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HomeMy WebLinkAboutSDP202200036 Plan - Submittal (First) 2022-06-01VICINITY MAP: 1" = 1,000' - 1 ,2000 MA RC H ANT i i e -- C =>-cWoolen / P eee i SITE i / Q\�O LO°h 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 2007. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2008. 3. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) WORK AREA PROTECTION MANUAL, DATED 2011. 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, 8TH 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 2005. 8. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGSAND FACILITIES, DATED 2009. 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. 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 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: MANUFACTURING/PROCESSING/ASSEMBLY/FABRICATION/RECYCLING AND BY -RIGHT ACCESSORY DWELLING UNITS IN ACCORDANCE WITH LETTER OF DETERMINATION LOD201900003 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 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: 13 UNITS = 9.55 UNITS/ACRE DENSITY BONUS FACTORS: NONE WAIVER / VARIANCE REQUESTS: NONE SPECIAL EXCEPTIONS: NONE SURVEY SOURCES: KIRK HUGHES & 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 (I S STEPBACK 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 L104 L105 L106 L107 L108 L109 L110 L111 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 SITE NOTES: 1. THE PROJECT PROPOSES TO ADD EIGHT (8) "MAKER SPACE" LIVE/WORK COTTAGES AND PARKING TO THE 2000/2010 MARCHANT PROPERTY. 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' U NOT FOR CONSTRUCTION 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. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS 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. 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. / 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 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 / ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. \ 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 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 _ 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 SPECIFIED LATEST EDITION CHECKLIST. NOT FOR CONSTRUCTION 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 EUGENE RYANG THE PERMIT. WHERE ANY 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 ALAN FRANKLIN INSTALLED PRIOR 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 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAYBE 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 2000 M A R C H A N T COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. project name 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER OR CONTRACTOR WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. VA PACIFIC INVESTMENTS LLC 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. client 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 2088 UNION STREET, SUITE 1 POINTS AS SHOWN ON THE ROAD PROFILES. SAN FRANCISCO, CA 9413 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. project address THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. FIRE AND RESCUE NOTES project number 1. BUILDINGS REQUIRE A FIRE APPARATUS ACCESS THAT PROVIDES ACCESS ALL SIDES OF THE GROUND LEVEL AND THE DISTANCE FROM THE FIRE APPARATUS ACCESS TO ALL SIDES OF THE GROUND LEVEL SHALL NOT EXCEED 150 FEET. FINAL SITE PLAN 2. FIRE APPARATUS ACCESS SHALL PROVIDE AN UNOBSTRUCTED TRAVELWAY OF NO LESS THAN 20 FEET WIDE FOR STRUCTURE LESS THAN 30 FEET TALL AND project phase 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 POINT WHERE PARKING WOULD REDUCE THE TRAVEL WAY WIDTH BELOW THE REQUIRED WIDTH. 3. OVERHEAD OBSTRUCTIONS TO FIRE APPARATUS ACCESS NEEDS TO BE MAINTAINED SO THAT IT IS ABOVE 13 FOOT - 6 INCHES. MAY 19, 2022 issue date 4. APPARATUS ACCESS SHALL BE ABLE TO SUSTAIN THE WEIGHT OF FIRE APPARATUS IN ALL WEATHER CONDITIONS, WHICH IS 85,000 LE S. 1. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS revisions GENERAL NOTES sheet title 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. L 10 1 sheet number I I r I TOPOGRAPHY NOTES 1.) TITLE SOURCE TMP 78-21 H I VIRGINIA PACIFIC INVESTMENTS, LLC i g I DB 5040-20, 23 PLAT PARCEL "C" 1.361 ACRES 2.) DATUM: HORIZONTAL NAD-83 VIRGINIA SOUTH ZONE, VERTICAL NAVD-88 ESTABLISHED BY GPS. N FHA 11450 I 3.) NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION �(Qx = 2,521 GPMN OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL i UNDERGROUND UTILITIES. :E MISS UTILITY TICKET A804500955 Taken: 02/14/1810:51 AM I MISS UTILITY CONTACT INFORMATION: TELEPHONE: 1-800-552-7001. i 4.) PROPERTY LIES WITHIN FLOOD ZONE"I NOT A 1: .. DEFINED 100 YEAR FLOOD 1 STORY METAL WAREHOUSE w o — #1822 BROADWAY STREET Q p END OF STATE MAINTENANCE SIGN in m ++ ml Y _ ______o � — — — — — — — — CG-6 / An RAVE I I Dol3° I x >\ N J I PAVM TMP 77-40E ANTEC PARTNERSHIP DB 854-116 PARCEL A DB 693-352 PLAT (LI ZONING) SURVEYOR'S CERTIFICATION THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED STARTING ON FEBRUARY 2018 THRU JANUARY 7, 2020, UPDATED ON DECEMBER 15, 2021; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 41820 BROADWAY STREET 1 STORY METAL WAREHOUSE RAILROAD NOTE LOADING DOCK 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 COMPANY DATED JUNE 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLICTS r WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE SUBJECT AND ADJACENT PROPERTIES. W I x om � 0 ozh 2 STY#W/ BSM7. / \ /—BRICK WALE \ — — I — — �� ITf — 20' VEPCO ESM'T. 0 3998 N)RCH — - — \ — FFE39LU/C \ I DB 564-50 594 / / a°°E393a' 394 20' CENTRAL TELEPHONE COMPANY 0 — \—------------- / BRSIC SWALE VA.ESM'T. / — �r I 1 I I P FDB 628-485 FIE BtMla RA M Pg65.8] / \ < (PRIVATE) / IIII p9,8M7 _ }{ T"DOGW D I aenaesMr. 11 CONC WALL I I 12"MAGNOLI / / / � / III"CHERR\�` _ — — -- CG-6 =\ \ I 1 I rreaeeAa esMr. I / / o " CFHD �G PPvi �a9o.r \/ /./ I / +VA ¢ / �� 9 I / v 35"HICKO \ 1 / �5� WN v O / SSMH \S I o \ \ \ \ \ I — _ O \ TOP-372.9' \S \ \ N I �. / / / OTHES LINE \S I \ \ ' 2\ C V=376.65�� 1q�ge�P P iAVED PAR�l / / \ �BENGH M \ _ 9 HKF"L' C 00 c�0.L 5 y I/ � 0"e 2000 MARCHANT S \ II I I 1 I I \ RCfib„ G\ / V \ / / / 7 AGNou�n ��� �0 ������bQP PORCH TMP 78-21B �� project name p0 SSMH WOOLEN MILLS, LLC \S 1 I I11 I I I I 3a \ / \ / I \ / / i 4� TOP=376.36' I I I / / O� I I / / & WTERUNE/ DB 5000-249 INV.IN-364.2 (10"Pvc) s 2 \ #2 10 s� EME fi / ���� VA PACIFIC INVESTMENTS LLC DB 841-429 PLAT IN 368.7 (8" DROP) 375 / 2-ST RY / (LI ZONING) _w0i5D. / I \ 5' PE 42j R T client INV. -364.2 S 7 34'S7 339. \ / �C� �\ M LTI 14 ° INV. 0 64.0' (10" PVC) � � DBL. s� H BRY — — - -- N � STREET, RS o O r� ._ .....-. .�.. `DBL,1 °M®�BRY.�'� \ � V GINIAP BUG.CERVICE �ESMTCl / 2 UNION TR SUITE 1 COMCASTBOX R a UFT \ / \ \CHIMNEY WM MAILBOx� / p7(Jtt1i/UU lPusu OHU w y SAN FRANOCISCO, CA 9413 o I cODUtil�Cyq� project address I� I - uL T +t: I w 9'n °MULBRY. �f Iz'cM Nv= .z �— ONE / IMARC AN STREET y . EO`qIBF'Fs`/ EDGEPAV' 4n'' oMCI? I \ N P''MULB \ \INv. 384.1' E NV � �� �H (PR ATf1\ ��e�° Mg4IFIF / / _ SSMH vEeCO a b b0 sscoa v / DB 4 3-592 LAT % % / project number TOP=376.26' f 2'x3 G T \ \ OC �eRN PZE1 _ — — — — —� / — _ MAI P 0 . / P • . _/ Dg EDGE PA �. p J INV. OUT=364.4' —W H INV. IN=364.9' J TOP 375 \ BIT P? /� �\ — s \ �MP INV 3748 Y 4— yl -�4M3 N— S DIP PI EUS T — Ox ? / U —vq:1 %Vl H R.W.S 0' FORCE MAIN (qPPROX.) -� yN j O\ �l S ATE E \ �1 I 24" M PLE SNAcq _ �� STREET CLOSED _ _ _ _ _ _ _ _ project c phase PLAN —yNj A� WU SDMHU WU/ \ `\ —w ;` u_ \BENJJ HMARK#1 ONVi/ jl S� �C GRAVELPARKINJG SMwV V M A I 1 /II / a / FINAL SITE P _ / 8"MAPLE VEv z ---- rOe 1 h --- -- TOP 374.31'—�—�— INV.IN=372.3' \��f 7 — w�-�W y wM — — I + �— I — — O / — — — // MAY 19, 2022 INV. OUT=362.9' \ Co _ \/ ERS coT RIGH�oFwnYLINE I / IRF —370 issue date L@� P 78-21 Q / / TMI� 426 �s W I 0. I �/ L I \ I GARAGE-1 STORY SYLVESTER LAWRENCE, JR. & IQ (Qzo �2,178 GPM) /-- ----- `P W / / — — T — — _ —EDGE GRAVEL _ J WARREN L. HERRING DB 621 507 N l0 BROADWAY ST. (END) s ` ` S S —t- F — — I PARCEL °E' I ° Iw MARCHANT ST. (BEGIN) S4 — — — DB 542-568 PLAT / IRF \_ 0 i TMP 78 21 P — — — _ LI ZONING I I \\ � ALFRED B. SADTLER — _ _ ( ) /I SANITARY SEWER & WATERLINE SSMH \ IRF / c�9GF \ DB 4278 469 SSMH TEMPORARY 1. 12.03.2021 -ELIMINATE OFF -SITE IMPROVEMENTS DB 342-19EASE7, 202 PLAT NENTS OV. IN737?4' (10"TCP) \ FyTP9�C B 338-3 8 PLAT ILOT 6, BLOCK A NV. IN8385.7' (8"TCP) N.W. BENCH MARK #NCH MARKS — revisions (PUBLIC) I V. IN=37 (4" CIP) F INV. IN=386.2' (8" TCP) NORTH IRON ROD SET W/ CAP / DB 91 PLAT =383.94' / � IN . T=371.2' (10"TCP) ALBEMARLE -WATER &SEWER (LI ZONING) CHARLOTTESVILLECITY-SEWER INV. OUT=384.5' (8"TCP) ELEV FIELD CONTACT: SCOTT KREBELDER (434)531-0714 EXT 146 FIELD CONTACT: BENCHMARK (804)550-7740 (MANHOLE DRY) BENCH MARK #2 / COMCAST DOD IRON ROD SET W/ CAP DISTRIBUTION ELEV=385.56' / / / EXISTING 800)441-6917 FIELD CONTACT: TACT: S & N (804)608-5640 I CENTURYLINK RIVANNA -WATER &SEWER / CONDITIONS FIELD CONTACT: S & N (804)608-5640 FIELD CONTACT. TRAVIS GOODE (434)977-2970 EXT 204 / sheet title CHARLOTTESVILLE CITY- GAS TING FIBER FIELD CONTACT: DERECK PERRY (540)836-7686 CHARLOTTESVILLECITY-WATER 0 10' 20' 40' Ll 02 sheet number waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I I\ NOT FOR CONSTRUCTION professional seal EUGENE RYANG project manager ALAN FRANKLIN project team i I I I I I I I I I I N N I N N waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I FHA 11450 1 RAILROAD NOTE �IQx = 2,521 GPMN LOADING DOCK 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 COMPANY --� DATED JUNE 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLICTS NOT FOR CONSTRUCTION r WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE SUBJECT : AND ADJACENT PROPERTIES. professional seal I TMP 77-40E I ANTEC PARTNERSHIP 41820 BROADWAY STREET vW zy g EUGENE RYANG DB 854-116 1 STORY METAL WAREHOUSE 1 project manager J MANAGED STEEP — 4 Q 20 ARBORVITAE 1 STORY METAL WAREHOUSE PARCEL A z TO BE REMOVED SLOPES, TYP. o m w o — DB 693 352 PLAT #1822 BROADWAY STREET Q Q p END OF STATE MAINTENANCE SIGN (LIZONING) K?o ALAN FRANKLIN CL� o m 5 o/z ,J project team — MANAGED STEEP 3- \ SLOPES,TYp. I ¢ 1\ I \ PORTIONS OF -6 M // O CG I PAVEMENT T BE k\\ I p4 \ I I \ REMOVED/R PLACED I� CxRAVE I D0l3" I /x- I L\ I >\ N J EA 00 2 STY#W// 3SWT. �\\� / / /—BRICK WALE — — I _ —� c I_ _ f 20' VEPCO ESM'T. 0 3998" RCH 2— - — — LU/c T� I DB 564-50 FFE395 W' / / fE39w 394 7_ —_ — _� I 20' CENTRAL TELEPHONE COMPANY 0 — ------------'— VA.ESM'T. / BRIC SWALE / — �r I DB 628-485 FFE 39].Ir BtMla RA 1 Pk385.8] / / < (PRIVATE) / 1 0 TJ - q9,EARI I I I �FFs6sMtI� V7"DOGW D �CON�WLL IICR -6 HEWN / I `L5' LLI VACS O8 1 Q • \I \ o 36"HICKO \ 1 / J L5� WN SSMH �S I o I ✓ \ I TOP=372.9' OTHESUNE / V=376.6' % \S I \ \ \ \ \ — �/ eo wooD / u/C 0p \ \ PAVED PART I I I I y / / \ i / o0.L 5b �Q S C S \ \ \ ND I �I I T R I I I I \ / % CEDAR / / V / BENCHM > / / / / / "9HKc,, / / p0 ��g15�bQ�P 2000 MARCHANT I I PORCH \ \ / T AGNO A 01> O� �J �1J TMP78-21B SSMH \ 1 i�1 4 I REES TO�BE / / / / bproject name WOOLEN MILLS, LLC _ \ S l y I I I �. REMOV D Af i O I O/ I / I I� / ANAGFD STEEP / TOP-376.36 I / r & W TERLINE T S/ / DB5000249 IN-364.2 )10 PVC) J S 2 #2 10 TBR EME SLOPE ,TYP. ON / DB 841-429 PLAT 375 / �� VA PACIFIC INVESTMENTS LLC N 368.7 )8 DROP) I 2-ST RY (LI ZONING) INV. -364.2 fj \ �axwOisD. % I / 5° PE DB 42- R T client ° DBL.15'H BRY — / J 2088 UNION STREET SUITE 1 — 7°3457�339 / / IRS ��'� NV. 0 64.0' )10" PVC) M LTI 14 — — — — I $y1 O V GINIAP BLI E .ESMi- COMCASTBOX R a UFT `DBL.t" u Y / CHIMNEY ®wM MAagox� 27U�IPugu ?' M OHU �Ty / SAN FRANCISCO CA 9413 I p 1 ct address \ O ro e In I PM LB UL 9 - 12" 9"/1 "MULBRY. ' r 12'CM �GEPA\ ONU 4 ossco? IMARC�ANTST EET E oyg`�' \ ocq�BF�F141 / U OE SONU K �50 WIDTH (PRA I SSMH — � �\ ,vEeC b 6 � sscoa / TOP=376.26 f 2'x3 G T Or Dg49 EDGEPAV7. P project number / l d l / INV. IN 364.9 �� \PkNNZE\ 2 MAI P INV. OUT=364.4' s �MP INV 3748 Y ON W� S H DIP PI EUS T ox S ` / \ U U —WU —vVl H .O GRAiE \ I1 e"MAPLE 1II I G VEv "�3a c_ ) PLAN --- ---/--- project9P LA N RWS �0FORC]MAN ( PPdRO)—WU yU �BEN\MARK#1 TREES TO BE ---------- phaedAVEL ARKIN_Vyj $DMH REMOVED ONE MwV v I � 1 oGE I TOP=374.31' \ \ s \ $' IP W—W \ INV. IN=372.3' _ �. , _ — w y wM MAY 19, 2022 INV. OUT=362.9' �fc _ FRS coT RIGH�oFwnYLwE I IN —370 issue date MANAGED STEEP SLOPES, TYP. GQ4 S /� /1S TMP 78-21Q � Iw 426 0. / GARAGE-1 STORY 3 IQ9n = 2178 GPM) _ _ _ _ _ _ _ - ---- I \ I / SYL WARREN N L. ERRIN JR. & o o I� / / \`P W / ——�_EDcecRAVEL WARREN L. HERRING 51ZF �q BROADWAYST.(END) J S —{ F _ _ PARCEL 'E7 MARCHANT ST. )BEGIN) S 54 — DB 542-568 PLAT / IRF \_ 0 i TMP 78-21 P _ LI ZONING I I \\ ALFRED B. SADTLEIR _ _ ( ) /I SANITARY SEWER 8 WATERLINE SSMH \ RF / c�9GF \ DB 4278-469 SSMHEASE— I / / 1. 12.03.2021 -ELIMINATE OFF -SITE IMPROVEMENTS DB 342-197, 202 PLAT ENTS OP IN737?4' (10"TCP) \ FyTP9�C B 338 3 8 PLAT NLOT 6, BLOCK A OVP IN8385.7' I8"TCP) N.W. BENCH MARK #9.73' TEMPORARY NCH MARKS — j revisions (PUBLIC) I V. IN=37 (4" CIP) INV. IN=386.2' )8" TCP) NORTH IRON ROD SET W/ CAP / DB LI ZONING) PLAT INV. OUT=384.5' )8" TCP) ELEV =383.94' / N . T=371.2' )10"TCP) (LI ZONING) (MANHOLE DRY) 7 BENCH MARK #2 IRON ROD SET W/ CAP / ELEV=385.56' / DEMO PLAN / sheet title 0 10' 20' 40' Ll 03 sheet number I H- w w N 3 ii FHA 11450 r o (ao = 2,521 GPM) mco) END OF STATE M MAINTENANCE SIGN Q in 0 10 Co VDOT STD CG-11 TMP77-40A � I ENTRANCE'A' BROADWAY CENTER LLC 00 I (ASPHALT) DB 4436-471 I I L (LI /NE011ZONING) 20'R lP. +g0_0 � 100 0 10+60 ASPHALT PAVEMENT I C'd III � I III 24.25' 0'R SR WIDENING---- 5'R (3) PARKING SPACES III' 3' w / NOS I r Q Q L C > o Qo0 _ _ - - - - - - � / co I m 9' S' WOOLEN MILLS I I'KMIN. \ N /- - 4 I Y 5' R o� PQ 8 TMP 78-21B WOOLEN MILLS, LLC DB 5000-249 DB 841-429 PLAT (LI ZONING) PERMEABLE PAVEMENT PARKING ISTORYMETALWAPEH( (8 SPACES) ROADWAYST' O 4' MAX. HT. CONC. WALL 10, UDOT � 7 TYP. C'G-2, TYP U/C� 5R' V U � SPACE - 0 WALK CONC. ALL - � I TREES TO REMAIN, TYP. MANAGED STEEP `SLOPES, TYP. 390 .a 370 p 10 P W 10 M W W > i M h Z COCl) !7 0 W h W Z W >Z QW QW W OQ O V) c) W U3Q + O w O ^o — r'0 HOW —��tn W <n N w m 4.50% 6 00% EXISTING GRADE PRC POSED GRADE ALTER CR DSS SLOPE OF BROA DWAY ST (J 0 \ () � 10, O M co h CID M co 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 PAVI-�.N —�0 ART SCULPTURE, TYP. - I 32(//C HVACS \ HVAC® LAWN 390 390 380 380 370 370 # 1820 BIZOADWA YSTREET u 00 w N Q J /^ V WUZ Q ZSz �Q > w J Q� Co WIn ZZ w— W O Zm O d W _ O O� O10 %, EX PROPOSED STING GRADE GRAE E i,\L Ii in CID 10 400 in CoLO �N �M �O MM c.�co �M 1n+nn 1n+An ENTRANCE PROFILE -'B' SCALE: 1"=20' H; 1"=10' V 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 ( NWFLI S WITH FIELD MONUMENTATION AND PLATS OF RECORD FOR THE $U ECTAND ADJACENT PROPERTIES. I*] 1 IRS I / k 'PO, /y lRS / O / / waterstreetstud io landscape architecture I civil engineering 418 E 1vlain Street 434.295.8177 Charlottesville, VA 22902 390 380 370 \ NOT FOR CONSTRUCTION professional seal EUGENE RYANG project manager ALAN FRANKLIN project team o OF�P Q O = 001, 50'R.O.W. / DB342-193PLAT D9542-56BPLAT U // / 081007-508PLA7 � OB 335-136PLAT VDOT CG 11 1 C -2, TYP MS 7 MS 8 MARCHAN �, 10 °N�/ J ADJUST EX. DRIVE 4' RKING-PACESMS 9 / /ON �Py� abo ENTRANCE W I � ... lRS � �,� OF m 15 O O 10' CHIMNEY IN OHU O OHU OHU s 5'R \ 18 — 8 s 9 9 9---------- --- --- ---- �Gti b / TYP. EDG - �ITY °N MARCHANT STRE ANAGED STEEP9�eP���F / ° ONE (50' PRIVATE R.O.W.) SL ES, T P. OAP � 10, PER EABL EDGE PAVT DB 403-592 PLAT \\ PARKIN VDOT I PAVEOH ----- - - — EO Fvz - -- - - --- CG- , YP ONE R.R CROSSINGS QAM eox O / \ (8 SP ES) ° j P EUSST. \ / / ° c STREETCLOSED ONV (4) PARKING SPACES GRA LE[ PARKING / MANAGED STEEP - - - - - �� - - - - - - - - I � - - O - - - - SLOPES, TYP. �� 0NU �� R/GHTOFWAYCINE /RF l I U TMP 78-21 Q a SYLVESTER LAWRENCE, JR. & - 0 0 FHA 10426 - --FOGEGRA_VR- - - - - l WARREN L. HERRING / / (Qzo = 2,178 GPM) GARAGE -I STORY DB 621-507 N I o PAVEMENT IMPROVEMENTS PARCEL "E" END \ i 0- - (NEW ASPHALT) DB 542-568 PLAT BROADWAYST. (END) ` T,9 (3) - PARKING SPACES - - - (LI ZONING) /I MARCHANiST(BEGIN) / ` L� (9' X 18' MIN.) 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SADTLER / DB 4278-469 / LOT 6, BLOCK A DB 338-308 PLAT DB 1579-591 PLAT / (LI ZONING) / / 0 10' 20' 40' 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. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS 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 @ 0.6797o A2 VDOT STD MH-1 384.00 375.40 375.30 42.00 LFOF 12" HDPE@ 0.7197o Al VDOT STD ES-1 - - 375.00 B2 2' x 2' NYLOPLAST CURB INLET 385.96 - 383.00 98.00 LF OF 12" HDPE @ 2.04976 Bl 15' NYLOPLAST BASIN W / SOLID TOP 384.10 381.00 ALL STORM PIPE TO BE ADS 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 E- w Lu w Q } to Q.� I113 Q CL TMP 77-40A BROADWAY CENTER LLC 79.25BC °O DB 4436-471 (LI ZONING) I 79.251 IP � II� RAINGARDEN I I \ N ASPHALT PAVEMENT h WIDENING \ III \ Q (3) PARKING SPACES �I I III 373 I ') w - � I �Q I C6 > QIo o i OOLEN MILLS 24" DROP -IN NYLOAST\pp�bME - W PL GRATE ON 10" PVCISTAND�PIPE W/ 24" INCREASER I 7 .30B RIM 380.75 INV. TOP OF STOR A_ K SD 15" NYLOPLA T>Sl LIESSMH B 1 MANHOLE TOP 372.9' S\ 384.10 I \ N S N 381.00 (12") T STORMTAN PLC \ SD VDOT MH-1 S s Lh3-LI RIM 383.20 INV. IN 376.60 (2 - w INV. IN 375.90 (4") \ S SSMH INV. OUT375.80 (12" S TOP376.36' ADJUST EX. D INV. IN 364.2' (10" PVC) VDOT CG-1 1 INV. IN368.7'(8 DROP) E RANCE'B' INV. IN 364.2' CAST INV.OUT364.0 BOX BE (10"PVC) BOX TO BE RELOCATE TMP 78-21B SSMH WOOLEN MILLS, LLC TOP 376.26' DB 5000-249 INV. IN 364.9' T E INV. OUT364.4' PR TE TIC DB 841 429 PLAT SDMH (LI ZONING) TOP 374.31' INV. IN 372.3' r INV. OUT 362.9' -f �A:H -WU WU I V FHA 11450 (Qx = 2,521 GPM) END OF STATE MAINTENANCE SIGN VDOT STD CG-1 1 ENTRANCE'A' (ASPHALT) y / _ 841 PERMEABLE PAVEMENT PARKING / (8 SPACES) 8" TRENCH . •• I� DRAIN 1 sl �• .• 8 .11I§ • w UJ FIFE FFE� FIFE FFE • I ��"I� ill �i • � ������-�i_17 .................. ������ -'J= �... 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TMP 77-40E ANTEC PARTNERSHIP DB 854-1 i6 PARCEL A DB 693-352 PLAT (LI ZONING) 11+00 390 370 cO QO O J �OQZ O 00 �a Q coQ Q J Z O LO CO NO'-'MMO� NOop MM N z U O Z Z� N EXISTING G ADE N N -O PROPOSED GRADE 390 Z N 390 380 380 C--- 98 LF OF 12' HDPE @2.4% 18" S ORMTANK 370 370 10+00 11+00 STORM DRAIN PROFILE - "B" SCALE: 1"=20' H; 1"=10' V 91820BROAOWAYSTREET 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. x� oGMs HVAC® I I- cNvv/vI 4-F TREESAPLIfJGS 24" ST ANK NVS 76.OTENTIOf� n l I I I I I I I J 03�'SPRUCEII. 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J DS 403-592 FLAT �MAIN PPRgX.J / o W�\-Vu 8 /P S \N \ ` �(pp4 MAPLE SNAG c �) STREE \\ I 8"MAPLE � )lll pGEG VELi 1i wv (4�PARKINGSPACES p W -- I D wr�� O � - i %� R/GH10FWAYLI1vE 1 ERf -370 GRA 11. P RKING TOP 389.73' INV. IN 385.7' (8" iCP) N.W. I INV. IN 386.2' (8" TCP) NORTH TMP 78-21 Q IW INV. OUT384.5' IFTCP) SYLVESTER LAWRENCE, JR. & s' le (MANHOLE DRY) / C3 O* � FHA 10426 EocECRA� _ _ o WARREN L. HERRING � h GARAGE -I STORY DB 621 507 J o l� / / (Qm = 2,178 GPM) W N IW PAVEMENT IMPROVEMENTS PARCEL "E �(NEW ASPHALT) DB 542-568 PLAT 1 / (3) - PARKING SPACES - - - (LI ZONING) /1 I (9' X 18' MIN.) / TMP 78-21P - - J• - r___ L7 ALFRED B. SADTLER / DB 4278-469 / LOT 6, BLOCK A DB 338-308 PLAT DB 1579-591 PLAT (LI ZONING) 30'OULBERRY/ I I 20 VEPCO ESM i. DB 564 50 (PRIVATE) / 20' CENTRAL TELEPHONE ' COMPANY OF VA. ESMT. / ERR p DB 628-485 (PRIVATE) o of c) = lRF l 50'R.O.W. v i / D9342193PLAT l / D9542-568PLAT D81007-508PLAT 01 DB335-136PLAT 0z cijy / of q�F� F , / qP/FF / :LOSED l / - - // �Z 0 10' 20' 40' waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 I i NOT FOR CONSTRUCTION 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. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS revisions GRADING PLAN sheet title Ll 05 sheet number i I I I I I I I I I I N N I I N I waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 [OADINGDOCK \ / I NOT FOR CONSTRUCTION ww TMP 77-40E r RAILROAD NOTE N ¢ ANTEC PARTNERSHIP WRIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY AND professional seal PERMEABLE PAVEMENT TRACK MAP FOR THE CHESAPEAKEAND OHIORAILWAf OMPANY DATED JUNE FHA 11450 TREES TO REMAIN, DB 854 116 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLWITH FIELD O rlo!td; PARKING I STORYMLTAL WAREHOUSE (Qp=2,521 GPM) TYP. MONUMENTATIONANDPLATSOFRECORDFORTHE$UCTANDADJACENi EUGENE RYANG Q (8 SPACES) ROADWAYSTR PARCEL A #182oBROADWAYSTREET O MANAGED STEEP PROPERTIES. > END OF STATE SLOPES, TYP. DB 693 352 PLAT 1 STORYMETAL WAREHOUSE J ,< project manager 0 0 a MAINTENANCE SIGN 4' MAX. HT. (LI ZONING) e� Q CONIC. WALL VDOT STD CG-11 ALAN FRANKLIN TMP77-40A W ENTRANCE'A' Q BROADWAY CENTER LLC m I o (ASPHALT) - F 5 ? project team DB 4436 471 I — _ _� 385 / '" �. `` I TO6"ARBORVITAE 380 (LI ZONING) I IP /NE .IY/' v — X 7 _ B n o� �M 1 / �.LL 1 X �. HE O ADJUST CITY qAS \ F— U C = AREA DER I4) 8 WAR�R D l\ I FUTUR / C NSTRU TION FOR INSTALL�fION O 5 MAPLE I 00 � OM. 1 , � METERS III '� I w 11 WATER, TYP m VDOT T .P �� \ P[jViLION / 0 ARTSICULPTURE, TYP. / a„ MAa(E 1 A / 7 & FHAE, VALVE, h ` N - -. i h r 4_ - ��J \ 1/!C U/C 0 J. POPLAk TAP ING ASPHALT WIDENING AVEMENT � � T @�3.5'�� � �. C4 �3.5' � / . `• — �'� —� ——��—�(7� / �7"ASH' — — — -\ . I'' 28" HICKORY (3) PARKING SPACES Huacs 1,750 GPM REQ. fIR LOW (4,000 SF, TYPE V-) LAWN �4-F TT EESAPLI<GS % I CON .IWALK oGMs evAC® w \ MS 4 I 373� I I I II% 3 5 1 MS 1 , MS MS 3 II I I I I I I I l 3� SPRUCE I I AKER SPACES O i I I 2YMAGNOUA "S.S RCH TYP /RS (648 RO S SF) °ssco PORCH ESIDPNCE- OV� — — I I I I I I I I I I I / 30'OULBERRY fi I D�vv O N (3 SS SF) --csw— I — / Q o o C9 hi`b (H = 30') I .� _ 1 1 I 2000 \ l / / BR/CK WALE I /C 48" P�JPLAR ill MARCHANT X o I H r /� _ [1z 1 6' CO C. WALK 3 16' _ 16 O I to M (HT =49') J / WOOLEN MILLS I Y\ cD� ADARAMP O 2-STY I 20'VEPCOESMi. I I 1 PRE3ysoa / BR/C SWALE UjC DB 564 50 (PRIVATE) I\ I �k O L aJ I PPE�ez[rsMr.t 20'CENTRALTELEPHONE �� ip.RA[N,8se COMPANY OF VA. ESMT /�/1I I v DB 628-485 (PRIVATE) EG/ COWA[[ Mll CH r . AH ���MS MS HEELSiOP,TY7 OF uI375 35"HICK RY WNf SSMH S I �� �� / — i a TOP=372.9' \ / i O/ / / / O 2 ,n I \ orH5L / RF BO WOOD QONCRET U/C / / l 5o'R.O.W. WALK /' I S� DUMPSSER PAD �� f V / r � i 08342-193PLAT B - AND ENCLOSU / \ / / / DB542-M8FLAT / / BENCH / 9'HK� 2000 MARCHANT \ / T AGNO A (J / DB 1007-509PLAT S \ �� G7 project name Sao I { � // O9335-136PLAT l {. MAIL / 4" S.S. LAT. 2010 ' � / /-- VDOT 1 SSMH S i VD 2, P MSMS 8 MARCHAN / ONE/ TOP376.36' ADJUST EX. D V % CG MS — G / / �y11C1 VA PACIFIC INVESTMENTS LLC �I INV. IN364.2 (10' PVC) VDOT CG-11 a ( � I A / / 5°PE i a c R �, o oFclient INV. IN368.7(8'DROP) E RANCE'B' \ af} 9 / / / �Gj 2088 UNION STREET SUITE 1 INV. IN 364.2' \ ;° T — 4 f RS R e\� _ / oHu �o INV. OUi364.0' (10"PVC) � — CHIMNEY SAN FRANCISCO, CA 9413 HU � C'/ / project address TMP 78-21B SSMH ` jP 4 _-- ADJIIIST EX. _ — — /— —f — — — — T — — —V WATER METE ONV WOOLEN MILLS, LLC TOP 376.26' o 'v8 T. Q _ MARCHTEEo / DB 5000-249 .., I V assco AGED P INV. T364. PAVE P V ( (50' PRIVATE R O.W.) [ prof DB841-429PLAT SDMOUT364.4' ER EABL 6 D 1EI cocBPAv7. DB403-592 PLAT R / LMAINIPPRQX/ / project number N PRIVA P V, VDOT — — iH--- ` -- — ` — (LI ZONING) TOP374.31 \ _ ; ARKIN CG_ I \ _ T R. CROSDVG� / NV.OUi362.9' ( SF ES) O� (5)� 8 WATER S J W P EUS� \ L — _ f„ w� w wd w�—w�—w�— S� 5' ` 1 1 �4"MAPLESNAc� /�� STREETCLOSED / FINAL SITE PLAN —wd—w% NJ—wd—wJ _ \ 5 / > M RKIN MAPLE CJ---------- -- -- - project p ase METERS, g^ o VEr R.WS.A.60"FORCEMA/N(APPROX./ 8€NCHMARK#1 J __ (4� PARKING h �4 MwV MANAGED STEEP \ — _ — W w"q �I O L _ _ _ // MAY 19, 2022 RLGH7nWAYL/NE IRF J issue date SLOPES, TYP. � lco � "� 'S _ � � 7cor I —370 GRAPE[ P RAVING TOP 389.73' `� I fN w / DOM. I / INV. IN385.7 (8 iCP)N.W. 03I WATER TYP. le I S / / I INV. IN 386.2' (8" iCPJ NORTH TM P 78-21 Q � I W G ` --------- (MANHOLE — W Q0 I \ I / INV. OUT384.5'(8"TCP) SYLVESTERLAWRENCE,JR.& ! ��IQ / /----------- C"\ yyaj�RL DRY) WARREN L. HERRING 11 !o o' FHA 1oa26 ---- - - Et'V B�IP g PCSF T - EDGEGRAYt TAP .$" e GARAGE -I STORY DB 621 507 J h Cie 10 / / (Qm = 2,178 GPM) S��1C� WAT RLINE I `y l4 1 ' -4 PAVEMENT IMPROVEMENTS PARCEL "E" Sg� _ (NEW ASPHALT) DB 542-568 PLAT / BROADWAYST. (END) i.10 G?, BEGIN (3) -PARKING SPACES MARCHANT Si 9L (LIZONING) /I (BEGIN) // \ F (9' X 18' MIN.) 1. 12.03.2021 -ELIMINATE OFF -SITE IMPROVEMENTS TMP 78-21P — revisions 28'SANITARY SEWER & I F ALFRED B. SADTLER / WATERLINE EASEMENTS I DB 4278-469 / DB 342-197, 202 PLAT LOT 6, BLOCK A L7 (PUBLIC) SSMH DB 338-308 PLAT / TOP 377.42' INV. IN 371.4' 110" TCP) DB 1579-591 PLAT / / INV. IN 372.4' (4" CIP) (LI ZONING) / INV. OUT 371.2'(10"TCP) , / UTILITY PLAN I / / sheet title / / / Z 0 10' 20' 40' sheet number i I I I I I w w V >-0o QUA 0 Q � M TMP 77-40A O ° `° ZAP BROADWAY CENTER LLC 0° DB 4436-471 (LI ZONING) I 1P - M- CG u III � PROPOSED \ III STREET TREE \ ASPHALT PAVEMENT WIDENING h (3) PARKING SPACES III 373 3Q 04 I Q� C, N 5S Q� o o I WOOLEN MILLS \ / I (2) EXISTING STREET TREE / - --CG1— I SSMH i0P=372.9' SSMH S TOP376.36' ADJUST EX. D INV. IN364.2 (10"PVC) VDOT CG-11 tJ 7 INV. IN368.7IF' DROP) E RANCE'B' Ij INV. IN 364.2' INV. OUT 364.0' (10" PVC) 0 TMP 78-21B SSMH WOOLEN MILLS, LLC TOP 316.21 DB 5000-249 INV. IN 364.9' DB 841-429 PLAT INV. OUT364.4' LI ZONING TOP 3 ) TOP 374.31' INV. IN 372.3' r INV. OUT362.9' -✓ —WJ —W� _JAI R.W.S.A. 60 fORCEMA/N/APPROX.�1� \ MANAGED STEEP \ SLOPES, TYP. 1,500 SF INTERIOR PARKING LOT LANDSCAPE AREA (HATCHED AREA) LANDSCAPE CALCULATIONS Tree Canopy Requirement: 10% of Total Site Area Total Site Area 59,265 Square feet Gross Site Area 59,265 Square feet (J Rec. Areas 0 Square feet (-J Pond Area 0 Square feet (J Wetland Area 0 Square feet Required: 5,927 Square feet (+) Tree Save 25,000 Square feet (+) Canopy Bonus 6,250 Square feet (+) Proposed Trees 1,959 Square feet Provided: 33,209 Square feet Street Trees Requirement: I Large Shade Tree (1 1 /2" cal.) per 50 Linear Feet of Frontage Street Frontage: 160 Linear Feet Required: 3 Large Shade Trees Interior Parking Lot Trees Requirement. 1 Large Shade Tree per 10 Parking Spaces Parking Spaces: 20 Required: 2 Large Shade Trees Provided: 4 Large Shade Trees Interior Parking Lot Landscaping Area Requirement: 5% of Paved Parking and Vehicular Circulation Area (Parking shall be Landscaped with Trees and Shrubs Area: 6,900 Square feet Required: 345 Square feet Provided: 1,042 Square feet Screening Requirement: Parking ores consisting of four spaces or more shall be screened from adjacent residential or rural districts. Provided: Not Aoolicable 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. waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 NOT FOR CONSTRUCTION I Provided: 3 Large Shade Trees (2 existing + I proposed) TMP 77-40E � ANTEC PARTNERSHIP I 80' RIGHT OF WAY FOR RAILROAD IS PER DB 274-70 AND THE RIGHT OF WAY AND professional seal PERMEABLE PAVEMENT TRACK MAP FOR THE CHESAPEAKEAND OHIORAILWAf OMPANY DATED JUNE FHA 11450 TREES TO REMAIN, DB 854-116 30, 1916, AND LAST REVISED JULY 17, 1978. THIS CONFLWITH FIELD PARKING / STORYMETAC WAREHOUSE (Q� =2,521 GPM) TYP. MONUMENTATION AND PLATS OF RECORD FOR THE $U CTANDADJACENT EUGENE RYANG (8 SPACES) '"DWAYSTR MANAGED STEEP PARCEL A #1820BROADWAYSTREET END OF STATE SLOPES, TYP. DB 693 352 PLAT 1 STORYMETAL WAREHOUSE J PROPERTIES. x project manager MAINTENANCE SIGN W MAX. HT. (LI ZONING) e� CONIC. WALL VDOT STD CG-I I ALAN FRAN LIN ENTRANCE W (24) TO - - —385 (38) EX. 4" 0� (ASPHALT) _ - -_ _ — - _ _ --- E[ECCBOX ARBORVITAE project team �38s 0 0 0 0 0 0 0 0 o e e o o e o >'• R� • � � � E9f: 10" CH R i � r HICK1QRY U C = AREA IJIJDER EX. 50" RED Cl) \ 1 1 r, 1,500SF�INTERIORRARKING�I FUTURE / / C NSTRU iIONFORINSTALL�FIONOMAPLE I � I� a LOT LAN PE AR 0 ARTS ULPTURE, TYP. / 1 I W I DOT ' LAND"PE P VILION � I � i EX. 4"MAP O J O I O C T P (HATCHED AR C� / / EX. 30" N I I -J �o UDC / I O J / EX. 28" POPLAR Y HICKORY O L / J / I 7" r[uacs 0 \ �------- ASH ASH o QB CON .I WALK LAWN Q / o Ga s evnc® I I I I r OI MS 1 MS II MS 3 MS 4 (1 25�000 SF LX. 9 , 11 4 / I C OPY PRESER ED EX.30" N O `z I O I ORWAY Pp d 32 CS I PORCH YP (8) - AKER SPACES �'_ I I ISFADEDIAREA) SPRUCE RS (648 R S SF) ° PORCH I I O N1 ESIDEN UV P - ssco� I I EX. I I X.300 O - (3 SS SF) _ _ esw 7n ' \ MA MULBERRY / U�' / IH = 30') 2000 V BR/CK WALE I /L1 / I I MARCHANT o ------—----- ' HT = 49') I — -- - C.WALK 3 o ( ��--—�-- /Gt CO 2 STY. W/ BSM T. I I I �— 7_ - _ _ _ 20' VEPCO ESM i. / v X I -- _� I I � O POF'LA � +ffE39509' � �—�------------ _ _ _ _ ADA RAMP zEXO48 l v / i — BR/C SWALE� -1 - f f��C I / DB 564-50 (PRIVATE) / b R ffEaeznesmr.+ W� / I / 20'CENTRALTELEPHONE U - - RATnase (� I 0 1, COMPANY VA. ESMT. (�/EX�' 3 9 , d! - - csw _ (III M GN LI ARBOR/ VITAE )` o v DB 628-485 (PRIVATE) / W /LLLL COA ACC l �J I �01 D R \ MS { MS 6 m / /EX. 1" 0 a V O G-2, \ I o �> Li ST� / WHEELSTwOP, TY� / / / / CHERRY �0 TY� / EX. BC�XWOOp LAWN _ oTHMINE / l �1 _ I 0 /Rf �ONCRET 501R.� v 08342-O.W ( ) V CON .WALK / / 'DUMPSTER PAD �� V / 391 Qg AND ENCLOSU�2EBENCH E 91, / OB542-568PLAT QB, )vD ��� /� -/QEI.2"/�2000 MARCHANT RDB 1007-SOBPLAT/// O9335-136PLAT project name + OT *CS (9) TO/ / EX.5"F/ECAj MAGNOLIA / 2I P MS MS 8 2010 (4) � MARCHAN / N�/ E Ms9 — I / / .; / E .8 CHERRY / / y��� VA PACIFIC INVESTMENTS LLC �� � � X.7"OCUS,- SON ��P client • 0 E _ y / / Rs - J ���i 2088 UNION STREET, SUITE 1 L a i d/ uEP T R A�ERRY r - i 1 e� CHIMNEY -�' /—DS7 i /� D� OHU WI/ Fc / SAN FRANCISCO, CA 9413 --} _ _ / - \ BO pN / / / / i - - T " /1h--- �ti� yproject address �5°HV / at�- 9���FfL A l L@C 6 ? T. LQ 0Ssco AR Ei - - G AGED TEEP / �P \`,�C�6/ co 150RIVq(TE R. .W.) // ry [ ES, T P� ---- PAVEEABL I Or iP ATE) EDGEPAv7. J DB403592IAT/ R l �MAIN �PPRgX./ / VDOT project number \\PARKIN CG- ( SP/ WA ES)-1^1�—WH 8 C A R. CROS�DVG [ ox / VVd_y�J—y�J— S W \ \ I 1 ` P EUSSb j�� STREErcLosED / / FINAL SITE PLAN d S \ M \ 1 0 ll\I — EL O / /----------- project phase 8€NCHMARK#1 (4J PARKINGSPAQES` \ �DGEG ?83�W \ I I v ` W " �_ i _ _ ° L _ / MAY 19 2022 pl1� _ _ - - — % - cor - - - * R/GHI�Of WAYL/NE f —370 GRA�E[P RKQNG TOP389.73' fN lR issue date INV. IN 3857 (8" TCP) N. W. 03 i INV. IN 386.2' (8" TCP) NORTH TMP 78-21 Q 1 W W �' I Q 0 I \ I / I INV. OUT384.5' (8' TCP) SYLVESTER LAWRENCE, JR. & IQ / / - - - - - - - - - RL - - 00 FHA10426 \------ IP W / S. /� T - ESE - - - - o (MANHOLE DRY) WARREN L. HERRING 1� / / 8�\i X �SACSP C ( GRAY( h GARAGE -I STORY DB 621-507 (Qm = 2,178 GPM) PAVEMENT IMPROVEMENTS PARCEL T" (NEW ASPHALT) DB 542-568 PLAT i [OADINGDOCK I r RAILROAD NOTE BROADWAYST. (END) MARCHANTST(BEGIN) i c?, ` 9L (3) -PARKING SPACES - (LI ZONING) /1 (9' X 18' MIN.) _ 1 t / 25,000 SF EX. \ F��� 1. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS CANOPY PRESERVED TMP 78-21P PLANT S C H E D U L E revisions (SHADED AREA) F ALFRED B. SADTLEF QTY. I SYMBOL IScientific Name Common Name Size ISpacing IRoot INotes 110 Yr Canop Canopy Tota 28'SANITARYSEWER & I WATERLINE EASEMENTS I DB4278-469 PROPOSED SITE TREES DB 342-197, 202 PLAT LOT6, BLOCK 3 CF Cornus f lorido 'Appalachian Mist' Dogwood 2" Cal. As Shown B&B 124 372 (PUBLIC) SSMH TOP377.42' DB 338-308 PLAT 1 CG Carya glabra Pignut Hickory 2" Cal. As Shown B&B bl 61 INV. IN371.4'110"TCP) DB 1579-591 PLAT 4 QB Quercus bicolor Swamp White Oak 2" Cal. As Shown B&B Matched specimens 299 1,196 INV. IN372.4'14"CIP) (Li ZONING) 33 TO Thuja occidentalis'Emerald' Emerald Green Arborvitae 7" Ht. 4.5 0. C. Cont. 10 330 INV. OU1 371.2 (10 TCPJ I Total = 1,959 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. �Z 0 10' 20' 40' Ll 07 sheet number Q J a w w W WHERE—-% PLAN APPLICABLE � 'I/. �� n��o rnniro nrT,nnucrnoo SECTION 1 SIDEWALK "III' 108 SCALE : NITS JOINT J� N, 2„ R NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 9 - No 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. SEE - SURFACE 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG NOTE 4 FACE OF CURB( WILL BE PAID FOR AS RADIAL CURB. - BASE k 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH A$ 3" - (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH( - IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE SUBBASE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. - OTHERWISE THE DEPTH IS TO BE I8"AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN I 6- �17 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. TROWELED EDGE; 2 VDOT STD CG-2 SH; TYP. L108 SCALE: NTS Y2" EXPANSION JOINT W/Yz" 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 VWVF6"X6"WIAXW1.4W/2" MIN. COVER - ONLY WHEN / WHERE VEHICULAR TRAFFIC IS EXPECTED TO OCCUR COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE HANDICAP SIGN - BLUE BACKGROUND, WHITE LETTERING (MUTCD R7-8 (VIRGINIA) MAY BE SUBSITUTED AS EQUIVILENT) 12" X 12" PENALTY FINE PLACECARD REQUIRED BELOW PRIMARY SIGN SIGN MUTCD R7-813 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 PENALTY 'w AWSW FINE iOW-AWAY ZONf MUTCD R7-8 (VA) NOTES: 1. METAL POST SHALL BE GALVANIZED OR BAKED ENAMEL HIGH STRENGTH U-CHANNEL. POST SHALL HAVE 3/9, DIA, PRE -DRILLED HOLES THAT ARE 1" ON CENTER FOR MOUNTING SIGNS. BAKED ENAMEL POST COLOR SHALL BE BLACK. 2. ALL BOLTS, NUTS, WASHERS, & SCREWS SHALL BE GALVANIZED. 3. SIGNS SHALL BE FABRICATED BY USING A REFLECTIVE COATING IN THE SYMBOL, MESSAGE, AND BORDERS APPLIED TO A SHEET ALUMINUM BACKING (.080") IN THICKNESS. 4. MESSAGE LETTERING SHALL BE UPPER CASE (WHITE SERIES B) IN ACCORDANCE WITH MUTCD. 5. THE SYMBOL IS COMPOSED OF TWO ELEMENTS. A WHITE WHEELCHAIR FIGURE (WHICH ALWAYS FACES RIGHT) ON A SQUARE BACKGROUND, INTERNATIONAL BLUE IN COLOR (FED. STD. 595A, COLOR #15180) 6. SIGN POST SHALL HAVE MIN. 6" CLEARANCE FROM BACK OF CURB AND PLACED AS SHOWN ON PLANS. 7. ANY SIGNS MOUNTED TO ONE POST SHALL BE SPACED 2" APART. 3 ASPHALT PAVING 'I' 108 SCALE: NITS 2"x2"x6' MIN. HARDWO( STAKES. USE 2 STAKES F TREE AND SET OUTSI ROOT PACKAI 3" DOUBLE SHREDD HARDWOOD MUL( TAPER AT TRUNK. MUD 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 3" VDOTBM-25 ASPHALT BASE COURSE 6" COMPACTED VDOT 21A STONE BASE COMPACTED SUBGRADE 4 DUMPSTER PAD L108 SCALE: NTS VDOT CG-2 CURB NO. 9 AGGREGAT IN OPENINGS AQUA-BRIC TYPE 4L CONCRETE PAVERS 3 J" MIN. THICK 2" VDOT #8 AGGREGATE 4" VDOT #57 STONE 8" VDOT #2 STONE NEEDLED, NON -WOVEN, FILTER FABRIC — WITH A FLOW RATE GREATER THAN 125 GPM/SF AND AN APPARENT OPENING SIZE EQUIVALENT TO US #70 OR #80 SIEVE UNCOMPACTED SUBGRADE UNLESS COMPACTION IS REQUIRED FOR STRUCTURAL SUPPORT ON LOW STRENGTH SOILS 5 L 108 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 `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 SCALE: N IS 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 Z' 0 HOLE FULL THICKNESS I 8 z't 011 4„ 2- #3 TOP VIEW 12 1 " 0 sly ��I�.211 32 1„ SIDE VIEW 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 2 4" 4" 8, Z SECTION "A" ENLARGED 6 CONCRETE WHEELSTOP L108 SCALE: NITS 5 2" „ z 3z I 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 w a t e r s t r e e t s t u d I o landscape architecture I civil engineering 418 E Main Street 434 295 8177 Charlottesville, VA 22902 I i NOT FOR CONSTRUCTION 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. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS revisions SITE DETAILS sheet title 7 ADA PARKING SIGN L108 SCALE : NITS 8 TREE PLANTING L108 SCALE : NITS 9 SHRUB PLANTING L108 SCALE : NITS Ll 08 sheet number NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS 2500 P.S.I. CONCRETE BASE AND BLOCK AGAINST UNDISTURBED STABLE A* 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 s" 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 '-611 (457 mm) 1" OR 1/8 BEND 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) SAODLES SHALL BE USED ON PVC PIPE. LOCKWING 36" MIN. ems, FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' R 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 FINISHED GRADE 1z•-1s" - METER BOX I I. I=I COPPERSETTER CORPORATION STOPx,;K'r •',;'"•s>i:eFo}+9e-�;;Sr; `ei `BRICK AS '.F.tit.<y -.A}. =.,c f �"• NECESSARY SAND OR DUST UNDER;' VDOT ;. 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 1/••II••••II••/1 1' ii i i.• i 1 11••11••••11••11 1• ► I M M ISOMETRIC VIEW w J Co H 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 I / \ i NOT FOR CONSTRUCTION professional seal EU(3ENE 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. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS revisions SITE DETAILS sheet title 6 STORMTANK MODULE L109 SCALE : NTS STORMTANK OBSERVATION PORT SCALE : NTS Ll 09 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 Odeg tilt, max tilt only 30deg, BRONZE FINISH 4 Luminis Canada Inc. BV521-L1L15-R30-L5L 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 Odeg tilt, max tilt only 30deg, BRONZE FINISH 4 Luminis Lighting BVAIIB-LILI0-TYP1 Bellevue Bollard Light, type-1 distribution, 1 1212 1 1 1212 11.4 100% Type I ❑ C,1 3000k CCT, FULL CUTOFF, BRONZE FINISH b6 ❑ 5 Luminis Lighting BVA11B-L1L30-TYP4 Bellevue Bollard Light, type-4 distribution, 1 910 1 0.94 910 11.4 100% Type IV ❑ 3000k CCT, FULL CUTOFF, BRONZE FINISH C4 Statistics Description bot right parking and dumpster are + 2.2 fc 4.0 k 0.9 k 4.4:1 2.4:1 mid parking area + 3.1 fc 5.8 fc 0.7 fc 8.3:1 4.4:1 top parking area + 2.4 fc 10.8 fc 0.4 fc 27.0:1 6.0:1 top parking area + 1.9 k 3.9 fc 0.6 fc 6.5:1 3.2:1 walkways + 3.0 fc 25.6 fc 0.3 fc 85.3:1 10.0:1 property boundary + 0.5 fc 33.0 fc 0.0 fc N/A N/A I I I I I` 7 3 ' '4 rr`�rrrrrr,.. - Lo I i I Ill I � ` `1 BIRDS EYE PERSPECTIVE RENDERING - N BIRDS EYE PERSPECTIVE RENDERING - W PLAN VIEW RENDERING -- s.._ � $„ - Po rl X !i.;,*::,k..'.,,r ..=,r.. •;a ?..w✓y, „ ,„ o.o"„„ o• ••Q, .„ .„ „„ ., ,„ .„, P.o o.o o.o o.o, o.0'i .0 0.0X�I i _ „„ „ ,„ „ „ •, „ „ „ „.„ , .o 10.2 -2.5 -0.9 I 0.6 2.2 0.6 0.6 0.7 1.7i 2.8 1.9 -- I 10.4 2.8 1.4 1.0 1.0 `1.0 `1.4 1 `2.8 '1,6 1 I 1 10.6 122 �1-81] �151 '1] '2] 22131.51] - __ _3_T.._ 4.1. __-..I. 2.6 _1.5 -_19 -_._.._ i .. __ _.___._ i r 10 3. 1.4 2.6 3.7 3.9 1.1, C , it r r is- 2.2 33 40 A L.-__ .. _ - -- I r r __ _- -- gOHT Ilk it -0_14 2.0 3.4 3.7 BOLLARD 11 1.5 21d 4-1 t0 0.3D 514�0Bi -1.6 �4tl I I I II % fclRbr:�C @33-------- ------ - 3.s I 1.7 o p `2.7FK J� V1 _ � i O LB LB 1 �® .2 _ - - - - - __--__�_--__ / _ r•" thr rtr _ 1 1.11.4 2.13.6 F.1 7(�3'�1�2 0191. 3.9 6.6 8. •,/ / ' ' i ! i i1 � 5C 1'R5 r Si r r r r r r r r r r r r r r .... ' LIGHT O LIE O Y i �r rr rrrrrrrrrrrrrrrrr rr 1 �.fi � 1 � A " 4r r rT r r rr rr rr r" r (UP) 14 d.3 3.9 10.3 - I • j I ., � I 2.1 49 �I `2. I 1.4 � I/T i .7 „ ! 10.5 Ili •I� 1 - - �, i ' / i ili II 'L7 .7 3 013 4. Ili& 2A 0.9 _ r `1.7 3.0 619 3.9 43. 2.3 ._= a 7 0. Ali 3.2 ' - - x ti LB 7 4 2 0.9 1. 4.0 6.2 7.1B�6�1 _ _ _ _ _ _ - _ - m y, Ili I I i LB b-_____ LBi `0.7 15 .7 ,1}!0 4.4J 3 Ili 2.6 1.7 I 431 0 LB ! p I O 4 tI 0.5 _ I�r ' oa_ I ! 1.z 1.5 1s 4.4 5s Ai9Q 'z 1 1s �� `1. I0.7 ;4 4 [6 4.0 34 1'11 i1.4 «1.1 `1.6 11. 3.5 10.4, '3.8 3.8., 1 ! r ili - - _ II ---___. 1 • } i j l ' _ ' l p.al •° . • 1. 2.8 39 4.0 rr 2`'9., •1.6 w 1 'S, " Ill LB LB - , 2 - q _ w. p 0 17 2.0 - - 2.9 tb 40 -0.0 09 00 O.a 0.0 -0.0 \ i 1 `y ________ ______ a�.o. _ OTC - ._.._ ___ _._. I- 1 o 0.4 _._..------ . ._._.._..___._._._..___ _ I I' ---__.. ____ 1_-._ _ p.1 it-� 0.0 i� 1 i.a-'I'. 0.1 i' 0.0 77 N ,.. 0.0 `I ---------L------'.._..-.-.- _.._.. i I ; - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ---- - i _ 0 10' 20' 40' ------------------------------ i waterstreetstudio landscape architecture I civil engineering 418 E Main Street 434.295.8177 Charlottesville, VA 22902 NOT FOR CONSTRUCTION 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. 12.03.2021 - ELIMINATE OFF -SITE IMPROVEMENTS revisions LIGHTING PHOTOMETRIC PLAN sheet title L 10 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 SERIES BVA21/BVA31/BVA32 SERIES Bellevue - LED Bellevue - LED Bellevue - LED Bellevue - LED Bellevue - LED POLE MOUNT LUMINAIRE SELECTION- RVA21/1,411,31 LUMINAIRE SELECTION - RVA32 ELECTRICAL DETAILS MOUNTING INFORMATION TYPICAL PHOTOMETRY SUMMARY TYPE�OWNTRY:PPOIECT: 0"on elIDDWr]1YC110M AllNpO„V)4CRI) 0"i �YOLTAW' ♦FINISH .Moon a LED L10XT]R[Cim WMR[(NWKI)M!p �Peall gMLTM['ORM]K Russella n. DVA21-LIL]0-TVP2/BYAS It7o-TYP2 rm BVA2FLILM-TYP3/SVA31i1Ln-WP3 / \ TTN SIIFFII DHNFKFn LY„FX]• IIiYr WAm ppYMODFL MDOMT $TANOARO COLORS' TYFE AIFFlY DFYY6IED LULENS MMR WATTS Poi XpOn XIIOMY ETANWRD COLORS' - Tom Lms: 6974 LUTPSS _ TOW Lms: 074 Lamm MCOFL LF UGNI POLE VDLTAO! FINISH OPIKIN OPTION OPTION Ola. �' TOIaI Input VIRUS: 65S BY Toal Input Wells "A Ve EELECOON 01.1L40•TYP2 3989 34 ❑ BVP61O IN, ❑ INV ❑WHY Spow wh,t. ❑ U1.80-TYP2 ]8]8 fi8 O 111 120' ❑ li 0 W„T Snow whos [M3m.I w• BUG. BLUbG2 BUG WJL) Gl / \ TYPE II 0 L1LW-TYP2 S026 44 ❑ BVP612 Ii C Nov 0 gl(T Jot Pill T.pE6 a ULIO0-TYP2 %)0SO B8 O RV0612 144- C NOV, 0 BKT Jet black O, Maximum Candela: 392) (d 3)5°Wn.S°Y MazmWm CarWe1a: 3145 @ 4;.5•Xyb15°V O L1LG0`WP2 6019 S6 0 8VP614 IES" 0 2MV 0.=T Ymnze 0 L;L120-TYP2 W38 00 0 SVP614 MB- 0 240Y 0 82T Bronze laama a ^+ ' j --1 1- Fran cover OpNlru[1a 01 ❑L11.7 TYP2 6974 66 CBVPfi20 192 027W OM51 Mail. shier 0L2L140-T)i 13948 137 0EWERS 192 Rivulets 216" 0271 CMST Matte PlYer �(/-'� BVA32i2Li40-TYP2-- -I- BVA32-L2L140-TYP3 camospnres StantdeMMurnksum ❑wA21 OL1L40-TYP3 3989 34 ❑BVP616 21G" ❑GRT Ttanlum 9mY ❑GPI Tifanrum gray a ` i Total 113948 Lumens �\, Total Lms. 13940 LUmem Opklonal ❑1.21.80-TVPS ]9)8 fi8 ❑BVP620 Met OpNonM I R 3- 4S" illlmTo x 6' (152mm) ExtrwlW ❑ LlU50-TYP3 SD25 44 0 34)V ♦ GOT Gun metal OVAA O L2LI00-TYP3 10050 B8 ❑ 34)V 0 FIRST Gun .0.1 Total lrqut Watts 131 W s Toll Input Warts 131 W j TYPe nI ❑ CMS cmmo"ne TYPE. ❑ CM CkdXyYw9pE P ,� BUG'. B2-UO-G2 ---__ BUG: 83410G2 eWmlrWm COIIOM Chamber 0L1L60-TYP3 6D19 55 ❑L2LI20-TYP3 13938 110 1 _ 3- Ann"., LED Duna, 0 0 L1L]O-TYP3 6870 66 ❑ 480V 0 My Erxiirav ❑ L2LI40•TYP3 13948 131 0 �V 0 SET Steel pull ry Mexlmum CeMela. iBii �w 3).5°W4]5°V _ --1 Mwalmum ClsrMNe', 62p9� 42S°W52.5°V - - - --! ❑ BGT English c.ean ❑ BGT EnplisM1 cream BRfC F - Cles, mpdpxles3Por60 LEOs 0L1L40-TYP4 3)22 34 0L2LBIYTYP4 7445 68 ]-PIN recepvatlewtM1 (6/amm] (y(jaan) ll W1 cant gwetgna evdllene a5' 4 4. Clear [empaed of w 0 L1L60-TYP4 4689 44 OP Ca" CO WR6 0 L2L100-TYPo 93]8 80 OPTIONAL COLOR$ OF on, cap option mOln[ed - fYpf IV IYPfi ry [mmml _ 0LIL60TYP4 Shp ❑R "iCcolor ❑LX14OTYP4 13M 131 ❑RA Custom RALSalas, on tsy of Me ppk as dlnwn - ToteRVALips6508L mersA3I-LILHI-TYP4 _ BVA21-L1L)07Lum BVw34tlV0-ttp5 5-Neauy9au%steelmounting plate CrvAa1 0L1470-TYP4 6506 Be66 slot CLriIdbTYPo 170K 131 ORAL RALR Tnlar it Tote Lips Watt Lumens TOW Lms: Watt Lumens / with levelmfl atl)ustrmmIS' torap, -- Total Input 65SW ( -" '"" :] TOM Input Watts: 65SW `\ Mead Swunting height can be O L1L40-TYPS 4122 34 ❑ L2L80-TYPS 8244 68 - 1 _ . ,1, w( ' N)G m-U0.G2 m. BUG: B3-UOGI - - - --- -- 6 0LILSO•TYPS 5193 4d "` "" ❑L2LI00•TVD5 103f15 88 - Id Maximum Carrdelar 3955 to 30'W60•V WSlanod, d UPOn rockest (CMta[t TYPE V TYPE V (� Maximum GMNa: 2]12 C U5°H/W VV 1«IOty) OL1L60.TYP5 6210 55 0UJAI0-TYPS 12441 110 ••� S. W (IWmm) x 6- (162mm) 6061-T6 CluL]O TYPS )20) 66 ❑ L2LI4DTVP5 IDBN 131 ._ �.. ,, _, BVA 32i2L140-TYP4 BVA31-12L140-TYPS alpmlrinm lade 025 was mlckne3s \- Total LO3a113O15 Lu1YIM8 TOM Lms: 14414 LUMNS --- - a.. Go UP. LGNT SELECTION - ILNILE IRLIN Y All ela0l®%SIwwI DXtlWafe. RM9FX LED LIONr 6Fl[CTIO„•NRRi Fl11irWLY 1 TOMI B2-U0 dlt5: 131W ^. TUG input Watts: 131W 0TYPE yFP,R DEIl3rlgED Ly„PNS• ,„pIR WATIy BUG: Urp C 62 BUG: erin CaG2 NOT FOR CONSTRUCTION DY>31 DL rmsle xsnemwaFvn[ TYK M�nxULTI - PnIYN[PLWRW' MMR WAm ` -' Maximum Carrliela: 7910 @�30°H/60'V -t4° Maximum CaMHa: 5423 alas°W625°V our a vvl r TYPE N C L1LK2A-TYPZ P85 14 - - _ 11 ❑L21.K2A-TYP2 3570 28 --- TYPE at 0LILK2A-TYP3 1703 14 WK., 0UUk2A-TYP3 SETO 28 --- TYPEry 0L1LK2A-TYP4 1666 14 TYPES, 0UL1(2A-TYP4 3331 28 BHT All ProOornishown use the 5fandad70CRI40o0KLEDs professional seal MATERIALS BVA21 nF1Anw4 TYKV OLILN2A-TYPS I845 14 ).PIN reupta[te with Let --omens made of 6063-T6 extruded aluminum aill Cast parts are node rensalan>� �m0]wm15� TYPFV O121K2A-TYPS 3689 28 _ PMLOcell opium mboam'd Please Nsi[aur web site www.lumirtizcom for complete LES. fiormattM downbatl tlao. tans 356 alummam alloy wlNa[Opper fCU)mnlent of Less DLMODYR �0.NODYLE-Lin L19q lBlRIOM WWTI MOOONwO[PII ®PEFLECTOR-DLMOWLE aDKCEa50" top of the Guy As shown. o..o 01%an res's [ OPTIONS LED COard 6 a33embl.d an a thlCk exnnded alummam prat k a, pralidws, by d 'd Arts" LWH% DIUVEWLLWENP NPVTWAm EUGENE RYANG J El ousels 140 14 R RIS Narrow.,Yr. 15' ❑ HL Hexttll (LCF 060). !L[Cl11KLL POLE ORIOM! Gee rvt a na aeal9 SIN(lem1 Is naL1d AGemalty "DNA pWldcon,( ran, HeadCon1geen45 ORM Flail Op11Cs 30"(standard) Not r0dammanded with R55 0BE Fuse Courtin is 3Kued with a set OF(4)3/4"40 x 1V LG cowmawd anchor at 1hF.env@r is mount6d¢Itrenn lrepde dcC¢is Wa(Sng1e H@atl OinSguratiixil EPA W:Ofi R•-❑Mll2S ;3Ba 2d ❑GFI GIONIStl leul CifW1MNp41t0n fIWa M[aMOCLe ❑ RSE Wide Boo♦ oo0c5 52" O SL Soble lens (LCF 0.9 W C BNFC NEMA 03641 )-FAN rtteplade wltl3 LNOInfl Cap plaNwtalke ❑ CAf Grab Nult circuit ireerrr4Nim w4N deenn-USB coven .o-n-;he pok tcp cap 0P2. P290, o3. p4)for pass o'maimenance .❑GLIL30 3BA 3o projectmanager ❑LSL Linear spread lens ❑PN) NEMA O3641I-PIN IKeplacle with Dho[ocNlsensarprelaatale0 ELECTRICAL BVAT C Its Arm moumad on a IV NR. Note NIN the Usblbulbn Of the ss'tewmnV DLMCgIIE�AM6N Ito ll&IT SIIKTION-IfIMIL MMdeLY (Arymrrltaxlam ❑M ICkV S4lgw prptaClG 'piflSwerallenwlllWalfeRe4 bYlh ivil DRIVER Standard drYel 1202]]V mwf, It mmpshalily(5050Hz)_ nsmn 1r(zrNmis whnWoanYdull Is West) 0M5 MWNn semionseree(deviceil 25hlo. 25)w300-.• 090V dimmlrq-mMy(dmz to l0%). Optional 34]/480V. opaannp fuRIY Dlugl®LUMIMF• BMIT WAm when lghtnb0uledldtwd) OMEN InHMatl mM'Nn sensor tlevice (hghMw 25%).300°c„elape.•• MWtipk maurlNnpse D Ia2 r. mean �MD ALAN FRANKLN cempwatures o1.40 C/-40°F to 5SCJIFF, datout over ¢Apace foam) (s>nml ' O DULK2A 249 10 KT2M O' p2pp Torn maM!d 90° .-IFIbm, wtuout over [anent protection. output short chi J Altemat9 OCT °K LED (LCF. Lum9n Call a51a1 fa 0 0 B3 Tr4ft Ore un1 is 90A Mf I mon,b i wits auto mandinew FPA vix:l2 k' DL MODULE LIGHT MUSCTIOx,.1 xe.R PERM 0So Ouadi Pat ❑K21E 3000K/70 CRI(LCF 091 Mourafed Us PON We. LED lot IL iff. V li70fac, t0001330 4peha Ran optical SUFFIX xpL yr waTl pK]0! ]GOON/]O CN (LCF094) ❑POST CUROm rotompeoIM.St. 5epdrdiP CuilOm eMflalydlNn MmtO mm,nLed yn Pale assrown. project team lenses. ONered m Optos i true 3500R. 40I., t bee ses CCT 0YA31-ol evaRa„e O R9 Vvry sto ".Iawsper, WNCs 9° ❑ K3M MOOK / )0 CRI (LCF 0.9831 NII in the InfpnanOn _ 2)0• ca ermi. (Black or opham far tletails.Optlpnal true amha LED for turtle sensitive seas. ��'"'N with BVA31 ,OOLILISNR H09 24 (39tabeen' ❑KWE 4ODQk/70CRI white) will TAX selected to best Wavelengths SBSnm to 597rvn. r6'OSNmf� rm(J'lNmi3 (38,305 candela)° ❑K38 3500R/SO CRY(LEE 0.6) NOTFS matrn fixture mint. LIFETIME a' 6' ❑K40 400p(/80 CRY (16083) I. If nO voRP98 is spBOh9a, luminaries are factory prewloO N defsolt IY1mu t®r.nl aHe House side sM1lMtl'(LCF 09) for 120V Far OfferYdlages. gease5pedlY with od,l., numb.,OF saooSYlrs L„B.u- (assort on LM-B`J rttrort far wmen malnlerla+ce) J VEnkN neat[ Tonto, FINISH WAVakx;ll R' 1-MS•(3Pawn5 I OTMt 3BO' LEDmoduleisdesigrl MlhatlWgmechanism NOTE'. Other CCT& highs CIA avallaDle, pwase comu't factory 2. GFIaMCGFoptm.,xn,iAxfiAdW amvegratuonacceszdoorside EVe 5t,e prepaabon Process includes pro a ntin, of cast asummum ellaxpeo forward and beck Dort adiusladllty. CprtI+R CGF coast Prolfude5 by 362' (92mm). 120V relaxed for GFI or COT 3 HS not ewflable On Type V CemOt be melted On Site. Rests for air extraction PoyeSMf ppYlda [Plllrlg i5 dpPllal IlnfWgn an BYA32 The a SD' dI1LCtIpN mmWe dHpsYL IO dun IIX light 4 Not compatible with PNSC end PH] Options MEN electrostatic prmaide and oven cured for long term fw5h irlMsmm) _ ❑NLTiUR2 lnhea0 r11 tdIR 20 Motan S(Owe 30D•cue2)e" - on i05bm TYISWnnI Fuaw In lMlthe 36 dr KilOn all For EAya woos CC .. �_., _ 6 Ameberlx] aaotK35 oP[Ign6 Mt dick ldblpwtq BRp OPout wort %and WRM1 Mismounted untdmthe he, CERTIFICATION Fu1y ndP table 360° rotation. untea made co the head as igled to UL1596aMC542224250 CULus IYled wet beaUpn. dilma <Tsmnn Wait ❑AM American dcagks ❑MfM- Maple )- T15 pole angmd lop Cover only Fish single Head CAnfigumi0n n3W°coverage Photons WOc [es[rng ceNOamLV by an intl9pendPnl latwfatpy In acciadarde J ❑ am Birch ❑ OFL Oak 8- Musl link t0 exterrsyl nL.9hl Air network. with IES LM-79 08 standards At 251 Lumen depreckdon in eccaatlnnce with EPA VMW:12R' 0 CHIN Chestnut ❑ RSw Rosewood P Not Available In 480V NLTAIR2? IESNA LM90 standards. Rated IP65. ❑ CRY Cherry ❑ TES Teak IO• Par 14' to 20' poles lrrstallrdCanada. 'a Ai f tour, LipM AIR 20 mpdon zmsor C KNP Wrmry pine ❑WIN Walnut O• Fan wood finish tort applied to the fixtue hsst base corer w handlwle moid.,mantedimide Me MOUNTING hood Fin. Maximum w hL 21 Of (95 ITS)°3' 300° coacraYe Eaho," •3 O95yn94 for Pose of access BM In34011o0ort I11Mn) _ J The black is secured an the pole by a sal of (d) 5/1618 bolls. The cast Munnown False plate IS seared with d Set of (4) 3/4 10 x W Ig, - galuar d ari boll ACCe3Adlity a done tMW9h a Ruse moNN 3' x 10' - � O6a2.,handMMMverpmre6eePage0fmaP.bVe�sran,pe 1. � �1�11"�. -LUMINI�s. LUMINIS. - ���MI�INI . WMINIS I Toll free. 811 Fax: 514683.8872 Email'. IniOHWmrnlacom LUMINIS.COM WMINIS I Toll free: 866.586464] Fax 514.683 U72 Erral mfoablumma,corn LUMINIS.COM WMINIS I Toll free. B66.5864647 Fax 516683.8872 Emol infoOlumrmzcom LUMINIS.COM WMINM I Toll free. 666.586.4647 Fax 514,03BB72 Email anfxiblumrmecom LUMINIS.COM WMNIS I Toll free. 856.5864647 Faz: 5146838872 Email: inf.01upm¢mn LUMINIS.COM 260 Latowese. Pointe -Clair. COC) Cereals, NOR 515 260 Labrosss. Pointe -Claire CDC) Canada H9R 515 260 LaDrdese. Pointe-ClalM (CC) C mado NOR 51_5 i 260 Labrasu. Plante-Clabw (CC) Careda NOR 5L5 A 260 Labosse. Pointe-Clathe (CC) Canada H9R 5L5 art Lufrti66unsmn'rbe+ltlmed'AF'#4wsr+iGprrs+.un.wNa6nLnp5 Wimr nmlu!e Liurric uerma'de Mlwd'Su cTos•gF•5spr®r*'me+R afE3naFf �wr mCGR. - LnFikebwtwM bU�Naceftfar s•ifrgpsusewowakilmi( it nd'yll I LofileeDiw>atrw]beaNmdN3'2k*aa PYOrawa'e#da6et3msil Piles mehys -egli Lrv(nv%m>Mai bainlmned'.Rv-dee•PA3unrw.me+aSfa�®u*Dxiw wf'Ek I '�i BVA11B/BVA12B SERIES BVA11B/BVA12B SERIES BVA116/BVA12B SERIES BVA116/BVA12B LU M I N I SrE SERIES Bellevue - LED Bellevue - LED Bellevue - LED Bellevue - LED TYPICAL PHOTOMETRY SUMMARY BOLLARD LUMINAIRE SELECTION - BVA11B/BVA120 OPTIONS TYPE- OUANTRY: PROJECT: - QnOOEL G. t10MT ED£C. 0. AS LED 'asioui ®FINIS. BVAtIFLW'1-T91 EVAW$ T4 CATALOG ' „UMBER: -' W.. LM a6LELTW _ PNOTOEW. ❑M iMmal pA[pngIXaell mpumeO an M c.d StuElly fee Grown m DIgD1U Fg11LTCNMTINIERRUPrpMr DGet Grouts 3atlturcuil kNemb[Ien lRNrrcttWah.4aefsrber au w rca _ n. NODEL LFD MY 0" VOLTAGE FINISH OMIOH o"oh, OPTON TYE SUFF% DF1NEgED WNFN6• IN/IR WAm TLMKRAIIMIE' ETIIIDAgO ST4NOAAD COLORS Flepel. Insl N__'N,ded.10 mcyd wi tkne bury - sycVe0 w11n ton snWs - - Poue mpl on SW EN's, 61 oarmo/Wah FawLa ¢ns✓rmtai26fi3E1m4m ka.w INW-As/WaSt SELFCTICN Worm -Cs. laE6N B3WIIGN .-i-Cmces's a„EWr/)Ory MULT}rYm or, 11 MACY 21WK a RW TO WNT Im. Fin to FY6[SaFEIY FNVIRpI1EW 9u4'to LOCI BVG-B;IAG Initial E10L167Y% ICd6 H IJ m 30" © %IBV „Kr AT EleCf ❑ BE Fu„ C NG Mwlneenae.' ©L43a-TTPI 3635 30 ©Res 31. ❑24W WT Exron, 0w WtXmVm(Wy weWW In WHY .0 SPOT) F FrOMCOVNfnnStrodadal 00140 '1 IT 2)]V -. MST Halle Slrar 611R6[9EOTE m ' COnpym raeietMt awrinurn. ©LILm,T 12 yl72 11 TIPS liranvngM DEAL IOi aurae P.uXI,X 2- 4.5°)x6"OS2mm) TYPE II Pull 0 DVAlE1 f3 LiL;4-1YP2 ut a345 N NO .1 Gunmetal CHT plre MOf6 P II r10 wlta9enspL¢IfIpOJumlrunLs are fatlpn faewlreOlry OM-mtMr qoy Fr E%balled tlQtl MaIYmIMIm OMI[d Ixe. 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