S.A. 60 FORCEMA/N(APPROX.J - vv B "MARK#1 v \ 1 G wv (4� PARKING SPACES` \ — — _ _ - — GRAUEL c R1 7� FWAYL/NE F —370 issue date 2022 MAY 19 Ot';U � � � or � GH O / lR J \ r�/V �� - - W 5 P RANG TOP 389 73' I FH \ — — j I \ INV. IN 385.7' (1 iCP) N. W. o I EY w-- INV. IN386.2' (8"iCP) NORTH TMP 78 21Q a IW A ----------- \ " S I I \ I / INV. OUT (8" TCP) SYLVESTER LAWRENCE, JR. & 1Q / / _ _- - yyA (MANHOLE DRY) O C FHA 10426 - 1,500 SF INTERIOR PARKING g°Oil Z �r T - WARREN L. HERRING �� 1� / / E, 5 0SA5 S �% `EOGEGRq�[ -- o (Q�=2,178GPM) LOT LANDSCAPE AREA �� / T A I GARAGE -I STORY DB 621 507 W N I° (HATCHED AREA) 7 —i PAVEMENT IMPROVEMENTS PARCEL "E" I a (NEW ASPHALT) DB 542-568 PLAT O (BEGIN) (9' X 18' MIN.) I /BROADWAYST. (END) G 3 - PARKING SPACES — MARCHANTST\ ��� — (LIZONING) /1 \ F 25,000 SF EX. CANOPY PRESERVED \ �� TMP 78-2IF P L A N T S C H E D U L E l. 1 022 -FINAL SITE PLAN REVIEW COMMENTS (SHADED AREA) ��O revisions 28'SANITARYSEWER & I F ALFRED B. SADTLEF QTY. SYMBOL Scientific Name Common Name Size Spacing Root Notes 10 Yr Canop Canopy Tota WATERLINE EASEMENTS DB4278-469 PROPOSED SITE TREES D6342-197,202PLAT I LOT6, BLOCK 4 CIF Corpus f lorida 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 496 (PUBLIC) SSMH i0P 377.42' g g Hickory DB 338-308 PLAT 2 CG Carya labra Pignut Hicko 2" Cal. As Shown B&B 61 122 INV.IN371.4'(10"iCP) DB 1579-591 PLAT 4 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 1,196 INV. IN372.4'(1CIP) (LIZONING) 33 TO Thuja occidentalis'Emerald' Emerald Green Arborvitae 7" Ht. 4.5 0. C. Cont. 10 330 INV.OUT371.2'(10"iCP) I Total = 2,144 SHRUBS LANDSCAPE PLAN sheet title 36 CS Cornus sericea'Cardinal' Red Twig Dogwood 3 Gal. 3' 0. C. Cont. 16 VD -A Viburnum dentatum Arrowwood Viburnum 3 Gal. As Shown Cont. 16 VD-B Viburnum dentatum'Blue Muffin' Blue Muffin Viburnum 3 Gal. As Shown Cont. 16 VD-C Viburnum dentatum'Christom' Christom Viburnum 3 Gal. As Shown Cont. 0 10' 20' 40' Ll 07 sheet number z a w w WHEREv PLAN APPLICABLE 1 Y4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 5' O.C.; TYP. OR AS SHOWN PER PLANS n X DJG )e'X XX eX° eX ,X 0 0 SECTION 1 SIDEWALK L108 SCALE : NTS 12 SERED KING °D 4" 2" R NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 10 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE T' SURFACE NOTE 4 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CUR I BASE.= 4. THE DEPTH OF CURB MAYBE REDUCED AS MUCH AS 3' (15' DEPTH) OR INCREASED AS MUCH AS 3" (21"DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE G - SUBBASE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT 6' JOINT 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 L108 SCALE : NITS TROWELED EDGE; SH; TYP. %z" EXPANSION JOINTW/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 WWF 6" X 6" W1.4 X W1.4 W/ 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" PENALITY FINE PLACECARD REQUIRED BELOW PRIMARY SIGN SIGN MUTCD R7-813 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 3/8" 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 L108 SCALE : NITS 3 ASPHALT PAVING L108 SCALE :NITS 2"x2"x6' MIN. HARDWO( STAKES. USE 2 STAKES F TREE AND SET OUTSI ROOT PACKA, 3" DOUBLE SHREDD HARDWOOD MUL( TAPER AT TRUNK. MUL, 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 1.5" VDOT SM 9.5A ASPHALT WEARING COURSE 4 DUMPSTER PAD L108 SCALE : NITS VDOT CG-2 CURB NO. 9 AGGREGAT 3" VDOTBM-25 ASPHALT BASE COURSE IN OPENINGS AQUA-BRIC TYPE 4L 6" COMPACTED VDOT 21A STONE BASE CONCRETE PAVERS 3 8" MIN. THICK COMPACTED SUBGRADE 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 5 8)I TREE PLANTING L108 SCALE :NITS REINFORCED CONCRETE SLAB; i00 MIN. PSI., AT 28 DAYS FINISH MATCH TYPICAL SIDEWALK COMPACTED VDOT #21A STONE BASE - IR RECYCLED CONCRETE EQUIVALENT) i% COMPACTED SUBGRADE; =MOVE ALL ORGANIC MATERIAL CONCRETE CHEEK WALL STEEL HANDRAIL -POWDERCOATED (BLACK) TUBE ,OR EQUAL, ON BOTH SIDES OF STAIRS F_ F- �a 91, #3 REBAR IN NOSING -TYP. a I1 `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 PAVER SECTION 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, d a — �I IIIIII1 I IIII 6 CONCRETE STAIRS L108 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. CONC. STAIR COMPACTED AGGREGATE BASE COMPACTED SUBGRADE zOJ HOLE FULL THICKNESS 2141 4" 2- #3 REBAR 8 !.tz' 0 4" 2„ TOP VIEW 12^1 5 1" 321 z 2„ 5 �' 1„ g 1„ � i� 3q z „A„ SIDE VIEW SECTION "A" ENLARGED 7 CONCRETE WHEELSTOP L108 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 L108 SCALE :NTS 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 waterstreetstud 10 landscape architecture I civil engineering 418 E Main Street 434 295 8177 Charlottesville, VA 22902 TH Op w CO ff7 Alan G. Franklin Lic. No. 35326 w 0 10-21-2022 . LT ONAL professional seal EUGENE RYANG project manager ALAN FRANKLIN project team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions SITE DETAILS sheet title Ll 08 sheet number NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS 2500 P.S.I. CONCRETE ;, BASE AND THRUST :r'• BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. RESTRAINED JOINT FITTINGS a" X a" TEE NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 TD-8 1 FIRE HYDRANT ASSEMBLY L109 SCALE : NTS 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 JILJRIVII/11V IV MODULES 5 STORMTANK SECTION L109 SCALE : NTS SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER DIAMETER OF 4". —� 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. / MAIN 2' MIN I I SALT TREATED FINISHED GROUND 2 x 4 MARKER SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 TD-33 2 SANITARY LATERAL L109 SCALE : NTS \/r! FTATrn AnrA \A/IT1I AI ATr 0 IHI� 1" OR 1/8 BEND 1 '-611 (457 mm) V x 3/4" MALE PIPE COUPLING EQUAL 1" TYPE "K"- SOFT COPPER "xt"x1" TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 12". LOCKWING 36" MIN. ems, FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' FL 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON LID GRADE BOX -COPPERSETTER CORPORATION STOPx,;K'r •',;'"•s>i:eFo}+9e-�;;Sr; `ei `BRICK AS '.F.tit.<y -.A}. =.,c f �"^• NECESSARY SAND OR DUST UNDER ;' SPEC. 203, N0. 57 ;. BOX AND SETTER (2-INCH AGGREGATE "'�„�.6;.r,=:'!�,"-D-.aAo6� *"•:-`' AGGREGATE MINIMUM THICKNESS){_,.i•: '�R'+''�'^w `�'•'*',�.„`. ��e :�� "'� 'PICAS SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A TD-10 3 WATER SERVICE LATERAL L109 SCALE : NTS 1111019 ISOMETRIC VIEW w J Co t- w w (n 1 STORMTANK MODULES DESCRIPTION HEIGHT in. (MM) CAPACITY of (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) NOTES: 1. FOLLOW MANUFACTURER'S ASSEMBLY & INSTALLATION INSTRUCTIONS FOR PROPER IMPLEMENTATION. LIFT NOTCH 12 3/8" WATER CAST IRON LID 9 NOTES: (1) A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR TOUCH READ METERS. TYPICAL METER BOXES (5/8"-1" METERS) NTS FIG. W-7 TD-13 4 WATER METER BOX L109 SCALE : NTS (DESI BRENTW( rnnlro�T� olnlr_ r,r,r,r I�IT waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434 295 8177 Charlottesville, VA 22902 Gf 9 Alan G. Franklin Lie. No. 35326 w 0 10-21-2022 . .f: �s/.ONAL ��G1 nal seal EUGENE RYANG project manager ALAN FRANKLIN proiect team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions SITE DETAILS sheet title 6 STORMTANK MODULE L109 SCALE : NTS STORMTANK OBSERVATION PORT SCALE : NTS Ll 09 sheet number 6"0 CONCRETE FILLED BOLLARD, TYP. DUMPSTER 8" CMU WALL PAINTED A DARK EARTH TONE STEEL GATE CONCRETE PAD 5" X 5" X 3/g' TUBULAR STEEL GATE POST W/Y' PLATE WELDED TO TOP OF POST, TYP. (BLACK) 1"X 1"TUBE TENSION DIAGONAL & HORIZONTAL WELDED TO VERTICALS, TYP. (BLACK) (2) 3/q' DIA. DROP LOCKS WITH 1"SLEEVES @ 11" DEEP STEEL RECEIVER SET IN CONCRETE I IN ■ J'4' 8" CMU WALL W/ #5 @ 24" O.C. GROUT VOIDS BELOW GRADE 1. ALL TUBULAR STEEL POSTS, RAILS, PICKETS, OTHER COMPONENTS, AND ACCESSORIES SHALL BE FREE OF DENTS, SPURS, AND SHARP EDGES AND SHALL BE INSTALLED LEVEL, PLUMB, AND SQUARE. 2. ALL STEEL COMPONENTS SHALL BE FURNISHED WITH TWO COATS EACH OF COMMERCIAL -GRADE PRIMER AND EXTERIOR BLACK PAINT. SITE WALLS GENERAL STRUCTURAL NOTES GENERAUBUILDING CODE ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE 2018 VIRGINIA CONSTRUCTION CODE, PART 1 OF THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE (VUSBC), EFFECTIVE JULY 1, 2021. DESIGN LOADS WALL DESIGN EARTH PRESSURES (EQUIVALENT FLUID PRESSURES) ARE AS FOLLOWS: CRUSHED STONE BACKFILL ACTIVE PRESSURE 32 PCF PASSIVE 250 PCF FRICTION COEFFICIENT FOR SLIDING 0.35 FOUNDATIONS FOUNDATIONS FOR RETAINING WALLS ARE SPREAD FOOTINGS BEARING ON EITHER NATURAL SOIL OR ENGINEERED COMPACTED FILL WITH AN ASSUMED SOIL BEARING CAPACITY OF 2,000 PSF. CONCRETE ALL CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF ACI 301-08 "SPECIFICATIONS FOR STRUCTURAL CONCRETE" AND ACI 318-05 "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE". f'c=3,000 PSI (FOOTINGS) ASTM A615 GRADE 60 (TYPICAL REINFORCING STEEL) 3/4" X 3/4" VEE GROOVE JOINT EACH FACE CUT ALTERNATE HORIZ BARS AT JOINT Qe , EARTH FACE PLACE CONTROL JOINTS AT 20'-0" MAX OC 1 DUMPSTER ENCLOSURE DETAIL Ll 10 SCALE: 1" = 2' CONCRETE SITE WALL SCHEDULE DIMENSIONS REINFORCING Hw "W" "L" BARS "O" BARS 0'-0" - 4'-0" 2'-O" (2) - #5 #5 @ 18" 4'-0" - 6'-0" T-0" (3) - #5 #5 @ 18" GROUT CAP FOR DRAINAGE 8" BOND BEAM W/ (2) #5 CONT. 0 DOWELS TO MATCH VERTICAL REINFORCING CONIC. DUMPSTER PAD #5 @ 12 O.C. TOP & BOTTOM (2" CLEAR) CONCRETE FOOTING 11 (5) #5 TOP & BOTTOM (3" CLEAR) �,L T H OA Gr�P o Stephen D. Barber Lic. No. 025731 oQ'y101VAL 0'rJ RAILING BY 3/4" CHAMFER. TYP II OTHERS IIIIIII�III��I; L1..• 2" ;. ;•. �-------SLR \ "0" BARS a- : #4 AT 12" \ (HORIZ) \ a (LAP V-10") \ d #57 STONE _ 4" DIA PERFORATED I DRAIN ENCASED IN #57 IBACKFILL CRUSHED STONE WRAPPED IN FILTER 2 \ SITE PAVING FABRIC. DRAIN TO \ BY OTHERS SUITABLE OUTLETUJ "L" BARS CONT q \ U " 8" 8" 75 O Q Ir QN ~ U o C\1 Cc N l a zm Z CD z w 5; o z � w w w J u) LU r; 0 O LO rn � CC N o Q M T /= Ll MARCHANT PAVILION RETAINING WALL PROJECT No.: 2204-15 ISSUE DATE: 8/16/2022 CONCRETE RETAINING WALLS waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 TH OF' CO ff7 Alan G. Franklin Lic. No. 35326 w .0 10-21-2022 W. professional seal EUGENE RYANG project manager ALAN FRANKLIN project team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions SITE DETAILS sheet title WALL CONTROL JOINT NO SCALE T TYPICAL CONCRETE SITE WALL SECTION 3/4" = V-0" SK-1 L 1 10 sheet number 3 Luminis Canada Inc. BVA31-L1L70-TYP4-HS Bellevue Area Light WITH House Side 1 6491 1 1 6491 65.5 100% TYPE IV-HS Shield, type-4 distribution, 3000k CCT, o AH le FULL CUTOFF, BRONZE FINISH 1 Luminis Canada Inc. BVA31-L1L70-TYP4-HS WALL MOUNTED Bellevue Area Light WITH 1 6491 1 1 6491 65.5 100% TYPE IV-HS House Side Shield, type-4 distribution, o AW 3000k CCT, FULL CUTOFF, BRONZE FINISH 1 Luminis Canada Inc. BVS21-L1L15-R30-LSL TWO -LIGHT MODULE Bellevue Directional 1 1318 1 1 2635 27.4 100% 30 Degrees Path Light, Ground Plane Linear Spread ❑ to Lens, 3000k CCT, FULL CUTOFF when at I tilt, max tilt only 30deg, BRONZE FINISH 4 Luminis Canada Inc. BV521-1-11-15-R30-LSL THREE -LIGHT MODULE Bellevue Directional 1 1318 1 1 3953 41.1 100% 30 Degrees cEl Path Light, Ground Plane Linear Spread El B Lens, 3000k CCT, FULL CUTOFF when at I tilt, max tilt only 30deg, BRONZE FINISH 4 Luminis Lighting BVAIIB-LIL10-TYP1 Bellevue Bollard Light, type-1 distribution, 1 1212 1 1 1212 11.4 100% Type I ❑ C,1 300ok CCT, FULL CUTOFF, BRONZE FINISH b6 ❑ 5 Luminis Lighting BVA11B-L1L10-TYP4 Bellevue Bollard Light, type-4 distribution, 1 910 1 1 910 11.4 100% Type IV ❑ 3000k CCT, FULL CUTOFF, BRONZE FINISH C4 I I - - i _._. I I """" s.. �.�6.R.\y-` w -.�`i+:F' .:�'G,_..•1;"��"..,.,'.. �y...t a��. _.• `ero :o, _., r.(�,4 _ l i 7 r M , i �" ;1 • } % x , j t i , � s o, w .1 ♦ s 1 +� 1 + f :' � �`! { + n' • t + � � 1 �' 1', w� } I „ 10.2, 0.6 2.4 -2.6 -1.0 0.6 0.6 0.7 1.7, 3.0 1.1 sIs 1 , `0.4 2.7 1.4 1.0 1.0 `1.0 `1.4 1 3.0 '1,9 10.7 ll _ _ _ -- .023-- 1.414._..-i:a'S '_.. -2.61] 18 .27 _1] `1.9151 15�18 1.429 1 _ 1 1 __ + '' Statistics - mid parking area + 3.1 fc 5.8 k 0.7 k 8.3:1 4.4:1 property boundary + 0.5 fc 33.0 k 0.0 fc N/A N/A top parking area + 2.5 fc 11.4 fc 0.4 fc 28.5:1 6.3:1 top parking area + 1.9 k 3.9 fc 0.6 fc 5.5:1 3.2:1 walkways + 3.0 fc 25.6 fc 0.3 fc 85.3:1 10.0:1 bot right parking and dumpster are + 2.2 fc 4.0 fc 0.9 fc 4.4:1 2.4:1 LIGHTING NOTES: 1. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOT CANDLE. 2. ALL OUTDOOR LUMINAIRES EMITTING 3,000 OR GREATER MORE SHALL BE EQUIPPED WITH A FULL CUTOFF FIXTURE. 3. ALL OUTDOOR LIGHTING, REGARDLESS OF THE AMOUNT OF LUMENS, AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. rrr rr rr rrrr��Jrrrrrr���� � BIRDS EYE PERSPECTIVE RENDERING - W PLAN VIEW RENDERING I _ X i • -- Ti.O A.o o.B a.I '6.0 0.0 0. 0l5 o , o.o " o.o ,J `o.,�C ` .. - - - �-� - �'- - -X - -- $ - - - - r-, 1 q, 2, P, ', `O.p ;" ',o.o„ "o.o', P.o o.o o.o 'o.o,' , o'q ,o.o ` q.o• o.o - o.o' _X!-b.o -,a.--- 'a ti0.o i� I i i � I I � f I _. I .10 3. 1.4 2.6 3.7 3.9 3.1 18 tr 17„ C4 @ .rJr ! �" 'i 1 a¢$ 0 U7 1.1 2.2 3 14 -2.0 33.4 40 3.7 34 - 2.2 1 12� - tlOHT �II _ L____..-._ ___-__il 8 _ _ _ _ _ • 1A p 2.3 1 71 BOLLARD 514� 0.8, 11 1.5 -1.6 21d 4-1 �5 53 �3] 21 1.8 1 10 013 7,1 „i -tBrrr�aj 3.71.7 FK l ��.�1• i I 1.6 2.7 uli.7 1.4 LB o LB 1 LB I.2 - rrr r r r r, r r r r r r r r r r r r r f r rrr _ ____ __- - 0_- r r r r r•" thr rtr _ 1 1.11.4 2.13.6 F.1 75r.3�11�2 019 1. 3.9 6.6 8. ! ii1�5C1'Rhr Sirrrrrrrrrrrrr rrrrr 'LIOHTo LIE 1 1 0 Y �r ___ rr rrrrrrrrrrrrrrrrr rr 1 �.fi I .7 +r r rrrrrr re r (LP) 14 d.3 .9 0.3 „ 1.7 All �. 12.1 4TI `2. 1.4 \ .7 „ 10.5 111.7 .7 3.1 3 4. Ili& 2A 1 0.9 X_ r 0. 1.6 6 `1.7 3.0 619 3.9 !F�13- 2.3 1 -_x a 67 LB _.. - 0... I1 3.2 ' _ - i/� x 2.1 2.2 3.0 4.71 `�.2. 7 4 2 0.9 1. 4.0 6.2 7.18�6�1 LB o- ---- LB i 0.7 1.5 .7 • q10 4.4, 3.�;i 2.6 1.7 1 4.3 1 0 IB ! p I o Ih 1.2 1.6 2.7 4.4 6s AM 2.1 1.6 +0.7 4 46 4.0 34 1 19Ai r1.1 `1.6 11.3.5 '3.8 3.8„ --_ ___. .._- IL 1 • } i j / ' _ ' / RIO to 11. 2.8 39 4.0rr 1.8'• _ - _ / / / 1 , B LB „ ' L w 5- .4 1. L - _0. 1.7. __ - - 2.1b h , _ bS_ _ a--00 0.0---0---0,- _/ 0 0_T.0.0"0. __ ________ '. 0.0 r l „ I _..-.-..___.._.._.._.cotl /_. I 0.0 0.1 /i _ _ S j �..�..�.0.0 0.6 `. _ -<D.0 0.�- n n _ _ _ _ _ _ _ _ _ _ _ - A i ___________________ / ,i , i _ - -- _ / 0.------------- / r � / i / i i i i r 0 10' 20' 40' i i waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 �PLTH OF' °� vf�cr V Y Alan G. Franklin Lic. No. 35326 w .0 10-21-2022 . �sIONAL ti��� professional seal EUGENE RYANG project manager ALAN FRANKLIN project team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions LIGHTING PHOTOMETRIC PLAN sheet title Ll I I sheet number waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 LU M I N I S BVA21/BVA31/BVA32 SERIES BVA21/BVA31/BVA32 SERIES BVA21/BVA31/BVA32 SERIES BVA21/BVA31/BVA32 sEl BVA21/BVA31/BVA32 SERIES Bellevue - LED Bellevue - LED Bellevue - LED Bellevue - LED Bellevue - LED VOLE MOUNT LUMINAIRE SELECTION- 8VA21/Sl LUMINAIRE SELECTION - RVA32 ELECTRICAL DETAILS MOUNTING INFORMATION TYPICAL PHOTOMETRY SUMMARY CATALOG Na EC ^ T H OF CATA� QM006 Q1IDDWrflYC110p WRITE N09NV14CRI} QPoIL• QYOLTIW' QNNISN QM006 QLED LIDXifR[CTION WMR[(NWKI)M!p �PMf^ QYOLTAD['ORM]X a n. TVA21-L1LT0-TYP2/BYASHR)0-TYP2 rm BVg2FL1L]PTYP3/BVAS1i1L)0-TYP3 �+r+� fJ�� -UGH TTN ]IIFFIl DEWS W M' 'L WATTS ppf MODEL M[IOMT STANDARD COLORS' WK A nx D9IY61EOLYLEMS MMRWATTS Ppli Xp06 Xf10MY STANDARD COLORS. - TOWI Lms: VIRUS:6974 5S _ TOW Lms: Watt074 IMm MCOFL LFLECTIO POLE VOLTAGE FINISH OPTION OPTION OPTION Old. '°�' TOIaI IrgW Waf[z: 6SS W Toll Input Wat15'65S W Q SELECTION O L1L40•TYP2 3969 34 ❑ BVP610 120- ❑ 120V ❑ WHY Snow wn.[e ❑ L2L80-TYP2 ]8]8 68 O BVP6f0 W. ❑ 2m D WIO Snow while [M]m.I 'n BUG: BLUCI BUG WJu l TYPE II OLILROTYP2 S026 44 ❑BVP612 Ii C208V 0BKT Jet black TYPER CULI0C)i fill B8 OSri 144- p208V pDNT Jel block �'. Maximum Candela: 392743)5°Wd).5°Y MazPWm CsWela: 3145 In 4;.5°H,F5JLPV O L1L60.TYP2 60t9 59 OBVP614 168" O;AOv p.DIT Bmnz¢ CL;LtlO-TYP2 1N338 n0 OBVP614 MB' C240V 0MY Bronze (ypi„4 n --1 1- Frmtcover OeDlru[I<tl 01 ❑L1L)O-TYP2 6974 66 ❑BVP616 192" 027W ❑MSST Mall. steer ❑L2LI40-WP2 13948 137 ❑Bull 192" ❑271 ❑MST MattesllVer P e __�(/-'�� BVAU-UL140-TYP2 -. _.-- -I- BVA32-L2LI40-TYPS v 9 rnmOsim rasi5tant both e"Frin m ❑ wA21 O L1L40-TVP3 3989 34 0 BVP618 21B' ❑ GRT T tan um gray ❑ BVP618 2116 ❑ Gf(1 Titanium gray ` i TGUI Lots 13948 Lumens r \, Total Lots 13940 Lumem ❑ BVP620 240" Optional ❑L2L130-TYPS ]9)8 fi8 ❑ Bif"Ll 240" Optonal 1 (� Franklin 2 2-A$-(114mm)x6"(152mm)ENrwlW ❑L1L50-TVP3 SD25 44 pi4)V ❑OGTGunmetal D[VAA pL2L100-TVP3 10050 B8 ❑34)V DOGfGunmHal TRialllputWatts131W s 'I TolllnpWWadi131W AlanG.Frankjln TYPEnI ❑ li cmmo"ne TYPE. ❑ CM CMmpa9IN ,� BUG'. W-UO-G2 ---__ BUG: 63410G2 TFE e1ymlMrm COLON [M1dmber D L1L60-TYPS 6D19 55 ❑ ULI2CLWP3 MD38 110 1 _ 3- Hagar LED Duadz with O L1L)O-TYPS 6974 E6 ❑ 48QV O 30T steel Pray ❑ L21-Moul i 13948 131 O �V O 50T Steel grey n -- _ - Mexlmum Ce ia. ?Bit 4 37..5°I{/4] 5°V --1 Maalmum C Wr :, WEl � 429°M/52.5°V � Lie. N0. 35326 -'- - - -! ❑ BGT English crown❑ RGT English cream FNlC b I l �F zf" xVne OUIC, 30 or 60 CEO, OOL4O-1YV4 3]T2 34 0LTL80-TYP4 ]445 Be- )-Pint receptace with [6/elf, 9D^"^a clecemmpg dgdids, 0L1L5O-TYP4 4fi89 44 OPOONALCOWR6 0ULI001 93]8 88 OPTIONAL COLOR$ P(•Rmm1 DA' 10-21-2022 W. d 4. Clear [emPeretl 91az5, fYPf IV lYPlry onNirgcaf, How mow[e0 [Comm] _ OL1L60.TYP4 5617 55 ❑R Cwlrm cola ❑L2LI20-TYP4 11234 110 ❑CS Custom cobr on top of the pakastlOwb - BVA21-L1L]OTVP4/BVA31-LILHI-TYP4 _ wr _ BYA21-L1L)0.TYP6/BVA34tlV0-TYPS A 6- Heauy gauge steel mmntirg plate 0 rvLL1 C 1-14)0-TVD4 6501 66 ❑ RAL RALY call C LriI40.TYP4 170K 131 C RAL RALY Color Ilk �,. Total Lms'. 6506 LL.ArA .w TON Lms: 7207 Lumem 1 with leveling atl)uatrmnt IS' mrap. - Total Input Watts. 655 W ( :] TON Input Watts: li W !. Head malxmn9 height can be D L1L40-TYPS 4122 34 ❑ L2L80-TYPS 8244 fib 1 _ . ,1, a(- BUG: Bl-UO•G2 m, BUG: B3L0•G1 G -"'-'-' --- --' 3 0LILSO•TYPS 5193 44 "` "' ❑12L100-TYPS 10385 88 - id Maximum Cargelar 3955 fG 30'11/60•V S WSIOml2¢d upon r<YVIYI (CM[a[t TYP!V TYPEV (� Maximum GMNa: 2n20135•H/WVV («IOty) [] uI.6o-TYP5 6210 ss 0 UFLUO-TVPs 12"1 n0 : ••� Q N A 1 S. 6"(HUrnm)y fi'(Mourn) 6061-T6 I 1701 7207 66 ❑L2L140-Ini 144N 131 BVAU2 1.140i BVA32-ULW-TYPS 1V 1• alumlmmpp. 0ha wNI mlWress ...a. W. LOHT SFLFcm.. -TwTLF FRIaN v J TotalLlrZ aftfar15 me TMM Lms: 14att Lumens AllalE 01®9531ddI MrdWem RMEfXLFO LIONr 6Fl[CTIOM•NRRi Fl11i5WLY BUG input Wdlt5: 131W ^. TUG mpW Wa11a: 131W 0TYPE SUPFIkDELIVEREDWN[NS' IIAY]WATTS BUG: B2-UO G2 BUG:urnC-G20Y>31 DL vmnexsnemm'a F..n[ TYP! s11PFlK - oe.lyw[P LwNIx• MPuiWATre Maximum Carrtlea: I4F0 @�30°H/60'V -1-4` Maximum CarMNa: X23 a135°W625°V our a Fair TYPE N C L1LK2A-1 VPZ 1785 14 - - _ LI ❑L21.K2A-TYP2 3370 28 --- TYPE at 0LILK2A-TYPS 1703 14 WK., 0UU2A-TVP3 Sam 28 --- WMN 0LILUA-TYP4 Nifi6 14 anal 0ULIC!4-TYP4 3331 28 BHT All pDaonalshown use the 5trandaN]OCRI401LEDs professional seal MATERIALS BVA21 mFAMwe TYKv CLILN2A-TYPS IR45 14 ).Pint reaepaPfa with her-evues made of 6063-T6 extruded aluminum AHOY. Cast parts are mantle r605MW1� �m(zremm5� wmv O121K2A-TYPS 3689 28 _ 7MPIN, l MAt mouMedM Phase Nsit Our web site wwwlumirni for complete LEI.fi matted doanlad data. tent 356 alummam alloy wlNa[Opper fCU)mntent of Less DLMODYR Q0.1g0Y(E-LID LIDNIIBICFIOM WNTI MOOONdO[.1 QREFLECTOR-DLMOWLE QKCEa508Na top of the pale As Fhown. ,In 01%m res's [ OPTIONS LED Werd is a,wnr tan a thick extruded aluminum at b a, xOridwo Dy a mn.wy 0911we sY x DIUVERWLWENP NPVTWATIE EUGENE RYANG J o MILTS 140 IS 0 RIS Narrow opp<z 15' ❑ HL Hewell (LCF 060). 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Nato Gw the UWibulbn of [r. ss'tapmm) DLMCOIIE,AMDN IlD LIGHT aILKTION-IIIMIL.NdDLY dwaymolllempulchi lam ❑SP ICkV L4lga prplNlG 'lllumnellpn wlllWtllMea b1thearol DRIVER StmtlaM drlv.G1202]IV mufbvol[mmpatibi'.ity(SD50Hz). nsmn Ir(ZlNm15 asinWnm YacMpvM pMG Mahn MMa/tleviee (n113N]1w 25%)Z10•oaearege.• O 10V dimmisq-rfol Cos to 10%). Optional 34]/480V.o=Narc -7 $U Its DIUnRMLWMT M WATT when lghl m aLla rs NO) 0MMI Inl moldneensadwice(hg11Mw, 25%).3Wrcaelmge. •'' MWtipk maurrOnpss p fY2 r.ausn'oWD ALAN FRANKLN temperatures o1-40'C/-40°F to 5SCJIFF, output ova eoitage (Aaml tea' O DUtK2A 249 10 OT2M C' p2pp Tvm man rG 90° mct,'bm, euhdul Over[ anent .farm." cutout short circus J Alt<meN CCT°K LED(LCF. WmOn canvaNm focas0 OPS Tr"DN'11ount P 90A Mf Inotai with 9ufwrLCO'uely. DL NODDLE LIGHT SELECTION � VERY MAR W e EPAVY:12 k' _ _ 0P4 OECTILOe mound ❑K3M 3000K/m Car G-Car 09q Mourned mor O. an LED lot IL iffanx V light tlrsrnbulian30 400TO Ron nthe CCTl fuFFlq Rp4 yd WaT1 pK]0! ]OOON/]O Car (L6094) OPClT CaROm rotooma lm.5ee5epdrdlP Cuilpm CmflpD2lNn form to mm,nLed yn Pale aaarown. project team lenses. ONefed m DODK al tour mbar 4000K. be ser CCL 0YA31-DL final 0 R9 Vary panOw Wp[s 9° ❑ KISE MDOK / )0 CRI (LCF 0.983) NII m the InfamenOn _ 2)0• coverage. (Black or options far tlaails.Op[imal true amber LED for turtle sensitive areas. a�'"'N with BVA31 ,DOLIOSNR H09 24 FlNtl emJ1e 18• ❑KWE 40DOK/]OCAI white) will Be selected to best Wavelengths SBinm to 59)em. tsOSNmf� rlT (J'dNrra3 (38,305 untlela)° ❑BIG ISOOR/GO CJRM1EE O.p) NOTES matrn fixture Coll. LIFETIME L' F' 0K40 400p(/80 CRY (16083) I. R nil YORa9e i5 Same ieO lummares are factory crowlf9U M tlefauk 162mm1 tFSrml a NO House side sM1lNtl' (LCF O$) for 120V Far other Shcagan pease specify with Catalog number OF 6DODmrs L„B.^- (msod on LM-BO rttrort for wmen malnlerlM+ce) J VenkN ri Term v. FINISH WAV :uR' `las•(saemmsJ tlMnl Sao" LED matlule is desigrretl wlAallRinglmcNmlzm NOTE'. Other CCT& regref CIA available, Unease Consul factory 2. GFI.LUCGFoptaroa issawflooW wourf,radeonaC[e55dmr,xi EVe stage eepzrabon eraes5 mcludes preheating of Cast asummum ellai forward and back Nant ediusladllty. CprtRR CGF corer potruces by 362' (92mm). 120V recurred for GFI a CGF 3 H5 not RYSID U, M TyPF V Cai be installed On site. pY[5 for air .KtraCt m. 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InfonNumrniacom LUMINIS.COM WMINIS I Tollbee: Wi5864647 Farr514.6838872 Eman mfordslummNcom LUMINIS.COM WMINIS I Toll free: S66.S664647 Fax: 514683.8872 Emal infoOlumrmacom LUMINIS.COM WMINM I Toll free. 666.586.4647 Fax 514683BB72 EmaBLUMINIS.COM WMNIS I Toll free. 656.5864647 Fax: 5146838872 Email: info@Iumnaamrn LUMINIS.COM 260 Labroese. Pointe -Claire (QC) Canada H9R 515 260 Labrosse. PamtCCalre CDC) Canada H9R 515 260 ss -.1 me. Pointe-ClalM (CC) Camod. NOR 515 i 260 Labro se, Pane-ClabCanada(0C) Cetla NOR 515 A 260 Lp aosse. 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A an we so .1 OFF Noon,. -Now. - - TVIE IV LI _ILK2A4YFJ 26] P _ la�l" tNn ,! Q CeloYa 95lumma "nu um S Der-oldWmm'.SUSI- Pow aumtm Sai MATERIALS BVARB BVA128 _ Bel., ]oL aslwan Erey r'. s5LamnLNHx -um //.//. //// ////./ MYmVn Cunal IMPIDA-/f8N Ma mcwther'. 19n 4T]ON)6BN Bellevue bollards made of too T6 exltwe t aluminum alloy. LED Don d a i ssembled n A thl k erhutletl elarnmen prohb and pmaxoned //" //�//- /� // / • //' /' v a BL'4' BaW-GD BUG' a, ul 2000 MARC HANT DyaCkVrt.mperad glassTbaClyl'KoptCa pnp°b.aN'da range pl lES type 15. diStnbVtgn The YNNet E moumed smile the fli is acceSNGe form w. WM,f Lfp56ECI1R1 y.%;, ;/,;� /�// got IMP which Ofirome, lM bYk Of the fini head fa NNR of manlMWce f3°bnml TYPE SINFI% GELNEREG WMENY INNT WATTS ,t+/�%/ /,/�/ 6raard layh <IRLII ImprypOPrfluFh ELECTRICAL mny WL- IvaS-nil �ULMTYPI TYP61 @UL3HM oral 5692 ID a6///�. r././• i i i!/:project NcepleBa : .©L2wO-Trwx]e¢MINER name Standard drive -is 120)%]V mutts-vo¢CrnlCalibiM1ity(SO-6oHz). --I O IOVd,rowo (dims g ANn nl Lqw-)- pL2L26TYP] M32 2i to 5*C1131-F. tputo0V.attage [emperaNres of d0°C/-40°f to 55°G13PF. outlw[aver wattage TYPE II ©13L34-ivPo 32a5 J;j 4b m mz6l I pewarea unem ales Linen Praaetlm,,wyro" woo oai aple"A". a.,,.Fban Lou., --9Y.129 oLAFO TYP2 sm °S [ j; .�! .%.!� pLwr. mnwl.vxlon sOsw pu -n-a slnK,W VA PACIFIC INVESTMENTS LLC protecbm with auttrrKawal LED 006CNlensee 11IS IV TIn270".3 3ULMWP3 239E 29 f; // /%/�� /,/� �/•% °,////,� MONT.GIHFORM4TION EMcecv:85 LanMLN/r[[ mymVn GnMa II16@3ANY'a EfRce[Y 69 WnwnrJ4Valt Marr um OrwarD.196tW�wnl6DN ORaetl In 2TOOK, 3000K 3Fi001(4a00K/80 CRI 0ffm OCK3 VDk 4000K/80CRI as (Nnrn1 TYPf III fluLle-TYP3 299R 3A 6 V ;. �', .� �//,.//./ p llerdusecuredwilhesetd ,/ M)YC'I6v10"Ig ealWnliea Teak Jar, -.G1 PULmR'UOPGL client Oplippal Due amter LED lw Nrlle sel5[ve areal -' Fl L2L4(1-TVP3 36a5 / ✓�Li%.L-/a'IiL. // / Le%eel w'cM1or bats WaYebgtfw WL5Gm to 59)mn 8L2LM.TVPo TYPEIYSlL2L34.,rpw 221& 2]69 29 ;9 IMP6D.DOCISM-7095D(I 2088 UNION STREET, SUITE 1 LIFETIME EuLao IN 1. Pa SAN FRANCISCO, CA 9413 on LM W sport for amen n telWYa). FINISH MI Up SELECTION -TURTLE FRIENDLY project address Polyester powder can ng iz applied muman h An Wectmstatic process, And TYPO anus WaTTa ails VAEV [OI+/ERyau sKrOP ILCGI oven curet for tang term finish. a2" a' (Kram] a0lnlwa Th9El tl,: iLivPl OCT Lie CRI CERTIFICATION WS, 1 u.uK A.TYP2 .111 27OOK 0.91 80 TWO to UUM and ESP. N24250, CULas bled wet bCDtim, TYPEIII IS'-2LK2A-Ilp3 566 I6 30001. 0.94 SD Pharomi t0into pWfa by an IMOOn1 YDOrNOrY IFWDONRNO0 with TYPE IV I-1.N H>..TY(,a SM lu �..1 � lwm ON BD R:S LHFT9-0Bslardads at 25•C Lumen deg atimin accedence won IESNA - 4000K I'M 8D number LMSO standards Rated IP64 LOW IKID project MOUNTING Maximum waii 25 Its(i kg) 'BI�;�YI rlP,•e}}tiLLygyµPdaN #b idea 9r^d9AiWlaOx Bellevueea andagered[or asse of access and Ina3allation. '- F�dSFeER tan^'a-Sy;ppF¢ENy1DMINry^..'IavwN'JgRIFN3G8 §e°ORN 3GARwar ali The Reads uaNN mamNnarg Macke tral IS aE[<E31p< NDm MEiO d< = _ - FINAL SITE PLAN The base plate Is secured with a Se[ of C41 3/B'-16 a OF 1,. of anizetl hook 4S es' mara bolts. Coaled Cum. �� rum project phase 'LIUII NIs". I'll . LUMINISa WHINM no Ma9.5as.Ga'nwfu Tan., r4wAS,EfPR 6{mw" Nnnb,waam.�ef, LUMINIS.COM WMNM I lac wxy.r +s••^ Lin? -sa cmdyZiEll Far., wa;4w.m.-am LUMINIS.COM w.Nls 1.N'..,.D.EA.'E gxu ace . cT4NN3 ].la,r: �aw.s;w.'n.-yry LUMINIS.COM WNINM 11,u'surOx .s Saa'Ini An, cannot, ERE zmaa NAa.;4wM'w.-L•T�. LUMINIS.COM Cmuw s..m.4 $ 4%'. N+e%..aE. fan ..._yAr.. rani•. .,['^era lL. .k'. A.. 3fibvsari ox"'. �!s-N•2i i �svn a,eF k'_Y. -kv" }'.,Mama 1'mrortL a^{ f;. :ro:rNa �:�..9Lg. ., '. �i � A ].,, -',,, ,. , , .. ., , � ._. ., _ -� ,° W „ .._ ..., 4' i � ' ¢.E MAY 1 , 2022 Issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions LIGHTING DETAILS sheet title L 112 sheet number F2111111i 390 M rs G OBJECT HEIGHT MEP 40 WOOLEN' MILLS , i - I GNpNER0"0-------I -�--- l5pgao3.5�--- i i ------- --- 'C 'SIGHT LINE LEFT ENTRANCE'B'- is — MENNEI" EYE HEIGHT (3.5') OBJECT HEIGHT — — _ (35-1 - —/—�7, — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - - — — BROADWAY STREET __-- __ I (60'PUBLICR.O.W.) X — — — — -- —� DB 539-406, 409 PLAT L I A-— SIGHT LINE RIGHT — — Q ENTRANCE 'A' SIGHT LINES PLAN ENTRANCE'A' SIGHT DISTANCE PROFILE - ENTRANCE W SCALE: 1"=20' H; 1"=10' V �II WOOLENI' I'I' MILLS .00 loe \ �I --- — —-------------—-------- — — ---- — S x �, �' rI I -- . /R�NRVP�gze�P� ___=--�_�. _ ----- — --BROADWAYSTREET 3 _ (60' PUBLIC R.O.W.) OB DB 539-406, 409 PLAT — _ — — — — --- ---J, — — — — — SIGHT LINE RIGHT 46 //O II /� ) i / EYEIIHEGHT-{3: ') O OBJECT HEIGHT 3.5' ENTRANCE'A' i i / ENTRANCE'B' � x SIGHTAINE LEFT x ENTRANCE 'B' SIGHT LINES PLAN W11 40911l SIGHT DISTANCE PROFILE - ENTRANCE 'B' SCALE: 1"=20' H; 1"=10' V OBJECT HEIGHT (3.5') io/, 409161 390 .E 0 10' 20' 40' 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295-8177 Charlottesville, VA 22902 'OH OF Off'` vr�C t Alan G. Franklin Lic. No. 35326 0 10-21-2022 IPSIONAL professional seal EUGENE RYANG project manager ALAN FRANKLIN project team 2000 MARCHANT project name VA PACIFIC INVESTMENTS LLC client 2088 UNION STREET, SUITE 1 SAN FRANCISCO, CA 9413 project address project number FINAL SITE PLAN project phase MAY 19, 2022 issue date 1. 10.22.2022 - FINAL SITE PLAN REVIEW COMMENTS revisions SIGHT LINES EXHIBIT sheet title L I sheet number 13