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HomeMy WebLinkAboutARB202200015 Plan - Approved 2022-07-29 (2)nT• rr MArA. TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 05600-00-00-03200 AND 05600-00-00-032AO YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL PARCEL AREA: 2.56 ACRES (PARCELS 5600-32 AND 5600-32AO COMBINED) LIMITS OF DISTURBANCE: 1.84 ACRES ZONING: HIGHWAY COMMERCIAL (HC) OVERLAY DISTRICTS: ENTRANCE CORRIDOR STEEP SLOPES - MANAGED MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY JENNING STEPHENSON P.C. DATED 1/29/21. VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: PUBLIC WATER AND SEWER DRAINAGE DISTRICT: STOCKTON CREEK SUPPLY WATERSHED DEEDS & EASEMENTS: D.B. 249 PG.399 - R/W DEDICATION D.B. 3471 PG. 399 - BMP MAINTENANCE AGREEMENT D.B. 249 PG. 399 & D.B. 250 PG. 266 - R/W DEDICATION PLATS: D.B. 300 PG. 348 - EXISTING IMPROVEMENTS AND PROPERTY LINES ZONING SITE REQUIREMENTS: USE CURRENT: COMMERCIAL BUSINESSES PROPOSED: 101,722 SF 3-STORY SELF -STORAGE BUILDING W/ BASEMENT SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE) SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE) BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: BASED ON NUMBER OF STORAGE UNITS P1=0.89*(#OF UNITS / 100) + 2.5 = 0.89 * (750 / 100) + 2.5 = 9.2 BASED ON SQUARE FOOTAGE PZ = 0.07 * (1,000 SF GFA) + 4 =0.07*(97)+4=10.8 TOTAL PARKING REQUIRED: 11 SPACES PARKING PROVIDED: 12 SPACES (INCLUDING 2 ADA VAN SPACES) IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.44 ACRES PROPOSED IMPERVIOUS AREA: 1.07 ACRES NEEDED FIRE FLOW PROPOSED BUILDING SQUARE FOOTAGE: 101,722 SF BUILDING CONSTRUCTION TYPE: IIB (SPRINKLED) REQUIRED FLOW BASED ON VA STATEWIDE FIRE PREVENTION CODE, APPENDIX B, TABLES B105.1(2) AND B105.2: 7,000 GPM 7,000 GMP X 0.25 (FOR SPRINKLED BUILDING) = 1,750 GPM SANITARY SEWER AVERAGE DAILY DRY WEATHER SEWAGE FLOW: 53 GPD IN-SERVICE DATE: SUMMER 2023 NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. ZONING NOTES 1. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP APPLICATION. VEHICLE TRIP GENERATION CROZET SELF STORAGE LAND USE ITE CODE AMOUNT UNITS WEEKDAY AT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL Proposed Devebpnwnt Mini Wareharse 151 90 000 SF 136 5 4 9 i 8 15 TIOrA L 1 136 5 4 9 1 7 8 15 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE FINAL SITE PLAN SDP2O22OOOO7 (INITIAL SITE PLAN SDP202100081) ALBEMARLE COUNTY, VIRGINIA FEBRUARY 2, 2022 t6 r Fq➢ �w s TnPIFk: '" KMN-1 TVW L wuMrnpeT¢!i L"1 -_ u PROJECT SITE v �m F ra } VICINITY MAP SCALE 111:10001 OWNER: YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 DEVELOPER: MERCHANTS RETAIL PARTNERS, LLC 2801 HIGHWAY 280 SOUTH, SUITE 345 BIRMINGHAM, AL 35223 CONTACT: ANDREW LEWIS PHONE: 205-329-3934 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: 434-327-1690 Approved MMM 07/28/2022 8:54:54 AM Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C7.1 UTILITY PROFILES C7.2 DRIVEWAY & SIGHT DISTANCE PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS TOTAL NUMBER OF SHEETS: 13 AIbmmrl eeCouuty Date of Report ServiceAuth�rity Hydrant Flow 8125,12921 Test Report Location IROCUISH GAPTPKE CROZET Pressure2one Crozet Service Area Date and Time of Test 8/2S/2D219:56:0CAM Minutes of Flaw O2 Pipe Sure (Inches) Pressure Hydrant Staticpressure(psi) SQl.2 Residual Pressure $Q% 10 Q20 Looped C 020 Multiple Inline Hydrants ❑ Q2C Single Flow C Sprinkler Test Single Flow Flow HytharmM 10099 Rent Pressure#1(psil 37.3 Yellowl 0 Test Fiowl Dow Hydrant #2 11623 PHot Pressure#2 (psil ® Yellow 2 ® Test F6ow 2 Dow Hydrant#3 10097 PHot Pressuren3 psil 237 Ye11ow3 ® Test Ftow3 gl Total Estimated Flow (gpm) 2]i6 AW WA Q20 Calculation (gpm) 3669 o<ne.e m cx naoPz:mwn+eP e�sswreav,mmna.sae,mY:ue.unJ fmm�,ems Hydants opened all the way. ru m�eeoiub.ti:l taNeawm aNNma:m:v mv,+s u+am rua m,.kvmxu,re, marvymar.m �mrsFfR.4 rwy3w'ABN6M1w'a.a 4e,.lJI.E UEe vbw.+alequaOwolNeMaJ rtm n. per!. Rerrep:web Estimated Consumption gal) 5432'i F., 1. or..a. awdl Signature of Tester: APB .3 CLINT W. S FFLET Lic. N S43811 QC, 6-8-2022 {�v� M E ON N 0 N � o >E w = � JJ ~¢LL IL 5w O m U 00 Up N 7 z�Y� 30 �x w in Q D Ln 2 �N = V > N F_ a c rn O N � M a � CO J CD w QD F Z O a U U Ln W O Z 0 W W KO O Z 2 O O U U ck� Q� as O O Eu j K� DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A a 0 J W LU o i (n v� O L Q LU Lu Nm w J 0 Q U JOB NO. 48757 SHEET NO. C0.0 L GENERALNOTES BLASTING NOTES � j,XLT M 0 s zl3 LEGEND ROADS ­ � l m STORM PIPE & STRUCTURE NO. �Sr-5 v �® DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION Q PARKING COUNT :�1y6\Iy�l ��uytli!te�ya�orv���yaavat ri ITT MR, EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE - - k Department of Community Development �r Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. Pr P g g C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. PRESENT DURING CONSTRUCTION OF DAMS. 4. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER 5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY ALBEMARLE COUNTY FIRE PREVENTION NOTES CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS A HAZARD AND THESE AREAS SHALL BE AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. DESIGNATED WITH "NO SMOKING" SIGNS PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. PRIOR TO TYING -IN 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PRIVATE STORMWATER PIPES, VIDEO INSPECTION OF EXISTING STORMWATER PIPES IS REQUIRED TO CONFIRM PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONDITION. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. ALL CONSTRUCTION AND DEMOLITION SITES. PROVIDE ACCESS TO WITHIN 100' OF TEMPORARY OR PERMANENT FIRE PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT DEPARTMENT CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13'-6". STANDARDS AND SPECIFICATIONS. THIS ACCESS MA BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING ALL WEATHER CONDITIONS. DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS 13. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE COMBUSTIBLE MATERIALS ARRIVE ON SITE. RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. THE ENGINEER. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED 14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF (WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL), IN EVERY STORAGE AND CONSTRUCTION CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT SHED, AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. DEVELOPMENT. 15. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 17. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 18. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 23. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 24. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 25. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 26. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 27. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft.fft. 28. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 29. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 30. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ]CC/ANSI Al17.1-03. 31. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 32. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 33. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY. 34. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 35. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. 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 VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. 38. 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 ENGINEERING GENERAL CONSTRUCTION NOTES 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 DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALNERTICAL). 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). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. CLINT W. tZ S FFLET Lic. N 54380 4 OO 6 8-2022 M �� ss�ol► st. ,LNG.. M E 0 N U N C > E w a E W a LL o L nf �wO m.a a� j U EO J - y, M WN N v �X 3:j na a ? LL V° to a' '^ C � rn O N M v W J V) 0 0 X L9 a0' H w w_ U U a z O 0 O H z O a it U to W 0 z O w of w Q 0 9- zt W n U C4 a O U) U1 W DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE N/A Uj ( V < a J I� 0 < � > LU LL J o C) W U z Ln w co N � z U JOB NO. 48757 SHEET NO. C1.0 L m EXPANSION JOINT WITH / 64hLTH 0, 0�� A'j�Z'jL PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB R=2"�� FILLER, "ZIP STRIP" OR ° { Oil NON -SLIP BROOM FINISH UIV., SEAL WITH WWF 6x6 W2.9xW2.9/��\ / / CLINT W. SILICONE SEALANT 6" %/ S v LET Lic. N 4• .54330 T °,:,, a CEMENT CONCRETE /\\�/\\� , ° SURFACE 6-8-2022 �v • i;' 18" ° a S 6" TYPE 21A STONE COVER \ \�\ COMPACTED SUBGRADE (CBR 11.2) ° \//j\//\\ .°a a .. M E e VDOT A-3 CONCRETE O ° o N SUBBASE N � ¢ o > E DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w a E CONTINUE 216 STONE BASE FROM ¢ a o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION o LL w O o UNDER CURB, 6" MIN. DEPTH ti cc W � M No Scale w o VDOT STANDARD CG-2 CURB a o > z M a No Scale SIGN H'� X ce LL U w STD. U POST ate? Ln s v N z Z Z GALVANIZED v ¢' uO O 2 R �4" c rn �N N w 00 d . CONC CURB AND GUTTER CLASS 3A, �M o UU (fc=3,000 PSI) CONCRETE o w 2 2 �~ 00 6'-8" MIN. W d W a (fl U) o ° REFER TO VDOT STD STP-1 DETAIL ° a .a d ° .. 7 W W FOR MOUNTING REQUIREMENTS a d o ° .a // EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) ° F 3" CONCRETE COLLAR w N N �CRUSHED STONE BEDDING 6" MIN.' = Q Ln Ca 6"DI CLEANOUT �\ 6„ 6„ 2'-0„ z O DATE A CONTINUE 21B STONE in COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PLOFANE D SUBGRADE PAVEMENT SECTION o 2 2/2022 / UNDER CURB > No Scale DRAWN BY RESERVED RESERVED CLEANOUT DETAIL K. FLYNN VDOT STANDARD CG-6 CURB & GUTTER No Scale PARKING PARKM • DESIGNED BY No Scale If C. sHIFFLETr SIGNAGE NOTES: • CHECKED BY 2" ASPHALTIC CONCRETE SURFACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH COURSE - SM-9.5A • C. SHIFFLETT THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY PENALTY PENALTY o 0 0 • SCALE REVISION THERE TO: $M-SERE SM-SURNE A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TOWAWAYZOhE TOW AWAYZOrE 8" TYPE 21-B AGGREGATE SUBBASE COURSE • B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. VAN C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 6'-8" MIN. AOBLE 6'-8" MIN. D. THE 2018 INTERNATIONAL FIRE CODE. OVE COMPACTED SUBGRADE FINISHED FINISHVE ED (PER GEOTECHNICAL REPORT) 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE GRADE GRADE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING NOTE 1 ABOVE. SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL LIGHT DUTY ASPHALT PAVEMENT SECTION 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SOLID WHITE LINE 2411 STOP (TYP.) 2" ASPHALTIC CONCRETE SURFACE COURSE EDIA 5A 3" INTERMEDIATE BASE COURSE - BM25.OA PARKING SIGNS FOR THE DISABLED No Scale ui / � V 12 STD. o 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE (VARIES) R1-1 CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK Q STOP BAR DETAIL ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) \\\\ j�\\/\\\\\\� z O I --I NOTE: STOP SIGNS TO BE 30" WITH SUBGRADE HIGH INTENSITY SHEETING NO SCALE HANDICAP SIGN LOCATION (TYP.) COMPACTED (PER GEOTECHNICAL REPORT) \� ,^ / v l LLJ Q 2'2- 2 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL z SOLID WHITE LINE �f } VN�B J 5 C) EO FACE LI..I O ZQ PAINTED 18' 18' cuR HEAVY DUTY ASPHALT PAVEMENT SECTION (n J No Scale PER 6 VDOT q" 4 SPEC. PAINTED Q 2: v STRIPE (TYPICAL) w LU Q w 8 TYPICAL 8 8 VAN 8 9' �� NON -SLIP BROOM FINISH O O 4" DIAMETER STEEL (TYP.) (TYP.) ACCESSIBLE ACCESSIBLE Z PIPE FILLED WITH CONCRETE. BOLLARD HANDICAP SPACES REGULAR SPACE U SHALL BE PAINTED STRIPING AND SIGNAGE DETAIL VARIABLE WIDTH' MAX. CROSS SLOPE2% TYPICAL PARKING SPACE DETAILS YELLOW No Scale No Scale PAVEMENT 1.5"-2" BITUMINOUS 2'-0" DIAMETER CONCRETE SURFACE COURSE - SM-9.5A 2' FROM 7-1/2" EP 6' LENGTH �j��A�,/���/ 4" 3,000 PSI AIR -ENTRAINED CONC. FOOTING CONCRETE 0 0 0' ` a e 6� .' ° S COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER a EP EXISTING AGGREGATE BASE ANCHOR WITH 5/8' REBAR IMBEDDED 24" IN GROUND; /✓ �5'\/\\��\\��\\��\\//\\��\\//\\��\G. COMPACTED SUBGRADE 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. COMPACT AND/ / / - roe No. ROLL TEST EXISTING BASE u NEW ASPHALT SURFACE. COURSE. THEN PLACE DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 48757 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. Cl 1 No Scale No Scale No Scale No Scale No Scale • h L 8'IMIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - GENERAL PB-1 IS-1 L MET "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE LOU ARA CABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED N THE PLANS. 2. N . (EIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS N TO FIRM BEARING SOIL. CIRCULAR PIPE j 1. D . OUTSIDE DIAMETER OF PIPE. 2. U - WIDE DIAMETER OF PIPE. 3. X - WITH OF CLASS 1 BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE WE. % - YC' 1WEIE W IS LESS THIN 36". %. 1Y' METE J IS AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEODNC ]MATERIAL. MAY BE ELIMINATED FOR NORMAL UN EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE WE (EXCEPT PLASTIC PPE) /- ' 30" AND LESS IN DIAMETER WITH MIGHT OF COVER TS'OR LESS. i REGULAR SACKFUL MTEIM MAY E U50 N LIEU OF CLASS I BACKFILL MATERNAL FOR / ALL FOUNDATION TYPES FOR ROUTINE ENTRANPP CE E 1EXCEPT PLASTIC PFI 30" AND MESS IN DIA ME WIN IEKMT OF COVER 15' ON LEST G SFDDED MATERIAL AND CLASS I BTCI6LL MATEN& MAY E EUMWNIED FOR SHOULDER SLOT MET ODTLED WRET PIPES INSTALLATIONS. /i ELLIPTICAL PIPE q A 51 - WTSOE $PA! DIMENSION OF PPE L SOU. WIDE SPAM DLENBON OF WE. 3. R - CUTSE AH DIMENSION OF PIPE. TRANSITION BETWEEN PPE IWHEN DM.ElEWE 4, X - WONOF CLASS IBACH6LL MATERIAL BEYOND THE AP TIE EXTREMITY OF THE E. SIRES OF % - 1T' WHERE S2 LESS THAN 36". 5 WE ENCOUNTERED PINES ARE ENCOUNTERED. B X - WWHERE Sq 5 M" AND BEATER S DIRECTEDSE THE ENGER. BEDDING M.ATERMFORL MAY BE ELIMINATED F E NN�FL LAWN FOILUATDH6 UNDER ROUTINE ENTRANCE PIPE WHERE S2 5 33" N LESS AND MIGHT OF COVER IS' ON LESS. 6. WGUI BNCKFUC NATION& MY BE USED IN LET OF CLASS I BACKFLL INTERNAL FOR ALL FOU DATM TYPES FORROUTINE ENTRANCE PPE WHERE S2 IS 35" N LESS AND NOTES' HEIGHT W GP VETR A'N LESS. SHINING OF MANHOLE AND INLET AVERTS N ACCORDANCE WITH THIS DRAWING 5 TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS N WHERE INVERT OF PIR IS MOVE AVERT OF IVERT OF OUURET WE SECTION A -A METHOD OF TREATMENT IN DROP INLETS 0 \I SLOPE TO MAN TO NVEST OF WRIT PPE PIPE ARCH sTRucruE. MANHOLE N DROP MET IS TO BE FORMED AND CONSTRUCTED 1. S -SPAN DIMENSION OF PPE. IN ACCORDANCE WIN APPLICABLE STANDARD N SPECIAL DRAWING. / e 2 R - RISE DIMENSION OF PIPE. THE INVERT SHAPING AS DETAILED HEREON 5 TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO GLASS A3 N / 3. B - WE M-1 TABLE FOR APPLICABLE WE MATERIAL CLASS W, IN DIAMETER EPT THAT 25X OF COARSE STOKE AGGREBROKEN MAY BE N TO 6" N gµ1ETER AND CONSIST N STONE, BROKEN BRNCK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE 4. x - WDTN N CLASS ISADffLL MATEM& BEYOND THE ]EXTREMITY OF THE PIPE. SHILL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NOTE I I x - 12. WHERE S2 5 LESS MAN W. N THE COARSE AGGREGATE SHALL EMAN EXPOSED. ° IB' MERE 52 5 38- ND GREATER DETAILS N INVERT SHINING AS SHOWN HEREON ME FOR EXAMPLE 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MY BE ELIMINATED FOR PURPOSES ONLY. EAOR MANHOLE OR DROP INLET IS TO BE SHAPED - HOB/µ EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WEER S2 5 3 ' N INGIVIW&LY TO BEST FIT THE PMTKXLM INLET MD OUTLET LESS AD MIGHT OF COVER WON LESS CONFIGURATION AND FLOW LINES. SECTION B-B 6. EGIR/R BMOLL MTERM MY E USED B LAW OF CLASS I BMKFLL MATERIAL FN PLAN µE. FWIDATIN TYPES FOR ROIHTLE ENTRANCE EWE MINE S 5 35' N LESS AND MIGHT OF COVER WOR LENS. METHOD OF TREATMENT IN MANHOLES IFICATIERENCON INSTALLATION OF PIPE CULVERTS & STORM SEWERS xv=r �V[x7T STANDARD METHOD OF SHAPING SPECIFICAT ERENCE ROAD AND NOW STANDARDS ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS REFERENC 302 GENERAL NOTES EV51N DATE SLEET i N 1 SHEET 1 OF 1 REV510N DATE 302 303 MGINA DEPM7 ENT OF TRMMNIAIM DT.00 106.08 VIRGIMA DEPARTMENT OF TRANSPORTATION REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" 1N ANY DIMENSION -INTIAL BACKFILL* (6 LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 4 ,L H VF,VVJA VIER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 WATER 2500 P.S.I. CONCRETE THRUST BLOCK 01-1 �% ECTKKN CAST IRON -+}� %R SECTION STEEL pI-3A, }B. }C NOTES EXPANSION FOR Dfruls of MET JaNT EXPANSION JOINT 3'-NI" FRAME L COVER WGB RD E L 2%R" X Z(/p- x %"DEPTH J BPr3t 9EWµN w AS WIDTHy, XY-4` LONG L PLANS. F�NN MET THASHON 10' 15E SEE STANDARD N:-2 .� OPTIMA w _ _ 0iK£ I418 d CANT I GALV. WON I STEEL g6 + lB5 3 lB5 163.6 IHCLUDNG I NCLIING LOPS SONELTN 2. THE "H" DIMENSION SHOWN N THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE ON FALL PPE TO THE TOP OF THE JOINT STRULTUK. PLAN "H" DIAENSHNS ORE APPROXIMATE ONLY FOR ESTIMATING WEIR TILL PURPOSES AND THE ACTUAL DMENSIONS CNIECTORS SMALL BE DETERMINED BY THE M COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED N THE PLANS THE AVERT IS TO BE SHAPED N M:CORDMCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING AL MATERIALS NCOENT& TO THE SHARING IS TO E B1 INCLUDED IN THE BD PRICE FOR TIE 2.p., .. cumccocaccommocc MNNNNKt1Kt•N=11B7- 11NNNNNMNNINNNKNNNNI IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN IN =�v+ IN _ _ __ - %II 4•_2•• yi x }/¢^ x 4'J I %" x V' STRUCTURE. 6' MN. PLAN 3 0 PLAN ---- L_T2" 9'/z" S� SHEAR 4. N THE EVENT THE INVERT OF THE (GRATE fEMOVEOI T T-I CONECTORS OUTTµL PIPE IS HIGHER THAN THE raA NMIM KEYED CONST-JOINT SEE DETAL A BOTTHE OF THE StRUAUL. TIE INVERT I {..� WI THE STRUCTURE SHILL BE ENT L YNNHE MA Y4 11 WARPED WIN CEMENT ILRL�VVVI ` STANDING N POIDTIANGUTTER DOF WATERINTHE 2- 0" B• 2•-fi• ,grB 8• T-0" Zay 2•• IRS A APPROACH SECTION B-B SiflUCTUE. TIE COST OF FURNISHING I� ry 1 - GUTTER COLLAR DETAIL ys• MN RAISED '� RMXD µL MATERIALS WCOENTµ ry TOEING. TO MET SHAPING 5 TO BE INCLUDED " N THE BD PRICE FOR THE STRUCTURE. - ➢REASONS FN DIM NO WASTE MINIS TO WATERWAYS 5. STEPS R G TO BE PROVIDED WHEN H IS B S G CAST IRON ONLY 4'-O" N GREATER. FOR DETAILS SEE . STANDARD ST-1. BINS F BARS E �B w d DETAIL A DET L B S. THIS ITEM MY R PRECAST N CAST- W3" DIAMETER BARE E N-PLACE. i WEEP WEE FRONT ELEVATION MOST e- 1'-1' 6" SAW B Y. 04 X 8" SMOOTH DOWELS AT - - - - - - (GUTTER REMDVEW 3'- 0" I 4E ETAL APPROXIMATELY 12" C-C TO BE I PLACED N ALL AREAS ADJACENT SETTARLDMETHTT M LIAR OF DOWELS ENi 8" 5M/1' BENT PLANE 0- SECTION B-B A 2"X4" NOON MAY BE PROVIDED. SEE RNAE DE T-DI-3,4 FOR ALTERNATE DESIGN. _„ TYPE A NOSE DETAIL SHALL BE USED wrtx CG-3 M CG-] STMDIRDS. - C2%'%2'!-%Y." 8. 3" DIAMETER WEEP HOLE WITH MESH " G&Y/NGtU PLASTIC HARDWARE CLOTH I I." MESH TYPE B NOW PETAL SHALL BE USED WITH CG-2 8 CG-6 STAUAD5. 4 TYPE A TYPE B 112 % 4" STOP SHEAR CONNECTOR WELDED OR G&VAIM STEEL W'1RE MINIMUM �������������� WRE DIAMETER TIM'. NUMBER 4 MESH GALVONIZEO PLATE FOR TYPE A TO RNi ON AN ANGLE OF 68.30' TO ANGLE NN AT 2'C-C. _{ HARDWARE CLOTH ANCHORED FIRMLY C0 ECTORS AND IS TO BE ANCHORED WITH �/" % 4" STUD SHEAR NOSE DETAILS '} �����������1 t0 THE dITSDE N THE STRUCTURE. WELDED TO BENT PLATE AT 2'C-C - L 9. CAST N PLACE CONCRETE IS TO BE APPR. PAVEMENT CLASS A3 IS TO PSU, PRECAST 0I-3A u q-38 L pH3C L 1, wAMED PAVEMENT � 1t CONCRETE 19 TO BE 4Coo M 1 1 •• •• 2" %L ANY &TERMITE METHODS N ANCHORAGE SECTION A -A ° SEF DETAIL B 11 MEETING THE APPROVAL N THE ASTNIRO v ° )NCRETE QUANTITIES FOR MIN. DEPTH NAY E sHWsrITUTEo FOR TIE cMT URN - ---------- - A -- LUGS AS SHOWN HEREON. FLOW APPROXIMATE WEIGHT �- ROW FNIw 12" CONCRETE PIPE - L440 CU. YD. CONCRETE -- 15" CO FETE PIPE - 1,528 CU. YD. CONCRETE P/ • CAST NN M gA1P NO WASTE INNS TO WATERWAY I f� 18" CO ETE PIR - 1.620 W. YD. CONCRETE IRATE 363 ± B LSS LETTERING 5 WWRED N ALL DI-1 24" CONCRETE PIPE - L817 CU, TO, CONCRETE NAM. LOCATION OF LETTERING MAY I I DETAIL WHEN USED SECTION C-C SECTION D-D VARY BY MANUFACTURER. FOR NE N TRADES ADJACENT TO CURB ADD 0.4fi9 CU. YD. PER ADDITIONAL FOOT N DEPTH. GRATE DETAIL FOR USE N SAGS WITHOUT GUTTER BON SUES TO BE SYMMETRICµ w�F STANDARD DROP INLET SPEgFI°&TIN �VDOT STANDARD CURB DROP INLET PEGPILATI°" RERRFNCE REFERENCE ROAD AND BRIDGE STANDARDS ROM AND BRIDGE STANDARDS MET 1 OF I REV51N DATE 12" - 24" PIPE MAXIMUM DEPTH (H) 10' 233 SHEET I OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH fH) - 8' z33 M4.01 VIRGMA DEPARTMENT OF TRANSPORTATION 302 NOS 09 08,10 VIR4lUA DEPARTMENT OF TRNSORTATIM 3O2 cc-H PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE NOTE: WHEN A PEDESTRIAN ACI EW RUNE CROSSES A (NUMERICAL ENTRANCE j I THE CR615 MORE SHAE E 2X FOR A MOTH OF 5 FEET. TOP OF FILL TN OF RILL TN OF FILL w A xXSNaT APPROACH! SAE SRFAQD GENERAL NOTES SOWN N LA A, I p Cl �`� AS MML1E ROMWAY ISEE NOTE 31 GROUND LIKE � CRgND LIMEx NgN0 LINE x SHOWN N PL.ISI I 1. WHEN USED IN CURB F COIN WITH STANDARD TSTANDARD LG-3 / OUgb ON E AS N CC -0, THE CURB FACE ON THIS S BLE ClJ IS i0 /N. SAWN N 0.N6) C ADJUSTED i0 MATCH THE MOUNTABLE CVRB / CG-2ORCG-8 ` CONFIGURATION. -'I /ii //// -I _ I 1 T 1 ,I O !/ FIRTH aU / A I IDGIIOR d / EARTH D 2 SEE STANDARD M-42 FOR CURB RAMP DESIGN TO BE I Sd UNYIELDING BEDDING SDEYINIO USES WITH THIS STANDARD. BEDDINMATERIG �W� Q ` o - " / IJi (SEE W NOTE 51 OPTONµ W'%"/ED SPACE 3. MNLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 31 ME VD D FILM LIE R/W LINE (EXCEPT ANY SUBGRME STABILIZATION MIN. 1/10 D 1/D O - } -- NENIRM FOR MAINLINE PAVEMENT WHICH CAN BE X 0 X EDMIO X D % EIXWY EXPANSION h �,�R OMITTED IN THE ENTRANLEJ MATERIAL MTEIBµ JOINT y LL I JOINT 4. RANI& CURB OR COMBINATION CURB AND CUTTER AEI, "8R. LIR%2+ FOUNDATION SOFT, YIELDING, OR NOTE: WIDTH -B' 2-0- N AS la IMMUNE ROADWAY E%f"L.EEPTNFOREREPLACEMENTEPPURPOSEESS. THE R/W L'NE NORMAL EARTH FOUNDATION ROCK FOUNDATION SHOWN ON TYPK& SECTON. p.gA OTHERWISE UNSUITABLE MATERIAL PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE i WHEN TURNING R QUIREM N RADII CANNOT ACCOMMODATE iM MIN. 1.5 x D MIN. 1.5 x D MN 1S x D LOLL 1.5 . D MIN.(- I.5 x O LW. ES x O HENT E ENTRANCE R Of ANTICIPATED HEAVY TRUCK F' - MWLIE ROADWAY Ap£ TRAFFIC, THE DEPTH FOR SIDEWALK N CURB RAMPS XI•PMMULIC CIR,E GENIRNEE ONLY) IM IN THE LMT$ OF THE RADIISHOULO BE TOP OF RL TN pF FLL GOP E FLL BL W% O INCREASED TO ]". (SEE CG-13) EDGE OF PAVEMENT OR •AIDE CHlAROE U 6, PLANS ARE t0 IN ATE WHEN CONSTRUCTION OF A FLOW OPTIONµ FLOW LIMA I ® - TIME 5 REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS _ _ _ _ _ _ NEE THE ENTRA GEE. MAINLINE ROADWAY -NOTE r) 0 Z THE DESIRABLE AM MAXIMUM ENTRANCE GRADE CHANGES _�. NODE EIAI.E -- TO' ME TOTED N THE &LOWMLE ENTRANCE GRIME // 0 TALE R6E VALES ME NOT APPLICABLE i0 STREET I O GROUND CONNECTIONS. LONE _ : LM =LINE s' 20-MY FOR - - - ccuMERCIII Ex1RADa INTERSECTION NOTES - S. WHEN CC-116 USED FOR STREET CONNECTIONS, THE - < EARTH I r�ROUt O j CONNECTION MUST 0E DESIGNED IN ACCORDANCE WITH M'VD D - UNTIE ® CONSTRUCT GRADE CHANGES IlH A PARABOLIC LAVE, AASHTO POLICY AND THE APPLICABLE REQUIREMENTS MIN. 1/ip Cl % D X BEOMG (-PER I SOL -` OF THE VDOT ROM DESIGN MANU&, INCLUDING STOPPING MATERM r OF H X D X IMN' ifq 0 SECOND ^ L EARTH SECTKA A - A SUM DISTANCE AND K VALUE REQUIREMENTS. W. W. RIDDING MTEN& 9. OPTIONAL FLOWLNE MAY REWIRE WARRING OF A MAX. 24 MAIEIAL FOUNDATION SOFT, YIELDING, OR ORTM a GUTTER TO PROVIDE POSITIVE DRANAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ACROSS THE INTERSECTION. BEDDING MATERIAL N ACCORDANCE WITH EMBANKMENT ALLOWABLE ENTRANCE GRADE CHANGES ® SEcnoN 302 of THE ROAD AND BRIDGE NOTES: SPECIFICATIONS. F PPE$ N PIPE BEDDING rn I LLEsS AT Ij CONS.) CONCRETE SECTION C-C EMRANCE VOLUME GRAK LHADE D" DESRMLE MAXIMUM HIGH MORE THAN 15pp VPO O% 3% YF1NW SOD-I50p VPD 53% 6% LOW LESS THAN 500 VO I IN EgLMt BA061L MATERNAL IN A:WIDMICECLASS N I.ETERAL NO O WE OF PRE CULVERTS OFERIAL WITH THE ROAD ANDRDANCE BROGE ARC SECTNN . OF ME ROM MO BIW1P£ ��O'AT AND SSNTS�L SEWERS GENERAL NOTES ISECBIONN302 SPECIFICATIONS. N SMELT Woo, O FOR PLASTIC PIPE I FOR ML OTHER RE REGULAR RAOOLN. MATERIAL IN AStlDADCE IN ECTION 302 OF THE: ROAD E%E9EO CLASS CONFORMING TO irvE 6" MINIMUM CLASS I BACKFILL MTEN& PLACED DIRECTLY OVER PIPE AND 6" REGULAR BACKFILL MATERNAL, µD BRIDGE Sp6pFRpA,TO BOX EBIE%ENTS FOR CRUSHER RUN AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MTERLI USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BIDE NOTE: AAOWA%E EXTRANCE GRADE TABLE IS NOT SPECIFICATIONS, MPUCAHLE TO STREET CONNECTIONS :CIFICATION DDT A µ LE N CENTRAL QUUW. SPE711CATION iFERENCE METHOD OF TREATMENT �VDOT INSTALL. OF PIPE CULVERTS AND STORM SEWERS PEFEENLE ROM AND BRIDGE STANDARDS ROAD AND BRIDGE STANDM05 sot (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE sHFET 1 of 1 sHEr I of a REVISION DATE L,IRIA. PIPE BEDDING IOIITiV BACKFILL - ME I HOD N'H' I 303 VIRGNA DEPARTMENT OF TRANSPORTATION O]/D 20304 10].0 07/19 I YNOXA DEPARTMENT CP TRANSPORTATION PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS . AS DIRECTED. MARKER LOCATION MAY BE SUBJECT 'RI TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� S a d a/. Q •• ...11l M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 I" COMPRESSION x 3/4- MALE PIPE COUPLING OR APPROVED EQUAL TYPE 'IP - IFT COPPER NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1/8 BEND COUPLING 36- MIN. Is, u O 0) FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 0 r FL T" Cl)MPRESSION X 3/4- MALE PIPE COUPLING PPROVED EQUAL 7OR USE ON DETACHED SINGLE FAMILY iESDENnAL SERVICE WHERE AN IRRIGATION AFTER IS NOT PROVIDED. CAST IRON LID -FINISHED GRADE Box CORPORATION STOP p`NEICK AS 4, CESSARY SAND OR DUST UNDER `Sh, . `=�``I a 4s}:-"'X; ti-'<,+�(8z •,`7y-; VDOT SPEC. 203, NO. 57 BOX AND SETTER (2-INCH AGGREGATE MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A CLINT W. 2 S F6LET a Lc . Iv ". s�sao �4 6 [- 2022 �V ■ lots, AL LNG• we M E CO CO U U N oi N CZ O Q i E C W E ou W � a o 3 LL - ELI 0 ED, Qa j U Go J - n d > p N III N Z_ H 7 _12 3:0 In Q 9ce I.L. oa "_� - u > QO a C W O N M LL � W J U7 0 O 0 O K 2 F W W Q z O O Z O a_ u U LU W O 00 O W W Ul LU 0 2 2 u Q as LU Q W Q 0 DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A rui V Q IH J H� O �\ / I1 I I W LL 0 J o 0 u ,wz w `n 1 < Q N � O U N W 0 Cl 6 ET' 0 N 2 c L JOB NO. 48757 SHEET NO. C1.2 The j,XLT N TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL TMP 56-32A HAYDEN,KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE TMP 56-35G s' w NAIL 6 N'I ROD MORBECK TRUST SET \ FND. DB 5117-193; DB 3524-59 (PLAT) INV=677.41 ZONED: R1 RESIDENTIAL N85*00 00 E EDP 0 / IL APPROX. LOCATION OF __UFO _ - - - -- -__N _ NII \ EX. WATERLINE / OH OHp / / OH p - - - - - - - - - UFO ROD OHP / / _ B {{/[---- _—�\ II I( OHP—,PAI -67 �I FND, STREET NAME SIGN , �, i i i, ' UFO OHP- - 68B /�11 TY 0 _ _ _ _ - - - - - - - INV=6)6 84 OH REMOVE UTILITIES SERVING off / / 1I EXISTING BUILDINGS (TYP.) _ _ - MI6- - - - - III r i �� \\ \` ``� NAIL �• SET 240 ROUTE MARKER SIGN I 1 \ 1 1 1 I I TMP 56 32 b . / _ 1 11 I 111\ I\ I YOS�F LC i� / 7 �!r ' \ \ \ ' \ ` \ ` \ `\� NAIL SET I 1 1 1 III I ' DB 7y645-14% t 1I1 11111111 11I l NED: H!OHWAYCOMMERCIAL' / / //��! j ?� I \ 1 1 ) EMOV APPROX LOCATION OF H 111111\I 1 1 SHOEOD I W i / i , / ///j / / �Ir - ` ` ` _ \ \ _ _ \ ` \ \ \ \ • \ \\ \h \ EX WATERLINE P 56-16 IS, CELESTE. 1282-134 1 RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE R1W 611W — NAIL SET 140.57' N89'59'30"E 6" w 6" w 200.80' EXISTING BOUNDARY LINE 6" w — — — It It 1 REMOVE I 1 11 11 #5713I- i REMOVE ' 1 STORY REMOVE ROD / REMAINS OF SET WOOD PORCH S FRAME / ,' / / BUILDING \\ _ F.F.=679.5 / �. ,'PARCEL 2 1 \ I\ RETAINING ! / / ` 1.690 90 ACRES 00 (f) r I IIIIIII\\`\�\ /WALL p n\\ \�`\\ REMOVED � o E' XIS_TIN_G BOUNDARY � MANAGED SLOPES (TYP.) #5717 TN 2 STORY LINE TO BE VACATED U] FRAME -// —670— 1 1 F.F.=682.2 I I I 'I I 1 I II I / I 1I I II I I I II I I 1 II I I 1 •%III' l ! !- M C7m___________� REMOV -_- - - - - - _- - - - REMOVE TMP REMOV DEC REMOVE #5688 YOS — — — #5688 DECK - _ 1 STORY 1 STORY ADOPT A HIGHWAY SIGN �/ Il\rI \ \ FRAME 0 4 A FRAME 66g / ' OV F.F.=669.2 I ZONED. HIG F.F.=669.4 RETRAINING L _ i i I I I I I /' // /' j�/ l // I 0 WAL� ' i66 ' � \ ! �11 N RELOCATE LIFT STATION CONTROL REMOV� ,' \ ,'�, I / I I I I I / I I /�y / / ! • 1 0 I \\\ \ \\ \ PANEL AND ALARM - - _GREAS€'i SLOPES (TYP.) ��j♦♦♦♦♦j♦�j♦j♦j♦♦♦j♦♦♦j♦♦♦j�_ ��I/♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦NAIL STOP SIGN DOE GRATE IN ( - -I F EOP - - - - 'III - - - 671 AT SIGNAL POL /\ ' - -�7� - a'_ ELEV=6 . TOP=667.17 II 66 "\� ROCKFISH GAP TPKE COR ESPONDING UTILITIES). II i _ - - - FL=663.80- _I r �J RETURN TO OWNER. � I I / WAYFINDING SIGN ' U S ROUTE 250 REMOVE CURB (TYP.) VA1 TABLE WIDTH R/W \ II I II I I II u 25 I �I III =I I II II II I I STORM CULVERT II II II 11 II II INV=651.63 U I I ' I I � II / oil oil pfII C =IIII I II II II II II I I STORM CULVERT II II II II II II INV=654.14 U NAIL APPROX. LOCA SET (2) EX MAILBO) PROTECT IN PL TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLA ZONED: R1 RESIDENTIAL I LEGEND: F/71 CLEAR AND GRUB M ro z ® REMOVE ASPHALT REMOVE CONCRETE SCALE 1"=20' - - - - SAW CUT 0 20' 40' CLINT W. tiZ S FFLET > Lic. N 51380 QC 6-8-2022 p `s`rjo M E 0 N u N ¢ E> E w a E W of O m a< j U EO J — y, M N N W v � j x na a ? LL Vv LD C � rn O N M v W J V) 0 0 x L9 a0' H w Lu x z C) 0 O z 0 a u L) to W 0 0 W W OV a a O U) Qf of w 0 DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' O Lu Q O (D W / 0 LL C6 J o U-),W `J Z v, w O Q W Lu w N co Oaf � O U (U V z X W JOB NO. 48757 SHEET NO. Cz. 0 a a tr 3 a =0 X 20 wo �N a� 6 c �-6 E C in a1- c 0 Oc C7 Z Z m 0. X 0 J 8.= a m c 2 y N N O � � 2 0 m 0 E � c U N o m me 0 '0 'a m C m 6 m o c m 0 aE h = E L I II I I � I � I I I � II i I I I i I � I I I i II II I SAEkT NAME SIGN I O I OHP 240 ROU E MARKER SIGN � I I �I I c APPROX. LO A1ON OF EX. T RLINE I \ i ll M Ii l it II I00 � I n� I I O D�� m 0 CNI I 56-16 I W I I CELESTE. MIA m D 82-134 I RESIDENTIAL I iJ m 1 O I Y TMP 56 FRETWELL, JAMES G & MEGAN DB 5235-26 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTW-€ •R-M — 6„W_----s w---1"CORP Is STOP I 1" WATER METER OHP— ��� OH � UFO OHP- -UFO OH I 1" DOMESTIC J WATER SERVICE ICONIC. PAD FOR HVAC EQUIPMENT 6" FIRELINE W A O T A HIGHWAY SIGN \ 1 PANEL & ALARM — / SEAT WALL, SEE I \ LANDSCAPE PLANS I I c ° e e / I RAILING & I ° RETAINING WALL, 1 6.5' MAX. HEIGHT PROPOSED \�— / RIGHT-OF-WAY 1 \ DEDICATION TV 1,199SF BM J 1 — TIE TO EXIST. LIFT STATION AT EXISTING INVERT SAN.SEWER LATERAL CLEAN OUT 3 (TYP.) TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: RI RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE — — I — — 6" W 6„ 6" TS&V 6" TS&V FHA TEMPORARY CONSTRUCTION EASEMENT DOUBLE CHECK VALVE VAULT — OHP- 10' BUILDING SETBACK LEGEND ` ° CONCRETE SIDEWALK HEAVY DUTY CONCRETE LlLIGHT DUTY ASPHALT HEAVY DUTY ASPHALT TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL /-- APPROX. LOCATION OF EX. WATERLINE / i III U \ '— CONIC. PAD FOR T e HVAC EQUIPMENT \ \ INV=676.67 \ \ \ \ \ /� FDC \ / MAINTAIN CONNECTION FROM HYDRANT TO FDC FREE OF OBSTRUCTIONS, INCLUDING FENCING AND VEGETATION —6"W-----6\W-----, UFO— MOVEABLE DUMPSTER CONCRETE TO BE LOCATED INSIDE WHEEL STOP LOADING BAY (TYP.) (2) BUILDING -MOUNTED ADA SIGNS - — PROPOSED 15' PUBLIC / RIGHT-OF-WAY DEDICATION INV=677.41 \ \ N / II II II / \ nll I —R3' TYP. R10' \ \ Il �� �- •• VDOT STD. CG-12 CURB RAMP 1L�j I X R21 m T� 66Z-17_ . 11— X. -i v HsrnHE i — \ `riJ 11 ___ - ROCKFISH GAP TPKE SHARED USE PATH I FL=663.60 I DRAINAGE DITCH (TYP.) U.S. ROUTE 250 II �VAYE1!]IDING�IGN II I' TEMPORARY VARIABLE WIDTH R1W I I I I 2 I I I CONSTRUCTION a l l il EASEMENT �11 II 1011 all III ° �x1 "Oil II ---- 11 11 — — — — — — — — — — — — — — — — — — — — ° / I I STORM CULVERT � � � I I STORM CULVERT I I i — -71 _ _ -- — — -- II / INV=651.63 Li— — INV=654.14 D L n 3 \ LR25 A- I I R25' I "STOP" SIGN, R1-1 L S4P SIGN -.12" W — APPROX. LOCATIO (2) EX MAILBOXES I I VDOT CG-11 I TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLAT) ZONED: R1 RESIDENTIAL I — PROPOSED 15' PUBLIC RIGHT-OF-WAY DEDICATION % 1 I 1 C / 1 I / \ I M 00 Z 1 I / n 1 NOTE: KNOX BOX REQUIRED, COORDINATE WITH SCALE 1"=20' FIRE MARSHAL'S OFFICE FOR LOCATION. I I 1 1 I 0 20' 40' s 1 fPi'sLTN -'so CLINT W. S FFLE-1 Lic. Ntrwas 4; 6-8-2022 �" M ss�ol► s1. ,LNG.. V) 0 0 x U) 73 d H w w_ x z 0 U) 0 O Z O i TL z O a u U IOU❑ ti ti O W W >Lu ii OV d a O LULU w H 0 DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' z (w V Q Oz_ L 1 Lr H� J LL I —I J o � wu�w L Q w J N O Q O U JOB NO. 48757 SHEET NO. C4.0 c a > 9 is 0 0 t 3 nOa o a0 2N wo .2 0 c Mw E C in a0 Oc c� (D U) Z y 0 2 x 0 2i= am N c 2 y N 0 o E o c o N a m �a ° 'a 0 w M ° m o c 0 m aE m _ E L +� ALTN pO P CLINT W. 7S FFLET >� - TMP 56-32A Lic. N . S43a6 �QC. TMP 56-32C • FRETWELL, JAMES G. & MEGAN I DB 5117-19 ; DB 324E 9 (PLAT) �t ss� �G`,,, 6 8 2022 <V DB 5235-263 ZONED: R1 RESIDENTIAL ��..0; ;• ;,%'� DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL / BROWNSVILLE RD APPROX LOCATION OF E M E EXIST. 6" WATERLINE IN 6 30'PRESCRIPTIVE STATE RTE. 751 / > E _ w- EASEMENT (TYP.) 30' PRESCRIPTIVE RAW r —� BOUNDARYLINE / W ' 3 s" W — s., 61, w s,. � — — — 6" W — — — — — s' w — TMP 56-35G H .V. v 3 — _ s yv I T I I s W ` MORBECK TRUST ¢ S 677.60' 677.32' — — DB 51 NEE: ; DB 3524-59 (PLAT? o m s ZONED: R1 RESIDENTIAL ¢ � u m z 208 INV=677.41 0 \ / w . — vi O EOP 210 209 I d y N ry a — I APPROX. LOCATION OF z W N m _ -------'-----_t___\_ vll EX WATERLINE 30 -X U ----- -OIl \ / gaoe v z UFO -}'6 OH OH / / OHP OHP \ W � OHP / . �... i TC III - \ V v 2 2 �U - I FO OHP— 679 678_a s>> 207 67zss' ST12ET NAME SIGN / / oHP ASS-LINED1J1T6FF-Tl`�- 680 — t I W / / / i j % UFO OHP— / - ^� INV=6'I6 Sb S ry > O O I / / 677.18' .kj 205 IOH /1\11 1//Il 1 Il�l1 I 1 206 ROEVARKER SIGN TC 240 vi673.74'/ .� / / \ _ ��\\ �\ �\\\ \ =O 00 L=9 tiff 73 W W TC'_ �.. _ �\ �\ \ d Qu, —Q 1 1 1 1 \ 1 \ bp / / - ` ` 674.96' 204 LP \ \ �\ \ APPROX. LO A jIjON OF 1 I \ I 1 o� / / / / / �7i - _ , - - 673 97' \ \ ~\ \ o N N 1 1 /r r/ / 70 .....•/��\ \ \ NN EX. T RUNE I 1 1 1 \ 1 / / / ' 674.29' r. \ \ \� .W LLl \ \ I 1 \ 1 1 ^� 3-STORY BUILDING / / r — / 67r / 674 ` \ ` \ I - U 0 I m 11 1 1 40ro / / / / / / TC-BC / / / 673.31' ` \ TC \ 43'\ \ \ 4� ` \\\ I\ / APPROX. LOCAT z o 0 � I W/ PARTIAL BASEMENT / 1 co FFE = 674.50 / r s7a.5o' I I I (2) EX. MAILBOX O I I 1 \q 6"HDPE ROOF LEADER, / / / / / pg7E \ \ \ \ \ \ co / / / / / 21 MIN. COVER, 1% M N. / ' TC \ / I PO' PRiVA\TdDRAINAG� / /\ > — / / / r / / / SLOPE/TYP. 674.e3' / I I 1EASEMEN' I I I I / / 21212022 OD n \ \,\ - - . - I 674 1 1 I l > O m c \ 1 � \ \ 1 1 FFE=674.50' - - � � / / / / / r �-�- / DRAWN BY D A \ \ M / FFE1674.50' M4NAGED SLOPES ( P) �co 1 I 203 I I rn. 6� 1 I S>> If YI hC I K. FLYNN 1 \\ \ __I I / P 56-16 I W I 1 \ 1 \ \ \ \ \ - -1 1II' 2RIVATE — - - _/-/ 1 I ! I / / / I TC-BC / r 1 \ 1 1673st'1 I I / - IS, CELESTE. I \ \ \ \ DRAINAGg - _ 1 I • DESIGNED BY 1282-134 Ci Ill D 1 \ \ \ \ \ \ EASEMENT J `C _ _ — _ _ _ _ _ - _ _ _ _ ` o - , _ , r _ / 674 50' 6�3 - 11 202 ` I I I TC C. SHIFFLETT C _ - _ TC 301 1 \ 1 �- / I675.28' \ I I I 1 RESIDENTIAL I N I I \ 1 \ \ 1 - - _ _ _ — — 6> I I \ 674.40' 302 // // /� 1 31 / \ / - // I / / I _ • CHECKED BY FFE=674.50' / / I 9Fc 7 TC ® I s73.try -�// �- I/ �/� • C. SHIFFLETT A OiT A HIGHWAY SIGN \/ l (1 \ \\ - / _ - / 1 674.32' 673.55' 69- / / I .01 m II / O • • SCALE / ^/ \\ \\ \ \\ \ 1 401 - - - - \ 04if _ / / l / l t TMP 56-34 • 1 "=20' I' I\ \ 1 I I !h \ TC-BE' /66 / l /j DAVID JAMES HARR JR. • \\ ct \ \ \ \ - ' 673.72' 6" HDPE ROOF LEADER, _ - _ / 675.75' _ _ \I / / DB 4802-81; DB 2962-712 (PLA I \ / 2' MIN. COVER, 1 /o MIN. - \ / ' / , 665 1 I 1 \ \\ \ I r TC-BC I / I 1 674.14' / ZONED: R1 RESIDENTIAL MANAGED,SLOPES (TYP.) SLOPE, TYP. / 673.64' -- `73.7/7 \ I 667i 668 \ I STORMWATER FFE-674.50 ' / T / - _ / � / / / \ / 669 , ` / MAINTENANCE r 101 1 670 �` co�ry �� / / I EASEMENT If 1 � 1\ \` �-- — r / _671 672 _ - / // - /r \ / l � 1, I I I \ `� ` I _-• — \� y — 674.2-0' . 2'—Tw'QT4.2 - If \ \ s sgB.zi' Bws a.3t / 1 ' P _ I l \ 10' �%V�DE EMEfZGENCY \ / / I \ / _/ / / SEfv1EN I `\SPILLWAY, / STOP SIGN �— � •I Mires=z.- - —{i67� \ \ \ \ _ _ / r I \\ _ _ _ 1 \ \ 66-1— — UGT UGT- - — TV — ` _ -- - - - UGT— _ \_ _—12"W-- / GRATE INL -----�--- ---- - _ .. - - w J TOP=ssuz .I I� x;�eJ — ' — — — ' — — ' ROCKFISH GAP TPKE � ' � . — - - - " - _\ / I 0 FL=663.B0 i / U.S. ROUTE 250 II /— ' — ' — ' — ' — • — GRASS-LIN DE DTCHTYGN— — — \\ a VARIABLE WIDTH R/W ill / 100 / Q (w� 2 I I I " v z a (D Q =I II II � H1 I °u %oll II -------------------- -11 I ---- 1.L — — — — — — — — — — — }} --- -- -- -- -- -- — — -- —LL — — -- — II J Q — — — — II II STORM CULVERT i STORM CULVERT ,W OU J Q 7 w w Q INV=651.63 LI — — — INV=654.14 U A ' co Q �J F1 D D \ II 1 I 1 DC \ 11 U Y n 1 I 1 C Q 1 1 1 1 z 7 I rn 1 1 N 6 1 1 SCALE 1"=20' — n 1 1 1 1 I 0 20' 40' JOB NO. 1 1 1 1 1 48757 n 1 5 1 1 11 1 / SHEET NO. ( 'ri 1 `.' S. 0 c a .8 tr 0 m 0 3 a 0 o(9 a(9 �N 00 a2 6 c � EF E C y a11 Oc o: Z In 0 � n F w 0 n� m c 2 y N N 0 �2 E � c U N 0 'i �a '0 'a 0 m m 0 Its 6 In m 0 c 0 m aE m t � E L r S:\103\48757-Crozet Self Storage\DWG\Sheet\CD\48757-103-C8.1-UTILITY PROFILES.dwg I Plotted on 6/10/2022 11:27 AM I by Aaron Mabee D z0 m m� aF0m r � � D CO m°?oo J O DO N O 'D 00 O 0 o O O O � + O O =m m0� A N - D D ��(� ++m D> o� mmG wm II mCD m; 0 r� Z m 01 co 0 0 r D z0 m m� M C') E: > z' �z `+° m°E00 n o � � �D 0) CO O _ p O C) 0 o poG DM O+ + N o + . _ wN m < 0 m z A N � m O Cn 'U W D n M o D D m r m D= o m � m r ++M �?0 If 7 N p M to cn O LT 00 M ao 111 m Z O O rn ao + °i CA 0 <m m � M0 �0—E:� ��yZ�� mnODD <Z�Zz �mAmzD z OM��DA < D 7 --1 < 0 Zo co�� z p m < Z CD z � 0 < D O o rn 0) _ � � j -4 �4 MU 0 M X1 O .�.�0 W 0) IQ N O Cn N wao� 0 L A cn D > TI N m m N w m � q <<0 0 zrno I ��p+ O W A V CA r 00 ? cn O A + r- O W 0^ O W O Cn -p O A O m M m CID 0 D mo THIS DRAWING PREPARED AT THE •••• COM��, CHARLOTTESVILLE OFFICE •• TIMMONS R 0 P• • .• YOUR VISION ACHIEVED THROUGH OURS. • Jf•�Z 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com a ^ y oaz C RO Z ET SELF STORAGE n m n N o04115122DATE TREVISION DESCRIPTION N -4 In = to REVISED PER COUNTY COMMENTS Zfi m n CO m m II N n 06/08/22 REVISED PER COUNTY COMMENTS iC�iy oV o ALBEMARLE COUNTY, VIRGINIA o M W W{ o '•,�F.R♦• "'', Z UTILITY PROFILES CJi O Cn O �m °O z r� G7m m0 m rn � V o0 (1� O Gt O cn o cn o T O� m N r z�cn � /o U/ m 0 rn cri rn o rn � rn o °V' � rn rn � Cn O Gt O (1i J O W W rI� p<pX O < O N a' C7 T A O W wc<io o ;o O � o O� O T w 0 rn CA CA CA CA (n O CA V V Cn O (T O tT These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. F- as i Uuwo m rUrozec aen acoragewvvwwnee1wuwof or i Uo-Uo. rU nu IT r•rcvrnLta.Uwg I r•rocceU on on Ureuze i re t mrvm I Uy r aron iviaoee n II II ia3n-7no wbo-LS II II — — — — — — — — — — — — — — — — — II I I II II � II z O 0 00 W A 0 TIMMONS GROUP .•-':'•. m0 N �0 DD r r m T ri' C2 o m0 �CQ DD rr m !?I ri- 0 0 O O N 0 0 co 0 0 N 0 0 rn rn m o yr o cn / T O u7 -0a A A A — CA > 0 m Z m 0 O M o 01 o 01 rn -4 -4 co ur o ch 0 / \ m v7 cn O n A DO m0 o \ \ \< \ G) m x o-1 mZ L7 o o ( M THIS DRAWING PREPARED AT THE YOUR VISION ACHIEVED THROUGH OURS. CHARLOTTESVILLE OFFICE 608 Preston Avenue, Suite 200 1 Charlottesville, VA 22903 TEL 434.295.5624 FAX 434.295.8317 www.timmons.com _ m V Z N' Q 00 o w o �' C ROZ ET SELF STORAGE ALBEMARLE COUNTY VIRGINIA N Ij ri a _ = m - 7 o I ` 0 m = ti z o I -< 0 z z N N N °y o m N DATE REVISION DESCRIPTION 04115122 REVISED PER COUNTY COMMENTS 06108122 REVISED PER COUNTY COMMENTS DRIVEWAY & SIGHT DISTANCE PROFILES co Dm 00 + ffl O X V Cn w --1V . 50 O 0 000 Z N rn co <Cf) m x� r� mN mP DC2 2 n 0 DD <0 z —J u7 .�1 These plans and associated documents are the exclusive property of TIMMONS GROUP and may not be reproduced in whole or in part and shall not be used for any purpose whatsoever, inclusive, but not limited to construction, bidding, and/or construction staking without the express written consent of TIMMONS GROUP. PLANT KEY I TREES BOTANICAL NAME rNKW.H.jlC ACE BUE ACER BUERGERIANUM NYS SYL NYSSA SYLVATICAPLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOSQUE RUB QUERCUS RUBRA EVERGREEN TREE 7OTANICAL NAME �cAPE AR ILE SAT ILEX OPACA'SATYR HILL' FLOWERING TREES BOTANICAL NAME c E u AME BBB AMELANCHIERARBOREA'AUTUMN BRILLIANCE' N c CAR CAR CARPINUS CAROLINIANA > E CER FOR CERCIS CANADENSIS "FOREST PANSY' TM r W 3 COR FLO CORNUS FLORIDA ¢ LL o MAG SINE MAGNOLIA VIRGINIANA o m n I K W L M Z ¢� � — m SHRUBS BOTANICAL NAME > oo ry I CL CAL KAR CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' z W M COP OCC CEPHALANTHUS OCCIDENTALIS 3:O X U) Ind ILE BUR ILEX CORNUTA'BURFORDII NANA' 0 Q I LD Zi c I ILE HOO ILEX CRENATA'HOOGENDORN' sa O ILE GLA ILEX GLABRA o N j Lu ILE WIN ILEX VERTICILLATA v M ITE NLA ITEA VIRGINICA'LITTLE HENRY' GO J NOTE: -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM MAH BEA MAHONIA BEALEI I BROWNSVILLE RD THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MIS MOR MISCANTHUS SINENSIS'MORNING LIGHT' I of STATE RTE. 751 I / o I VINE BOTANICAL NAME 30' PRESCRIPTIVE RM/ i eouNOARlviilNVE — _ — __ _ / L' GEL CAR GELSEMIUM SEMPERVIRENS � _--6"W—(4)ACEBUE- Is T s w s w — s'w 6•w_ mE, — _ 6 w -- — Nall (12) ITE NLA I I NAIL _ I (13) ILE SAT ET (15) MAH BEA _ N89'59'30"E _ _ _ I 2U0,80=� _ _ - SET _ (1) QUE PHE \ C GROUND COVERS BOTANICAL NAME p I y (10) ILE BUR"' - r - - - I N85`OO OO E I - (11) ILE WIN \ CAR PYL CARER PENSYLVANICA L L (5) CER FOR Epp r (1) MAG SWE (14) ILE GLA, = a (8) ILE SAT (28) ILE BUR \ f CARSTIR CARER STRICTA Q J - - - _r — _ - - - - ECH PUR ECHINACEA PURPUREA Z ' -680 J / - / - - - \ HYP CAL HYPERICUM CALYCINUM _� DATE I _ _ _ _ _ / QH off • _ _ _ - - - _ _ LIR BIG LIRIOPE MUSCARI 'BIG BLUE' 7 21212022 -/ - - -- 7�— - - RUD AMP RUDBECKIAAMPLEXICAULIS O EXISTING - - `-/ �r u80 - - - - - - - (VEGETATION SED AUT SEDUM X AUTUMN JOY DRAWN BY I - - _ _ TO REMAIN - \ - M. RACHNER —_ ��\_ • ��\ �� 00� DESIGNED BY I OH P I I / I (15) ILE BUR \ � � � nan h • I I A I 1 � � '0 I III � i � �\ � � � � • � '� � (6) ITE NLA � � . F. HANCOCK CHECKED BY 1 . ���(6) MAG SWE NAIL • (5) NYS SYL'SET -F. COC HAN K \II _ , ` V, y 1 • / / -- A (o �- i i 6 — Q� NAIL I I / i / (57) HYP CAL 1 SET (28) ILE WINI - _ • �� - ' (41) HYP CAL f O'��� --� �� �' (2)NYS SYL r - - i 41 HYP CAL (105) RUD AMP �� I\ O \ M NA D SLOPE I I O -- 6) I I CmNI 1 i _ - P - ��j I rn i (2) QUE PHE I \ IV I\ \ I\ � � _ - • � - _ _ - � / — J Il � / � � � � � / I I\ � I I I I � I • I � l l l CD C)m ,--__----__--_ �, __ - -- __---__ - L- ----- -_- CD _-— I (1) UE PHE W (6) AME BBB / di , � - ' �` - - (44) ECH PUR 5RUB, w / OQUE RUB v v o � % ( ) • � ( ) (3) CAR CAR,( \� � _ a, :� . i sir 84 CAR �TR- (52) RUD AMP J� MANIAC F�$LOPES TYP. - - v (30) ITE NLA 669 MULCHED AREA J _u O �j- • - • • /ii� ++ _ + / _ IDE EM AY EVE=_670.5�- I - c SEA— o � � UGT-- —_ _. _ _ (29) ECH PUR (45) LIR BIG FISH GAP TPKE (35) SED AUT - (41) LIR BIG (30) ECH PUR i , — . — (13) COP OCC i \ \ (34) CAR STR (57) CAR PYL U.S. ROUTE 250 (114) CAR PYL (53) SED AUT _ u 75 CAR PYL / (35) MIS MOR (28) ILE GLA (13) PLA OCC \ (19)GELCAR VARIABLE WIDTH R/W ( ) (79) ILE HOO (10) ILE BURS (15) COR FLO (29) SED AUT (36) CAL KAR —(22) ECH PUR (45) CAR PYL — — _ — — — — — — — — — — — — — — — _ _ % STORM CULVERT — — — — — — — — —Yr — — — — — — �+ 3 STORM CULVERT I I Z Li n SCALE 1"=20' \ I I 0 20' 40' n SCALE 1"=20' Lu V cl�zz O (D z J > a. 0- J w O " ULLJ wwz J Q Nm O J U JOB NO. 48757 SHEET NO. L1.0 a a m t� O N O 3 a O O x a(9 �N N Q a2 6 c �w E C H a- 'o= Z Z y X �t n rn >Y C _ N N O_ L 2 m 0 E � c U N 0 m �a '0 'a 0 m c m 6 m m O aE m _ = E L County of Albemarle Conservalion Plan Checklist —To he placed on Landscape flans (Handbook. pp 111-284-111-297 for complete specifications) I. 'rhe following Items shall he shown on the plan: ® -1 its to le suvcd; ® Limits of clearing (outside dtiplinc ol'Imcs to he suvcd): 0 Lnealion and Type of pmlLLetive fencing: ® tirade changes requiring tmv wells m walls: 63 Proposed trenching of funneling heyand the limits of clearing. 2. Murklnes: (d All tines to be sap cd hall be marked w ilh print or ribbon of a height Octal) visible to equipment operalum. 0 No grading shall begin until the tree murking huv been inspected and approved by a (oumy Inspector 3. PreA' n hrucllon Conference. ® 'free preservation and protection measures sbull he reviewed with the contractor on site. 4. Eaviomeat ® Operation and Slori Heavy equipment, vehicular traffic and slornge ofcoaslruetinn materials including soil shall not he permitted within the driplims of trees 10 be saved. 5. Soil Erosion and Stortowaler Detention Devices: ® Such device, shall not adverse) of iact lies to be saved. 6. Fires: ® Fires are not permitted within ](to feet of the dripline of aces to he saved. 7. Toxic Materials: ® Toxic materials shall inn be stated within too fret ofthe driplinc of trees to b: sased. 8. Protective Fencing: ® Trees to be retained within 4n feet of a proposal building or grading activity shall he protected by Iencing. ® Fencing shall lie in place and shall be inspected and approved by a County Inspector prior to grading or consuuctipn. 9. Tree Wells: ia When the ground level must be raised within the drip]me of a tine to be saved, a tree well shall be provided and a construction detail submitted t'or approval. 10. Trot Walls: ® When the ground level must he lowered within the dripline a tree to be saved. a tree all shall be provided; and a construction detail submitted for approval. It. Trenchim and Tunneling; ® When trenching is required within the limits of clearing. it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall he considered as on alternative when it is anticipated that necessary trenching will destroy feeder mots. 12. can ® 1'mteetive fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a free specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIOILITY'1'O CONFER WITH THE CONTRACTOR ON TREE CONSFRVA I ION REQUIREMENTS. 7 HEIGHT VARIES WITH PLANTS 12" MIN. 1 GROUND COVER PLANTINGS (UA 1 C) 6/l/06 Pact, 1 0 1 EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUE 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOC 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THf TOP OF THE ROOTBALL IS.A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP) OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS 0 CROOT BALL 12GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT Canopy (sf) ACE BUE 4 ACER BUERGERIANUM TRIDENT MAPLE 2" CAL. B&B 500 NYS SYL 7 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 1,057 PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B 19,175 QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 2,095 QUE RUB 5 QUERCUS RUBRA RED OAK 2.5" CAL. B&B 2,405 EVERGREEN TREE QTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE SAT 121 1 ILEX OPACA'SATYR HILL' SATYR HILL AMERICAN HOLLY 6'-7' HT. jB&B 12,688 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME BBB 6 AMELANCHIER ARBOREA •AUTUMN BRILLIANCE- AUTUMN BRILLIANCE SERVICEBERRY 6'-8' HT. B&B 780 CAR CAR 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 6'-8' HT. B&B 387 CER FOR 5 CERCIS CANADENSIS -FOREST PANSY' TM FOREST PANSY REDBUD 6'-8- HT. B&B 620 COR FLO 15 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 1,860 MAG SWE 17 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8' HT. IB&B 1791 TOTAL = 32,328 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL KAR 36 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 24" HT./SPRD. CONTAINER 36" o.c. COP OCC 13 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 30" HT./SPRD. CONTAINER 72" o.c. ILE BUR 63 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" D.C. ILE HOO 79 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 36" D.C. ILE GLA 42 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" D.C. ILE WIN 39 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 48" D.C. ITE NLA 48 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 18"-24" HT./SPRD. CONTAINER 36" D.C. MAH BEA 15 MAHONIA BEALEI LEATHERLEAF MAHONIA 24" HT./SPRD. CONTAINER 72" o.c. MIS MOR 35 MISCANTHUS SINENSIS WORNING LIGHT' MORNING LIGHT EULALIA GRASS 24" HT./SPRD. 48" o.c. VINE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING GEL CAR 119 1 GELSEMIUM SEMPERVIRENS JESSAMINE ESPALIER 11 GAL. 1CONTAINER 48" D.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR PYL 291 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 4" POT CONTAINER 18" ox. CAR STIR 118 CAREX STRICTA TUSSOCK SEDGE 4" POT CONTAINER 18" D.C. ECH PUR 125 ECHINACEA PURPUREA CONEFLOWER 4" POT CONTAINER 18" D.C. HYP CAL 139 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 4" POT CONTAINER 18" D.C. LIR BIG 86 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 4" POT CONTAINER 1 18" D.C. RUD AMP 157 RUDBECKIA AMPLEXICAULIS BLACK-EYED SUSAN 4" POT CONTAINER 18" D.C. SED ALIT 117 SEDUM X 'AUTUMN JOY' AUTUMN JOY SEDUM 4" POT 1CONTAINER 18" D.C. GENERAL NOTES LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 13 LARGE TREES ROCKFISH GAP TPKE 470 LF WITH INTERSPERSED 470/35 = 13.4 13 LARGE TREES 15 FLOWERING TREES FLOWERING TREES 1 LG TREE PER 35 LF TREES LARGE T 5 L6FLOARGET CROZETAVE 16/'_F WITH INTERSPERSED 167/35=4.7 5LARGE TREES TREES FLOWERING TREES LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 12 PARKING SPACES 12/10 - 1.2 1 LG. SHADE TREE 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENTS REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5 % GROSS PARKING AREA 6,922 SF 6.922 x .05 = 34C SF 346 SF 817 SF TREE COVER CALCULATIONS per Sec. 32.7.9.8 of the Albemarle County Code SITEAREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.56 AC (GROSS SITE 10% COVER " AC x .1 = 0256 AC. 11,151 SF 32,328 SF AREA) = 11,151 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. PRE -CONSTRUCTION a CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. a VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. a PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. a PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION a LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" a LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. a INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. a CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. IyWyy. R -C DI NO. 1 06/08/22 M E 0 N U N C > E w a E W � w O � of 0 m Q< j U 00 w J — A U) N N v ��: J n Q tL Vu LD > C � rn O N 2 7 � M a� W J INSPECTIONS/GUARANTEE a UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. a ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR 0 a PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. a REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. H Z O a Of U (n W 0 Z O U) > W w a 0 DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 n=50r V/ J W H1 < QW Q 0 z 0 (D z Vl > Q LL z (n J =) W W U U F- �LU0 <z W Lu DO W N 0 Q oC U U z Q J 1013 NO. 48757 SHEET NO. 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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR z m + + { Z0.0 { + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 0 0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE .0 0.0 0.0 .0 0.0 0.0 0.0 0 ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR SCALE 1"=20' / 1 II I 11 RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. n I 0 20' 40' 1 I 1 2. MAXIMUM POLE FIXTURE HEIGHT IGHT IS 20' - INCLUDING BASE. 1 I n Luminaire Schedule Symbol Qty Label LLF Luminaire [MANUFACI Description Lumens El1 D4 1.000 8756 U.S. ARCHITECTURAL LIGHTING RZR-PLED-IV-FT-40LED-70omA-30K-HS LUJ 1 P 1.000 23812 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-M-80LED-700mA-30K 2 W 1.000 16196 U.S. ARCHITECTURAL LIGHTING RZR-WM3-PLED-IV-FT-60LED-700mA-30K W. R 'C DI Wd. 1 06/08/22 M E O N U N C > E w a E W Q< j U 00 W J-N ., W N N v ?j 0 I n X J Q Cd ? LL Vv LD a' C � rn O N M v W J V) 5 O x LD a0' H w w x a z O 0 z O a U L7 LU W 0 z 0 w W Q 0 DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' U �L U ~q V Z ND O (n O LL � _ J = a W U U �wz J LU � Q N m U J 0Qz U � H� LU V 1 JOB NO. 48757 SHEET NO. L3.0 c 5 a E: O N 3 a =0 ox a(9 �N N 0 m 6 'm E U d (L11 0 U) Z Z y � n 0.2 ` O ^8.= G S a N 2 :2 � N N O_ 'Z 2 �0 E � UC N 0 m �a '0 'a 0 -0 m o m aE m _ _ E L =1 Job Name: RZR-PLED-III-M-40LED-700MA-WW- LiGHTING Crozet Self -Storage XX-RAL-8019-T-HS-PLED D4 VIRGINIA Architect: TIMMONS Notes: ' ANEH� SOLID STATE AREA LIGHTING PROJECT NAME BAZAR SERIES -LED PROJECT TYPE: E C I F I C A O N S ING rir low ( copper aluminum A356 all , <0 2% r - opP cum, ay' ) se I' Tril integral 1 8 ( 1 P I ra n41n 4curlac ariance teas one aU surface is ,,f.r at (9to housing ng an O �s .00Y) to id facilitate thermal }mate er of he -( h itr n Yin fin - Solid barrier at tb oUa and Coo s So d ba @ g g v:n8 separates optical and ents are aompated to create optical rid electrical compartments Ore integrated }D of@ate One sembly. Minimum wall Thickness is 188'. LLfit,xLH«U 18dvJ/LNIEGRATEDARM aoovtr Cast low capper aluminum (A356 alloy: 90 2% copper) assembly with Integral cooling ribs surmunding the electrical compartment and a floc surface on the top of the arm to accommodate a photocell receptacle. Solid barrier wall separates optical and electrical compartments The optical compartment and electrical comportment with the integrated arpport arm combine to create one assembly_ Minimum wall Uackness is 188 Cost and hinged driver assembly cover is me rated with wiring compartment cov r- 9 9 P e (MODELS: RZRM.WRLANR-G&RZR-MAF") PATENT PENDING 1 LED DI IV[R(S) Constant current electronic with a power factor of >.90 and a RZR-G r e minimumecognoperating rat Is of UL directly rind zed and mounted the lace recogmletlandmountdirectly against the Electrical against 10 ing i0 facilitate thermal1.Irtransfer, held dawn by universal Sal ° Trips cosy line terminal blocks facilitate clamps 1 etfacilitate wiring between the driver and optical arrays. r and optical 0,Yer6 . (0 - Ian Input of 7V, 50760Hz z. - j umof internal dimmable driver is standard.. Driver has a minimum of 3L'V infernal dr&S, iv has minimum i surge Luminoire supplied with 20KV surge proteCfdr for mR mt & m A cesslible i Id accessible ihstallatron. L4uIr9 I� NPS Higgh output LSD's are utilized with drive currents ranging from 35OMA to 1050mA. 7DCRl Minimum. LED's are available in R rC(NS(301 ,OYOpliOnar CDOI White (5000K)Of A RZR 8L RZRM i Worms tvafm White (3000K}. Consult actory for other LED options. K). Consult n 4 HER I ED'; A PCA (Phosphor Converted Amber LSD's utilize tar s fa ( P } P sphor create color outputs similar LPS lamp(andrue haveasiighfautpUY RZR-MAF' o � the blue Spectral bandwidth. TRA (spec Yonly T Y m that material fhpt emits IIgM ID the amber spe0lral band�widfh Only spectral Mid bandwidth snrhout the use of phosphors NEH E lectrastatically applied TGIC PolyaMr Powder Coat Orl illbitrale prepared with 20 PSI power wash at 140FF. Four step media blast and non phosphate pretreatment for protection and paint adhesion 4DO'F poke for maximum hardness and durabi T EEL a II f F FI .:i\ ri - L eplPces stontlpttl EieCtnCal Housing. Fits sfgntlartl 2 3/8" OD, FIXTURE A B C 0 RZR-0 _Cis. as s, ,.3.R ]., RER MJ6 a,�m 1B 26 Ira,,., 2.15- a.5" RZRM I IS' Na 0' Mare. 4S' «.,,, 5.M' .- RZR-MAF 1P stri Oy' R4" � horizontal tenon. Two (2) straps with two (2) bolts each encircle - the lower half of the tenon. Upper halt of the tenon rests on 'DEC PENDI Me AS of ni9 self -centering stelesthot position the angle of the Luminoire of 0', .1.5",+1.5 or Hi up from the horizontal. All hardware As stainless steel. c �L us LISCa 2020248 U.S. Architectural Lighting 11 xM 1 '> '��_' © U.S.ARCHITECTURAL ,SA",. JOD Name: LIGHTING Crozet Self -Storage VIRGINIA Architect: TIMMONS iv.,A BAZAR SERIES -LED TT'I • CAST ALUMINUM ARM AND WALL BRACKETASSEMBLY PROVmEDWITH BUILT IN GASKETED WIRE ACCESS FOR F I X1URE/SUPPLY WIRE CONNECTION, WALL PLATE r� � snD C o 50- DIA. - v r rN9rm•+r rep HOLES .111-M-40LED-700MA-W W- 19-T-HS-PLED Notes: D4 "' JOD Name: KLK- LIGHTING Crozet Self-SbOP�B XX-R YIRGINIA Architect: T1M NS Notes: w n. aeee 'fBNEA� PLED"MODULES 'SS • •: RSR-fiE.P.a.0.70 Rbl E.PA.0.87 "•2:Si2 Available In Available In: 52.22 720 LED Motlule t:1cx &O IfA Module Mpx _ 80 LED Module 12C LED Motlule POLE DRILLING TEMPLATE FOR RLNM ORmmh WIREWAY FOR RER ml qA a aa-G BERM EPA: 0.45 Available in'. 48 LED Module Max 48 LED Module -. - RR/PLED-IV/80LE6700mA/CW/277/RAL-8019S S P E C/ O R D E R I N G I N F O R M A T I O N MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS Moo LEDs ORNE COMM COLOR STANDARD �� Tell TEXTURED FINISH D fMBO ❑ 7wF K w�, ❑ 120LE0 ❑ 350MA 0 ❑ 120 ❑ BLACK. D HIGHLOW DIMMING FOR PLED41 ... U'iW RAL-9006T R4MA91fd71SWRCMW,00 ❑ BOIED ❑ 52SmA D poll NONINTEGRATEO MOTION ❑ MIGaNr ITcw ® CW (50 ❑ W'NITE SENSOR.. HIM RF04RON ... PLE ❑ ]00mA' 1 ❑ 2A0 RA49003-T ❑ W W ( K) ❑ INTERNAL ❑rnE0FAmwN rr4am�, ILLUMINATOR EM�M1P ❑ I050l caxIS Mimi ❑277 ❑Gay. ROUSESDESHIEN _NE-0LED ❑ PZR RED4MIL_, Lgg x{.1 LF,... ❑347 RAWOO4T ❑ RKROCELLA VOLTAGE U WoNAF' ❑SOLED ❑480 ❑DAftI ShonE (E LEPC12W).. PCnV ❑ TYPE H MED AR?Iln PLi084M tUU11 ❑ 401ED RAL4014T ❑ TWIST LOCK D MEET WbF ® PLEASE ❑ EN RAL400ST RECEPIACIEONLY..TPR PLFwn-w. - AMBER° SELECT ❑7YIN ➢MET LOOK PHOSPHOR rcx natcsn 1 RECEFlMIE diLY.. iPR] - RZRM ❑ HYPE ry ❑ RZRM CONVERTED w A REDAY .,,,-.® AMBH2 I.F 'A lxvf'us� IW%rixF 1"(rl>MSy ❑0201, FUSE 48LFD TYCA (i20.', 271Y, 941V) . SF ❑ HYPE N CKtHJ6t Tb: O±r PLED4V-Fr....- ❑NED ❑TRUE AMBER' mncwzroslcarns DOW&E ELSE (Yaw, My.. 4m) OF ❑RED-VBS4/,...■ • r-'HM•°"'0w'°r°*ronusA "ti1R' ❑ STEPDIM MOTONSENSOR (AROY.IEAMMED 50/1m) ❑aPEV I&D. e.nMYwlrMwwNnlm[xSeE,ureLe aTLarwLEx* .... .. All RE]).v4 M 1.AVA4YNE%rylA'AAYf*ApxHE raidl"ur , ❑ REMOTE MOTIONSENSOR D AWE V MADE CONFIGUR410R PLED-V•fl?W .. ..... M EFCEO eYorvmA.rw•ce>„w._a^aM' U.S. Architectural Lighting r1ii`..HMwmf•ymiawwa © U.S.ARCHITECTURA SITE LIGHTING FIXTURE CUT SHEETS - POLE MOUNT Submitted by Lighting Vir Inia-central Catalog Number: Type: SNS-2040-11-AB-DM19 20E S POLE LIGHTING Job Name: Crozet Self -Storage VIRGINIA A ANE Architect: TIMMONS Notes: LY-aENTRAL2tJ%36 -DETAIL 3 Ift POLE HT 17.5 FT) 2.5" X 5" HANOH ILE a O' 1E, DETAIL 2 DETAIL 1 BASE COVER COLOR: DARK BRONZE TO MATCH FIXTURE ?tit 0' VIEW .E A•' :•". '���RR American � m4e.�..rican AME8ICANIJTE ppt-E ]9M R HIILF.N, S[RYF.2m Hartz WORTH, is 71.10 N17Yii0 PH Nil n 4 TrM9 FAX REv DATE Y REMISCH PIW PROJECTNAME: n 101112 BM m UlI vNluNrvtut� DE TUTS CKR SQUARE STRAIGHT STEEL ANCHOR BASS 20' x 4.0" x I I GA sNs-zD•aaN•Ae SUbmltted On: Nov 5, 2021 111 Index Pe e ❑ TzoR (z,3B" a0 x a• TALL} ❑ TzsR (2.EIB' oG x a" TALL) LTGIRDLE ❑T30R(3.50"ODxB"TALL)-r2I5"�.2T0'❑DM28SDP.❑OM29co0 A ❑OM39 sv SLOTTED BOLT HOLE (X4) FATIGUE S RESISTANT I I ❑ OM49 (� -111-M-80LED-700MA-W W- 19-T SOLID STATE AREA LIGHTING PROJECTNAME RAZAR SERIES -LED PROJECT TYPE S P E C I F I C A T 1 O N S OPTICAL HOUSING H cast low copper aluminum ((A356 all W,246 C assembly with intgrl cooling fins.The Qptloo Panel moue ntintg surface is milled flat surface variance [x A02 to faoRitate 7 thermal transfer heat to housing n F' a and aa19W ent .The p nar g � antl Separates optical and electrical e ate nt . a tl I P pao p e s The pas and electrical compartments are integrated to create one assembly Minimum wall Ihlekne53 i6.18B". Hclusllt(rY./INi-L tRm low capper alumin\ �356 alloy, 40 2% sapper) with Integral cooling .uncunding the electrical .r-nporirnent and a flat Ti on the top of the arm to accommodate a photocell receptacle, Solid barrier wall separates optical and electrical compartmenis.The optical compartment and electrical compartment with the Integrated support arm combine to create one assembly. Minimum wall thickness is 388". Cast and hinged driver assembly cover is integrated with wiring Compartment COYer. P1.ED*r)PTICS Emitters(LEDs1 O% Ompved on metal acre PCB a iwith each emitter m meet an mdr R@CIOf iRBld@ 111. :arcs the iement.l 16lractor f are rotoirn .T of Panels in a' �° RAZAR 0 4 a(MODBLf:RZRM,RZR,Rtfl-0&RZRMAF-) PATENTPENOI'. er Ids 110. all ar ED am ^ RZR-G 1 e a � T M. RZIfM & RZRMAF' srytu LED EMITTERS H1gtL output LED's are utilized with drive currents ranging from 360 n fo 106gmA. 70CRI Minimum. LED's are available in R stgnd White(301Wt11Monsult),orap, Toro Cool Doptio(IODK)or toorm Whiteutral While ctaryTorolCo Cool White RZR &RZRM T p A PCA (Phosphor Converted Amber LEDs utilize ho s to ( p ) P sptEor LPS lamps iigghf i create color outputs ban RZR-MAF' o Tandrda Arribi bandwidth m the blue spectral bantlwitlih. TRA (true Amy L®`9 Uf11Ize Sit�I Y material that emits light in the amber spectral bandwidth only without the use of phosphors. GINISH Electrostatically applied TGIC PalWaior Powder Coal 9uwrote prepared with 20 PSI power wash at IAl Four shield media blast and iron phosphate pretreatment for proteatlan and paint adhesion.400-F bake for maximum hardn anddumbihty, MAST ARM FITTERI ELECTRICAL HOUSING Reploces standard Electrical Houd Fits sandwd 2 3vil O,D, FIXTURE A B C D RZR-G s' 9ss 3' 7' RZR Ia75 7115 "1 65 RZRM nr n ss ses RZR-MAF horizontal tenon.TW D (2) straps Wgh two (2) boh each encircle pLC PENDING PS pf //lit the lower half of the terwn. Upper half of the tenon rests an self -centering stops that position the angle of the luminoire, of 0e, +1.5°,+1.5 or+W up from the horizontal All hardware is stainless steel. c �L u8 M,nr IN Fill � 2020248 EroO m.t°PpT O°PP7Ezu,. © U.S. ARCHITECTURAL U.S. Architectural Lighting +war+• _® . JOD Name: LIGHTING Crozet Self -Storage VIRGINIA Architect: TIMMONS fNNE°� SOLID STATE AREA LIGHTING RZR-W M3-PLED-IVFT-60LED- 700MA-WW-XX-RAL-8019-T 11y Notes: LV-CENTRAL21-35536 PROJECT NAME: PROJECT TYPE: RAZAR WALLMOUNT-LED S P IE C ii IF ( C A T I O N S I OPTICAL HOUSING IA Heavy cast low copper oluminum(A366 alloy; 4.2%copper) 1 assembly wRh Integral cooling FEES. The Optical Panel mounting surface is milled flat (surface variance «.Ol to e facdltate thermal transfer of heal fo housing and coating fins. The Optical Housing bolts to the Electrical Housing forming a unified assembly.The minimum wall thickness is.188', T c -IfJIUSIiJG ji 1 �I r l rri r ow copper a u Anum A356 0 to c0 2%eo e PP C V Copper) FIXTURE A ¢ C A2RW1 a,ce' m 6' RZRW'I-FM a- M e.s' c,, blp Minimum wall thickness is 181V Fixture Mounting RZR-W M 1 Plate arnxes to mounting surface over a recessed 1•box. EleahlCPt Housing anchor$ on the tap edge of the Mounting PATENT PENDING Plate and stainless steel rocessed socket head screws tighten the Electrical Housing to the Mounting Plate from the bottom. PLEDOPTICf\I_ rA' •FII'LF- Enrhfers (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and - enclosed by an LED refractor. LED Calks completely seal eaoh incilWdual emitter to meet an IP66 rating. The asymmetric distributions, have a micro mffwtor inside the refractor which A redirecfa the house side emifleroutput towards the stantsider and funcilons as a house side shielding element. R9IKMIOre are infection mOldrrd H12 aCfyIIC. EOCtI LED refmtor Is sett ed To the PCB over an emitterond all refractors are retained bran aluminum frame. Any one Panel, or group of Panels Ina a _, luminaire, have the same optical pattern. LED refractors praduother specialty It Illsymm Type trio di/arsto ibutiohi Panels relies T other speola1ty asymmetric distributions. Panels are fie Id p replaceable and field rotatable in 90" Increments. 1 LED Di'NV _. FWURE A t C -u RUEr4 AE+Vro t Avw.-- RZMYa-RM [�-v uwt. ram i,5 Constant current electronic with a power factor of>.90 and 0 RZR-W M 2 minimum operating temperature of 40"F/-40-C. Driver(s) _.. . i&)are UL and CUL recognized and mounted directly against PATENT PENDING the Electrical Housing to facilitate thermal transfer, held down by universal clamp( to facilitate easy removal, In4ine terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V 50/60Hz or 347V-4BOV, minima. (0 - 10VKVi dimmable driver is standard Driver has o T 50.6011mof 3KV dim dimmable protiver is stand rd Drive, supplied -- with 20KV surge protector for field accessible installation. ) [E31�t11T1tI, I�'I��I bUW LED'R are utilizer! with drive Currents ranging from standard A to Neutral hale Minimum. LSD's ore available m (5000KETd' Neutral White (4000Ko Pr optional coal white option) Or worm white (3000K). Consult raMory for Omer LED Pptions. AMBER LED's Ifs I 1 PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight e output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral 1 bandwidth only without the use of phosphors. ° 1 FINISH FIXTURE A a [ R..ws RUW34M Electrostatically Opp ied TGIC Polyester Powder Coat on 9 SuL3shate prepared with 20 PSI power wash at 140°F. Faun step RZR- W M 3 media blast and Iron phosphate pmtreatmeni tot protection and paint adhesion. 400°F bake for maximum hardness and PATENTPENDING duraability, 1I C al. Us WOMM 7 toss : 2019093 "'^giminQ""'"o.cavna' © U.S. ARCH ITECTURAL U.S. Architectural Lighting xA•'ExuRro-RXN _® Submitted by Lighting Virginia -Central Catalog Number: RZR-PLED-III-M-SOLED-700MA-WW- Type: ,9A"• Job Name: LIGHTING Crozet Self -Storage XX-RAL-8019-T P VIRGINIA Architect: TIMMONS Notes: f9NEA� LY-CENTRAL21-35536 BAZAR SERIES -LED WALLMOUNi PLED` MODULES SS'SS t: S2 ••N R2R-G F.D.A,_ 0.76 RZR E.PA.0.87 •:2.2 .2 CAST ALUMINUM ARM AND WALL A i110 'e w' a D i i - AVa total¢ n. 2'.22 YS.22 BRACKET ASSEMBLY PROVIDED WITH I."J LEC+1 _�tlule hlax 80 Lf31 Module Max 80 LED Module BUILT IN GASNETED WIRE ACCESS FOR FI%fURE/SUPP/Y WIRE CONNECTION. 'j �W �� 120 LEO Motlule WALL PLATE POLE DRILLING TEMPLATE z :: T I 1 T •'•' T"Sa 5S0' as9' }ss i•S p 0 1'M*nt FOR RZRM w REWAY Fax RN sd�^mA - . BERM EP.a-o 4s L.' :.«; IT � sRa-G AvailaDle in 4B LED MaduleMax dB LED Module �- tt9v"^^1 (at Ha4£B 405" DIA e:,rm (91 N°LE$ RZfi/PIED-IV/80LED700mA/CW/277/RAL-0fli 95 MODEL OPTICS LEDMODE VOLTAGE KNISH �IIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS Nor USES DRIVE CUMEEM COLOR STANDARD 172R{i HEMP -Cm 1E%TURED FINISH ❑ 1�b ❑ VIEDAI D IZOLEO ❑ ASOmA K)' ❑ 120 ❑BLACK ❑ HIGHLOIV DIMMING FOR D�2U fldL900S1 HA I ROW f'epSM1CFeGCW ❑ BOIED ❑ 5�°A ❑ � NONINIE(itAIEb MOTION a HKRd. er,v ❑ n'. F u _ ® CW ( ❑ WHIff SENSOR ...,,.,NMW RED4FFR ❑ 100mA � ❑ � RAL9003-T ❑ W W (WOK) ❑ IMERN.LL - ❑FYPEUMEO.'aN ILWMiNptOa ❑ IOSOmA ❑277 ❑ �y IK)USE SiDEBHEID-_NBR• ❑RZR RED4FML.., ..'�I:ALim: „.uu.oiaE: ❑3a7 RA470pd-T ❑CFO CE Submitted On. Nov 5, 2021 2/2 Index Page VIA, I LL SUbrnitted On: Nov 5, 2021 212 Index Page Submitted b Li hlin Vir into -Central Catalog Number: RZR-WM3-PLED-IVFT-60LED- Type: Job Name: LIGHTING CrozetSeif-Storage 700MA-WW-XX-RAL-8019-T �tE VIRGINIA Architect: TIMMONS Notes'. RAN E'er LV-CENITVJ31-35536 RAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION PLED"MODULES Emergency Back Box (Ent) 3/4"Surtace Consult (SC) a •• •• 2'R'22'Ii 2••0 • BOLEDMatluCe z aEec= IP aom n Lsh9 p2R-WM3-LED ED.a=.69 'r�fI'I(/�^-I�.LIIIII AvoUable in 60 LED R.lotlule P LI mF EMERGENCY OPTION BACK BOKExrFNp(R" OEYONpTNF5rAN0AR9N0USING AND e s 40 LED MOou r WNT41N0mE EMFRGfNCYCOMPONENIs (EC) INCLUDING BARfR1E00RGAN gf USED fORSURfACECONDUR(SC)pPnICADONS.(HERE ISiO NAN 5C1,aCR.AN05C30P110N IODINE aRFRING HOUSING DAZES. DC DxIPSWDNixOEADFp CONDUIT PINGS, 'NF EMdED aVE1EM PROVIDED POWERED ALL lfD51NMEARRAY(2D, ED, Yr 00)IO MEET REIt-Wp4-EED E.P.A.=,4r rHEmIIOWING LIGHT IEVEISfORA MINIMUM OF PoMINUIFe- wM1.aW@aSOMA AYDIIal71B lit: 40 LEDModule WM2=SOSB�aMA wide=3a8aaWMA v 20 LED MOdu' 'MUaPIYtNFWAROYE BYWIF WMEH OmPUPe'35pMA RZR-W Ml •LED E P, WALL MOUNTING W �. H. C III WG. 06/08/22 M >_ 0 EN 0 OFF u N u1 N � � E W W LJ y 3 LL "o � LL 0 +- n �o� Ull J U CO M. m J-vt M M l�dJ W Co N Z � � 3 X Gn U > do H c L11 O Ot N >v M a� DO J sp H Ln ZD 0 O LD D O K 2 F W 2 Q Z O GO Of 0 O Z O CL U U Lit W O _o W W LLL O O K > j O O U U UJI V) V) K K IN I DATE 21212022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 " = 20' V/ �LLE•�JE/ D W W � a O �_ V v / > U w O VJ / /) I- J � LZ 1T W LU i NmU J Q O L ' U r�� V > 0 m 3 m w EL a c m 0 a m w CI 0 c N L w a C t= c 0 0 O 3 c L SITE LIGHTING POLE CUT SHEET SITE LIGHTING FIXTURE CUT SHEETS - WALL MOUNT IDS NO. 48757 SHEET NO. L4.0