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SDP202200007 Plan - Revision 2022-08-15
T Y a a v 0 N 0 0 a 0 CL 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: 101,722 SF 3-STORY SELF -STORAGE BUILDING W/ BASEMENT SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE) SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE) BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: BASED ON NUMBER OF STORAGE UNITS P1=0.89*(#OF UNITS / 100) + 2.5 = 0.89 * (750 / 100) + 2.5 = 9.2 BASED ON SQUARE FOOTAGE Pz = 0.07 * (1,000 SF GFA) + 4 =0.07*(97)+4=10.8 TOTAL PARKING REQUIRED: 11 SPACES PARKING PROVIDED: 12 SPACES (INCLUDING 2 ADA VAN SPACES) IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.44 ACRES PROPOSED IMPERVIOUS AREA: 1.07 ACRES NEEDED FIRE FLOW PROPOSED BUILDING SQUARE FOOTAGE: 101,722 SF BUILDING CONSTRUCTION TYPE: IIB (SPRINKLED) REQUIRED FLOW BASED ON VA STATEWIDE FIRE PREVENTION CODE, APPENDIX B, TABLES B105.1(2) AND B105.2: 7,000 GPM 7,000 GMP X 0.25 (FOR SPRINKLED BUILDING) = 1,750 GPM SANITARY SEWER AVERAGE DAILY DRY WEATHER SEWAGE FLOW: 53 GPD IN-SERVICE DATE: SUMMER 2023 NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. ZONING NOTES 1. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP APPLICATION. FIXTURE COUNTS: 2 TOILETS, 2 VANITIES, 1 MOP SINK, 1 DRINKING FOUNTAIN VEHICLE TRIP GENERATION CROZET SELF STORAGE LAND USE ITE CODE AMOUNT UNITS WEEKDAY AN AM PEAK HOUR PM PEAK HOUR IN our TOTAL IN OUT TOTAL Proposed Devebprnent Mlnl Warehouse 151 90,000 1 SF 136 5 4 9 I 8 15 TOITA L 1136 5 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 SDP202200007 (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 C0.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C7.1 UTILITY PROFILES C7.2 DRIVEWAY & SIGHT DISTANCE PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS �, Hydrant Flow Service AUth�rl Y Date 8/25/2021 ' Test Report Location ROCKFISH GAP TPKE CROZET Pressure Zone Crozet Service Area 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 lid Q20 Looped L1 02D Multiple lnline Hydrants 11020SIngle Flow []Sprinkler Test Single Flow Flow HydraM81 F100991 Pit rt Pressure 81(psi) 37.3 Yellow 1 ❑ Test Flow 1 Flow Hydrant e2 I 11523 Pitot Pressure #2(Psi) 39 Yellow ® Test Flow 3053 Flow HydrarRlp 10097Pitot Pressure N3(psi) 23.7 Yellow8 EZ Test Flow3 810 Total Estimated Flow (gpm) 2716 AW A Q20 Calculation(gpm) 3669 INovauein WO,dic a nsuffi Mpi mftpb,WDORawlespnnkltt M..i Comments Hydrarns opened all the way. u.am..iaa.a Mnoiasn"..nnana PowMaMuu=R. w. n, waNkexMrNa.rnxs9l]Fumal � am.M a Estimated Consumption (gal) 5432 Forusefurwateraual6 Signature of Tester: AI Epe a lif~ TOTAL NUMBER OF SHEETS: 13 6628 628I/I Ng SAHyraM 6 ns rviL,GwnenNlp ' Nor lnSmY.x. AC5P6xnM 640 544 A ' lbrin 5ervkn. PrlveW OwnersM _ �1/����/ 0 MServkx. PXveb Ovmers6ip M090, _ nse,v�.ncsno,vnm ACSAwan® b�F_ �_ I �mvn. C9AWNaMvin eraM1ip ?rry 6M'6756 wT N. re act o.1. SA Win / s>s - nIC/ Ty" mWt, r ims " ar� nos " `f°o Flow Hydrant s6eo 6 BROWNSVILLE Rn 8T51 T6 sna "� sum 91 1999Z Test Hydrant 00956912„ S6e6 0152 009 661 66B g- .�6]2 F f CKFISH-GAP-TPKE-0258-660 - Flow Hydrant seg Flow Hydrant i �e9A rr �eL 56<6 TBFn qo � ew sws s6'v m� swt Grz nxm�xM� i�wapm_Tn.xrxn..nx�Nan.p..fiawme.-.... AlbemadeCounty' asmn..�.+.wxw+.nr�.re"-ri".e-wMN6.m6. w mmgw"Nurwwsbpnwxkmmxmnbmsamreuaeb6" ba.xm e ServiceAuth6rity n uupmamnm aPmM""xmwmm"nMtn .n ;""drxe+a o too zoo aao 400 Feet �e"�Nr"v>vw�m v✓x[mo LT CLINT W. S FFLET >� Lic. N 54380 4� 8-12-2022 <v' OiN!1 AL N Z 0 [no Z O H a it U Ln w 70 W W W Ln L 000 O O O W W W aaa O O O www LLI wCl� w DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU � a 0z J LU LU o i 0 LU � a LU LU Ncc W J 0 a U IOB NO. 48757 SHEET NO. C0.0 L LEGEND ROADS mSTORM PIPE & STRUCTURE NO. �® 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. 39. CONTACT ACSA 3 DAYS PRIOR TO ESTABLISHING A CONNECTION TO THE ACSA WATER MAIN. 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 >: Lic. N 54380 4� 8-12-2022 <v;: ZS-10!1 AL ^� E 0 o N � N Q O > E w v E : w >, 3 Q LL o 3 p LL - w0 `mom 0 W L M a_ V00 J -u M rn � N Z W U IT �0'x LL Ln _ N Fv >M c Lr' 0 00 W M a� 0 N Z O E E 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„ ° 6"fd 7S FFLET >� " i a Lic. N . 543l10 10" 3,000 PSI AIR ENTRAINED PORTLAND ...... = SURFACE 44 77rr�Q� 8 12 2022 ° CEMENT CONCRETE/��/�� `<v; 0 0 6" TYPE 21A STONE COVER ^� E . �\��%�/\\/�y COMPACTED SUBGRADE (CBR 11.2) \�j\�j\ e ° a <' VDOT A-3 CONCRETE 0 N o SUBBASE N � ¢ 0 > E DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w v E CONTINUE 21B STONE BASE FROM Lu N ¢ LL o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION 0 w — w O 6 ` UNDER CURB, 6" MIN. DEPTH s W L No Scale a J _ N VDOT STANDARD CG-2 CURB a � N N Z 1'w M a � No Scale SIGN �'s� � LL V w STD. U POST ri X v ry u 0 z � Z � Z � Z GALVANIZED F ¢' m O Lu Lu Lu �4" °^ w OO Bea a . CONIC CURB AND GUTTER CLASS 3A, w M a > U (Pc=3,000 PSI) CONCRETE o w 2 2 2 6" OOO »> 6'-8" MIN. °. Lu d R a 13" ° d a REFER TO VDOT STD STP-1 DETAIL a. d ° 711 xj ° : ° ° ° M O FOR MOUNTING REQUIREMENTS a d \ a.. °' ° a' W W W a,a ° / ° / 4 O EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) ° cad _ 3" CONCRETE COLLAR _2 0 w N N r14 N -CRUSHED STONE BEDDING � �'. � � 6" MIN. I = w— Q Co 6" DI CLEANOUT a 0 O O O O DATE CONTINUE 21B STONE in COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PLOFUNE D SUBGRADE PAVEMENT SECTION o / �/�022 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 • BY CHECKEDBY :...:...:......:...:...:......:...:...:.... 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 QLLLD 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 LI..I o RE V 12' STD. 8" TYPE 21-B AGGREGATE SUBBASE COURSE Q (VARIES) R1-1 CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK 0% Q J ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 IMBEDDED 24" IN GROUND HANDICAP SIGN \\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\ O z NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL LOCATION (VAN) (D HIGH INTENSITY SHEETING NO SCALE HANDICAP SIGN COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) > LLJ LOCATION (TYP.) 0 2 2' 2' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL - SOLID WHITE LINE �} } _j 5 C)EOP FACE OF LI..I O PAINTED o 18, 18' cuR6 HEAVY DUTY ASPHALT PAVEMENT SECTION U)J Q No Scale PER 6 4 PAINTED Q 2: SPEC. LI..I v STRIPE (TYPICAL) 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. CROSSSLIOPE2/o TYPICAL PARKING SPACE DETAILS YELLOW No Scale No Scale 4 a .. PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 41 7-1/2" 2'-0" DIAMETER 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 I.X TEST IST NG BASE r ROLL 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 Fill o Fill a � c m m c o c � m a0 c E F_ L GENERAL POP 0-1 1. METHOD W PIPE BEDDNG SHALL BE USED FOR ILL TYPES OF PPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RARE NOTED N THE STANDARD PC-1 T/dLES L•LESS OTIERIYBL NOTED ON THE PUNS. 2. H • HEIGHT OF COVER LEARNED FROM TOP OF CULVERT TO FINISHED GRADE 3. D - ExcAvANH DEPTH AS sHom ON FLHA OR To FIRM EENdD sm. CIRCULAR PIPE 1. D - OUTSIDE DIMETER OF PPE. 2. d - INSIDE DIAMETER OF PPE. 3. X - WIDTH OF CLASS I BACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PPE % - 12 WHERE I Is LESS THAN 38". X 18" WHERE I IS W" AND GREATER, 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELMNATED FOR NORMALROUTINE E P PLASTIC FPEI SWITH %- COVERS, LESS N DFOUNDATIONS VAETER MIGHT ME. 5. REGULAR RADOM L. MATERIAL MAY SE USED N LIEU OF BASS I BACKFILL MATERIAL FOR &I. FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND 1135 N DIAMETER CORM HBGHT OF COVER DIP OR LE55. 2' 6. BFDONC MATERIAL AD CLASS I BACULL MATERIAL MAY BE ELNNATED FOR SHOULDER SLOT INLET (DI-13)OUTLET PIES INST&LATIONS. ELLIPTICAL PIPE 1. S1 - DUTSIM SPAN DIMENSION OF PIPE. - 2. S2- WCE SPAN DIMENSION OF PIPE. 3. R - OUTSIDE RISE DPEIAIGN OF PIPE. TR/NRIIW BEIWFDM PPE MINISTERS WHEN L X • WIDTH OF CLASS IBADKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. DIRKRENT SIZES OF X - " WHERE BE IS LESS THAN N". 18 PIPES ARE ENCWNTEAE % 5. WHERE DIRECTED WHERE sp IS 36" GREATER • IB" AND BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 5 M" OR LESS AND HEIGHT OF LOVER 15- OR LESS. 6. REGULAR EXPIRE MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFIU_ MAIERW. FOR ILL FOUNDATIONTYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND NOTES, HEIGHT OF COVER 151 LESS. SNIPING OF MN610LE AND MET THIS DRAWNG IS TO (PRY TO W PLANS OR WHERE INVERT OF PIPE ARCH STRUCTURE. MINNIHOLE OR DROP MIs L S - SPAN DIMENSION OF PPE. N AD H A�PKICIroBII THE NVERT SHAPING AS DETNU 2. R - ME DIMENSION OF RIPE. PORTLAD CEMENT CONCRETE M 3. B - SEE PC-1 TABLE FOR MPLICABLE PIPE MATERIAL CLASS Cl EXCEPT THAT 25X OF CL TO 4", E DIAMETER AND CON 4. x - WON OF C1A53 ISMAffLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. BROKEN CONCRETE OR BROKEN SHILL BE LEFT SMOOTH BY ME, x - 12" WHERE S 5 LEM THAN 36". 2 x 16" WHERE S2 6 36" AND GREATER OF THE COMM AGGREGATE SH, INVERTS N ACCCRDMCE WITH THOSE AB VE RIES SPECIFIED P CCF � `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 NPE DDETAILSNMEY. EACH OF MIAS SHOWN HEREON ME FOR EXAMPLE ° 5. WHERE dRECTED BY THE ENDNEER. BEDDING MATERIK MAY BE RMINATED FOR PURPOSES ONLY. H /pl MANHOLE DR DROP INLET IS TO BE SNIPED NOINAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 5 W' OR NMVWNLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS AND BENAB OF COVER 15' OR LESS. COEMNAT AND ROW LINES. SECTION B-B B. REGULAR BACKFILL MATERIAL MAY BE USED IN LEM OF CLASS IBADI(RL MATERIAL FOR PLANALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" ON LESS AW HElcer of COVER 1soR LESS. METHOD OF TREATMENT IN MANHOLES :IFICATDN `VCX.JT `VEJOT SPEGFICATI ERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAD AND BRIDGE STNDMos BOAR AND BRIDGE STANDARDSSTANDARD METHOD OF SHAPING NERREND W2 GENERAL NOTES REVISION DATE SEER 1 a 1 SHEET 1 OF I REVVION DATE MANHOLE & INLET INVERTS 202 303 VIRGINIA DEPARTMENT OF TRANSPORTATION D7,p0 VIRGNA DEPARTMENT 6 TRMSPOflihnON OB.OB CRIMP AND ROLL END OF COPPER PIPING REMAINING COPPER PIPE TO BE VERTU SHUT-OFF CORPORATION STOP I 24° 42" MIN. TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W-6B , • 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 COVER 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 z_ I z N 5i WATER 2500 P.S.I. CONCRETE THRUST BLOCK d-1 Y. SECTION CAST IRON I YL SECTDN STEEL NOTES d-3A 30, 3C EXPANSION KEYED 21_71. FOR DETAILS OF INLET JOINT CONST. `= ROM, „ EXPANSION JOINT P-10" FRAME M COVER BACK OF SOEWMK >! JOINT BUTS y�ITpERP[[ CAST WTOHBE L M/E• x 2Yj' ['YIP L DEPTH OF INLET (H) TO BE SHOWN ON BEE STANDARD IC-2. AR G WT EF a COLIEM r -A 7I 10'-4" LONG PLANS. FOR dDEPPTH GREATER THAN 10'ME BADS 0 4^ •• 2•• E HlA A B - IN� N� L BR CE RIBS H CAST GALV. F[ON STEEL 68 t 3 LEs 43.6 LBS INCLUDING INCLUDING LUGS CONECTOR V' - ' 1 2 ENSION SHOWN ON THE 05 AND SPECIFIED ON THE RAAS - ARS 6':8:'6'.' SIRS B & w BM 2- 1 BASE H"ARDWME _T WT BE THE INVERT OF WLL BE MEASURED F I` N25 F �I �I , ♦ _ _ _ ONE ELIDED JNNT TIE oUTFALL PIPE TO THE TOP OF TIER O T STRUCTURE. PLAIN "H" DIMENSIONS ARE i • • t S WEEPHHOLE APPRO%INATRE ONLY OR ESTIMATING I 11° SEE NOTE WELD ALL NNPOSEs AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLM CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE _ •SIFTS' INVERT 15 TO BE SHAPED N N' ORDADE NOTE 5 WITH STANDARD IS-1 THE COST OF FWNISHING PAID PLACING ALL MATERIALS INCIDENT& TO THE SHAPING IS TO BE II '' 8" INCLUDED IN THE BID PRICE FOR THE ��II MERINO 11 �. IA•• [ 1YA• [ 4'• Yj' x P' STRUCTURE -0 J I 6' MIN PUN SECTION A -A STUD PLAN Lam' 1]" L 91/" CONDECTORS 4. N TIE EVENT THE INVERT OF THE (GRATE REMOVED) �(,p6��1�K I� -----� WTFML PIPE IS HIGHER THAN THE E-A w' KEYED COMET. JOINT SEE 01 IL A �T BOTTOM HE STRUCTURE TIE STRUCTURE, TIE INVERT 1 L-VMVHLE - NAJI. 20' _ OF TIE MENTMOSHALL BE VENTED CUTTER L WITH CEMENT MORTAR TO PREVENT GUTTER SECTION B-B STANDING OR PONDING OF WATER N THE I.. 2�'p-18 T-8" �B V. 3'-0" Y' APPROACH ' COLLAR DETAIL ANDSTRPENDING THE COST OF FURNISHING I I (�MIN RAISED '� PLACING ALL MATERIALS INCIOENTM a3 A COTTER LETTERING TO NET SHAPING 5 TO BE INCLUDED xv 2Y, N THE BID PRICE FIX( THE STRUCTU EL _ m I_ __^ ..•.•�•• OMENSXNS FOR DAMP NO WASTE DRAINS TO WATERWAYS 5. STEPS IRE TO BE PROVIDED WHEN M IS B S G I 9 CAST IRON OILY 4'-0" OR GREATER. FOR DETAILS ME STANDARD ST-1. Iy� BMS F BUTS E LB ry W• DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST- WJ" DIAMETER ' BARS E DETAIL A o 1 N-P`'�' WIMP HOLE FRONT ELEVATION W,� F B- 1•-6•• 6• e 2'-8" ).SMOOTH DOELS AT - - - - - - (GUTTER REMOVEDI -� RIFE OETN APPROXIMATELY IN ALL 12" C-C TO BE TO ABUTTING CONCRETE TO PREVENT5XI/" BENT RATE A - SECTION B-B PLACED N ALL AREAS ADJACENT II11 :'..'.... HE N A 2"ST NOTCH MAY BE PROVIDED. �' '' •.. ' SEE STANDARD i-DI-3, 4 FOR :. MTFRNATE DESIGN. C TYPE A NOSE DETAIL SHALL BE USED WITH CO-3 A CG-) STADARDS. _� , L7/-Xp1C/" B. 3• DIAMETER WEEP IDLE 4" MESH TYPE B NOSE DETAIL SHALL BE USED WITH CG-Z 6 CS-6 STNDUTDS, • TYPE A GMV S PLASTIC HARDWARE CLOTH 4" • TYPE B %j' X 4" STUD SHEAR CONNECTOR WELDED �������������� WI GALAMETER STEEL WIRE MNIMN WIRE VANIZE 0.03". NUMBER 4 MESH GALVANIZED PLATE F02 RIPE A TO BE BENT ON AN ANGLE OF 05•30' TO ADLE NON AT 2-C-C. HMDWME CLOTH ANCHORED FIRMLY CONNECTORS AND IS TO BE ANCHORED WITH %" % 4" STUD STEM NOSE DETAILS 1 TO THE OUTSIDE OF THE STRUCTURE. WELDED TO BENT PLATE AT 2'L-C. z• I 9. CAST N PLACE CONCRETE IS TO BE PRARPED AV CLASS M fJOW PSU. PRECAST 01-3p u d-38 L d-3C T`.: WARPED PAVEMENT .�.��.��1�� CONCRETE M TO BE 40W BE SECTION A -A } - + _i D. ANY ALTERNATE METHODS OF ANCHORAGE ONCRETE QUANTITIES FOR MIN. DEPTH ME DETAIL B MEETING THE MTROVAL of THE EWMR MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. ♦2" CONCRETE PIPE - 1.440 QI. YD. CWCWTE CAST WIN 11. DUMP NO WASTE DRAINS TO WATERWAY I FLOW ELM 15" COETE PIPE - 1,528 CU, TO, CONCRETEi�'i' GMTf 363 4 IB LBS LETTERING 5 REQUIRED ON AL d-1 Il/A\/ 16" CONCRETE PIS, - 1.820 W. Y0. CIXVCRETE I� 'll^ GRATES. LOCATION OF LETTERING MY I �L I I DETAIL WHEN USED 24" CONCRETE PIPE - L617 W. TO. CONCRETE - - VARY BY MANUFACTURER. SECTION C C SECTION D D FIG usE W GRADES ADJACENT TO CURB ADD OAMI W. YET, PER MDRwNAL Fool of DEPTH GRATE DETAIL FOR USE IN SOS WITHOUT GUTTER BOTH BIpES TO BE SYLNETMCAL `VDOT SPECIFICATION `VDOT SPECFICATON ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REFERENcE ROM AND BRIDGE STALIARDS STANDARD CURB DROP INLET REFERENCE BEET 1 OF I REVISION DATE 12" - 24" PIPE( MAXIMUM DEPTH (H) - 10' 233 SHEET I of z REVISION DATE 12" - 30" PIPER MAXIMUM DEPTH (H) - 8' 233 Dy,01 VIRGWA DEPARTMENT OF TRANSPORTATION 302 104.09 08/10 VRGNA DEPARTMENT OF TRANSPORTATION SO2 cG-n PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE NOTE; WHEN A PEDESTRIAN ACCESS ROUTE CROSSES A COMERCIAL ENTRANCE THE CROSS SLOPE SHML BE 2X FOR TOP OF FILL TOP OF RL TOP OF FILL A WIDTH OF 5 FEET. w A ':STREET APPROACH SAME SURFACING GENERAL NOTES (RADARS N BE ASSS) o C M MAINLINE ROADWAY (SEE NOTE 3) GROUND LINE x GROUND LINE x GROUND LABE x SHOWN ON ALMS) 1. WHEN USED IN CONJUNCTION WITH STANDARD M-3 (RAMUS TO BE AS OR LG-], THE CURB FACE W THIS STANDARD 5 TO SHOWN ON PLANS) BE MJVSTED TO MATCH THE MOUNTABLE CURB///' / / CG-2 OR CO-6 --- CONFIGURATION. /// T 1) /� 0 /l EARTH ROCK IN (, EARTH NCK OR 2. SEE STANDARD CC 12 FOR CURB RAMP DESIGN i0 BE ? ME BEDDING B 0 NG SIDEWALK USED WITH THIS STANDARD. �' (SIDEWALK W I ---- O _ - MATERIAL SEE NOTE 51 rc I OPTIONAL UNPAVED SPACE 31 a 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 1i ROW LINE? R/W LINE (EXCEPT MY SUBGRME STABILIZATION MIN. 1110 O 1A'A'1111 D LWL 1/10 D `EXPANSION ---Ni+ REQUIIREDINOHE EN RANGE PAVEMENT WHICH CAN BE % D X BEDDING % D % MBEATERINAGL X 0 % JOINT EXPANSION OMITTED '- I JOINT 4. RAMA CURB OR COMBINATION CURB AND GUTTER /t PER roc H FOUNDATION SOFT, YIELDING, OR LIN 8". MAX. 24" NOTE` WIDTH •'B" T-O" OR AS Ity MAl ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL SHOWN ON TYPICAL SECTION. (L 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 x D NN. 1.5 x D MIN. L5 x D MIN. L5 x D TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOB TRAFIC, THE DEPTH FOR SIDEWALK L CURB RASPS TOP OF FILL TOP Di FILL TOP OF FILL 10'PUTMOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO T".(SEE CG-13) SIX Max. _ EDGE OF PAVEM:Ni OR o _ GRADE LXMCE - 8. PLAINS ARE TO ABDICATE WHEN CONSTRUCTION OF A FLOW OPTIONAL ELOW LINE ® - -- D LINE IS ENTRANCE. TO PROVIDE POSITIVE DRAINAGE ACROSS (SEE MAINLINE ROMWAT - - - ---------NOTED THE ENTRANCE. _ •i /rr///ro /iiii/i •• - /iiiii //////.::::::n- /ii//ii/ii/// ///uN///////� GRADE WAX. D ). THE DESIRABLE AND HE ALLOWABLE ENTRANCE GRADE CHARGE$ - %% •-}- : //// U/::•::•::•::• W AIDE CHANGE ® - _..:::: 7=%::::;i:•: D' ME LISTED IN THE ALLOWADLE ENTRANCE GRADE :• // 0 TABLE. THESE VALUES ME NOT APPLICABLE TO STREET / L :tik\,�?� GROUND . d GROUND _ ///////// d /////////_CROUNI CONNECTIONS, - LINE p=: LADE _ _LINE 5'MI 20'MINIMUM FOR o � ': ri'••::i - _ - coMMERCIAL ENTRMCE INTERSECTION NOTES - - - - 8. WHEN CC-UIS USED FOR STREET CONNECTIONS. THE 2 EARTH II 1�g0CN OR MIN. IAIG p CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH MIN. 1/w D UNTIELOING ® CONSTRUCT GRACE CHARGES WITH A PARABOLIC CURVE. AASHTO POLICY AND THE APPLICABLE REQUIREMENTS MN.1/10 D X D X BEDDING I/,. pER SOIL - - �m-n �� SECTION A - A OF THE MSTOOT ROM ANCE M0 DESIGN VAGUE REQUIREMENTS. STOPPING MATERR o" 8 H % D X gEORM MATERIAL �EMTH MAX.24" MATERIAL 9. OPTIONAL FGUTTE MAY REQUIRE wMPABG of A FOUNDATION SOFT, YIELDING, RI 4"' PORTION 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 BRIDGE ® EMBANKMENT NOTES: ALLOWABLE ENTRANCE GRADE CHANGES ® SECTION TIO OF THE ROM AND BRIDGE SPECIFICATIONS. R GE ERANOTES ON PIPE BEDDING 3 CLASS 77 A (H,E.S.) 2 -- CONCRETE i SECTION C-C ENTRMCE VOLUME GRADE CHANGE 'D" DESIRABLE MAXIMUM HIGH MORE iHM 1500 VPD 0 X 1 3 % MEDIUM 500-150D VPO 53X 8X LOW I LESS THAN 500 VP0 56$ B% WATER IN CO RBFIOGE SSSECTBIONK302 I REGDANCEULAR BMKFLL MATERIM IN ACCORDANCE FO N CULVERTS NE10 SSONMLATION go WITH OFTHEMROAO AN WITH SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. SEWERSFGENNERAL NOTES SPECIFICATIONS. ON SHEET 1OZ00. FOR PLASTIC PIPE FOR ALL OTHER FIFE REGULAR BACI(FLL MATERIAL IN MCORDMCE WITH YCTIW 302 OP THE RANI COWID CRUSHED GLASS CONFORMINGTO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY OVER PIPE MD 6" REGULAR BACKFILL MATERIAL, MD 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 GRACE TABLE IS NOT SPECIFICATIONS. APPLICABLE TO STREET CONNECTIONS •ECIFICATwN VDDT XVDOT A T H L BREFERENCEN REFERENCE METHOD OF TREATMENT ` ROM AND BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS ROM AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 SHEET 1 OF 4 REVISION DATE 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 0]/15 10).01 O]/19 VIRGINIA 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 d TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� 0 I G A 4 a. a 4 4 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 1"Xi" NOTE - NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. TEE u O FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2, R- '" IOMPRESSION x 31V MALE PIPE COUPLING PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE INHERE AN IRRIGATION AETER IS NOT PROVIDED. CAST IRON UD GRADE LOCI METI BALL - BOX VALVE INLET & ouTLET) 36" MIN. COF 1 8 BEND COUPLING / -\ 77U^_ CORPORATION STOP '�'?L"av `BRICK AS icy?�?�;`YA NECESSARY SAND OR DUST UNDER BOX AND SETTER , '.•-+.'.i:,.,:.•«':. , ,.., ...,< {. �.. 'Y'+:x+^"J>,r:Ai.: w`.+�. VOOT SPEC. 203, NO. 57 +ITS,=.'ur.-'^� ''�.i+•:'%�: �` AGGREGATE (2-INCH MINIMUM THICKNESS) �.� t;•:1.>',':C;y`,.: .:.FV,"+;.,v `'X``: TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1" METERS) NTS FIG. W-6A pLTH O4P 0 CLINTON W. S FFLET >� Lic. N .54380 �4: 8-12-2022 <v • ON_ �O!1 AL �-.0 n E 0 U N Vi N CZ > E W v E Lu U N �i Q LL 3 p LL TEE W 0 GO ^H LL W L M Qom_ V00 _J - Ln ELI M (n (DW NV W ztT o x Q ? LL U) = N 'Cr =LJ �� c US N L. M d � LO EL' 0 0 [L' 0 W W_ V Q z 0 M TY 0 Am Z 0 a_ (..) LU LU 0 � U) uo 0 W W W '--' LU 2 Z 2 u u ULj OL U1 U) LI] W W W 04 LU DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A rW V � a J O^ L1 r / , > UJ LL I- J o 0 U �U/J'� V / W Q � , ^ �J J N Q 0 z U JOB NO. 48757 SHEET NO. C1,2 C 3 ai N J U C 0 m 3 c a 90 o C7 20Z 20 o 2 c mE_ a w c M I = 0 O c (D O 3 W z„ O 2 a � w o r &_ o .3 6 IXm 2 Y D D � rn X >< o L j elm m 0 MAIM w d 0 E CC EX N 06 a c 2c 10 a 0 oN N a c m N 0 N 0 c 0 nE �� c E F_ L LT CLINT W. TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL BROWNSVILLE RD 30'PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE R/W 6" W NAIL SET 140.57' IL N 85'00' 00"E \ _ _ -680- \ UFOOH — STREET NAME SIGN / i/ / / i i % UFO�OHP— OHP / r1d OH 1(( l/Ill 240 ROUTE MARKER SIGN 111 \� 11 I I I IIIII111111I �I111111111I111111111 I I 1 1 EMOV APPROX. LOCATION OF 1I 1111 III 1 I SHOEOD EX WATERLINE I 111 1j1 1 I11 II I 11 I 1 m I I 1 1 ROD REMOVE / 0I SET WOOD PORCH S E A— O-1 -n \ \ \ \�\ \ \\\ REMOVE � � 1 \\\\ \ \ \\ MANAGED SLOPES (TYP.) 2#STORY C Ill N _ _ FRAME _ IS, CELESTE. W M III 1 \\1I \\\\\\ \\\\ - - - - - - - - F.F.=682.2 - - - 1282-134 m 1 RESIDENTIAL I \\REM DECK REMOVEDEC ADOPT A HIGHWAY SIGN \I l I ( \ \ \ I \ \ \ \ \ _ RELOCATE I \ \ \ o LIFT STATION CONTROL REMOVE 1 I \ \ \ \ \ PANEL AND ALARM _ GREASE / I \ \ \SET PRIVATE LIFT TV0. B. STATION \ \ v ` ROD _ \ `\ UGT= 1fW SET— G BM {ji \ PAINTED BOLT GRATE IN - AELESIGNAL POL \ TOP=667.17 II 668-- FL=663.80- -Ir I \ II II I I I 11 II I I II 1II �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 611W— — NAIL 6"W� _ SET TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: RI RESIDENTIAL APPROX. LOCATION OF --UFO--J --- ---- cnll ry \ EX. WATERLINE -0 OHP / / OH - - - - - - - - - / . /. B _-678_----� ���,� I \ RO 690 / f j/ AI IN - --___- ,_ ----_ - FND / �'�L�Y 0 112 INV=6�6..84 �` \ REMOVE UTILITIES SERVING// EXISTING BUILDINGS (TYP.)// // _ - - �'_\\NAIL �h \ SET TMP 5632NAIL YOSE1�F LC / / i� � i / 4- - \ \ \ / \ \ \ \ \ `\ \ 7 SET DB 45-14 2.14ACRES // /// %� i �'�_-- ED: HIGHWAYCOMMERCIA4 ' j/ - - - \ INV=677.41 N \ II II REMOVE #5713- 1 STORY / REMOVE \ \ s\ \ FRAME F.F.=679.5 #5688 TMP STORY FRAME 0.45 F.F.=669.2 ZONED. HIC 12"W- - UGT— IVE CURB (TYP.) / D / / • // ' REMAINS OF BUILDING / PARCEL 2 1.690 ACRES EXISTING BOUNDARY LINE TO BE VACATED — — —670— - _ J I I — — — — — REMOVE LF.F.=669.4 8 RY E _ -669 oyO ' / �6, - I I I / /// / 1 LANAD,S/LOPES (TYP.) � ' - ^ I I l I I \ // I1 / / / I � I I IIII \ / NAIL //////// SET INV=656.9� / / REMOVE HEADWXLL &/ / I I \ ` / / STOP SIGN W/HEAPS / // \ /</ -PORTION-Of PIKE / REMOV EXISTING SIGNS ( -I I- - - - - - - EOP - --670— — — — I Fv _ _ -671- ROCKFISH GAP TPKE CDR ESPONDING UTILITIES). I i RETURN TO OWNER. / WAYFINDING SIGN '� \ U.S. ROUTE 250 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 >� Lic. N 54380 4� 8-12-2022 <v;: i;S9011 AL am O ce c9 z 0 a c.l U) Lu 0 ti ti ti 0 W W W 000 888 L222 R a Ln U) U-) � � C4 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 O (7 W > C6 J o (f) Lu u z w O Q F� Iw L N m J Q 0 0C 0 U ,U V z 1, ^ V / H� X W JOB NO. 48757 SHEET NO. E. 0 L SCALE V=20' 0 20' 40' AM I II I I � II i I I I � LEGEND 4 ° DA t 4 CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT 664LT00 #0��� +tlf'A OF ••. CLINT W. S FFLET >� Lic. N 54380 �4: 8-12-2022 <v • TMP 56-32A o E I TMP 56 HAYDEN, KAREN HEAVY DUTY ASPHALT N UU DB 5117-193, DB 3524-59 (PLAT) c I FRETWELL, JAMES G & MEGAN ZONED: Rl RESIDENTIAL > E I DB 5235-26 DB 1509 PG 126 (PLAT) _ E I ZONED: R1 RESIDENTIAL v w ; I ACSA o LL o 3 w 0 m APPROX. LOCATION OF WATERLINE a _3 V Co z I I BROWNSVILLE RD EXIST. 6" WATERLINE EASEMENT PROPOSED 15' PUBLIC .�. o N z RIGHT-OF-WAY DEDICATION / U W ry a_ 30' PRESCRIPTIVE STATE RTE. 751 — / > 00 'm P I EASEMENT (TYP.) EXISTING 30' PRESCRIPTIV€ •Ry�V BOUNDARY LINE z 12 I s'w—Is' s••�y s..�y—s'w----s'w-----6••�y MORBECKTRUST �_ a LLLu — 6' W — — 1" CORP TMP 56-35G 3 O > >< UV) I STOP 6" TS&V TEMPORARY FHA \ DB 5117-193; DB 3524-59 (PLAT) x v ry z 2 2 2 ZONED: R1 RESIDENTIAL x a 0 w W W CONSTRUCTION NV=677.41 F I EASEMENT r I I \ / o ry W Bea D I 1" WATER DOUBLE CHECK APPROX. LOCATION OF M U U U METER VALVE VAULT — —UFO— ii \ EX WATERLINE / 00 I — UFO— I — ;OHP OH OHP OH \ \ 888 UFp OHP— 08 10'BUILDING SETBACK Q� ct� ct STRET NAME SIGN UFO OHP _ _ _ y CONIC. PAD FOR �� HVAC EQUIPMENT \ _ INV=676.87 \ _-- I pHP I MAINTAIN CONNECTION FROM FDC \ Lu L 1" DOMESTIC HYDRANT TO FDC FREE OF \ \ �\ pHP ` WATER SERVICE OBSTRUCTIONS, INCLUDING 6.5' \ F CONIC. PAD FOR FENCING AND VEGETATION \ \ \ \ o N N N 240 ROU E�ARKjR SIGN 6" FIRELINE \ > w rr,r, HVAC EQUIPMENT ,' \ \ w F u� o. N Q 00 0 I I I ,.�.....33.......\z � ............ O \ �DATE I Io ° .�..... (.7............ '........ '.... ...SIGHTDISTANCE R233' APPROX. LO AiON OF EASEMENT \ 21212022 EX. On . . . .... } DRAWN BY .'.'.'.'. .'.'.'.'.'.'.' .'.'.'I�.'.'.'. .'.'.'.'.'.'.' II m I R3TYP. TYP:'''''' \ APPROX. LOCATIO K. FLYNN RT I (2) EX MAILBOXES I I Z I LOADING BAY, I ��"-.'. \ I • DESIGNED BY G� I I cn 135.5' APPROX. 40'x40' I 38 --- C. SHIFFLETT m I -------- --- R215' ZIY • I I 0 I ° �_�-�-_ 9' TYP. R3' \ O Q I • CHECKED BY I —I 225.5' I -�'� R185' mIW I I C. SHIFFLETT Ill C N I �_\ I o' N • 56-16 W m ; I R10' \ I • SCALE CELESTE. I R3' TYP. !82-134 C)m DI — `\- \ R25' ill= 20' RESIDENTIAL I N jCjil I 6.46' R185' \ 30' I , � I RELOCATED LIFT I I CG- .. \� VDOT CG-11 STATION CONTROL MOVEABLE DUMPSTER 1 P� I CONCRETE • / TO BE LOCATED INSIDE A OPT A HIGHWAY SIGN PANEL & ALARM LOADING BAY WHEEL STOP _ \ 1 TIE TO EXIST. LIFT STATION (TYP-) VDOT STD. CG-12 / \ SEAT WALL, SEE AT EXISTING INVERT \ I I CURB RAMP R215' TMP 56-34 I G LANDSCAPE PLANS (2) BUILDING -MOUNTED S A DAVID JAMES HARR JR. G2� I I SAAL N. SEWER ADA SIGNS \ I DB 4802-81; DB 2962-712 (PLAT) I I LATERR25' ZONED: Rl RESIDENTIAL \ am I CLEAN OUT I I 3 (TYP.) 1 "STOP" SIGN, I / RAILING & I / R1-1 RETAINING WALL, I �— PROPOSED PUBLIC 65MAX. HEIGHT a 10'BUILDING SETBACK RIGHT-OF-WAY DEDICATION PROPOSED �— Ev W 1 2 RIGHT-OF-WAY ATELIFT -- \ \ F / I \ DEDICATION TV STATION ST(bPSIGN O Q V � I \ 1,199 SF v J — 12...W�_ 12"W = — — TV— _� -2"\ — — — 12" W — — — — — 12 — — Q CL I —UGT— — — — UGT— — TV — UGT— — \ —W — — — 12" W — — z — — GRATE INL O 0 _ _ _ SOP. � f— .. v I� I ____ . a, T� 66Z1Z .11— X-d6p FUTURE COUNTY ROCKFISH GAP TPKE ADDITION: 10' _ _ > J / I FL=663.60 II DRAINAGE I \ DITCH (TYP.) U.S. ROUTE 250 ASPHALT SHARED 11 • — • — • — • — • — • — • — • — �N4 DI RN OCATE EXISTING v' } 1— 4 I I I TEMPORARY VARIABLE WIDTH R/W USE PATH i i WAYFINDING SIGN z — CONSTRUCTION ca w 0 -------- II EASEMENT FII U Q III V /Lu III II J z �I Q aolII ----------------------------------- LL.I III II w U) z < II— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — co — — — — — — — — — — — — — — II Q \ / STORM CULVERT �� STORM CULVERT O D -- -- --71 — U r \ II — — — — — — — — — — — — II — — — INV=651.63 U � INV=654.14 D J / I 00 / I III � I I 1 / I I / ` I 1 _ NOTE: I KNOX BOX REQUIRED, COORDINATE WITH SCALE 1"=20' 1oe No. FIRE MARSHAL'S OFFICE FOR LOCATION. I I I I 0 20' 40' 48757 I I 1SHEET 1 I C4 NO L LT CLINT W. 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'PRESCRIPTA/l€{I Pd 'W __--6"W— I6" I�IT 6" W — UFO ' OHF OHP UFO OHP— / , OHP�_ LL1 ED DlT6FI TY7 680 STREkT NAME SIGN / // i i , UFO OHP-- , P 6 _ to Ill f� I OHP 240 ROU E MARKER SIGN a` II II1111 I ' II 1111 11IIIIIIIIII 8 I V�11 1 11 111� I I tt 1 1 1 O APPROX. LO AT�ON OF 111 1111 1 I �O� EX T RLINE I \I 11 11111 0� / I I3-STORY BUILDIN I m 11 1 W/ PARTIAL BASEM I I 11 ;rn� 1 h FIFE = 674.50 / I 0 FFE=674.50' - - -- � M14NAGED SLOPES, P) ICON 402 ' 1P 56-16 W m , \\ \ \\\I \ \ - - 1D' 2RIVATE IS, CELESTE. I �— I II \\ \ \ \ \ \ I DRAINAGE - - 1282-134 fll D \ \ \ \ \ EASEMENT '1 RESIDENTIAL I N jnl I \ \\ 1 \ \ \ \ 1 A OPT A HIGHWAY SIGN \l l l 1 \\ TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLA7) ZONED: R1 RESIDENTIAL TMP 56-35G � MORBECK TRUST DB 5117-193; DB 3524-59 (PLA7) INV=677.41 N \ ZONED: RI RESIDENTIAL II I I APPROX LOCATION OF EX WATERLINE / ---- -- -_OilTc A / - - - 207 67 — 672.69' INV=6'l , ' rC �67 206Lp \ �� 14— \ y / I TC \TC T NT TC-BC 673.31' \\ 4>\ I\ \ APPROX. PROX LOCA 674.50' .43'\1 I (2) EX. MAILBOX 6"=PE ROOF LEADER, C I N�AINAGE 21MIN.COVER, 1%MN674.63' EASEMEi SLOPE,,TYP. ' / I I — - — - — - -------�__ / 1 674 FFE-67�4.50' 203 I I I d" kc / II // /'11 16 3.91'I TC-BC 1202 I 1 I I `'�� 1 I675.28' _ _ 674I I I — 1 FFE=674.50'50' ,' ' ITc- TC 1 674.32' n 673.55; _ 69' < \ 1 \ \ 673.72' I \ 1 i \ \ �/ - - - ,----- - -- - FFE--674.50' / — — 671� 67v29' — — — — — TW"74.2 670 I _ - BW 668.22' BW nERR BW 6¢6.31' aro w 6" w APPROX. LOCATION OF EXIST. 6" WATERLINE 6' w EXISTING BOUNDARY LINE 6"w—-- 677 i —157 Otto I \ 66T — UGT— — — — UGT— — TV — UGT— — - GRATE INL -' — / TQe 667sz .l l8 . x9p — ' — ' — ' — ' — ROCKFISH GAP TPKE FL =663.E0- /I I - \ U.S. ROUTE 250 l l TMP 56-34 TC-Be 1 / �/1 DAVID JAMES HARR JR. �3.75' ,675' _ ' DB 4802-81; DB 2962-712 (PLA z' TC-BC , - I 665' 1 \ 674.14' / I ZONED: RI RESIDENTIAL 673.64 MANAGED,S'LOPES (TYP.) II 6,68 STORMWATER ' Tq / 101 I 669 , / I MAINTENANCE EASEMENT \ 20' V1(IDE GRAS- EMERGENCY LWAY, _ / S4P SIGN -- - - - -- /// /</ =_-- _ ELE-V,=67a5o /<< ---/ -670 - - _- - - - - - - - GRASS -LINED DITCH TYP VARIABLE WIDTH R/W 11 / 100 / II ccS �I 00I �II II / I I STORM CULVERT / II - -\ / INV=651.63 U / 1 1 1 II 1 I 1 I � 1 1 1 11 1 Ell �NAYFMDING- GN— \ I caill it roll II I II III — — — — — — — — — — — — — — — — — — — — — — — — — - I II 11 STORM CULVERT II II II - -- -- -- -71 INV=654.14 U SCALE 1"=20' 0 20' 40' S FFLET >� Lic. N 54380 4� 8-12-2022 <v;: 0;SYO!1 AL M E 0 o N � N = > E w v E w w 3 Q LL 3 p LL w o m 0 W L M Q� j UJ2 JM — uj (7W NV W M I. 3:o x oa =LL ti = N =v>� F _ Y � N 00 W M AM z O a u U In Lu 1-�� O u, u, w ) 000 888 L a a Ln U) U-) � � C4 F DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' z Lu a W cj� a OZQ > } I —I LL z w O 0 ( v , 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. l%, S FFLET > Lic. N 54. �4: 77rr U 8-12-2022 <v; #04010 AL 00#� sit,; M E 0 0 M u N � N 0 > E w a E w w 3 Q LL o 3 p LL - wO `mom Lu V2 Z a —u O 00 rn C7 W ry V (L w 30'x U) w � Q v O i 0 ry Z m >>m O www ~ .rnU). w M > B e a a� o w 2 2 2 888 Q� ct� C4 a a a M O W W W x )n )n )n (D >>; 0 C4 x F p N N N STA 10+29.35 N N w TOP 66641 2 "' F o N INV IN 667.21 (3-2) u p INV OUT 667.21 (2-1) 3 STA 10+39.35 Z o 0 0 STA 10+19.3T TOP 670.57 TOP 668.0INV IN 668.44 (BLDG-3) INV OUT 668.44 (3-2) > DATE 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 • C. SHIFFLETT TIE TO EXIST. SANITARY SCALE SEWER LIFT STATION AT • EXISTING INVERT. 1 "=50' LOCATE AND CONTRACTOR TO CONNECT TO VERIFY EXIST. INVERT WATEEXIST. WATERLINE ELEVATION. • LOCATE AND CONNECTTO EXIST. 6" WATERLINE 0 r�.0 V Q UJ 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 U 0 5 JOB NO. 0 48757 0 50 PROFILE SCALE SHEET NO. C7.1 680 680 675 PROPOSE BUILDING 675 670 1" TYPE K WATERLI OPPER E 670 665 665 co L PROPOSED 680 BUILDING 680 675 675 6" CLAS 52 DI FIRELIN 670 670 665 665 675 675 670 670 LDG-3 665 .21 OF 665 10.00% 1-EX 1 3- 19.35' O 10 00' OF 4" PVC 4" PVC 660 @ 10.00 (c� 12.30% 660 2-1 10. 0' OF 4 PVC 1 .00°k 655 655 TIE TO EXIST. STA 10+07.37 RRn LOW POINT STA 10+68.72 FACE OF BUILDING STA 11-99.85 RRn I\ \ \ 675 675 1.06°/u 670 — 670 PR POSED G DE 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 I I co I I ~ I C I r• I I ti I I I II II I I I I I I II I I I I I I I I I I I I I I I I I I I I I I I I r EIGHT OF OBJECT = 3.5' SDL - 120.88' = 155' ALONG VEHICLE PATH OF TRAVEL RR.ri RRE EIGHT OF EYE = 3.5' i 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 I U� J \ 1 IL \ �\ I ..\ oI I 1 1 1 1 \ f / / co ro - / SIGHT DISTANCE EASEMENT / 674 T ' so _ 0 / <I I II II / NOTE; BROWNSVILLE RD DESIGN SPEED = 25 MPH 0 50 PROFILE SCALE SCALE 1 "=20' 0 20' 40' % j hLT If OF po., CLINT W. S FFLET >: Lic. N 54380 4� 8-12-2022 <v;: 0;SYO!1 AL M E 0 0 u N � N C > E w v E u w 3 Q LL o 3 p LL — wo `mom O W L a� UJ2 W J —N .. rn � N (� W Ul � Z F = x oa =LL Ln _ N Fv> �Lri 0 N W M O W � H- AM z O a_ u U In LU O L" U-1 I O u, u, w 000 2 2 2 888 L a a O O O W W W W W W LU DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLETT SCALE 1 "=50' W I --I 0 W cj� cD a �LU Q U 0zz z V / i I-- V � 1L Z H1 J o 0 w U U) LLJ z V L U m Q vI ,,�/^� O U Q W I —I 0 JOB NO. 48757 SHEET NO. C7.2 0 c a i L PLANT KEY TREES BOTANICAL NAME �p LTH OF Lj ACE BUE ACER BUERGERIANUM NYS SYL NYSSA SYLVATICA �V=� PLA OCC PLATANUS OCCIDENTALIS U SCOTT W. WILEY QUE PHE QUERCUS PHELLOS No. 1629 QUE RUB QUERCUS RUBRA 0511212022�V EVERGREEN TREE BOTANICAL NAME sCAl'E �S ILE SAT ILEX OPACA'SATYR HILL' FLOWERING TREES BOTANICAL NAME o E u AME BBB AMELANCHIER ARBOREA'AUTUMN BRILLIANCE' N c CAR CAR CARPINUS CAROLINIANA > E - - - - - - - _ CER FOR CERCIS CANADENSIS °FOREST PANSY' TM "' E N COR FLO CORNUS FLORIDA ¢ Uum o 3 MAG SWE MAGNOLIA VIRGINIANA o U. 0 w O m j V oMo Z w -N O _ - - - SHRUBS BOTANICAL NAME a tv (N N a CAL KAR CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' Z F w rJ- � I �p=x U) COP OCC CEPHALANTHUS OCCIDENTALIS da j LL w 0 ILE BUR ILEX CORNUTA'BURFORDII NANA' o i Z I ILE HOO ILEX CRENATA'HOOGENDORN' _ a I ILE GLA ILEX GLABRA E I ILE WIN ILEX VERTICILLATA w 0 0 0 ITE NLA ITEA VIRGINICA'LITTLE HENRY' j j j NOTE: / MAH BEA MAHONIA BEALEI O O O � -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM U U U THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MIS MOR MISCANTHUS SINENSIS WORNING LIGHT' ix ct� 04 I aaa B R O W N S V I L L E R O A D / VINE BOTANICAL NAME p 222 I I EXISTING _Ln U) Uri ----- . I — _ - - - - � � BOUNDARYLINE / GEL CAR GELSEMIUM SEMPERVIRENS � -- -----6„w---(4)ACEBUE I L I 6'r PIP v s^w 6,w — _6„� _ Rn, 0 � � 04 6" W — - - - NAIL 15 MAH B NAIL --------- =NC. _ SET ( ) END. SET (13) ILE SAT ( ) I (2) QUE PHE GROUND COVERS BOTANICAL NAME 0 N � N EA N89°59'30"E 2 0.80' _ _ (11) ILE WIN CAR PYL CARER PENSYLVANICA W w o ry (10) ILE BURS _ r - - - - - - - - NAIL N85°00'00"E �� I (5) CER FOR EOP (1) MAG SWE_ (14) ILE GLA� AQ/ CAR STR CAREX STRICTA u p SET - �� T - (8) ILE SAT ILE BUR a Q Q Q '� O - vl ECH FUR ECHINACEA PURPUREA z0 - - - - - - _ \ CA HYPERICUM CALYCINUM � DATE -680 HYP L _ , - �� - _ - -_ p • T - off a \ - - - - \ _ - - - _ -LIR BIG LIRIOPE MUSCARI'BIG BLUE' 5 21212022 I - / ,�/ _ __ _ � j _ _ � � I � � RUD AMP RUDBECKIA AMPLEXICAULIS O EXISTING ATION r j / / i i / j P;- .- - - �80- • • \ f _ 4_ - - �° \ - SED AUT SEDUM X'AUTUMN JOY' } DRAWN BY 'VEGETATION I TO REMAIN O�/ M. RaCHNER \ 1 P OHP / ( / / / / / (15) ILE BUR � / - _ � 61 _ • �w� ` � Ot' � � DESIGNED BY y \ _ NAIL �h' o 68 / / ----- �� �` SET F.HANCOCK (6) ITE NLA _ �(6) MAG SWE A NAIL CHECKED BY I T I IIII 11 I II I I • / / / , 14- ` \ (5) NYS SYL,; SET • F. HANCOCK -6 i _ • V A SCALE 11111�11111 ;I • �O / / ice' ��_ v �� �� \ �� 1"=20' I p I I I I I I I ROD • 674 v w� (57) HYP CAL Iv / SET II SET �/ / (28) ILE WIN[ I / 0 vvvvIv — — — - — PROPOSED 3-STORY (41)HYPCAL (2) NYS SYL �� �6 <vv SELF -STORAGE BUILDING �' - vQ \ \ \ \ \ \ • �� r / I I (41) HYP CAL (105) RUD AMP II rn IL (2) QUE PHE ' , 61 q v v v Av __ •-- / / - I I I I I / Z II Ivy vv v\ zl- (1) QUE PHE 69 ILu V�c V A A V • 7� V r�6 I I / V 0 o� :• / )f � � (36) MIS MOR, I / I \ / �, I N (6) AME BBB ' \ _ I I / / yr - - - Q / (44) ECH PUR- / Q 7 5 QUE RUB c / // - o IL Z Z O , v v � : (sa) cAR STR- � � s6 ° , I z / (3) CAR CAR, - (52) RUD AMP \ V A A v �''<� < �� i� / / i / I , 667 (30) ITE NLA TP �. < - - % /� / // // i / �68 v - - v V V` �� •��.a' a mmM""+mN�pm® 'm •m 6� '� V % / / A \ } W Roo .z I \SE / --- S - -- - • - \ y/, NAIL \ �� \ \` LLJ U I �� 2),_ _ - - __ / • • v / / , SET v v J ) � v TV P.B. I` .ROD ••�,y, ® 1�1�1�r�-IC - 1ZrW _ - _\ \ - - - - - / \\ - - - m UGT _ _It _1Zw= — — 12„ \ �2.•Vy- — 12 N Q 5) SED AUT - - - _ - - - - - - - - - / l _ _ _ _ __ _ _— — — —— _ _ O R 36 CAL KAR I - EOP `(29) ECH PUR (45) LIR BIG / ( ) - - -- - - - - - - - I 41 LIR BIG (30) ECH PUR ' (102) CAR PYL r _ • _ • — • — • '`? \ ( ) (79) ILE HOO y —/ — v (60) CAR PYL (34) CAR STR (57) CAR PYL (19) GEL CAR (52) SED AUT / (ILE (OCC I I (6)6) OC COP OCC (7) 7) COP OCC _ (37) SED ALIT(13) ILE BUR (15) COR FLO -- (45) CAR PYL R O C K F I S H GA P T U R N P I K E (22) ECH PUR III — — — _ _ _ — it — — — — — — — — — — — — — _ _ _ _ _ — — — — — — II ce) I Z LI SCALE 1"=20' JOB NO. I 1 � 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 Item% shall he shown on the Plan: ® T reca to besaved: ® Limits of cleuring (outside dripline of trees to he saved): ® t.ocation and type of pmttativc Icncing: 0 Grade changes requiring Ina wells or walls: ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees to be saved sholl 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 tralltc and stomge of constmction materials including Vol shall not he permitted within the driplines of lmes 3 2x2 HARDWOO to be saved. 2'-6" MIN BELOW STAKE SHALL BE 5. Sall Erosion and Stormwsler Detention Devices: ® Such devices shalt not adve'sets affect teas to he saved MIN. 18" OUT FIR, AND OUTSIDE OF 6 Fires. ® Fires an, not penmitted %s ithin 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. ROOTFLARE SHALL I ® 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 be 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 tree wall shall be provided; and a construction detail submitted for approval. IL Trenching and Turoadlag: la When trenching is required within the limits of clearing, it shall be done as far away from the trunks of uee% as possible. Tunneling 1:1 SLOPE Oi' under a large tree shall be considered a% 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 rcnnrved during the final cleanup. rLERSIGITATURE PLACE RO( ged Trees: amaged Imes 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. / -7 (Dal 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 TC 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 66 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 36 MISCANTHUS SINENSIS WORNING LIGHT' MORNING LIGHT EULALIA GRASS 24" HT./SPRD. 48" G.C. VINE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT I SPACING GEL CAR 119 1 GELSEMIUM SEMPERVIRENS JESSAMINE ESPALIER 1 GAL. I CONTAINER 48" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR PYL 264 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 4" POT CONTAINER 18" O.C. CAR STIR 118 CAREX STRICTA TUSSOCK SEDGE 4" POT CONTAINER 18" O.C. ECH PUR 125 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 86 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 4" POT I CONTAINER 18" O.C. RUD AMP 157 1 RUDBECKIA AMPLEXICAULIS BLACK-EYED SUSAN 4" POT I CONTAINER 18" O.C. SED AUT 1124 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 12 PARKING SPACES 12/10 = 1.2 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. SCOTT W. WILEY No. 1629 1 0,5// 2/2022, 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 b.0 b.0 + 0.0 b.0 b.0 b.0 0.0 b.0 Ib 0 b.0 b.0 b.0 b.0 b.0 a.0 b.0 b.0 b.0 0.o 0.o 0.o 0.o 0.o 0.o 0.0 o.0 o.0 0.0 o.0 o.0 o.0 o.0 o.0 o.o 0.o 0.0 o.0 o.0 o.0 o.0 o.0 o.0 0.0 OMOREINITIALLUMENSSHALLBEAFULLCUTOFFLUMINAIREANDSHALLBE .0 0.0 0.0 0.0 0.0 0.0 0.0 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"=21Y / I 1 RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. I 0 20' 40' I 2. MAXIMUM POLE FIXTURE HEIGHT IGHT IS 20' - INCLUDING BASE. I I Luminaire Schedule Symbol Qty Label LLF Luminaire [MANUFACI Description Lumens 2 P 1.000 23812 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-M-80LED-700mA-30K 2 W 1.000 16146 U.S. ARCHITECTURAL LIGHTING RZR-WM3-PLED-IV-FT-60LE D-700mA-30K SCOTT W. WILEY No. 1629 08/ l 2/2022,� M E 0 0 U N � N 0 > E w v E w w 3 Q LL o 3 p LL w0 O W L M a_j U00 W J -N .. (7W NV U Z F ) X oa =LL _ N N F a 0� EO1 N W M 250j z O a_ U U LU LU 1-�� O LU LU w o00 UUU L R a Ln U) � � � C4 LU DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' U LU I --I W z_ 0(.90 V/ > 0 LL _ J � W° �/� U Q V/ w � Q Q W � w N m U J paz U � W I-[ JOB NO. 48757 SHEET NO. L3.0 L Submitted by Lighting Virginia -Central Catalog Number: Type: B.A9, Job Name: SNS-2040-11-AB-DM19 LIGHTING Crozet Self -Storage HIS 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 mil. iA AMa cm 1IZa TABLE Per DATE 5Y RENSION DESCRIPTION 2SOU S.IIIIIH]N, SUITE MG PROJECT NAME: NO NUMBER: DATE: Foi ar FORT WORTHAlAmerkmhTX ]6109 101112 BM BIT-9243652P cxxR xr 61]-92J-7069 FAX ouort xuuew: .T mr: /p,,_� uuwxc uuxBEn. NTS CKR I�/LC ••CONFIDENTIAL•° pESCRIPTIDN: SQUARE STRAIGHT STEEL ANCHOR BASE MIX 4.0" x 11 GA Nil sNs-2oro-tl-AB Submitted On: Nov 5, 2021 1/1 Index Page ❑ T2DR (2.38" DD X 4- TALL) ❑TzsR (zee• DD x a• TALL) 8.00--9.00" LT CIRCLE ❑T30R (3.50" 00 % 6" TALL) ❑ DM19 zm 8.25" 90' 270' SQR 40'.88"0 ❑ DM28 w° z]o ❑ DM29 -zm - SLOTTED BOLT HOLE (X4) ❑ DM39 m° nc FATIGUE RESISTANT I I ❑ DM49 m° np BELL SHAPED I BASE / 1 LtlE WNLME M O (9N1.1nKK 75"� DETAIL 3 POLE TOP DETAIL 1 BASE PLATE 1~.75" A"M10R e9a,ex^ures ABT-085-4 MANUFACNRER TO CUT DOWN T01J.5 � HEX NUT & WITH 30'CONCRETE BABE BY OTHERS WASHER (%2) I FOR OVERALL HEIGHT OF 20' A.B. 17.00" PROJECTION PAINTED TO MATCH LUMINAIRE 4.00• DMiB: DRILLED FOR GINGLE LUMINAIRE A IFFCCCFFFJJJ///--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 EOITON. 4 FABRICARON MEETS RISC AMERICAN INSTITUTE a STEEL COIISTRUCTON QUALITY CERRFlCAnON. ( ) 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)NWARON p�.VIER: NSIWBI MR[ NBFA90NE SEVERE E10UCH N 01Uff DAMAGE CAN OCCASLNALLY OW1R IN STRUCTURES O ALL M6 RGUff THEY HE INWMP]I BY nANY INRRACIING VARI3%ES, NBRAMNE IA Q]IEPPIIY UNPREDICTABLE. ME USERS MAINTENANCE PRttAIw SINK INDUOE OBSFAVAPM FOR DCF39Lf NBRAPM NB EM9IMRM FDi MY SIAUCNAN DAMAGE. P1P WARRANTY IXOUIXS FAnfll[ FHW(E tR EIMIIAP PHENOMENA RLWLnxc TURN 11DIcm NIRAnoN, HARMONIC D9DUAnon ow RE4NAN0 AsmuAlm wlx uDNMxT a MR GIWEIIs aRlxwD IN PULL LOADING DATA MATERIAL DATA Gssmx cRI1FRIA: COMMERCIAL STANDARD COMPONENT ASTM wnR sEED�mPn) uw 80 90 t00 110 120 t30 t40 t5O POLE SHAFT A500 GR. B EPA FT' 9.fi 3.5 2.0 0.8 - - WEIGHT (DUE) 240 t6] 150- BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.S$ TBD MISC. STEEL A36 POLE DIMENSION DATA TYPE DESIGN POLE LENGTH (FT) BASE DIA. (IN) TOP DIA. (IN) GAUGE OR THK (IN) WEIGHT (LBS) SINS-20-40-tt-AB 20 a.00 4.00 11-GA (.1198'j ta0 DETAIL GENERAL NOTES pPAv, ion Name: LIGHTING Crozet Self -Storage VIRGINIA Architect: TIMMONS B•NNEI" II-M-80LED-700MA-WW- 9-T BAZARSERIES -LED PROJECT TYPE: 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 <:.002') to facilitate thermal transfer of hi to housing and cooling fins. Solid baffler wall separates optical and electrical comparhnents.The 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 Emitters (LED's) are armyed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by 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 -reflector inside the refractor redirects 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 an aluminum finone Panel, or group of Panels Ina Iumininalre, have the sameeoptic optical pattern. LED refractors produce standard Site/area distributions. Panels are A field replaceable and field rotatable in 90°Increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a RZR-G B minimum operating temperature of-40°F/.40°C.Driver(s)Is/am UL and recognized and mounted directly against the Electrical T c Housing to facilitate thermal Transfer, held down by universal clamps to facilitate easy yr0no ptical terminal blocks facilitate i whing between The driver and optical arrays. Drivers accept an surge of 120on. Lu 50/60Hz or 347Vd80V surge protector e In .- loV J HZ dimmable driver is standard. Driver has a minimum of 3KV Internal surge protection. Lumintio supplied with 20KV surge protectorfor RZR, RZRM &RZR-MAP• A field accessible Installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 350mA to 1050mA. 70CRI Minimum, LED's are available In B ~ standard Neutral White(4000K), or optional Cool White(5000K) or RZR & RZRM C � T Warm WhIm(3000K).Consul} Factory for other LED options. T D AMBER LED's PCA (Phosphor Converted Amber)LED'san utilize phosphors to create color outputsimilarban bandwidth. UPS lamps have LED's utilize RZR-MAP' c o m 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 at 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. FNs standard 2 3/8' O.D. FIXTURE A B 0 D RZR-0 16• EBImm 36..6• PDmm a• Idnm r RJ _ RZR 14.75' AB,m ]1Avn m^m 16s..,, RZRM 11.5• 'Aden xs• 64Mn x.a• 6fmm a.zs• 161mm RZR-MAF is- MUSS' z.a• 4• horizontal tenon. Two (2) straps with two (2) bolts each encircle •DLc PENDING As of 7119 the lower half of the tenon. Upper half of The tenon rests on self -centering steps that position the angle of the Iuminalre at 0°, +1.5°,+1.5 or +3° up from the horizontal. All hardware Is stainless ���� steel. c �L US IFJRy a" � O 2020248 ® U.S.ARCHITECTURAL U.S. Architectural Lighting ___® bmitted On: Nov Submitted b Li Min Virginia -Central Catalog Number: RZR-PLED-III-M-80LED-700MA-WW- Type: pPAN, Job Name: LIGHTING Crozet Self -Storage XX-RAL-8019-T P VIRGINIA Architect: TIMMONS Notes: 'B•NNE1'" LV - CENTRAL21-35536 BAZAR SERIES -LED WALLMOUNT PLIED*MODULES IS RaFO E.PA.=0.76 RZR E.P.A=0.67 CAST ALUMINUM ARM AND WALL Available in Availablein: BRACKET ASSEMBLY PROVIDED WITH 120 LED Module Max 80 LED Module Max 80 LED Module BUILT IN GASKETED WIREACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 120 LED Module WALL PLATE POLE DRILLING TEMPLATE s Do ..m 7 Sir ppfn6 nA0rm1 1 FOR RLLM WIREWAY Fqi@ •a�T 0A• sRu-o R�IIM E.PA..0.65 AvailDdein: 48 LFDMotlule Max 48 LED Module �a5a� 5B•ADIw nslxMr6 (4)MIES ,406'DIA.a .N (3) HOLES at,; ...A,{nrYPn, e..,.mn1-•, RZR/PLED4V/801ED-700mA/CW/277/RAL-8019-S • • MODEL OPTICS LED MODE VOLTAGE FIFNISH OPTIONS NO. LEOR DRIVE CURRENT COLOR STANDARD R@C TEMP-CCT TEXNRED FINISH ❑ RiRG ❑ TYPE II ❑ 12OLED ❑ 350mA ❑ 120 ❑ BLACK ❑ HIGNLOW DIMMING FOR PUIHI....... ® RA1,900.i7 H DMREDSWRCHNGOR ❑ SOLED D 525mA ❑ me NOMBEGAATED MOTION ❑PUE4HFR.IT frow Ra.. ® CW( ❑WHITE SENSOR............ HLSW PIEDWIfR..... ❑ ]OOmA' ❑ TAO PALA00YT ❑ WW (3000K) ❑ INTERNAL El TYPE IIMmMN ILWMIN4TOR ❑ 1ONI ❑277 WNPULT FAddry 0 GREY HOUSE SIDE SI ... HSPLED ❑R]R PIED4A4..... MI-FRIEDmas ❑347 RAIL-71i ❑pROTO CELL +VOLTAGE ❑ Rom, ❑ SOIED ❑ 460 ❑DARK BROXIIE (EXAMRE:ICI2P�.. PC+V ❑ TYPE III Mal. PIEDWIIH4.....® D 40LED RpLQDT9-T ❑1MSf LOCK PLEASE RECEPTACLE ONLY... TPR ❑TYPE In WADE ® ❑ GREEN RpId T PIEDIIFW AMBER' TWIST LOCK ... SELECT ❑ RxBMGG1x I%rMI RECEPTACLE ONLY ... IPR] Recall ❑ R7RM ❑ TYPE p ( RD CONVEPHOSPHRTED RRACENAA`A` RI PLEpRy,,, .. 4BLED AMBER AMBER PCA Wm -BGG �E'RN�D ❑SINGLE FUSE (120V, 27N, 357V).. BF D O ❑TRUE AMBER' S ❑ OOUNE FUSE PUEM PIEDN-0r..... ❑TRIED Ile ❑TYPE VNIAGRINCHM, i B�0.C'PFHLNRM6 o PLED-VSQN..® s �AWIRMNNoTBRUFE-TTA ❑ STEP ale ManoN SENSOR (1T.ABGRAMMED 50/100) ❑ TYPE V M®. B.MXBDW B4'DAMWxvuW mEwrvuENT MODEFlxABLE ........ MSi211 PUE vd .. 1.AvuIANSIx BWBAIi GUBBENTRON, S GRME ° ❑ REMOTE MOTION SENSOR ❑ TYPE V WIDE CONFIGURICTOR D PURDLY34W.. 0 ................ MSFC10 U.S. Architectural Lighting � iwiom I:GNI, .I © U.S. ARCHITECTURAL Ra® Submitted On: Nov 5, 2021 SITE LIGHTING FIXTURE CUT SHEETS - POLE MOUNT IPAN, AFOD 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 fiat (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 IllSEIM. ELECTRICAL HOUSING Heavycast low copper aluminum A356 alloy; <0.2%co copper) PPe ( Y PP ) Plateaassembly. Minimum wall thickness is .1 r Fixture ed j-box 9 Plate affixes to mounting n the t over a recessed minx 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 enclosed by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, 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 Infection molded H12 acrylic. Each LED refractor Is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a luminaire, have the same optical pattern. LED refractors produce Type II, III, and Type M site/area distributions as Well as 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, 50/60Hz or 347V-48OV, 50.60Hz. (0 - 10V dimmable driver Is standard. Driver has a minimum of 3KV internal surge protection. Luminaire supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 3501 to 1050mi 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 PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to LPS lamps and have a slight output in the blue special 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 140°F. Four step media blast and Iron phosphate pretreatment for protection and pain} adhesion. 400°F bake for maximum hardness and durability. 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