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SDP202200007 Plan - Revision 2022-04-15
LT SITE DATA: 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: 97,000 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 NEEDED FIRE FLOW: 2,000 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 M CODE AMOUNT UNITS WEEKDAY ADT AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL Proposed Develornertt Mini Warehouse 151 1 90,000 1 SF 136 5 1 4 9 / 8 15 SAL 136 5 1 4 9 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 SDP20220OOO7 (INITIAL SITE PLAN SDP202100081) ALBEMARLE COUNTY, VIRGINIA FEBRUARY 2, 2022 VICINITY MAP SCALE 1" :1000' 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 Sheet List Table Sheet Number Sheet Title CO.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 �, Hydrant Flow Date Service Auth�ri Y g/zs/zozl Test Report Location ROCKFISHGAPTPKE CROZET Pressure Zone Crozet ServiceArea Date and Time of Test 8/25/20219:56:00 AM Minutes of Flow 0 Pipe Size (inches) O8 Pressure Hydrant 10098 Static Pressure (psi) 101.2 Residual Pressure (psi) 50.7 6dQ2OLGoped L1 020 Multiple lnline Hydrants 110120Single Flow Sprinkler Test Single Flow Flow HydraM81 F100991 Piton Pressure 81(psi) 37.3 Yellow 1 ❑ Test Flow l Flow Hydrontt A2 I 11523 Pitot Pressure #2(Psi) 39 Yellow ® Test Flowil 3053 Flow HydrarRA3 10097Pitot Pressure o3(psi) 23.7 Yellow8 EZ Test Flow3 810 Tonal Estimated Flow (gpm) 2716 AI Q20 Calculation (gpm) 3669 INovauein WO,dic a nsuffi Mpi mftpb,WDORawlespnnkltt M..i Comments Hydrants opened all the way. uxamnxW No NryIM1a[Pwxxxa.N PoiNNJMuu,.xew. sl. WakkexMrNa.rltlel9l]Fumal � anr.M a Estimated Consumption (gal) 5432 EcruseforwarwauLit Signature of Tester: AI E?sOa TOTAL NUMBER OF SHEETS: 13 628 628 Ng CBNXyL-ft 6 n ns rvi ,ownership ' Nor lnSmY.x. AC5P6xnM 500 644 A ' lbrin 5ervkn. PrlveW OwnersM _ ��'�/�//��r��/�- O\ MSarvkx. Pxveb Ovmersxip naos6 m`, usnwNwsw.� 6"5714 eraM1iP ?rry6a°'6rs6UAI see rv.eN o 1. ss Type aW. Lw l .y.w CILWItrire$ i nw "is `f°o Flow Hytlrant seen 6" BROWNSVILLE Ro 8T51 T6 111a "� ssm 91 10097 Test Hydrant 00956912„ S6e6 0152 909 6� 66B g- .-6]2 ROCKFISH-GPP-TPKE-0250-668 - Flow Hydrant seg Flow Hydrant �e9A o r �eL sass 56a6 TBFn qo � ew sws sso m� g San Grz M.a,m�._IN. x.�Km. m .�. am a..x wIM_ a.m.I� 4 Rw w Nb a. a. w-mwa �x� nxm�xx� I�wapw�Trxrxm.nx�r.�.p..fiawme.-.... Albemode County Service Authority n§ ,waw""mwiY.aauu�n�.nnwwd+wk.epw.mMwaw°mpwmare�"pm- nrqWrmawWxmiNnx6.Numew6wb. ;""drxw+a o too zoo aao 400 Feet �e"�Nr"v>vw�m v✓x[mo CLINT W. S FFLET >� • Lie. N 54380 �4 4-15-2022 �cv; iN!1AL M E 0 0 U N � N 0 Q o > E w ai E LL o 3 K O L M Q j U DO W J -� v z�y X <Elf A LL 04 = t) 2 (ZN = U > Ln) n 0Un N W M d � W J o w � H N Z 0 [no Z O a it U Ln W Z O Z1 L > O wCto U 2 O U w a 0 LLI TLV LV w Q ti o v DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU � a Iti 0z up) / J LU LU o i 0 L � a LU LU Ncc w J 0 a U JOB NO. 48757 SHEET NO. C0.0 L LEGEND ROADS mSTORM PIPE & STRUCTURE NO. F�O�� 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 O PARKING COUNT SEWER �S------ EXISTING SANITARY SEWER WATER 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 Department of Community Development P 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. 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. GENERALNOTES BLASTING NOTES 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./ft. 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 ICC/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 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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. LT CLINT W. S FFLET >� • Lie. NarS4380 �4 4-15-2022 �<v� 10!1AL ^� E 0 o N � N Q O > E w v E : w >w 3 Q LL 3 p LL O- wO `mom 0 W L M Q�_j U00 J - ui M rn C7W NV w IT 30'x LL p Q v U-) Fv >M c EMO1 N W M a� 00 J am O oc 0 N Z O E E U U) LU p V) Z O W U w � U O a O V) j W w Q p DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU ( V < a J 0 Q > LU LL } 0 J o 0 W U Z w N co Q � z U JOB NO. 48757 SHEET NO. C1.0 L m EXPANSION JOINT WITH / .;j,pLTH OF��. PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB / R=2" I '% FILLER, "ZIP STRIP" OR 1 i NON -SLIP BROOM FINISH EQUIV., SEAL WITH \/�\/�\ • CLINT W. WWF 6x6 W2.9xW2.9 SILICONE SEALANT . 2 j� j� ° 6" �f� % S FFLET > N . 54JS0 4 ' 10" 3,000 PSI AIR ENTRAINED PORTLAND \/�� /�� / 4-15-2022 w� CEMENT CONCRETE:::::::::::::::::SURFACE::::::::::::::::: l�s ��I���O!1AL'��1••• 0 0 6" TYPE 21A STONE COVER BASE ^� E . �\��%�/\\/�y COMPACTED SUBGRADE (CBR 11.2) VDOT A-3 CONCRETE 0 N o SUBBASE N � E DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w v E CONTINUE 21B STONE BASE FROM N ¢ u o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION o w — w O 6 ` UNDER CURB, 6" MIN. DEPTH s W L No Scale a J _ N VDOT STANDARD CG-2 CURB a 5: N N Z F a M a No Scale SIGN �'s� � LL V Q STD. U POST ur) X v ry Z Z GALVANIZED = ¢' O W 2 R �4" ~ c ° N .N. > Lu p ° . CONIC CURB AND GUTTER CLASS 3A, wM a � U (Pc=3,000 PSI) CONCRETE o w 2 �H 6'-8" MIN. / W a 13" ° d . 4 d' ° M REFER TO VDOT STD STP-1 DETAIL a . d ° 7" xj ° : ° ° ° O FOR MOUNTING REQUIREMENTS a.. .. ° ° d .. .. a� ° °.. 4 EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) ° .. ° d / 4 ° ca O F W 3" CONCRETE COLLAR 0 w ry N --—CRUSHED STONE BEDDING .' 6" MIN. � F j 6" DI CLEANOUT Q O O DATE CONTINUE 21B STONE in COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PLOFUNE D SUBGRADE PAVEMENT SECTION o 2 2/2022 / UNDER CURB > No Scale DRAWN BY AWED PESETYM CLEANOUT DETAIL K. FLYNN VDOT STANDARD CG-6 CURB & GUTTER No Scale PAWM PAWM DESIGNED BY No Scale • • C. HTT SIGNAGE NOTES:m m • CHECKEDY BY B :...:...:......:...:...:......:...:...:.... 2" ASPHALTIC CONCRETE SURFACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITHLTYLTM COURSE - SM-9.5A • C. SHIFFLE7T THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY • SCALE REVISION THERE TO: $100-$500RE SM $500RE � A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TOW AWAY ZONE TOW AWAYZOhE 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. ACHE 6AB MIN. VE COMPACTED SUBGRADE D. THE 2018 INTERNATIONAL FIRE CODE. F NBSOHED F NBSOHED (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 QLLO 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. 24" STOP�P-) SOLID WHiiiilmf 2" ASPHALTIC CONCRETE SURFACE COURSE EDIA 5A 3" INTERMEDIATE BASE COURSE - BM25.OA PARKING SIGNS FOR THE DISABLED No Scale w No, V 12' STD. 8" TYPE 21-B AGGREGATE SUBBASE COURSE Q (VARIES)CONCRETE R1-1 BUMPER BLOCK CONCRETE BUMPER BLOCK�% Q J STOP BAR DETAIL ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) \\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\ O z (D NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING NO SCALE HANDICAP SIGN LOCATION (TYP.) COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) > I_LI 0 2 2' 2' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL z SOLID WHITE LINE �} } _j 5 C)EOP FACE OF w O PAINTED o 18, 18' cuR6 HEAVY DUTY ASPHALT PAVEMENT SECTION U)J Q No Scale PER 6 4 SPEC. PAINTED Q 2: v STRIPE (TYPICAL) w m Q W 2' 2' 8 5 8 8 8 ��� TYPICAL VAN NON -SLIP BROOM FINISH O O 4" DIAMETER STEEL (TYP.) (TYP.) ACCESSIBLE ACCESSIBLE Z PIPE FILLED WITH HANDICAP SPACES REGULAR SPACE U CONCRETE. BOLLARD SHALL BE PAINTED STRIPING AND SIGNAGE DETAIL VARIABLE u MAX. CROSSSL/oIOPE2 TYPICAL PARKING SPACE DETAILS YELLOW No Scale No Scale 4 a .. PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2'-0" DIAMETER 7-1/2" 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED CONC. FOOTING CONCRETE e ° 6 5 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER � Ep EXISTING AGGREGATE BASE \// ANCHOR WITREBAR IMBEDDED 4H IN GROUND; COMPACTED SUBGRADE 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. MILL AND OVERLAY SEQUENCE: IL COMPACT //\// //\//\// ROLL TEST IST NG BASE r EXISTING CO RSE HEN PLACE \��\//\\/\\ \ '//�\//\\/ ti JOB NO. u NEW ASPHALT SURFACE. 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. C1 1 No Scale No Scale No Scale No Scale No Scale . m 0 3 D 7 00 vX 2 �z .2o o� c mw a w c m m D O 3 in z„ 0 � a o r �3 n dm 2 :2 FillN d X = L j g„ 0 = Fill 8 d� Eg 8M 06 a c �a 10 a 0 w o Fill a � c m m c o c � m a0 c E F_ L GENERAL 1. MEl1gD '•A'• PIPE BEDDNSHALL WE SHBE USED FOR ILL TYPES OF PPE CULVERTS WITHIN THE APPLDABLE HEIGHT OF COVER RARE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE vLMS. 2. H • HEIGHT OF COVER LEARNED FROM TOP OF CULVERT TO FNSIED BIDE. 3. D - ExcAvATHIXI DEPTH As sHOwN DM PLHA B To FNM EENNG sm. CIRCULAR PIPE 1. D - OUTSIDE DIAETER OF PPE. 2. d - INSIDE DIAMETER OF PPE. 3. X - WIDTH OF CLASS I BMKFLL MATERIAL BEYOND THE EXTREMITY OF THE PFE, % - 12 WHERE N s LESS THAN 38". IS X 18" WHERE N W" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATEPoAL MAY BE MARIAM FOR ENTRANCEPLASTIC PPE( SWITH %- 30 � LESS N DFOUNDATIONS UAETER MIGHT V R MS. S. MATERIAL MAY SE USED INLIEU OF CLASS I BACKFILL MATERIAL FOR 5. REGULAR SACKFI L. ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND IESS IN DIAMETER WRAP HBGHT W COVER 15' B LESS. 2' 6. SEEING MATERIAL AND CLASS I BACULL NATEPoAL MAY BE ELNNATED FOR SHOULDER SLOT INLET (DI-13)OUTLET PIES INSTN.LATION6. ELLIPTICAL PIPE 1. S1 - OUTSIDE SPAN IMMERSION OF PIPE. , 2. S2 - NSDE SPAN DMENISION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF FIFE. TR/NSIIB BE'11YFD! FIE DIAETERS WHEN L X • WIDTH OF CLASS IBMKFLL MATERIAL BEYOND THE EXTREMTY OF THE PIPE. DIFFERENT SIZES OF XX - 18ARE" WHERE BE IS LESS THIN N". PIPES AENCOUNTERE % 5. WHERE DIRECTED" • WHERE sp IS 36" AND GREATER IB" THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FORNORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 b M" B LESS AND HEIGHT OF COVER 15- OR LESS. 6. REGULAR BACIFLL LUTEPoAL MAY BE USED IN LIEU OF CLASS I BACKFILL MAIERW. FOR Nl FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND NOTES HEIGHT OF COVER IS'CR LESS. SNIPING OF MANHOLE AND NET THIS DRAWNc IS TO APPLY TO ON PLANS OR WHERE INVERT OF PIPE ARCH STRUCTURE. MANHOLEMEET L S - SPAN DIMENSION OF PPE. IN WITH MIN- LI81 THE INVERT SHAPING AS DETNU 2. R -RISE DIMENSION OF PIPE. CONCRETE M 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL CLASSPORTLANDCEMENT CLASS ClC1, EXCEPT THAT 25X OF TO 4" IN DIAMETER MAID COAL 4. % - WIDTH OF CLASS ISMIFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. SHAKEN CONCRETE OR BROKEN BR SHILL BE LEFT SMOOTH BY ME % - 12" WHERE S IS LEM THIN 36". 2 % • 18" WIEPE 52 b 38" M10 GREATER OF THE COARSE AGGREGATE SW INVERTS N ACCORDANCE WITX THOSE STRUCTURES UCTRES SPECIFIED PCIED `I SLOPE TO GRAIN TO INVERT OF CUTLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO CRAM 1, TO INVERT OF OUTLET PIM N EXAMPLE PURPOSES PETALS OF ° 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE RMIMATED FOR DETAILS E BARING AS SHOWN HEREON ARE FOR ERAM /C11 MANHOLE OR DROP INLET IS TO BE SHAPED NGINAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS W' B N)NWNLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS AND HEIGHT OF COVER 15' OR LESS. CONFIGURATION AND ROW LINES. SECTION B-B B. REGULB AR BACKFILL MATERIAL MAY BE USED IN LEM OF CLAM IBIGI(FLL MATEWIL FOR PLANPLANALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" LESS AND HEIGHT of COVER WOR LESS. METHOD OF TREATMENT IN MANHOLES :IFICATpN `VDOT `VDOT SPECIFICATI EwEHCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAR AND BADGE STANDARDS Ron An BRIDGE STANDARDS STANDARD METHOD OF SHAPING RERREW W2 GENERAL NOTES REVISION DATE SHEET 1 a 1 SHEET 1 B I REMSgN DATE MANHOLE & INLET INVERTS 302 3G3 VIRGIHIA DEPARTMENT Di TRANSPORTATION D].00 VIRGNA DEPARTMENT OF TRANSPORTATION OLOB • 1 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 VIER LIFT NOTCH 12 3/8" WATER CAST IRON LID i 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 d-1 Y. SECTION CAST IRON I YL sECrDN STEEL NOTES GII 30, 3C EXPANSION KEYED 21_71. FOR DETAILS OF INLET JOINT COAST. ROM, „ EXPANSION JOINT P-10" FRAME M COVER BACK OF SDEWALK >! JOINT BAR$ ,yNITpERP[[ LUGS CAsn WWIHBE L M/E• [ 2Yj' [ YP L DEPTH OF INLET (H) TO BE SHOWN ON BEE STANDARD IC-2. AR G WT EF a COLLAR r -A 7I 10'-4" LONG MADE FOR dDEPPTH GREATER THAN 10'ME BARS 0 4^ •• 2•• EF A _ _ A B IN OPTIONWIL BRIDE MISS H CAST GALV. WONSL TEE W t 3 LEs 43.6 LBS INCLUDING INCLUDING LUGS CONNECTORS IS - ' 1 2 ENSION SHOWN ON THE M'D SPECIFIED ON THE PLANS - ARS 6':8:'6'.' SIRS B & w BAR 2- 1 BASE H'NARDWARE _T WBESTANDARDS WLL BE MEASURED THE INVERT OF F I` N25 F �I �I , ♦ _ _ _ ONE ELDEO NIT O T TIE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS NE R i • W t S WEEPHHOLE APPRO%INANE ONLY FOR ESTIMATING I 11° SEE NOTE WELD ALL PHRPMES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS.mm 3. WHEN SPECIFIED ON THE PLANS THE •' I _ '• ISIFTS.Mlt INVERT 15 TO BE SHAPED IN N'WRDADE NOTE 5 WITH STANDARD IS-1 THE COST OF FWNISHING AND PLPLING ALL LNiM115 INCIDENT& TO THE SHAPING IS TO BE 81• '' 8" INCLUDED IN THE BID PRICE FOR THE �. IA.. [ 1Y4• [ 4" Yj' STRUCTUR x P' E SECTION A -A -0 J 6' MIN PUN STUD PLAN Lam' 1]" L 91/" CONNECTORS 4. N TIE EVENT THE INVERT OF THE (GRATE REMDVED) �M,pB��1�K I� -----� WIFILL PIPE IS HIGHER THAN THE E-A q KEYED CONST. JOINT � 01 IL A �T BOTTHE IT THE STRUCTURE, THE SH INVERT 1 L-VNNHLE - MAX. 20' _ WI THE CEMENT MORE SHALL BE VENTED CUTTER L WITH CEMENT MORTAR TO PREVENTTTER SECTION B-B STARING OR BINDINGCOS OF WATER HI THE I.. 2�' _1ti :NI I.S.T-8" �B V. 3'-0" Y' APPROACH • COLLAR DETAIL AND PTWE. THE COST OF FURNISHING I I MIN RAISED TO PLACING ALL MATERIALS INCIBENTAL a A GUTTER UTTERING IN NET SHARING E TO BE INCLUDED xv 2Y, N THE BID PRICE FEW THE STRULTUE. _ m I_ __^ ..•.•�•• DIMENSIONS FOR DIA.P NO WASTE BAN$ TO WATERWAYS 5. STEPS IRE TO ER PROVIDED WHEN M IS B S G 9 CAST IRON OILY STAND OR BEATER. FOR DETAILS SFE _ _ _ _} _ _ J STARTED LIMIT BAtS F BARS E �B ry W • DETAIL B S. THIS ITEM MAY BE PRECAST OR CART- WJ" DM1[TER , BARS E DETAIL A o 1 WEEP HOLE FRONT ELEVATION W� F B- T_8` 6- � B 2'-8" ).SMOOTH DOELS AT - - - - - - (GUTTER REMOVED( p 3'-T -� RIFE OETN BLAMEAPPROIN ALL 12" C-C TO BE TO ABUTTING CONCRETE TO PREVENT5XI/" BENT RATE 4 - SECTION B-B PLIDEO N ALL AREAS ADJACENT II11 :'..:... HE N A 2"ST NOTCH MAY BE PROVIDED. �' '' •.. ' SEE STANDARD i-DI-3, 4 FOR :. ALTERNATE DESIGN. C TYPE A NOSE DETAIL SHALL BE USED WITH CO-3 A CG-) STANDARDS. ,. L7/-Xp1C/" B. 3- DIAMETER WEEP IDLE 4" MESH TYPE B NOSE DETAIL $HALL BE USED WITH CG-Z 6 CS-6 6TNDNTP6, • TYPE A GKV S PLASTIC HARDWARE CLOTH • TYPE B %j' X 4" STUD SHEAR CONNECTOR WELDED �������������� WI GALVANIZED STEEL WIRE MNIMN WIRE VANIZE 0.03". NUMBER 4 MESH GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 05•30' TO ABLE RB AT Z'C-C. HARDWARE CLOTH ANCHORED FIRMLY CONNECTORS AND IS TO BE ANCHORED WITH %" % 4" STUD SHEAR NOSE DETAILS 1 TO THE OUTSIDE OF THE STRUCTURE. WELDED TO BENT PLATE AT 2'L-C. z• A 9. CAST IN (30 CONCRETE IS TO BE AV NT CLAIM AS E M TO PSU. FIECASi 01-3p u d-38 L d-3C V1q;PED PAVEMENT �.�L.��.��1�� 11 CONCRETE 5 TO BE 4000 PS. SECTION A -A Y DTI` + &j D. ANY ALTERNATE METHODS OF ANCHORME ONCRETE QUANTITIES FOR MIN.DEPTHSEE DETAL B MEETING THE APUTED F of THE ENGAST IR RYAY BE SUBSTITUTED FOR 11E CAST IRON WEI LUB AS SHOWN HEREON. ♦2" CONCRETE PIPE - 1.4,10 CU. YD. CBCRETE APP�CAST � R IN 11. DUP NO WASTE DRAINS TO WATERWAY ELM 15" CONCRETE PIPE - 1,528 CU, YD, CONCRETE T/�' i�'i' GRATE 363 4 IB LBS LETTERING b REQUIRED ON ALL d-1/\18" CONCRETE PIPE - 1.820 W. Y0. CI� 'll^ BATES. LOCATION OF LETTERING IIAYDETAIL WHEN USED 24" CONCRETE PIPE - LB1] CU. 10. CONCRETE - - VARY BY MANUFACTURER. SECTION C C SECTION D D FB usE B GBAAE$ ADJACENT TO CURB MINI FOOT OFFDDEPTH. GRATE DETAIL FOR USE IN SAS WITHOUT GUTTER BOTH SIDES TO BE SYLLMETRIM `VDOT SPECIFICATION `VDOT SPECIFICATION RDAD AND BRIDGE sTANOMOs STANDARD DROP INLET REFDEHCE ROAD ND RIDGE srrrDARos STANDARD CURB DROP INLET REFERENCE sNEET 1 DF 1 RFVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10, z33 SHEET I of 2 REVISION DATE 12" - 30" PIPER MAXIMUM DEPTH (H) - 8' 233 Dy,01 VIRGWA DEPARTMENT OF TRANSPORTATION 302 104.09 CRAIO VRGNA DEPARTMENT OF TRANSPORTATION 302 cG-n PB-I NO PROJECTION OF PIPE ABOVE GROUND LINE NOTE; WHEN A PEDESTRIAN ACCESS ROBE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHALL BE 2X FOR TOP OF FILL TOP OF RL TB OF FILL A WIDTH OF 5 FEET. w A ':STREET APPROACH SANE SURFACING GENERAL NOTES RAILS i0 BE AS S) o C AS MAINLINE ROADWAY (SEE NOTE 3) GROUND LINE x � BOUND LINE x BOUND LEE x SHOWN ON PLAINS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 (RADIUS TO BE AS OR LG-], THE CURB FACE ON THIS STANDARD IS TOWX SHOWN ON PLANS) BE MJVSTED TO MATCH THE MOUNTABLE CURBCG-2 CR W-8 ---CONFIGURATION.T1)/J /l EARTHROCK OR (EMTH LNYELDINC2. SEE STANDARD CC-12 FB CURB RAMP DESIGN i0 BE SOIL REDOING $ICEWALK USED WITH THIS STADARD. �'SIDEWALKW----O_MATERIAL SEENOTE 5l rc OPTIONAL 1MPAVED SPAREa3. R W LIN PAVEMENT SNARL BE CONSTRUCTED TO THE ROW LINER/W LINE (EXCEPT ANT SUBGRINT STAHLICATION MIN. 1/10 O LWL 1/10 D E%PMISION ONIOTTIEODIN�HE EN RMICE jENENi WHICH CIN BE % D X READEIRNGAATERINAGL X 0 % JOINT EXPANSIONIJOINT 4. RMIA CURB OR COMBINATION CURB MD GUTTER t,YIELDING, OR LIN 8".MA%. NOTE`WIDTH •'B" T-0^ OR AS lu MARINE ROADWAY SHALL FOROT REPLACEMENT THE R/W LINE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL SHOWN ON TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE MN. 1.5 x D MIN. 1.5 x 0 MN. 1.5 . D NN. 1.5 x D MN. L5 x D MIN. L5 x D TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFIO, THE DEPTH FOR SIDEWALK L CURB RAPS TOP OF FILL TW Di FILL TOP OF FILL 10'PARIBOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO )".(SEE CG-13D EDGE OF PAVEM:Ni OR GRACE MAX. 0 _ GRADE LXINCE - 8. PLANS ARE TO INDICATE WHEN CONSTRUCTION GE A FLOW OPTIONAL FLOW LINE ® - - � � D LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS (SEE THE ENTRANCE. - •i /rr///ro /iiii/i - /iiiii ////// .:::: ••• - /ii//ii/ii/// ///uN/////// MAINLINE ROADWAY - - - ---------NOTED - /i- /////!"•:i4-=,,.•A•. B% NIX. D ). THE DESIRABLE AND MAXIMUM ENTRANCE BADE CHMIGE$ - %% •-}- : //// U/ ::•::•::•::• _ /////////// //%/////// WADE CNMIGE ® - _ // :�}.:::: y = }:::::;i:•: D' PRE HESED IN THE ALLOWABLE ENTRANCE GRADE // CL 0 TABLE. THESE VALUES IRE NOT APPLICABLE TO STREET / L :tik\,�?3 CFOUND . d GROUND _ GROUNI CONNECTIONS, - LINE p = : LACE _ _LINE 5'MI 20'MINIMUM FOR o ri�••::i - _ - coMMERCIAL ENTRANCE INTERSECTION NOTES - - - - - 8. WHEN CC-U IS USED FOR STREET CONNECTIONS. THE 2 EARTH I I _- ROCK OR III MIN. V IO p / / CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH MIN. 1/IO D UNTIFLOING ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CLINE. Ag5HT0 POLICY AND THE APPLICABLE REQUIREMENTS MN. 1/10 D X D X BEDDING IN. PER SOIL - - �m-n r�ir�� SECTION A - A GHT dSTO0T ROM ANCE AND DESIGN VALUE REQUIREMENTS. STLPPING MATERIAL MIN II H % D X BEDDING MATERIAL EARTH MAX.24" MATERIAL 9. OPTIONAL FGUTTE MAY REQUIRE WARPING of A FOUNDATION SOFT, YIELDING, RI y.••I� PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL llll'_Ilp ACROSS THE INTERSECTION. B BEDDING MATERIAL H ACCORDANCE WITH ® EMBANKMENT NOTES: ALLOWABLE ENTRANCE GRADE CHANGES ® SECTION TIO OF THE ROAD AND BRIDGE SPECIFICATIONS. R GE ERANOTES ON PIPE REDOING 1 CLASS 77 A (H,E.S.) 2 - - CONCRETE SECTION C-C ENTRANCE VOLLME GRADE CHANCE 'D" DESIRABLE MAXIMUM HIGH MORE THIN 1500 VPO 0 X 1 3 % MEOILM 500-150D VPO 53X 8X LOW I LESS THAN 500 VP0 56$ B% WATER IN SSSECTBIONK302 RBFIOGE I REGDANCEULAR BMKFLL MATERIAL IN ACCORDANCE FO N L CULVERTS NNo SSONMLATION go WITH OFTHEAROAO ANO WITH SECTION 302 OF THE RAID AID BRIDGE SPECIFICATIONS. SEWERSFGENNERAL NOTES ICATONS. ON SHEET 107,00. FOR PLASTIC PIPE FOR ALL OTHER PIPE REGULAR BACI(FLL MATERIAL IN ACCBDAICE WITH YCTIB 302 OP THE RAID CRUSHED GLASS CONFORM TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, pND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR Cl AGGREGATE RUN AGGREGATE SIZE 25 AND 26 MAY BE OR 12' OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE NOTE' ALLOWABLE ENTRANCE GRADE TABLE IS NOT SPECIFICATIONS. APPLICABLE TO STREET CONNECTIONS •ECIFICATgN VDOT �VDOT A T H L BREFERENCEN REFERENCE METHOD OF TREATMENT ` RAID AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS RDPD MD BRIDGE SHEET 1 Ds CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" m2 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 BHEET 1 OF 4 REVISION DATE 303 VRGINIA DEPARTMENT CIF TRANSPORTATION 07/15 10).01 O]/19 VIRGNIA DEPARTMENT OF TRANSPORTATION 303 203.04 PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT I TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - G 4 11 d ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID 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 1" COMPRESSION X 3/4" MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER I"A' NOTE: NO SWEATED FITTINGS DUAL SERVICE 1" TYPE "K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE 36" MIN. 1/8 BEND COUPLING �s- 0 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. TEE o K 2' I` R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON UD GRADE BOX CORPORATION STOP 'Y^%.'':�' e;;"-'"r;:��a'• BRICK AS *rl.i "' R%".` _.. :.,''".:.,` NECESSARY SAND OR DUST UNDER s'rr-A'"'�"`�'=;;,: �;' ." VOOT SPEC. 203, NO. 57 'a^-+: .i:,: ."':.� ..�^L ��; BOX AND SETTER (2-INCH ....;. ;:',S,x. A:AFr.'; "�..�„,u:�`':`:^:T: AGGREGATE `T•`: MINIMUM THICKNESS) >`a:h� 4'>:," *•u,`T;: `' TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1" METERS) NTS FIG. W-6A pLTH O4P 0 CLINTON W.'� IF S FFLET >� Lie. IV , SIJS6 4 4 IS 2022 ��v;� ON r-0!1AL M E 0 U N Vi N CZ > E u2 v E Lu U N �i Q UM 3 p LL TEE W 0 Go ^H EL W L M Q J V DO EL J - Ln MIn CJ LD Iu rvv W 0 x � 9LL oQ =v = N N =v>CE) ~ c M i rn N L. MMIT CL � UJ w [2' 0 ED CJ! F 0 > W_ Q z 0 () TY 0 F"T i () LU LU 0^ W ( ,-1 W u � U 2 O W OL Q ti Lu LLI LU DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W `i < a J 0 (D Q > 1..� *W I0 J o 0 �w/�uz V / Lu Q Crf z U) N Q 0 z U L JOB NO. 48757 S H EE/T NO. C1.L LT CLINT W. TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: Rl RESIDENTIAL BROWNSVILLE RD 30'PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE R/W 6" W NAIL SET 140.57' L N 85'00' 00"E \ _ _ -680- \ UFO OH STREET NAME SIGN / r1d OH 240 ROUTE MARKER SIGN I 11 1 1 I I\I1111\III t111111 IIII I I\ 11II \I 1 1 1 1 EMOV APPROX. LOCATION OF 111I III 1 \ SHOEOD EX WATERLINE I I 1 I I I 1 111\ II I 11 1 m 1 \ I �, ROD REMOVE / I �I 1 \ 1 \ I�q SET WOOD PORCH S E A — O --1 n \ \ \ \&\ \ \\\ REMOVE 0* i \\\\ \ \ \\ MANAGED SLOPES (TYP.) # 5717 2STORY C Ill N _ _ FRAME _ 'IS, CELESTE. W III 1 \\\� \\\\\\ \\\\ - - - - - - - - F.F.=682.2 - - - 1282-134 n Il RESIDENTIAL I \\ DECK REMOV EC ADOPT A HIGHWAY SIGN I \ \ \ \ \ _ RELOCATE I \ \ \ o LIFT STATION CONTROL REMOVE 1 I \ \ \ \ \ PANEL AND ALARM _ GREASE / \ \ I \ \ \SET 3 - -- - - - - PRIVATE LIFT \ \\ \Op,,/ TVB. STAID RE TION \ \ v ` ROD _ \ ` \ UG7- 12" W SET— G BM `{ji \ PAINTED BOLT GRATE IN - AELEV=SIGNAL POL \ TOP=667.17 II C68-- FL=663.80- -I \ II II I I I 11 II I I II III �I rol fll I II II II I I STORM CULVERT II II II II II INV=651.63 U WALL RETAINING / WALL J 6" W PI N89°59'30"E TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: RI RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE 6„W— — — 200.80' EOP EXISTING BOUNDARY LINE 6"W—— N6"W� AIL _ SET TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: RI RESIDENTIAL APPROX. LOCATION OF --UFO--J --- ---- nll ry \ EX. WATERLINE —0 OHP / / OH — — — — — — — — — v 11 — \ YINe _-678_----� ���,� I \ RO 680 f j/ AI IN - - - _ _ _ - , _ - FND / U� ��,', Y 0 _ / , _ INV=6�6..84 �` \ REMOVE UTILITIES SERVING EXISTING BUILDINGS (TYP.) / �' // _ - - 61� - - ` �'_ / \ \ \ —\�� \ \\�� NAIL �h \ SET TMP5632NAIL YOSE1�F LCDB 7 SET 45-14 2.1/1ACRES �'�_-- ED: HiOHWAYCOMMERCIA4 INV=677.41 N \ II II REMOVE #5713- 1 STORY / REMOVE \ \ s1 \ FRAME F.F.=679.5 #5688 TMP STORY FRAME 0.45 F.F.=669.2 ZONED. H/C —12"W-- UGT— IVE CURB (TYP.) D / / • // ' REMAINS OF ` - \ � rn BUILDING PARCEL 2 1.690 ACRES EXISTING BOUNDARY LINE TO BE VACATED — — —670— - _ J I — — — — — REMOVE ILF. 8 RY E 9.4o LANAD SLOPES (TYP.) / NAIL /// SET INV=65,6.19p / / REMOVE HEADWXLL &/ / I I \ ` - ( _ / / STOP SIGN W/HEAP�W// // _ - - _ _ _ / / \ /</ _ PO_RT_ION-OF PIKE TV _---- --- - ,ZW —1na �-_ �/ \-12"W-- _ - - - - - - - - / / REMOV EXISTING SIGNS ( -I I- - - - - - - EOP - -- --670— — — — Fv _ _ -671- ROCKFISH GAP TPKE CDR ESPONDING UTILITIES). I - - RETURN TO OWNER. / WAYFINDING SIGN '� \ U.S. ROUTE 250 II � \ VARIABLE WIDTH R `W 1II III III II I II II II II I I STORM CULVERT II II II II II II INV=654.14 U NAIL APPROX. LO SET (2) EX MAILE PROTECTIN TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLA it ZONED: RI RESIDENTIAL CLEAR AND GRUB ® REMOVE ASPHALT REMOVE CONCRETE S FFLET >� Lie. NarS4380 �4 4-15-2022 �<v� ^� E 0 0 rn U N � N Q O > E w a E w w 3 Q LL 3 p LL O— w O `m < W L M � j i52 W J —N M O C7W NV w zF =x oa =LL U-)= N Fv> EO10 N 00 W M F DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' Q 1� 0 Lu Q CJ Q G 0 (D LV > C6 LL J o Ln Lu u 7 w O Q F� Iw L NLu I� J Q 0 0C 0 U ,U V z 1, ^ V / H� X W JOB NO. 48757 SHEET NO. E. 0 L SCALE 1"=20' 0 20' 40' AM STREkT NAME SIGN I I O OHP 240 ROU E��ARKER SIGN � I I i tI � APPROX. LO AT� ON OF i EX. T RLINE \ I 1 \ it m I o��11 c m � I 1 56-16 I W -m I 1 CELESTE. C] m D !II2-134 RESIDENTIAL I IVm 011 TMP 56 FRETWELL, JAM ES G & MEGAN DB 5235-26 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL 30' PRESCRIPTIVE EASEMENT (TYP.) _ _ 6" W — BROWNSVILLE RD STATE RTE. 751 30' PRESCRIPTAV€ •RAM 6" W — 6.. 1" CORP j /� STOP � I UFO— I - � , UFO= OHP OH� OH — OHP _ _UF 1 1 CONIC. PAD FOR HVAC EQUIPMENT 1 1 C 1 II 10 n 1� 1 1 RELOCATED LIFT I I STATION CONTROL A O T A HIGHWAY SIGN \ 1 PANEL & ALARM — / \ LANDSEAT WALL, SEE I SCAPE PLANS I � 1 / I RAILING & RETAINING WALL, I 6.5' MAX. HEIGHT m PROPOSED �— / RIGHT-OF-WAY DEDICATION TV I \ 1,199 SIF e 1" WATER METER TMP 56-32A HAYDEN,KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST 6" WATERLINE 6„ W 6" TS&V 6" TS&V 0 FHA TEMPORARY CONSTRUCTION EASEMENT DOUBLE CHECK VALVE VAULT 1" DOMESTIC WATER SERVICE 6" FIRELINE- 135.5' OHP OHP 10' BUILDING SETBACK llllllgllllll — -MAINTAIN CONNECTION FROM HYDRANT TO FDC FREE OF OBSTRUCTIONS, INCLUDING FENCING AND VEGETATION \ — 6" W — — — 6'\W — — — — — UFO— - PROPOSED 15' PUBLIC / RIGHT-OF-WAY DEDICATION INV=677.41 N \ / II I I II -� CONC. PAD FOR HVAC EQUIPMENT \ _ INV=676.87 R -FDC \ \ _ LOADING BAY, APPROX. 40'x4O' TYR R1 LEGEND 4 t A CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT ElHEAVY DUTY ASPHALT TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EX WATERLINE / / r \ LR25 TIE TO EXIST. LIFT STATION (TY P) VDOT STD. CG-12 I \ I AT EXISTING INVERT �' CURB RAMP I I (2) BUILDING -MOUNTED R215' SAN. SEWER ADA SIGNS ( S \ \ I MOVEABLE DUMPSTER CONCRETE TO BE LOCATED INSIDE WHEEL STOP LOADING BAY ,2 \`\ 185 `\ a TLL 66Z1Z .I1_ X-4B0 I /A0rnsALI y71 / I FL=663.60 i� --- DRAINAGE ROCKFISH GAP TPKE SHARED USE PATH I \ DITCH (TYP.) U.S. ROUTE 250 11 _ , _ . _ . _ . _ • — • �NAYEWDING-&GN— — TEMPORARY VARIABLE WIDTH RM/ CONSTRUCTION ---------� II EASEMENT II III �I rol III 11 - - - F1 — - - - - - - - - - - - - - - \ / STORM CULVERT \ - - - - INV=651.63 U / 1 1 � I 1 / I I I 1 II I I 1 1 � I 1 I I APPROX. LOCATIO (2) EX MAILBOXES I VDOT CG-11 1 1 TMP 56-34 DAVID JAMES HARR JR. I DB 4802-81; DB 2962-712 (PLAT) IIZONED: R1 RESIDENTIAL ST(bP SIGN \ -.12" W — — -PROPOSED 15' PUBLIC RIGHT-OF-WAY DEDICATION 0 a II o II III roll II I II - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - - - - - - - - II II II STORM CULVERT II II _ -71 II IINV=654.14 D NOTE: KNOX BOX REQUIRED, COORDINATE WITH I FIRE MARSHAL'S OFFICE FOR LOCATION. 00 00 zz SCALE 1 "=20' 0 20' 40' pLTH OF00., CLINT W. S FFLET >� • Lie. N 54380 �4 4-15-2022 �<v� M E 0 o N � N C > E w v E w w 3 Q LL 3 p LL o w0 0 W L M QLL_j Voo W J —N C7W NV v� 30'x oa =LL ur) _ N F a Y 00 W M Am LuU) o z o w U w � U 2 O W a O U W F a DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE i" = 20' W CL Q O z (n > J LL I --I J o U w Q ,w^ V/ �2: _jz Lu W w co O Q D LL O U Q J JOB NO. 48757 SHEET NO. C4.0 L TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLA7) ZONED: RI RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE .PdW ----611W 16" I�IT 6" W — UFO— I CHP UFO OHP OHP--- GRASS:L�If ED_DITGH; TYP- 680 STREkT NAME SIGN // i i UFO HP-- — �V TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLATI ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE 6" W _611w / EOP — J+21' EXISTING / BOUNDARYLINE _ 6„ w — — s, _ _ TMP — 6'W � � � MORBECK TRUST DB 5117-193; DB 3524-59 (PLA7) 677.32' ZONED: RI RESIDENTIAL 109 208 INV=677.41 i \ / y� APPROX. LOCATION OF -- -----__ ;ll \ EX WATERLINE / - _- ---- - _ _c11 A / 7 - - - -- TC 20 69. 0 'V�O- - -� � �� INV=6'16.81/677.18' i -20 \� I OHP / (11 I I / l 6" HDPE ROOF -LEADER, II11 �1// I 68. 2'MIN. COVE'R 1%MIN. 206 \ \ �\� t� \_ \\\\ •\ \\\`\\` \ 240 ROU E MARKER SIGN I I 1 1 1 SLOPE, TYP. / TO III III1111111I I '4a 673.74'- �: u 7 I V�11 1 IIIII I i / �' /� i'� ���-6 - - - TC' 1 / i / - - - - 674.96' ` - 204 \ LP� \ \ \ \ \ APPROX.LO A ON OF 1 7 \ \ �II1111 I IIII I cp^ / // /� �'�' / ,�' TC <. '�/ �6 � 6739T\ EX T RLINE I 1 1 / ' ' / i 674.29' I IIII11 I III I^� / 3-STORY BUILDING \^4 ` \\TCW/ PARTIAL BASEMENT ffC TIC / APPROX LOCA FFE = 674.50 674.50' 673.31' 674.43' 1 1 i (2) EX. MAILBOX \\\ 1 O FFE=674.50' - - - - - i M -4 �� v \\ \� \ M14NAGED SLOPES ( P) 1P 56-16 W m I 1\ \ \\ \I \ \ - - 1D' 2RIVATE IS, CELESTE. I �— I II \I \ \ \ \ I DRAINAGE' - 'I 1282-134 fll D \ 1 \ 1 \ \ EASEMENT '1 RESIDENTIAL TQ mI I \ \\ 1 \ \ \ \ I O' A O T A HIGHWAY SIGN401 4.63' \ �' 671 PO' PRIVA F1 DRAINAG� EASEMEN' ----- -- - --�_ / 1 674 I I \ II,1\\\ I\ \6>� / 203 IIC tP / 6' I - - - - �// I II ! 1 1 1 1673.911 J �I i ./ �/ / 64.50' ' I 1 1202 �'----- TT TC. 301 I 1 I ��� 1 I675.28' s7a .ao' 302 I I I FFE=674.50' , / /' / ITc_ TIC I 673.11Y 1 674.32' 201 z 673.55; _ 69' 3 TMP 56-34 85 / I .66 / / /\ I / / �/1 DAVID JAMES HARR JR. 6" HDPE ROOF LEADER, 673. 673.72' 6� - - / /i _ _ l DB 4802-81; DB 2962-712 (PLA 2' MIN. COVER, 1% MIN. - - - \ i' TC-BC - i , 1 665 I \ 674.14' // II II ZONED: RI RESIDENTIAL - SLOPE, TYP. \\ 673.64' 3.33' 666 - MANAGED SLOPES (TYP.) � 667 FFE=674.50' I ���•' � �S — 672--- _ — - — — — _671_ I \ I 67v.2V - - E—Tw@74.z 670 ' BW 668.22' - BW . 2' BW 6¢6.31' — / \ Tv rn I—---------------- / / i _k 6— — 68 \ / / I STORMWATER j / ' / 101 II 669 I \ / MAINTENANCE 670 61\^� 6j / / EASEMENT 1 I I DRAINAGE S EN1\ \ 10' V\DE EMERGENC SPILLWAY, ELEV- _6_7Y0.5`0 STP SIGN 12rw— Vu )EWDIN4;-SIGN— ' — ' — - \ / / GRASS -LINED DITCH, TYP. \ / I I I VARIABLE WIDTH R/W 11 100 i I II II ccS �I 00I II II / If STORM CULVERT / II - -\ / INV=651.63 U / 1 1 I I 1 / I I II 1 I 1 I I 1 1 I I 1 1 I I I I 1 1 1 I I 1 1 I I 1 I 1 1 I II 1 I \ 667 — UGT— — _ — ry — — UGT— — � UGT— — vV GRATE INL / I \ TLUR=66uz .I1 X seq — — ' — ' — • — ' — ' ROCKFISH GAP TPKE FL =663.E0- /I I / \ U.S. ROUTE 250 I o ll XII roll II I II III — — — — — — — — — — — — — — — — — — — — — — — — — - I II 11 STORM CULVERT II II II - -- -- -- -71 INV=654.14 U SCALE 1"=20' 0 20' 40' pLTH OFpo., CLINT W. S FFLET >� Lie. NarS,11380 �4 4-15-2022 �<v� am O ce t9 AM 1.1 U1 o U Z O W U w � U O W d O ti W F DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' Q W d W � a � OZQ > } I —I LL z O 0 (w v , Lu J <z w m N J U Oa U C) /LL V JOB NO. 48757 SHEET NO. C5.0 L ,�pLTH of Z CLINT W. S FFLET >: 6 Lic.IV 54380 �4 4-15-2022 �<v� ♦� ,,I ���0 4N♦1�i G ,, M E 0 0 u N � N 0 > E w a E w w 3 Q u- o 3 p U. — wO `mom j V 2 Z w a —ui O rn (L w 30'x U) w Lni vry Z Z =�a' O )u ~ 0 ry > p wM L U o00 w 2 O uj � a M O W x ti C7 W 0 2 F p ry STA 10+29.35 w ^) TOP 66641 2 = a INV IN 667.21 (3-2) u p d INV OUT 667.21 (2-1) 3 STA 10+39.35 Z o STA 10+19.3T TOP 670.57 TOP 668.0INV IN 668.44 (BLDG-3) INV OUT 668.44 (3-2) >DA7E INV IN 665.71 (2-1INV OUT 665.71 (1-EX.10 21212022 680 680 } DRAWN BY BACKFLOW 90' HORIZ. BEND PREVENTER K. FLYNN STA 10+28.98 STA 10+35.48 1" CORP STOP 1" WATER METER 6" TS&V 900 HORIZ. BEND • DESIGNED BY STA 10+00.00 STA 10+20.93 STA 10+00.00 STA 10+41.98 • C. SHIFFLETT 685 685 685 685 • CHECKED BY PROPOSED • C. SHIFFLETT BUILDING TIE TO EXIST. SANITARY SCALE 1 "=50' SEWER LIFT STATION AT • EXISTING INVERT. LOCATE AND CONTRACTOR TO CONNECT TO VERIFY EXIST. INVERT WATERXILINE ELEVATION. •Ile LOCATE AND 31l M, CONNECTTO EXIST. 6" WATERLINE 0 �.0 r V Q 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 '-' 1" DOMESTIC WATERLINE 6" FIRE LINE SANITARY STR EX.1 - BLDG O HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' � VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 O U } z Z w O Q f"I w N Q 0 z 0� 5 JOB NO. 0 48757 0 50 PROFILE SCALE SHEET NO. C7.1 680 680 PROPOSE 1" TYPE K OPPER WATERLI E 670 675 BUILDING 675 670 665 665 co L 680 680 675 675 6" CLASS 52 DI FIRELIN 670 670 665 665 675 co L 680 680 675 675 6" CLASS 52 DI FIRELIN 670 670 665 665 675 675 675 TIE TO EXIST. STA 10+07.37 RRn LOW POINT STA 10+68.72 FACE OF BUILDING STA 11-99.85 RRn RRS I\ � \ 675 675 1.06°/u 670 — — — — 670 PR POSED GRADE EXISTING GRADE 665 665 660 660 9+50 10+00 11+00 12+00 12+50 DRIVEWAY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 I I I I I I I — — —co — — — — — — I I I i C I I I I i I I II i I I I _ � I II II I I I I I I I I I I I I I I EIGHT OF OBJECT = 3.5' RRR EIGHT OF SDL - 155' EYE = 3.5' / 680 680 i i V 675 675 i EXISTING GRADE PROPOSED 670 GRADE 670 665 665 9+50 10+00 11+00 12+00 SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+50 rrl 6, rn I I I I f;l:•:I; \ \ I owl F Lo . I SIGHT DISTANCE EASEMENT I rZ rnn 674 91 _ 1 o = / <I I II II / NOTE; BROWNSVILLE RD DESIGN SPEED = 25 MPH 0 50 PROFILE SCALE ►Go SCALE 1 "=20' 0 20' 40' % j hLT If OF po., CLINT W. S FFLET >� Lie. NarS4380 �4 4-15-2022 �<v� M E 0 0 u N � N C > E w v E w w 3 Q LL o 3 p LL — w O `m O W M Q� j i52 J — ui ce rn C7W NV w � zF =x oa =LL U-) _ N Fv> o� EO1 N W M 00 J O W � H- AM u In o U Z O W U w � U 2 O a O W j W LU DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT rc. CHECKED BY SHIFFLETT SCALE 1 "=50' LU O W I../'� L Q U pzz z ue) LL I z H1 J o 0 w U z V LU m I --I O Q 66 L� 0 U Q \W Lf 0 JOB NO. 48757 SHEET NO. C7.2 0 c s a i c L PLANT KEY TREES BOTANICAL NAME �ALTH Op Lj ACE BUE ACER BUERGERIANUM NYS SYL NYSSA SYLVATICA OCR PLA OCC PLATANUS OCCIDENTALIS U I" W, j lu QUE PHE QUERCUS PHELLOS Wo. 1 QUE RUB QUERCUS RUBRA 04/15/2022 U EVERGREEN TREE BOTANICAL NAME scAPE AR��� ILE SAT ILEX OPACA'SATYR HILL' FLOWERING TREES BOTANICAL NAME o E u AME BBB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' nN c ❑ CAR CAR CARPINUS CAROLINIANA > E v E - - - - - CER FOR CERCIS CANADENSIS FOREST PANSY' TM- H_ W N 3 COR FLO CORNUS FLORIDA H_ U 3 LL MAG SWE MAGNOLIA VIRGINIANA G s M ¢� j Voo z w —ui O - - SHRUBS BOTANICAL NAME a 5: N N a I CAL KAR CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' Z COP OCC CEPHALANTHUS OCCIDENTALIS 30wx U) � N LL W ILE BUR ILEX CORNUTA'BURFORDII NANA' o = N Z Z I ILE HOO ILEX CRENATA'HOOGENDORN' ¢' I ILE GLA ILEX GLABRA E ry j Lu I ILE WIN ILEX VERTICILLATA U ITE NLA ITEA VIRGINICA'LITTLE HENRY' j NOTE: MAH BEA MAHONIA BEALEI O I -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM U BROWNSVILLE RD I THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MIS MOR MISCANTHUS SINENSIS'MORNING LIGHT' u STATE RTE. 751 / LQU 0 0 30' PRESCRIPTIVE RM/ _ EXISTING / VINE BOTANICAL NAME - F_ BOUNDARY LINE I _ — — 6" w -- (4) ACE BUE s 61, w 6" w 6" w 61 w _ _ rn GEL CAR GELSEMIUM SEMPERVIRENS 0 � _ �6"w— NAIL PIr NAIL 6 w— W I_ (13) ILE SAT SET (15) MAH B I TND.SET (1) QUE PHE GROUND COVERS BOTANICAL NAME(10)ILEBURS ) _ � S'50 50"F _ _ 2 0.80_ _ _ _ _ (11) ILE WIN CAR PYL CARER PENSYLVANICA w w rN L N85'00 0CIE (5) CER FOR Epp (1) MAG SINE� (14) ILE GLAIF] / _ _ \1A,/ CAR STR CARER STRICTA Q p o (8) ILE SAT _ _ — (28) ILE BUR ECH FUR ECHINACEA PURPUREA z L HYP 0-- CA HYPERICUM CALYCINUM DATE -68 BIG LIRIOPE MUSCARI'BIG BLUE' _ � _ - _� - - 0 • - J. - - _ __ III - LIR � 2/2/2022 . Oh t• RUDBECKIA EXISTING ' VEGETATION / i % P • = G++ • - j• - SED T S X'AUTUMN SEDUM XUMN JOY' L Y DRAWN BY � � AU' • --- \\. • _ ITO REMAIN / H • - - — - - - - ' "_ M. RACHNER H _ I l l �l l I � i• � i � ' 61d � • �•,�V � � _ � ��' DESIGNED BY OHP / / / / I 1 (15) ILE BUR \ 6" HDPE ROOF -LEADER, _ J 680 2' MIN. COVER, 1% MIN. - - - - - SET 6 (6) ITE NLA F. HANCOCK SLOPE, TYP. A <7 �I�I II III 1 I II ' • / ' t`i i _ - _ A _ �(6) MAG SWE NAIL CHECKED BY • _ , ' 7Q _ A V ` (5) NYS SYL,, SET F. HANCOCK •� SCALE -�IIIIIIIIIII III I �� � / �� i� /�/ / �� i�" � �-672�-- - � � � � \�� \; \ • 1"=20' I I I I I I • ro� m ROD co�' �' F _' (57) HYP CAL I SETT SET ' (28)ILE WIN[ — — rO I — / _ / , — PR4V DRHmt,tvH — _ v / / (41) HYP CAL / i EN 9 (2)NYSSYL v I v v v v v �� - ' / 41 HYP CAL (105) RUD AMP V A � NA ES �co ( / / / I I � / � ( ) _ C m N I I .1 i (4) QUE PHE m I -10'2RIVATE DRAINAGE - - • 1 _ _ - _ — - — _ — J 0 mEASEMENT I - - - - - 69- O w We h G • 4' � � \I / N6 I I / / \ // ///1 N I (6) AME BBB r I I I . _ _ / fb' 6" HDPE ROOF LEADER, (44) ECH PUR • I / 1 Q 7 °� ' 2' MIN. COVER, 1% MIN. ' < Z 3 CAR CAB ' (84) CAR STR- 66 ' / 52 RUD AMR C ' ' - - - - SLOPE, TYP. )4 / Z ( )QUE RU ( 2) P \ _ ' ' - e < •a �i j MANAGED SLOPES (TYP.) 667 \ I O (30) ITE NLA ;r i; �.< - // ®� ���i ���/ - l68 ST RMWA > >- W Lu I - rS - � - - - —_i //• +� .++ .++ -. ----- - _ � 'r /// I NAIL \\ �� � � � �/� w U I 2_ • - _ _ � SET \_ — __- � - /ACC •C.I � / / / / / ,(28) ILE GLA � SPILLWAY, ELE�` 670. � i / y' - � - -- - � v, \ ❑ �(10) ILE BUR \ _ - v _ _ a I ` 7 I LL RODS —665— (22) ECH PUR \ \ - - - _ - - ' Iw m Z � SEA- � yy. UGT - - � � _ I _ 1ZrW— ` ----'----_12"w---- -- __ � i \ — 1� ^ I J l \ 6�7- ---- uGT-- Tv u — (57)LIRBIG - ---- -- - _ 1z�w- — ---- N Q Q ---- _ _(29) ECH ROCKFISH GAP TPKE PUR(22) ECH FUR (23) SED (60) CAR Epp PYL �_— _ _ _ (63) LIR BIG - - - - — (39) CAR STIR ALIT / / (13) PLA OCC I - ' U.S. ROUTE 250 (52) CAR PYL (52) SED AUT_ — GRASS -LINED DITCH, TYP. (15) COR FLO I \ (73) CAR PYL VARIABLE WIDTH R/W / (35) MIS MOR (19) GEL CAR (79) ILE HOO (13) COP OCC (21) SED AUT (36) CAL KAR 0 (71) CAR PYL II — — — — — — — STORM CULVERT STORM CULVERT _ o z SCALE I'I JOB NO. I \ I o zo' ao' 48757 I \ SHEET NO. I L1.0 L 3- 2" x 2" HARDWOOD STAKES County of Albemarle ROOT BALL Conservation Plan Checklist —To be placed on Landscape Plans (Handbook, pp 111-254-111-297 for complete specifications) 12 GAUGE GALVANIZED WIRE I. The following items shall he shown on the Plan: ® 1 mes to he saved: ® Limits of cleuring (outside dripline of trees to he saved): ® t.ocation and type of pmtedivc Icncing: 0 Grade changes requiring Ina wells or wolfs; ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved shell be marked with print or ribbon at a height dearly visible to equipment operator.. NEW 1/2" RUB ® No grayling shall begin until the tree marking has been inspected and approved by a ( Duna} Inspector 3. Pre-Coostruclion Conference: 12 GAUGE GALVAN 0 free preserva(ion and pmtectiun measures shall he reviewed with the contractor on site. ALLOW FOR SLIGHT N 4. Equipment Overstion and Storse ® Heuvy equipment, vehicular trallic and stomge of construction materials including Vol shall not he permitted within the driplines of lmcs 3 2x2 HARDWOO to be saved. 2'-6" MIN BELOW STAKE SHALL BE 5. Sall Erosion and Stormwsler Detention Devices: ® Such devices shall not adve'sels affect teas to he saved MIN. 18" OUT FIR, AND OUTSIDE OF 6 fires ® Fires arc not penmitted within IOU feet of the dripline of trees to he saaed- SET ROOTBALL FLUSH TO 7. Toxic Materials: 1-2" HIGHER IN SLOWLY ® Toxic materials shall not be stored within 100 feet of the dripline of Imes to he sos ed. SOILS. DO NOT COVER TI g. Protective Fencing: THE ROOTBALL' ® Trees to be retained within 40 feet ol'a proposed building or grading activity shall be protected by fencing. RQQTFLARE SHALL ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. ABOVE FINISH 9. Tree Wells: ® When the ground level must be raised w ithin the dripline of a tree to be saved, a tree well shall he provided and a construction detail PRUNE submitted for approval. 10. Tree Waits: ® When the ground level must be lowered within the dripline a tree to be saved, a tee wall shall be provided; and a construction detail submitted for approval. IL Treaehia z and Tuna dine; la When trenching is required within the limits of clearing, it shall be done as far away from the trunks of Vices as possible. Tunneling 1:1 SLOPE Oi' under a large tree shall be considered as, an alternative when it is anticipated that necessary trenching will destroy t'ttder roots. PLAN 12. le nu : SCARIFY SIDES BEFORE ® Protective fencing shall be the last it. Ill rcnnn ed during the final cleanup. rLERSIGITATURE PLACE RO( ged Trees: amaged trees shall be treated immeJiatcly by pruning, fertilization or other methods recommended by a uce specialist. UNEXCAVATED OR TAI IS THE DEVELOPER'S RF: `; 1'ONSIBILITV 'r0 CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. (20�Allk — /— / — Z-0 2 a- IDaI F.) HEIGHT VARIES WITH PLANTS 12" MIN. 1 to L TURE PLAN VIEW: GROUND COVER PLANTINGS 5/1106 Page I of I 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 MULTI -STEM TREE - STAKING SPECIFIED INSTALL SHRUBS SO THAT TF" TOP OF THE ROOTBALL IS F THE SAME GRADE P ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TIC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP% OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI 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 %3 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 -W 1 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 ROOT BALL 12 GAUGE 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 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 7 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8' HT. B&B 791 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.G. COP OCC 13 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 30" HT./SPRD. CONTAINER 72" G.C. ILE BUR 63 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" G.C. ILE HOO 79 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 36" G.C. ILE GLA 42 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" o.G. ILE WIN 39 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 48" G.C. ITE NLA 48 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 18"-24" HT./SPRD. CONTAINER 36" G.C. MAH BEA 15 MAHONIA BEALEI LEATHERLEAF MAHONIA 24" HT./SPRD. CONTAINER 72" G.C. MIS MOR 135 1 MISCANTHUS SINENSIS'MORNING LIGHT' MORNING LIGHT EULALIA GRASS 24" HT./SPRD. 1 148" G.C. VINE I QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT I SPACING GEL CAR 119 1 GELSEMIUM SEMPERVIRENS JESSAMINE ESPALIER 1 1 GAL. I CONTAINER 48" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR PYL 256 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 4" POT CONTAINER 18" O.C. CAR STIR 123 CAREX STRICTA TUSSOCK SEDGE 4" POT CONTAINER 18" O.C. ECH PUR 117 ECHINACEA PURPUREA CONEFLOWER 4" POT CONTAINER 18" O.C. HYP CAL 139 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 4" POT CONTAINER 18" O.C. LIR BIG 120 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 4" POT CONTAINER 18" O.C. RUD AMP 1157 1 RUDBECKIA AMPLEXICAULIS BLACK-EYED SUSAN 4" POT I CONTAINER 118" O.C. SED AUT 196 1 SEDUM X 'AUTUMN JOY AUTUMN JOY SEDUM 4" POT I CONTAINER 18" O.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 470135 = 13.4 13 LARGE TREES 15 FLOWERING TREES FLOWERING TREES 1 LG TREE PER 35 LF 5 LARGE TREES CROZET AVE 167 LF WITH INTERSPERSED 167/35 = 4.7 5 LARGE TREES 6 FLOWERING 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 14 PARKING SPACES 14/10 = 1.4 1 LG. SHADE TREE 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 6,922 SF 6,922 x .05 = 346 SF 346 SF 617 SF TREE COVER CALCULATIONS per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.56 AC (GROSS SITE 10%COVER 2.56 AC x .1 = 0.256 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. IK W. H)TpCiIII 04/15/2022 M E 0 o N � N C > E W ni E H_ LU > w w 3 ¢ U. 3 0 W O wO `m, Y W L M Q�_j U00 W J —N (7W NV w 30'x LL _ N N =v>� F a . c Lrt 0M N at 1- M a� O w yo H INSPECTIONS/GUARANTEE a UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL U) 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 0 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 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. W a DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=50' V 1 J W H1 < QW< 0 Z 0 "z U) U_ z �< V 1 J W 5 U U W U)w0 <z Ui N Q 0 Q oC U U 0 z Q J JOB NO. 48757 SHEET NO. 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EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR z 0 0.0 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. o 0. o 0. o 0. o 0. o 0. o 0. o 0. o 0. o 0. o 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 b.o 0 ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING / \ I RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR SCALE 1"=20' RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 0 20' 40' I I 1 2. MAXIMUM POLE FIXTURE HEIGHT IGHT IS 20' - INCLUDING BASE. I I Luminaire Schedule Symbol Qty Label LLF Luminaire [MANUFACI Description Lumens 1 D4 1.000 8756 U.S. ARCHITECTURAL LIGHTING RZR-PLED-IV-FT-40LED-700mA-30K-HS 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 �Kyy..W�/..HA C�Iu ND. I 04/15/2022 M E 0 0 N � N = > E W v E w w 3 Q LL vO 3 p LL w 0 m 0 W L M Qom_ V00 W J -N C7W NV w � 30Vx oa =LL Ln _ N =v>� F a _ EO1 N 00 W M am O ce c9 V UI o U z O w U w � U 0 W a 0 ti w LU F 0 DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1" = 20' Q U LU I --I Z O � z O J � LU 0 �/� U Q V/ W � Q LU � W N m U DO paz U � LU I, -^I V / JOB NO. 48757 SHEET NO. L3.0 L pPAa, doD Name: LIGHTING Crozet Self -Storage VIRGINIA Architect: TIMMONS NNBi II-M-40LED-700MA-WW- I D4 9-T-HS-PLED BAZARSERIES -LED PROJECT TYPE: S P E C I F I C A T 1 0 N S �{ OPTICAL HOUSING Heavy cast low copper aluminum A356 alloy: <0.2% copper) assembly with integral cooling Foi a Optical Panel mounting - - - surface is milled flat surface variance <4:.002' to facilitate (( ) }hermal transfer of hea} to housingand cooling fins. Solid barrier 9 wall separates optical and electrical compated to create optical and electrical compartments are integrated To create one assembly. Minimum wall thickness Is .188'. ELECTRICAL HOUSING w/ INTEGRATED ARM Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on the fop of the arm To accommodate a photocell receptacle. Solid barrier wall -- separates optical and electrical compartments. The optical compartment and electrical compartment with the integrated support arm combine to create one assembly. Minimum Wall thickness is .188'. Cast and hinged driver assembly cover is Integrated with wiring compartment cover. PLED PTI O CS Emitters are arrayed on a metal core PCB anal with each (LED's)P cafe emitter located on a copper thermal transfer atl and enclosed PP P BAZAR b an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a (MODELS: RZRM, RZR, RZR-G&RZR-MAP') PATENTPENDING micro-refiector inside the refractor re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylic. Each LED refractor is sealed to the PCB over an emitter and all T refractors are retained by an aluminum frame.Any one Panel, or group of Panels In a Iuminaire, have the same optical pattern. LED refractors produce standard site/area distributions. Panels are A field replaceable and field rotatable in 90° increments. LED DRIVERS) Constant current electronic with a power factor of >.90 and a RZR-G ° minimum operating temperature of 40°F/40•C. Drivers) is/are UL and cUL recognized and mounted directly against the Electrical IT u Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate i wiring between the driver and optical arrays. Drivers accept an input of 120-277V 50/60Hz or 347V-480V 50.6OHz. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV Internal surge protection. Luminaire supplied with 20KV surge protector for RZR. RZRM a RZR-MAP' A field accessible Installation.) (rq, TIER LED EM 5 I High output LED's are utilized with drive currents ranging from are available In 350mA to 1O50mA. 7(400 Minimum. LED'sal Co standard Neutral White(4000KI. or optional Cool White (SOOOK)or RZR & RZRM 1` T Warm Whits(3000K).Consul}FFactory for other LED options. T D AMBER LED's PICA (Phosphor Converted Amber utilize hors to sit create color similar to UPS lamps and haveaslight output son RZR-MAF" c o In the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only T without the use of phosphors. FIXTURE A B C D FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate RZR-6 Is- RI- 311 Perna, a• ]aunt 7- N.- prepared with 20 PSI power wash at 140-F. Four step media blast 0.Z! 14.7a• xa.n• x.7a• &.a• and Iron phosphate pretreatment for protection and paint vswn nmxn 90nm 16Ynn adhesion.400-F bake for maximum hardness and durability. 0.ZlM 11.5• 'Aden xs• S4Mn z.a• stem a.ze• 1Mmm MAST ARM FITTER ELECTRICAL HOUSING / RZR-MAP m• xa.n• x.a• 4• Replaces standard Electrical Housing. Fits standard 2 3/8' O.D. RImm 7RIrm wure 1. horizontal tenon. Two (2) straps with two (2) bolts each erIOIFCIE the lower half of the tenon. Upper half of the tenon rests on •aLC PFNDINa As OF ]/19 self -centering steps that position the angle of the Iuminaire at 0•, +1.5°,+1.5 or +3° up from the horizontal. All hardware Is stainless steel. C®W wnF(>_e B�� 2020248 1BRR U.S. Architectural Lighting .a,N„ Tro'NIX U.S.ARCHITECTURAL _® bmitted On: Nov 5, 2021 112 po•V, JOD name: LIGHTING Crozet Self -Storage VIRGINIA Architect: TIMMONS NNBi BAZAR SERIES -LED WALLMOUNT CAST ALUMINUM ARM AND WALL BRACKET ASSEMBLY PROVIDED WITH BUILT IN GASKETED WIREACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. IITWALL PLATE T 90.4+am. C nu r 1 50• S IA. n&mo <I6imU (4)MOLDED II-M-40LED-700MA-WW- I D4 9-T-HS-PLED PLED® MODULES RZRM E.P.A: 0.76 RZR E.P.A=0.67 Availablein Availablein: 120 LED Module Max 80 LED Module Mail 120 LED Module POLE DRILLING TEMPLATE s gIll� n• ,. a• aaw,W FOR RZRM OBbmW WIRE RUN FORM oq .Ma•DM. &Boo RZRM E.PA.=0.45 HE Availablein: 48 LEO Module Mal 48 LED Module BPwDln",^^ z..>•mnt •.RZR/PLEDaV/801ED-700mA/CW/277/M-8019S MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS HO. LEDs DRIVE CURRENT COLOR STANDARD 17�C TEMP-CCT 1EXNRED FINISH ❑ Ri ❑ TYPE II ❑ 12OLED ❑ 35OR A K)' ❑ I M ❑ BLACK ❑ HIGH -LOW DIMMING FOR PIEDII....... ® RA4900.H HMDWIREDSWITCHNGOR ❑ NEED ❑ 525mA ❑ 20B NONINTEGRATED MORON ❑TYPE IIXAMIKAV ® CW( ❑ WHITE SENSOR............ HIM PIEDIFfR..... ❑ JOOmA' ❑ 240 RAL-900IRT ❑ TYPE II MEDIAN ILLUMINATOR ❑ 1 OSDIM' ❑ WW (3000K) ❑ 277 ❑ GREY ❑ INIENJAL HOUSE 310E SIBD... XSPDD ❑ PHORD CELL +VOLTAGE ❑� PIEDIIML..... (�( rOROTMIFiIiomaa ❑347 RAL-70pbT ❑ RAP, ❑ SOLED ❑ 480 ❑ DARK BRONZE (OAMRE:IC120�.. PGV ❑ TYPE III M®. PIEDIIIHp.....® ❑40LED ML-9019-T ❑1WIST LOCK ❑ TYPE IS WIDE PLEASE RECEPTACLE ONLY ... TPR El GREEN PIEDIIFW ® AMBER' RALdWrT ❑7VIN TWIST LOCK ... PHOSPHOR SELECT xMLACENGHIg1EN RECEPTACLE ONLY... TEST ❑ R2RM ❑ TYPE N ❑ CONVERTED RRMUNi PUBI....... ® 46AB1 OGLED AMBER PICA PU aE�NL,� ❑ SINGLE FUSE (120V, 27N, 347V).. BF ❑TVPEN O ❑1MIE AMBER' roCUSTR1m1oRa ❑DWBIE RISE PIED4V-0r..... ❑ 21LED IRA (2OW 24W, 49DV).. DF TYPE vitApPow ❑PIED-VSA i- MPExnxonsa M19 ..® �INNAWN^uaewlmme ❑ STEP am MO110N SENSOR MED50 1 (PROGRAM 0� ❑TYPEVM®. s.xwxowarua AxeEuuW ca EWrvuFNT xpRmeaE ............. ...... Maftll PIE6V39-B1 'Im iBB..smwesas�amrvR iunBExrspxlr ❑REMOTE MOTION SENSOR ❑ TYPE V WADE OONFIGURATOR PIED.V3G-W .. L� ................ MWCID U.S. Architectural Lighting P°Nw:(elvra°ao' r° mm(a1ju�' © U.S.ARCHITECTURAL bmitted On: Nov 5, 2021 SITE LIGHTING FIXTURE CUT SHEETS - POLE MOUNT Submitted D Lighting Virginia -Central Catalog Number: Type: B.A., Job Name: SNS-20-40-11-AB-DM19 B LIGHTING Crozet Self -Storage 20'S POLE VIRGINIA Architect: TIMMONS Notes: 4ANE LV - aENTRAL21-35536 DETAIL 3 I I i I I I I I I I I I In POLE i HT 17.5' FT) I I I I I I i I I I I I I 2.5" X 5' HANDHOLE ® 0' 18" DETAIL 2 DETAIL 1 BASE COVER COLOR: DARK BRONZE TO MATCH FIXTURE 0• MEW a:.� mil. iA AMa cmI POLE REV DATE BY RENSION DESCRIPTRON 2xDOB.1IDLEN, BITmUMU PROJECT NV.HC Po Xuuem: MTc: ^wc re FORT WORTH. TX ]6109 101112 BM A BIT-9243682 Pe cxxR re 61]-92J-7069 FAX ouoTE xuuew: .T mr: uuwxc uuXaEn. NTS CKR '•CONFIDENTIAL'• pESCRIPTIDN: ul SQUARE STRAIGHT STEEL ANCHOR BASE 20' x 4.0" x 11 GA slvs-2oro-tl-AB Submitted On: Nov 5, 2021 1/1 Index Page IAC- NS-20-40-tt-AB 20 4.00 4.00 11-GA 14 ❑ T20R (2.48" OD X 4- TALL) ❑TzsR (zee• DD x a• TALL) 8.00--9.00" 180 BOLT CIRCLE ❑T30R (3.50' OD % 6" TALL) ❑ DM19 zm 8.25" 90' + 270' SQR ) ❑ DM28 1 ❑ DM29 - / zm 0' .88"0 SLOTTED - BOLT HOLE (X4) ❑ DM39 m° nc FATIGUE RESISTANT I I ❑ DM49 m° na BELL SHAPED I BASE / 1 BtlE WNLME M O (9N1.1nKK 75"� DETAIL 3 POLE TOP DETAIL 1 BASE PLATE '1~.75" AW10R e9arex^uTFs ABT-085-4 MANUFACTURER TO CUT DOWN T017.5 � HEX NUT & WITH 30'CONCRETE BASE BY OTHERS WASHER (%2) FOR OVERALL HEIGHT OF 2D A.B. 17.00" PROJECTION PAINTED TO MATCH LUMINAIRE 4.00• DMiB: DRILLED FOR SINGLE LUMINAIRE ( IFF"CCCFF JJJ///--JJJ�� ��•' L � DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: AS1M A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER AM A153 3) ALL WELDING TO CONFORM M. AWS 01.1 MOST RECENT EOoON. 4) FABRICARON MEETS RISC (AMERICAN INSTITUTE 6 STEEL COIISTRUCOON) ODADTV CERTFlCAnON. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)NWARON p�.VIER: NSIWBI MR[ NBRA00NE SEVERE E10UGI N CAUff OAMACE CAN OCCASLNALLY OCCUR IN STRUCNRES 0 NL M6 RGUff MEN WW INWMP]I BY KANY INRAACnNG VARI3%ES, NBRAMNE IA QxfPPIIY UNPREDICTABLE. ME USERS NAINIENANU PRttAIw 31WN INCLUDE OBSFAVAPO RR DCF39Lf NBRAPO M0 EMXIMRM FOR MY SIAUCNAN DAMAGE PIP WARRANTY IXOUIXS FAnfll[ FRW(E tR SIMILAR MENWmA RLWLnxc mot IHucm NBIAnoN, xARwNlc osallAnon OR RE9zuNo AsmRATm wTx uDNMxT a AR GIWDITs AROUND IN Pat LOADING DATA MATERIAL DATA Gssmx CRITERIA: COMMERCIAL STANDARD COMPONENT ASTM wnR sEEO�mPn) uw 60 90 t00 110 120 t30 t40 150 POLE SHAFT A500 OR. B EPA FT' 9.6 3.5 2.0 0.8 - - WEIGHT (IbE) 240 t6] 150- BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.SS TBD MISC. STEEL A36 POLE DIMENSION DATA TYPE DESIGN POLE LENGTH (FT) BASE DIA. (IN) TOP OUR. (IN) GAUGE OR THK (IN) WEIGHT (LBS) S SITE LIGHTING POLE CUT SHEET pPAa, doD Name: LIGHTING Crozet Self -Storage VIRGINIA Architect: TIMMONS NNBi �Yel�u���_��s_�e7�_��[elail►[e II-M-80LED-700MA-WW- 9-T BAZARSERIES -LED PIIDJEGTTYPE S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum A356 alloy: <0.2% copper) assembly with integral cooling fins.T a Optical Panel mounting surface is milled fiat surface variance <4:.002' to facilitate ( ) thermal transfer of hea} n housingand mpart fins. Solid barrier 9 wall separates optical and electrical compated to create optical and electrical compartments are integrated To create one assembly. Minimum wall thickness Is .188'. ELECTRICAL HOUSING w/ INTEGRATED ARM Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on the fop of the arm To accommodate a photocell receptacle. Solid barrier wall separates optical and electrical compartments. The optical compartment and electrical compartment with the integrated support arm combine to create one assembly. Minimum Wall thickness Is .188'. Cast and hinged driver assembly cover is Integrated with wiring compartment cover. PLED"OPTICS O CS Emitters cafe are arrayed on a metal core PCB anal with each (LED's)P emitter located to a copper thermal transfer pad and Individual by an LED meet an LED optics completely seal each individual emitter a meet de IP r rating. In asymmetric distributions, a (MODELS: RZRM. RZR, RZR-G&RZR-MAP') PATENTPENDING micro -reflector inside the refractor re -directs the house side emitter hi put towards the street side and functions as a house side Each element. Refractors are injection molded H12 acrylic. Each LED refractor Is e sealed to the PCB over an emitter and all T refractors are retained by an aluminum fine optic one Panel, or group of Panels Ina Iuminaire, have the same optical pattern. LED Net. produce standard Site/area distributions. Panels are A field replaceable and field rotatable m 90• Increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a RZR-G ° minimum operating temperature of40°F/40•C.Driver(s) is/are UL e and HcULousing recognized and mounted directly against the Electrical T c Housing to facilitate thermal Transfer, held down he universal clamps to facilitate easy removal. In no terminal blocks facilitate i whing between The driver and optical arrays. Driven accept an I npuf of 120-277V 50/60Hz or 347V480V 50.60Hz. (0 - lOV J dimmable driver isstandard. Driverhas with 20KV rot ctemal surge protection. Luminaire supplied with 20KV surge protector for RZR. RZRM & RZR-MAF• A field accessible Installation. oP 0 vw) 1 LED EMITTERS High output LED's are utilized with drive currents ranging from 350mA to 105OmA. 70CRI Minimum, LED's are available In ° ~ standard Neutral White(4000K), or optional Cool White(5000K) or RZR & RZRM C � T Warm White(3000K).Consul}FFactory for other LED options. r D AMBER LED's PICA (Phosphor Converted Amber) s an utilize phosphors to create color output similar to UPS lamps and haveaslight output RZR-MAF' c c In the blue spectral bandwidth. TRA (True Amber) LED's utilize T T material that emits light in the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash of 140-F. Four step media blast and Iron phosphate pretreatment for protection and paint adhesion. 400-F bake for maximum hardness and durability. MAST ARM FITTER/ELECTRICAL HOUSING Replaces standard Electrical Housing. Fits standard 2 3/8' O.D. FIXTURE A B C D RZR-G is- EBI- SIX PDnm a• B.. r NG- 0.ZR 14.75• As,m xa.n' ]1. 2.18' Anm 6.8' I6Ynn 0.ZlM 11A' 'Aden xs• S4Mn x.a• 6fmm a.xa• IMmm 0.ZR-MAF is- 391mm sa.n• ]➢Ore z.a• blmm 4• 1. horizontal tenon.Two (2) straps with two (2) bolts each encircle •DLc PENDING As of ]/I9 the lower half of the tenon. Upper half of The Tenon rests on self -centering steps that position the angle of the Iuminaire at 0•, +1.5°,+1.5 or +3° up from The horizontal. All hardware Is stainless steel. C �L Us I°1R� ''('o eTME � O 2020248 �i� �', ® U.S.ARCHITECTURAL U.S. Architectural Lighting w.. _® bmitted On: Nov IPAR, doD Name: LIGHTING Crozet Self -Storage VIRGINIA Architect: TIMMONS 4ANf� SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED SPEC I F ICATIONS OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with Integral cooling fins. The Optical Panel mounting surface is milled flat (surface Variance <x .003') to facilitate thermal Transfer of heat to housing and cooling fins. The Optical Housing bolts to The Electrical Housing forming a unified assembly.The minimum wall thickness III SBN. ELECTRICAL HOUSING Hea cast low copper aluminum A356 alto : <0.2%co copper) W PPe ( Y PP ) Plateaassembly. Minimum wall thickness is .ISSN. Fixture ed j-box. 9 Plate affixes to mounting surface the t over a recessed sting Electrical Housing anchors es the top edge of the Mounting Plate and stainless steel recessed socket head screws tighten The Electrical Housing to the Mounting Plate from the bottom. PLED' OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and PP enclosed bymi LED refractor. LED optics completely seal each individual emitter to meet an IPrI rating. The asymmetric reds butions. the have a micro -reflector Inside the refractor which redirects the house side emitter output towards the street side and functions as a house side shielding element. Refractors are Inject ion vmolded H72 acrylic. Each LED refractor Is sealed al mi PCB from. emitter and all , or orsareretained byan aluminum frame. Any one Panel. or group of Panels t a Iuminaire, have the same optical pattern. LED refractors others specialty asymmetric ionsbu}loess Well el other specialty asymmetric distributions. Panels are field replaceable and field rotatable in 90• increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40'F/-40•C. Driver(s) is/are UL and cUL recognized and mounted directly against the Electrical Housingg to facilitate thermal transfer. held down by universal clamps To facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/601 or 347V48OV, 50.60Hz. (0 - 10V dimmable driver Is standard. Driver has a minimum of 3KV internal surge protection. Lum!no ire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 3501 to 10501 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's FICA (Phosphor Converted Amber) LED's utilize phosphors To create color output similar To LPS lamps and have a slight output in The blue spectral bandwidth. TRA (True Amber) LEDs utilize material That emits light in the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 1401 Four step media blast and Iron phosphate pretreatment for protection and pain} adhesion. 4001 bake for maximum hardness and durability. IIT1TJ PROJECT NAME: PROJECT TYPE: ETA 1 T 1RMAN FIXTURE A B G RZRM 1-EM 4' Bd• �P Ow.•N I�®•N RZR-W M 1 PATENTPENDING A � IT T 1 FIXNRF A B C RERWx 16• tY a• I�mI ao„.n n�M RZR.]-FM PATENTPENDING BBBBBw� B_BBBBBBBBI BBBBBBBBBI wBB� FIXTURE 1:..: CRZRWaB•na.xRZRW3-EM °reA„N• RZR-WM3 PATENTPENDING C®� xADENTHE U. 111.111 2019093 U.S. Architectural Lighting � n�.o.BMA(NHaRvss, © U.S. ARCHITECTURAL NIRM (ee)saawo^ r..DAeao^1 NNAM 1/2 SITE LIGHTING FIXTURE CUT SHEETS - WALL MOUNT Submitted by Lighting Virginia -Central Catalog Number: RZR-PLED-III-M-80LED-700MA-WW- Type: pPAa, Job Name: LIGHTING Crozet Self -Storage XX-RAL-8019-T P VIRGINIA Architect: TIMMONS Notes: <xsese LV - CENTRAL21-35536 BAZAR SERIES -LED WALLMOUNT PLED° MODULES R7R43 E.PA.=0.76 RZR E.P.A=0.67 CAST ALUMINUM ARM AND WALL Available Availablein: BRACKET ASSEMBLY PROVIDED WITH 120 LED Module M01 80 LED Module FAOx SO LED Module BUILT IN GASKETED WIRE ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 120 LED Module WALL PLATE POLE DRILLING TEMPLATE s Do m i T aM. w DDw CHE (t]Bnm1 (IYhm1 1AYaBa FOR RL M OBbmR WIgEWAY FORM °tfA D . &I E.PA.= .d RZRM 0 5 xe in: J" 48 LFD MotluleMax /B LED Module aP DIA �a.a0'� (IOnnl (4)INILEe )MOD A06'DIA(P. (3) HoLEs xf+.+•FF9rAn° e..B.mnl-•, RZR/PLEDIV/801ED700mA/CW/277/RAL-8019-S INISH ORIONS MODELOPTIONS MODEL OPTICS LED MODE VOLTAGE FINISH HO. JOB DRIVE CURRENT COLOR STANDARD ImLC TEMP-CCi 1EXNRED FINISH ❑ RZRG ❑TYPE II ❑ 12OLED ❑ 3501 ❑ 120 ❑ BLACK ❑ HIGH40W DIMMING FOR PIEDHI....... ® RA4900.H H•RDV4IEDSWRCHNGOR ❑ NEED ❑ 525mA ❑ ZOB NONINTEGRATED MOTION ❑ TYPE S nOMRax go CW ( ❑ WHITE SENSOR............ HIM PIEDi..... ❑ ]OOmA' ❑ MAO RA1900YT ❑ WW 3000 ❑ ILWMIINATOMNN ❑ 1O50mA' zn MNMLT rACloRr ❑ ❑GREY HOUSE 310E SHIELD XSPLED HOUR ❑RZR PLEDIHML..... rORomFRIEDmas ❑347 RAL-700bT ❑PHOTOCELL +VOLTAGE ❑ PSI ❑ BOIED ❑ 460 ❑DARK BROXIIE (EXAMHE:ICI2P�.. FC+V ❑ TYPE III MED. PIEDIIIH4.....® ❑ 40LED RpLQDT9-T ❑ INS LOCK PLEASE RECEPTACLE ONLY ... TPR ❑ TYPE IIIWIDE ® GREEN RALampsr PIEDIIBW AMBER' ❑ 7VIN TWIST LOCK .... SELECT PHOSPHOR xEPACESURNI, RECEPTACLE ONLY ... IPR] ❑ RDRM ❑ TYPE N ❑4BLE COWERED RRA(GUNi PIEWV....... ® AMBER PCA WmgRu'4 E'RN 6J ❑SINGLE FUSE (I2OV, 27N, 347V).. SF ❑TYPEN O ❑TRUE AMBER'S ❑DWBIE FUSE PIEDN-0r..... ❑TRIED IRA (2WV, 24W, 49DV).. DF TYPE vNiPpRow ❑PIE6VSGN '.acPaBNRMv MN ..® R�AWIP&MrANOTBAUFEWnxTM ❑ STEP ale MOTION SENSOR MED 50 1 (PROGRAM 0M ❑ TYPE Mm. a.xwxpwarua AxWuuW ccrEWrvuENT xp RSlxealE ............. ...... MS+RI l . PIE6VSGM .. 4AvuuNSlxasawasss.AmrvR wBBExrspxlr ❑REMOTE MOTION SENSOR ❑ ryPE V WIDE CONFIGURATOR PLE6V34W.. O ................ SRI U.S. Architectural Lighting N rr.') a°om 1:(-n a` i © U.S. ARCHITECTURAL Ra® Submitted On: Nov 5, 2021 Submitted On: Nov 5, 2021 2/2 Index Page Submitted D Lighting Virginia -Central Catalog Number: RZR-WM3-PLED-IVFT-60LED- Type: opAR, - Job Name: LIGHTING Crozet Self -Storage 700MA-WW-XX-RAL-8019-T W VIRGINIA Archite NO. 1 04/15/2022 M E O O rn u N VI N C > E Lit a E Lu 7 i H_ w w 3 < LL VO 3 p LL 0 wO `m ^H Y Lu L M <�� U00 J - W Ln M O CT K d O N Lu N V CD W OJ M f 30 ) n LL X C v n U N N =v>ED ~ c �- Y rn N W un M d 7 uo H U LU Z O^W HV ,-' W u � U U W d LU LLI LU DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 11F 20' V / �WF••'�� W V Q W Q O Z V / / L z - O (U•E L� V W U) Jz Q W W N m J Q CD O ' 1 ' U V/ JOB NO. 48757 SHEET NO. L4.0 0 m 0 3 c CL 7 90 o cD O C. L'GO z 20 2 15 c mow P, w c m Go OD C � N 17 N Z m O 2 a H H m o 2 C. N C 2 Y v1 m 2 y X N 1 Go n N C 12 o N O E u M 06 a c �a 10 a 0 o 2 0.2 GOr, GO a c m mBIG c C o u m nE c E H L