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Home My WebLink AboutSDP202200007 Plan - Revision 2022-06-10,T H TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 05600-00-00-03200 AND 05600-00-00-032AO YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 TOTAL PARCEL AREA: 2.56 ACRES (PARCELS 5600-32 AND 5600-32AO COMBINED) LIMITS OF DISTURBANCE: 1.84 ACRES ZONING: HIGHWAY COMMERCIAL (HC) OVERLAY DISTRICTS: ENTRANCE CORRIDOR STEEP SLOPES - MANAGED MAGISTERIAL DISTRICT: WHITE HALL SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY JENNING STEPHENSON P.C. DATED 1/29/21. VERTICAL DATUM REFERENCE: NAVD 88 UTILITIES: PUBLIC WATER AND SEWER DRAINAGE DISTRICT: STOCKTON CREEK SUPPLY WATERSHED DEEDS & EASEMENTS: D.B. 249 PG.399 - R/W DEDICATION D.B. 3471 PG. 399 - BMP MAINTENANCE AGREEMENT D.B. 249 PG. 399 & D.B. 250 PG. 266 - R/W DEDICATION PLATS: D.B. 300 PG. 348 - EXISTING IMPROVEMENTS AND PROPERTY LINES ZONING SITE REQUIREMENTS: USE CURRENT: COMMERCIAL BUSINESSES PROPOSED: 101,722 SF 3-STORY SELF -STORAGE BUILDING W/ BASEMENT SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE) SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE) BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: BASED ON NUMBER OF STORAGE UNITS P1=0.89*(#OF UNITS / 100) + 2.5 = 0.89 * (750 / 100) + 2.5 = 9.2 BASED ON SQUARE FOOTAGE PZ = 0.07 * (1,000 SF GFA) + 4 = 0.07 * (97) + 4 = 10.8 TOTAL PARKING REQUIRED: 11 SPACES PARKING PROVIDED: 12 SPACES (INCLUDING 2 ADA VAN SPACES) IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.44 ACRES PROPOSED IMPERVIOUS AREA: 1.07 ACRES NEEDED FIRE FLOW PROPOSED BUILDING SQUARE FOOTAGE: 101,722 SF BUILDING CONSTRUCTION TYPE: IIB (SPRINKLED) REQUIRED FLOW BASED ON VA STATEWIDE FIRE PREVENTION CODE, APPENDIX B, TABLES B105.1(2) AND B105.2: 7,000 GPM 7,000 GMP X 0.25 (FOR SPRINKLED BUILDING) = 1,750 GPM SANITARY SEWER AVERAGE DAILY DRY WEATHER SEWAGE FLOW: 53 GPD IN-SERVICE DATE: SUMMER 2023 NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. ZONING NOTES 1. FINAL DESIGN OF THE RETAINING WALLS MUST BE SUBMITTED AND IS SUBJECT TO THE APPROVAL OF THE COUNTY ENGINEER AND THE BUILDING DIVISION PRIOR TO APPROVAL OF THE VSMP APPLICATION. VEHICLE TRIP GENERATION CROZET SELF STORAGE LAND USE ITE CODE AMOUNT UNrTS WEEKDAY A T AM PEAK HOUR PM PEAK HOUR IN OUT TOTAL IN OUT TOTAL Proposed Deveb slant Mini WarChovse 151 90,000 SF 136 5 4 9 / 8 15 TOiA L 1 136 5 4 9 1 7 8 15 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS E911 DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF HEALTH ARCHITECTURAL REVIEW BOARD APPROVAL DATE FINAL SITE PLAN SDP202200007 (INITIAL SITE PLAN SDP202100081) ALBEMARLE COUNTY, VIRGINIA FEBRUARY 2, 2022 '= - _ -_ naaswranio� �m_n welmPrealrnw- r s. nnF3� tea, - _ .,.umn GPrPSP ID9 - _ PROJECT SITE i VICINITY MAP SCALE 111:10001 OWNER: YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 DEVELOPER: MERCHANTS RETAIL PARTNERS, LLC 2801 HIGHWAY 280 SOUTH, SUITE 345 BIRMINGHAM, AL 35223 CONTACT: ANDREW LEWIS PHONE: 205-329-3934 ENGINEER OF RECORD; TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: 434-327-1690 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN IMP96iGN AN PWAQFM III 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 AlbemurleCi llliy Date of Report ServiceAuth�rity Hydrant Flow 8/25!2021 Test Report Location ROCMASHGAPTPKE CROZET Pressure Zone ICrotet Service Ares Date a ad Time of Test 1l/25/2ID2145fidI0 AM NlFnutesof Flaw 2 Pipe Sire(Inches) Pread re Hydrant Static Pressure its" 101.2 Residual Pressure)DSII $4.% lAQ201oopec ❑Q20MMItiplelnflne Hydrants 0020Single Flow O Sprinkler Tes[Single Flow Fbw HVdrant Al 10399 Pita PressureR1(pol 97.3 Yellow 1 0 Test Row I Fbw Hydrant N2 11523 PHot Pressure n o sil ® Yell. 2 ® Test Row 2 Flow Hydrant N3 10097 PI Pressure n(psi) 23.7 Yellow3 ® Teat Rrmr3 gl Total Estimated Flow (gpm) 27161 AWWA Q20 Olculation(gpm) 36 pbtticeinOMbdroRs irtWM�s.ap�e.¢.rrebq�In. a:o�[av:kapmlkrMl.) Hydrants opened all the way. avMrW NUM�rraMlreMawnaMiMlwtliwns� mumW amuHaMkann Ru..w Na•pwttntl �rbBMMY.1 .b tiBNYr-vaaea'.®drNOJn Wsws•ep.rbrt�brda•b®PMak®atlrRY Estimated Consumption(gall 54 2 For,.for.merwdt Signature of Tester: A23 TOTAL NUMBER OF SHEETS: 13 Doss see 17 8' 1 1 I 6ROWNSVILLE ftU \\ \ t 5) � ,3 1 Tess Hydrant 0 ` s 10098 ®r 12- Flow Hydrant nSttv ce Ovnership `.a No k9ery IiG pined a NYln Sery nFeYowreSN \ n4Ms PR`e Caxml.: ncenlm RC34o.mN usnwarre s.ws CSR Wtltt Maln sM1ip - S„Yre 1abr Mom bay Type n P�avra�m m, � aw Flow Hydrant \ sseu '� � SMS 0i61 _�- - swe 1152 i Flow Hydrant 6sy aA� MAI an 1 1; o $.� W Ahemode County Service Authililri 1. npwMam mc�v oimaobyow ampano�,rerm 1 er w'Y.a.oipeuwm. 100 2n'u :CC JW CLINT W. tj S FFLET a r Lie. N . 5135! 4 6-8-2022 �tyi LM a r2 U (n w z 0 W W O O Z Z O O U U as O Q Uj Ln � C4 � Lu o � o DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU (D � a h-I 0z up) / J LU LU O i (n v� O L Q LU LU Ncc w J 0 Q U JOB NO. 48757 SHEET NO. C0.0 �a 0 �O 2 2z n0 o � c F N c w 2- ,o O d 0 O 3 0 n O xx H N `o d L o .3 a m an N an J y 0 O �2 d3 y 0 c 00 � O E Dan O ca D c �73 m 73 �a o c N 0 m re U 0 2 c w c N O C 0 N n o N H E L zl3 LEGEND ROADS SEWER ® �5� EXISTING SANITARY SEWER m STORM PIPE & STRUCTURE N0. F_15�1® DROP INLET & STRUCTURE NO. WATER CURB O CURB & GUTTER BENCH MARK CLEARING LIMITS - - 200 - -- EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION Q PARKING COUNT EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TIN = 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) sf COUNTY OF ALBEMARLE 7'- M Department of Community Development 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. P P g g C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents, 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. GENERALNOTES BLASTING NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. PRESENT DURING CONSTRUCTION OF DAMS. 4. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER 5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY ALBEMARLE COUNTY FIRE PREVENTION NOTES CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL 1. SMOKING SHALL BE PROHIBITED IN AREAS WHERE SMOKING MAKES CONDITIONS A HAZARD AND THESE AREAS SHALL BE AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. DESIGNATED WITH "NO SMOKING" SIGNS PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. PRIOR TO TYING -IN 2. AREAS WHERE SMOKING CAN OCCUR SHALL HAVE APPROPRIATE RECEPTACLES FOR DISCARDED SMOKING MATERIALS PRIVATE STORMWATER PIPES, VIDEO INSPECTION OF EXISTING STORMWATER PIPES IS REQUIRED TO CONFIRM PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE. CONDITION. 3. PER THE VIRGINIA STATEWIDE FIRE PREVENTION CODE, VEHICULAR ACCESS FOR FIREFIGHTING SHALL BE PROVIDED AT 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. ALL CONSTRUCTION AND DEMOLITION SITES. PROVIDE ACCESS TO WITHIN 100' OF TEMPORARY OR PERMANENT FIRE PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT DEPARTMENT CONNECTIONS AND HAVE NO OVERHEAD WIRING OR OTHER OVERHEAD OBSTRUCTIONS LOWER THAN 13'-6". STANDARDS AND SPECIFICATIONS. THIS ACCESS MA BE VIA PERMANENT OR TEMPORARY ROAD, BUT SHALL BE CAPABLE OF SUPPORTING FIRE APPARATUS IN 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING ALL WEATHER CONDITIONS. DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 4. CONTRACTOR SHALL ENSURE THE STREET NUMBERS ARE PLAINLY VISIBLE FROM THE FRONTAGE STREET DURING 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. CONSTRUCTION PER THE VIRGINIA STATEWIDE FIRE CODE. 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 5. AN APPROVED WATER SUPPLY FOR FIREFIGHTING OPERATIONS SHALL BE IN PLACE AND AVAILABLE AS SOON AS 13. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE COMBUSTIBLE MATERIALS ARRIVE ON SITE. RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL 6. WASTE AND COMBUSTIBLE DEBRIS SHALL BE REMOVED FROM THE BUILDING AT THE END OF EACH DAY AND DISPOSED OF ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. THE ENGINEER. 7. FIRE EXTINGUISHERS SHALL BE PROVIDED, ON ALL FLOOR LEVELS WHERE COMBUSTIBLE MATERIALS HAVE ACCUMULATED 14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF (WITH NOT LESS THAN ONE APPROVED FIRE EXTINGUISHER AT EACH STAIRWELL), IN EVERY STORAGE AND CONSTRUCTION CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT SHED, AND IN AREAS OF SPECIAL HAZARDS, SUCH AS WHERE FLAMMABLE AND COMBUSTIBLE LIQUIDS ARE STORED OR FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT USED, IN ACCORDANCE WITH THE VIRGINIA STATEWIDE FIRE CODE. SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE 8. OPERATIONS INVOLVING THE USE OF CUTTING AND WELDING SHALL COMPLY WITH THE VIRGINIA STATEWIDE FIRE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE PREVENTION CODE AND SHALL REQUIRE A PERMIT FROM THE ALBEMARLE COUNTY FIRE MARSHAL'S OFFICE. DEVELOPMENT. 15. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 16. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 17. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 18. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 19. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 20. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 21. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 22. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 23. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 24. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 25. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 26. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 27. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 28. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 29. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 30. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN, AND ICC/ANSI Al17.1-03. 31. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 32. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 33. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY. 34. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 35. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. ACCESSIBLE PARKING SPACES, ACCESS AISLES, AND ACCESSIBLE ROUTE SHALL BE INSTALLED IN ACCORDANCE WITH ICC ANSI Al17.1-09 AND THE 2015 VIRGINIA CONSTRUCTION CODE. 36. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 37. BUILDINGS OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A DEMOLITION PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH FROM ALBEMARLE COUNTY AND VDOLI. CONTACT VDOLI FOR THEIR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS AT 540-562-3580 x131. 38. ALL WATER, SEWER, AND FIRE LINES REQUIRE NEW INSPECTION AND TESTING PROCEDURES. THE ACSA PERFORMS ANY TESTING AND INSPECTIONS OF THE PUBLIC SEWER AND WATER MAIN(S). THE ALBEMARLE COUNTY BUILDING INSPECTIONS DEPARTMENT ACBID DOES A VISUAL INSPECTION AND WITNESSES THE TESTING OF THE BUILDING DRAIN WATER SERVICE PIPE, AND THE SPRINKLER LEAD-IN CONNECTION. THE DEVELOPER/CONTRACTOR IS RESPONSIBLE TO RETAIN A SPECIAL INSPECTOR AS OUTLINED IN THE UPDATED ALBEMARLE COUNTY POLICY FOR SITE UTILITIES TO PERFORM THE VISUAL INSPECTION AND TESTING OF ALL UTILITIES NOT COVERED BY THE ACSA OR ACBID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BEACH IEVED. 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. ,'Y ��pLI H pF'rr �^ CLINT W. '1Z �2 S F LET • A Lie. N 54390 Qr :Fp 6-8-2022 4.3 % o M E 0 N U N C > E w a E W a LL o a� j U EO J - y, M WN N v �X 3:j na oQ V ° to a' '^ C � a, O N M v W J mH V) 0 0 x L9 H w w_ U U a z O in rr 0 O am O oc H z O a U to W z O U) w w Q ❑ 9- DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A Uj ( V cj�a J I_4 OQ > LU LL z J � C) w°z () w Q Lu Q N � z U JOB NO. 48757 SHEET NO. C1.0 L m o, 00,` EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB R=2" �� "' �%y • • � FILLER, "ZIP STRIP" OR NONSLIP BROOM FINISH -. EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 4 � • •WZ CLINT • SILICONESEALANT� 2/�� \�\�e 6 =V 7S FFLEI >• • � a • Lic. N ° 54J00 4 ' 10" 3,000 PSI AIR ENTRAINED PORTLAND/��/�� CEMENT CONCRETE SURFACE '"�G 6-8-2022 �V;: •��/�004w 0 0 0 0 0 0 0 0 6" TYPE 21A STONE COVERA.BASE a. ° A� COMPACTED SUBGRADE (CBR 11.2) \�j\�j\ . . <' M VDOT A-3 CONCRETE O ° o N N � < E o�SUBBASE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w a E CONTINUE 21B STONE BASE FROM a a o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION o LL w O o UNDER CURB, 6" MIN. DEPTH ti No scale w " U VDOT STANDARD CG-2 CURB d i p N Z ° M No Scale SIGN " a w STD. U POST a � s v N 11 z � Z � Z GALVANIZED v ¢ uO O 2 R 4" c rn 0N V) Lu 00 d . CONC CURB AND GUTTER CLASS 3A, o (Pc=3,000 PSI) CONCRETE o w 2 2 6" �~ 00 6'-8" MIN. W C W d vi 13 ^. a c c[ 0 REFER TO VDOT STD STP-1 DETAIL a 7„ Y� a a d O= FOR MOUNTING REQUIREMENTS n d a d � ° � W W METAL INSPECTION FRAME W/SOLID LID EXIST GRAD (NEENAH R-1975 OR EQUIVALENT) o o °� d _ F 3"CONCRETE COLLAR �CRUSHED STONE BEDDING ' '. �.: '.: 6" M N I L �>y� = w Q h \ P4 a O O �\ �\ �\ �\ \ �\ .\ �\ �\ �\ �\ �\ 7F76"D/CLEANOUT 6„ 6„ 2,-01' z O DATE A CONTINUE 21B STONE in COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PL D SUBGRADE PAVEMENT SECTION o 2 2/2022 / OFANE UNDER CURB > No Scale DRAWN BY RESEFMD RESERVED CLEANOUT DETAIL K. FLYNN VDOT STANDARD CG-6 CURB & GUTTER No scale PARKING PARKING • DESIGNED BY No Scale • C. SIGNAGE NOTES: • BYSHIFFLECHECKED BY CHECKED 2" ASPHALTIC CONCRETE SURFACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH .' COURSE - SM-9.5A • C. SHIFFLETT THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY PENALTY PENALTY o o 0 0 • SCALE REVISION THERE TO: $M-SERE SM-SURNE A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TOW AWAYZOhE TOW AWAYZOrE 8" TYPE 21-B AGGREGATE SUBBASE COURSE • B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 6-8" MIN. 6-8" MIN. /\ D. THE 2018 INTERNATIONAL FIRE CODE. COMPACTED SUBGRADE F FINISHED FIVE NISHED NBSOVE HED (PER GEOTECHNICAL REPORT) 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE GRADE GRADE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING NOTE 1 ABOVE. SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL LIGHT DUTY ASPHALT PAVEMENT SECTION 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. SOLID WHITE LINE 24„ STOPim (TYP) 2" ASPHALTIC CONCRETE SURFACE COURSE EDIA 5A 3" INTERMEDIATE BASE COURSE - BM25.OA 0 PARKING SIGNS FOR THE DISABLED No Scale ui i /V 12� STD. o 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE Q (VARIES) R1-1 CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK ,�% Q J STOP BAR DETAIL ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 IMBEDDED 24" IN GROUND HANDICAP SIGN LOCATION (VAN) r O z NOTE: STOP SIGNS TO BE 30" WITH SUBGRADE � HIGH INTENSITY SHEETING NO SCALE HANDICAP SIGN LOCATION (TYP.) COMPACTED (PER GEOTECHNICAL REPORT) ,^ / v \ l 1�, Lu 11 0 2V 2' 2 DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL z SOLID WHITE LINE �f } J 5 Q EO FACE OF Lu O PAINTED 18' 18' cuR6 HEAVY DUTY ASPHALT PAVEMENT SECTION U) Q No Scale R PEJ 6 VDOT 4" 4 PAINTED Q 2: U) SPEC. LU STRIPE (TY91 PICAL) w Q w 2' 2' 8 8 VAN 8 TYPICAL NON -SLIP BROOM FINISH z O O 4" DIAMETER STEEL (TYP.) (TYP.) ACCESSIBLE ACC 0 Z " PIPE FILLED WITH HANDICAP SPACES REGULAR SPACE U CONCRETE. BOLLARD SHALL BE PAINTED STRIPING AND SIGNAGE DETAIL VARIABLE WIDTH' MAX. CROSS SLOPE2% TYPICAL PARKING SPACE DETAILS YELLOW No Scale No Scale 4'\ .. A a PAVEMENT X\ 1.5"-2" BITUMINOUS a. CONCRETE SURFACE COURSE - SM-9.5A \� 2'-0" DIAMETER 7-1/2" 6 LENGTH \ \ I AIR -ENTRAINED CONIC. FOOTING CONCRETE a A 6:: . 5„--FF COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER ° 4.° ` ^ a ° EP EXISTING AGGREGATE BASE \// ; 4 „A \/ /\ ANCHOR WITH 5/a" REBAR \/\ I I ;;, �\r /\\ \ 5'� �j/�j�\/�j�\\/�j�\jam\jam\/�• COMPACTED SUBGRADE IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. JJ MILL AND OVERLAY SEQUENCE: REMOVE EXISTING ASPHALT. ROLL TEST EXISTING BASE COMPACT AND COURSE. THEN PLACE ..:' oe NO. 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. Cl 1 No Scale No Scale No Scale No Scale No Scale • F E L B"MiN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - GENERAL PEI S-t 1. METHOD -A'• PRE BEWNC SHNL BE USED FOR ALL. TYPES OF PPE CULVERTS WITHIN THE APPLBCMUE 1EDHF OF COVER RNNE MJTm N THE STANDARD PC-1 TABLES MESS OTIERWSE NOTED ON THE PLANS 2. H - (EIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SUL. �9 CIRCULAR PIPE 1. D - OUTSIDE URETER OF PPE. 2. G - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MAIEAFL BYOD THE EXTREMITY OF THIS PPE. A - 12•• WHERE U IS LESS MAN WC X - 18" WHERE E IS W' AD CREAMER. 4. WHERE DIRECTED BY THE ENGINEER. BEGGING MATERM MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PPE) 30" ALESS IN DINAETER WITH HEIGHT OF COVER 15'OR LESS. D ' MATERIAL MAT FOR USED IN LIEU P CLASS (PLASTIC ME) 5. REGULARFOUNDATION i DATIONBACKFILLT IN 30" ALL TYPES FOR ROUTINE IE%GFPT PLASTIC PIPE) 30" NDLESS IN DIAMETER MO COVER 15 O LE IN FH dNETER WITH IIX#II P COVER 15' OR LESS 6. SENDINGMATER& AND CLASS IBACKFLL MATERIAL MAY B ELMINIUED FOR SHOULDER SLOT INLET DH13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE L S1 - W15LE PAN )MENSION OF PPE. 2. S2 - INSIDE PNI DIMENSION OF PPE. 3. R - MRBDE WE DIMENSION P R£ TRANSTIM BETWEEN WHEN PPE OE WOF 4. X - WIDTH CLASS I BACKELL MATPB& EYEDIE E TTRFMITY OF THE PIPE. ENT E SIZE DIFFERENT SIZES X - 12" WHERE S2 IS LEA THAN W.'. PIPES ARE ENCOUNTERED. X - 18" WHERE Spp IS 3W' AD GREATS 5. WHERE DIRECTED BY THE ENGINEER.BDDWD MAIEWIIL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS ADDER ROUTINE ENTRANCE PIPE WHERE S S 38" OR 2 LESS AND HEIGHT OF COVE 15'OR LESS 8 REGULAR BACKFILL MATERIAL MAY BE 15ID IN LED OF CLASS I BAdffLL MATERNAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS M' OR LEA AND NOTES: HEIGHT OF COVER 15'OR LESS. SHAPING OF MANHOLE AND INLET INVENTS IN ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS MOVE INVERT OF INERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS \N SLOPE TO DRAIN TO INVERT OF CUTLET PPE PIPE ARCH sTRWTu�. MNNOE OR DROP H AP I TO BE FORMED AND CONSTRUCTED 1. S - PN DIMENSION O PPE. IN ACCORDANCE WITH APPLICABLE E FORMED AN SPECIAL DRAWING. 2 R - RISE DME190N P PIPE THE INVERT $11MING AS DETAILED HEREON IS TO CONSIST OF A e PoRTLAD CEMENT CORSETS MI% COMMAGGREGATE TO CLASS AI P / CLASS CO.EXCEPT THAT 23% OF OARSE ADGRfGATE MAY B 3. B - PE PC-1 TALE FOR APPLICABLE PINE LNTEMAL P TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, j BROKEN CONCRETE OR SROKEN CONCRETE BLOCK. TIE SURFACE 4. X • WIDTH OF CLASS IBACKFILL MATTER& BEYOND ME EXTREMITY P THE PIPE. SHAM BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I X - 12'• WHERE S2 IS LESS THAN 36". OF THE COARSE AGGREGATE SHA L REMAIN EXPOSED. a e - 18" WHERE S2 IS 36" AND GREATER DETAILS P INVERT SHADING AS SHOWN HEREON ARE FOR EXAMPLE 5. MERE PRECTED BY THE ENGINEER. BEDDING MATE(& MAY BE ELIMINATED FOR PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -' NPR& EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PRE WHERE S2 S M' OR INDIVIDUALLY TO BEST FR THE PARTICULAR INLET AND OUTLET LESS AND HEIGHT OF COVER 15'OR LESS. CONFIGURATION AND FLOW LINES. B. REGULAR BAINFL.L MATERIAL MAY BE USED IN LED OF CLASS I BACKFILL MATERIAL.FOR SECTION B-B ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE 5 IS 35" OR LESS AND PLAN HEIGHT Or COVER 15'OR LESS. METHOD OF TREATMENT IN MANHOLES E ENG \V00T \VDOT WE 'C ERENCE INSTALLATION OF PIPE CULVERTS & STORM SEWERS STANDARD METHOD OF SHAPING REFERENC ROAD AIU BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS 302 GENERAL NOTES REVISION DATE FFEET 1 OF 1 FEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 3O2 303 VIRGl1u OEPARTMEIR OF TRAlPORFATXN DJ.00 106.08 VIRGINIA DEPARTMENT OF TRAISPPTATDN REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INT(13" LIFTS) BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4- BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3, WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 VIER LIFT NOTCH 12 3/8" WATER CAST IRON LiD J 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_ z N 04 WATER 2500 P.S.I. CONCRETE THRUST BLOCK DI-1 %N SECTION CAST IRON 1 % SECTION STEEL Dr3A, 3B, 3C r-r, NOTES OF DETuIs INLET EXPANSION ET JaNT LUGS TO BE L T-' L9A"zWlk. CAST WITH - V-Y MOM, L DORM 6 INLET IN) TO BE SHOWN ON FILMS. w C011gp FOR IN! DEPTH GREATER THAN 10'BSE DFIA 8 A A 2. THE H' DIMENSION SHOWN ON THE STANDARDS S AND ON THE PLNS I WILL BE D FROM BE MEASURED FROM THE ADVERT CIF - n CAST 6&V. WE WONTED THE OUTFA _ PPE TO THE TOP OF THE - - - RON STEEL I .TINT STRUCTURE. PLAN "H" DIMENSIONS ARE NPRO%MATE ONLY FOR ESTIMATING PTION& DS + WELD MIL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RFB 143.a L15 �TRACCTORR BE DETERMINEDHE FFIIELD CONUTDNS. 3 LBS TOTOMELTORB COLIAR h IN LU6 ILOHLE 1 3. WHEN INVERTISTTO BOAIOKDPINN'ASCC ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS B/- NCDENTAL TO THE SHARING IS TO BE INCLUDED IN THE BID PRICE FOR THE 1-2" a 4' 1 I yeX p STRUCTURE. PLAN LUGS L- y12" 9%" _ {. N THE EVENT THE INVERT Of THE ON (GRATE REWVEd ,,pp��I ,, 11�� OUTFALL PIPE IS HIGHS THAN THE KEYED LONST. JONT SEE METAL A+ItlJ OF THEM P THE STRUCTURE, THE INVERT �`TTTT L-VNNME - LWL PP OF THE STRUCTURE SHALL BE SHAPED II WARPED •• WITH CEMENT P PUNMORNING OF WATERINTHE H.� 2- 0" g• - 2•-6•• �}.-B a•• 3•.p•• z 2- 1, ARS A GUTTER APPROACH SECTION B-B STMCTM2.TIE COST OF FURNISHING ,+ 1 -- �5 GUTTER :•`OLLAR DETAIL 1/f TO ROCNG ALL MATERIALS BE INCLUDEDL �llllllY IETINNERNiNN� TO INLET NG ALL R TO BE INCLUDED w^ _ N THE BD PRICE FOR THE STRUCTURE. - m dNEN5ION5 FP DIM MO WALfE MfNM i0 WATERWAYS S• STEPS ARE TO BE PROVIDED DETAILS S H IS B S C CAST IRON ONLY STAR OR CREATE. FOR CETAS SEE L IIDETAIL B STADARD ST-1. IIy/Y'/1 BARS F BADS E LrB u 6. T115 ITEM MAY B FPECAST OR CAST F`� i #3" MAMETERWEEP HOLE BARS E DETAIL A "E}`I N-PL&c' I FRONT ELEVATION BARS F a- •• e" Buts e 7. W4 % 8" SMOOTH DOWELS AT - - - (GUTTER REMOVEDI 3'- 0" I }-Y SEE OETNL @@@ APPROXIMATELY 12" C-C TO BE V/w PLACED N ALL AREAS ADJACENT SETTTLLEMMENNNT.. IN CONCRETE OF DOWELSVENT 6" 5xy." BENTW_'A SECTION B-B SE ST NOTCH MAY BE FRONDED. A E STARONND T-DI-3.4 FORALTERNATE DESIGN. TYPE A xOP DEiuL PALL B USED WITH CG-3 M CG-I SiANDARD3" GALVANIZE k/B. 3•' STIC ER WEEP HOLE WIT" 1T'x12" - G0.VMlZLD TTPE B NOSE C£TA. PAL BE USED WITH CG-2 8 CG-6 $TMIOORpS. OR GAC AM= SE CLOTH Vj' �H TYPE A TYPE B %" % 4" STUD SHEAR CONNECTOR WELDED WI GALV.W2m STEEL WIRE Lfl CONNECTOR PLATE FOR TYPE A TO BE SENT ON A4 ANGLE OF 68.30' TO ARGUE PIXI AT 2-C-C. WOE DIAMETER 0.OF MACE 4 STRUCTURE. CONNECTORS AND IS TO BE ANCHORED MTH y" x a" STUD SHEAR NOSE DETAILS HNiOWNNE CLOTH INCXONED FIRMLY 2.. t0 THE OUTSIDE P TIE STRlICT11RE. WELDED TO BENT PLATE AT 2'C-C q}pR. PAVEMENT y �� 1 9. CAST IN PLACE CONCRETE R TO BE L WARPED PAVEMENT CLASS Ai (3000 P91. PRECAST 01-3A, q-38 L d-3C FL CONCRETE IS TO BE 4000 PSI ' SECTION A -A 1/ 1 3-:� D. MY ALTERNATE METHODS P ANCHORAGE A IL I}.�. MEETING THE APPROVAL P THE ENGINEER PF DFTNL B +-s-��t-; )NCRETE QUANTITIES FOR MIN. DEPTH -'- - MAY BE SHOWN TIED FOR TILE casT IRON - --------- - LWS AS SHOWN HEREON. W I?" CONCRETE PIPE - t.440 CO. YD. CONCRETE APPROXIMATE HATE WEIQIT I I LO PLO'W I iLO W Y O IS" CO ETE PIPE - tWO CYD. CONCRETE 9/ •• I •• CAST ROH 11. DUMP NO WASTE OPNNS TO WATERWAY 18" CO ETE NINE - t620 CO.IYD. CONCRETE GRATE ]6] t 18 lB5 LETTERING S REOURED ON &L q-1 I` "II~ I 1 1 DETAIL WHEN USED 24" CONCRETE PIPE - L81J W. YD. CdVCREIE VARY B. LOCATION OF LETTERING MAY SECTION C-C SECTION D-D vArr BY MNAEACTUHE. ADD 0.469 CO.TD. PER I. USE ON GENIES ADJACENT TO CURB ADdrwNAL FOOT P DEPTH. GRATE DETAIL BH N TWITHOUT GUTTER BOTH SIDES TOO BE STMNETRIL& \VOaF STANDARD DROP INLET SPECIFICATION \voOT STANDARD CURB DROP INLET RECEICArwN REFERENCE REFERENCE ROAD AND EDGE STANDARDS ROAD AND BRIDGE STANDARDS FEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10' 233 SHEET I of 2 REVISIory DALE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' z3s p4gt VIRGINIA DEPARTMENT OF iRAYSPORTATION 3D2 104.09 09/10 VIRGNIA MEPeRTMENT OF TRPNSPoRTATICN 302 cc-D PB^ NOTE: WHEN A PEDESTRIAN ACCESS ROUE NO PROJECTION OF PIPE ABOVE GROUND LINE �- THE CROSS A ORfl1OIL. _ HE 2Z THE TH O SLOE . ff 2X FOR TOP OF FILL TOP P FILL TOP OF FILL A WDTx OF s NET. % A -STREET AwROAM SAE SURFACING GENERAL NOTES RADIUS TO BE AS I p Cl C� AS MIAMI ROADWAY OWED NOTE 31 GROUNp LINE x CRp11ND LINE x GROUND LINE x SHOWN WI PLANS) L M WHEN USED CONJUNCTION WITH STANDARD CG-3 - AS OR CG-J, THE CURB FACE ON THIS STANDARD IS TO - SIDWN ON PLANSBDJ ) ADJUSTED TO MATCH THE MOUNTABLE CURB - //J// /1i ///// [� LG-2 OR CG-8 CONFIGURATION. - IEE / Tr' - I Ar IN EARTH CIF BOOK OR / / EARTH 2 SEE STANDARD CC 12 FOR CURB RAMP DESIGN TO BE UNDIEUBO. � BEDDING D SDEWAK USED WITH THIS STANDARD, ` BEDDING �EWA% - M IJ I � _ MATERIAL IDTE 51 a I OPTDWE UNPAVED PACE ; MARLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 3N 1p. VL O n FILM LIE WW LINE (EXCEPT ANY SUBGRADE STABILIZATION MIN. 1/1O D WIN_ D } -- REWIRED FOR MAINLINE PAVEMENT WHICH CAN BE % p % BDONG % D % WRONG EXPANSION N EMPMNON WITTED IN THE ENTRANCE.) MATERIAL YATEMAL DINT yPER I JOINT 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NR. W. MAISF2+ FOUNDATION SOFT, YIELDING, OR NOTE WIDTH 8 2T P- OR SE �w MANWE ROADWAY EE'XHCEPT" FORBREPLACE.ENT PPUED acoosEDS. THE R/w urvE NORMAL EARTH FOUNDATION ROCK FOUNDATION sIHDWN ON TYPICAL PCrMIN. A OTHERWISE UNSUITABLE MATERIAL PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE i WHEN THE QUIENTRANCE EN S DIIOr CANNOT ACCOMMODATE THE MIN. 1.5 w D MIN. LS a D MN. US . 0 IfL LS z D IME. IMEL_ 13 z p �- MUSE L5 r O TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK I= _ MANLINE ROADWAY SLOPE TRASFIC. THE DEPTH FOR 51pEW&H 6 CURB RAMPS STOP OF RL TP OF FLL TP OF FLL 10'PMMOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADIISHOULD BE INCREASED TO l'.(SEE CG-13) EDGE OF PAVEMENT OR 8% MAX. D OPTIONAL FLOW LINE GRADE CHANGE ® - _ _ - - p 6. PLANS NEE TO INDICATE WHEN CONSTRUCTION OF A FLOW x x x _ _ (SEE FINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MANLINE ROADWAY NOTE JI _ THE ENTRANCE. D ]. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES - ji / �� .j - c • �(;t}f. - _ ///U///iii ////N/////_ GRADE CIVA'F "O' ARE FISTED IN THE ALLOWABLE ENTRANCE GRADER /'i:•::•W 0 CABLE. THESE VALUES ARE NOi MPLILABLE TO STREET / d GROUND C_ a ?_ :} GROUND = ///////// a ///////ii-GROUNI CONNECTIONS. _ LINE -LINE 5' 20'WMN FOR cDMMEHNClA1 STRANGE INTERSECTION NOTES- 8. WHEN CC-111S USED FOR STREET CONNECTIONS. THE - II b EARTH ® CONSTRUCT GRACE CHANGES Wrti A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH MN.i/10 R I I- UNTEIM. _ = IMF OF THAASTITEE VDOT ROAD DESIGN POLCY AND THE MLANUALEINCEEDINGM STOPPING MIN. 1/10 p X D % �RAT I OF IT % D X MIT VD D BEDDING SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. MIN. O".SOIL TRUMP G MATERIAL z`EMTH 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING of A "A' 24 MAC' FOUNDATION SOFT, YIELDING, OR PORTION OF GUTTER TO PROVIDE POSITIVE DRANAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ACROSS THE INTERSECTION. B BEDDING MATERIAL ACCORDANCE WITH FNBANO,IEXT ALLOWABLE ENTRANCE GRADE CHANGES ® SECTION of THE ROAD AND BRIDGE NOTES SPECIFICATIONS. R N RA N T N PIPE BEDDING Cuss FIT -I Tlj - CONGIffIE SECTION C-C ENTRANCE VOLUMED" GRADE CHANGE DESIRABLE MAXIMUM LIDOMORE THAN 1500 VPD MEWN 5001500 VPD <3X 6X LOW LE55 THAN 50p VINO 56X 8X 111 -------------------------' h7 ------------------------------ IF FF CLASSSEC7310NKFILL IN I REGULAR I TMNL ING'm SAND BE INSTALLATION FUNERAL T$ DORDANCE BRIDGE WITX 3p2 OFTTHEAROAD AN ADD Mm�ANCE W Tldl 302 QFBACKOUL STORM1I SEWERS NO EPE SPECIFICATIONS. ON SHEET 10].00. O FDIRECTLYR PLASTIC PIPE I FOR AU, OTHER PPE REGULAR BAC OEL MTEIMM IN ACCORDANCE WITH SECTION ]p2 OF THE WOAD CRWXfD GLASS CONFORMING TO THE 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AND BRIDE SPECIFICATIONS. SIZE REOUIREMENTS FOR CRUSHER 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 CRIME TABLE IS NOT SPECIFICATIONS. APPMAOE TO STREET CONNECTIONS _CIFICATION VDOT A A N IE CENTRAL CFFILE" SPECIFICATION :°ERENCE METHOD OF TREATMENT \VDOT \ INSTALL. OF PIPE CULVERTS AND STORM SEWERS REFERENCE ROAC AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS spz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 vHEer 1 of a REVISION DATE I.IRI.. PIPE BEDDING AND BACKFILL METHOD M'H' I 3Di VRGNA DEPARTMENT OF TRA19gRTAl10N OJ/15 20306 10/.Ol OJ/19 I VRp%A DEPARTMENT P TRASIgNTATDN PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 'oAS DIRECTED. MARKER LOCATION MAY BE SUBJECT l 1 TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE --- G d ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL TYPE 'K' - )FT COPPER NOTE NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE 36" MIN. 1/8 BEND COUPLING 0 Q) FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. �r FL t' PrIMPRESSION x 3/4' MALE PIPE COUPUNG PPROVED EQUAL -OR USE ON DETACHED SINGLE FAMILY 2ESIDENTIAL SERVICE WHERE AN IRRIGATION 1ETER IS NOT PROVIDED. CAST IRON LID FINISHED GRADE BOX \-BRICK AS CORPORATION STOP `NECESSARY SAND OR DUST UNDER MOOT SPEC. 203, NO. 57 BOX AND SETTER (2-INCH _ AGGREGATE MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A o,P r0. 10 � CLINT W. y 0/7 S FFLET a A Lic. N 54300 QS v' 6 s zozz �� sueNip 00010-NAL•E./ G�.`: Z 0 v LLI 0 � 0 W W 5 Lu u u 2 2 E C d Lu Lu LU DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A uj V J Q IH �� O � >w u_ 0 J � Q �w/�°z w Q `V/ 1 < NQw 0 0 � z U JOB NO. 48757 SHEET NO. C1.z Fc as �O $� 2z 00 o2 2 C is o E C, TO N D 0-0 oa DO zD 0. H D o� d0 IC nm TO m 0 N V TO D � £ 2 `l TO N = TO A. Ea 06 v p9l a Da o2 D D D a 2 TO a D o Ol 0D n8 0 v= L �E TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE _ TMP 56-35G s W NAIL — 6-W, ROD MORBECK TRUST SET \ FND. DB 5117-193; DB 3524-59 (PLAT) INV=677.41 n ZONED: Rl RESIDENTIAL N85°00 00 E EOP IL \ APPROX LOCATION OF UFO— — — — — — _ va EX. WATERLINE / /------- - At OHP OH — — — — — — — — — — — — — — _ — \ I I / UFO OHP / �j U TY I 0 — — — ' — — INV=6�6 Bb I� \ FND. STREET NAME SIGN / / i i y OHP— — 689 / / 0 / Z REMOVE UTILITIES SERVING // i / 6-- i �\ \ ` \ off I / / / / EXISTING BUILDINGS (TYP.) _ _ _ — / , , .67 \ I / I i / y _ \ \ \ \ \ \ \ NAIL rylrl. JSET \ 240 ROUTE MARKER SIGN j / �' i-- `\ ��-\`� \\ \�\ ��\\\\ C7 1 \ I TMP 56-32 NAIL_ \ t I I II I YOSEF LC//�/ i - ' - _ - J \ \ \ \ ` �\ `\ \ SET I \III III\III\I DB2045-14 ��A /•�f/ � /_- \ \ �I I III ' 2.14 ACRES // �/ �� / /� 3- \ \ • \ \ I \I I 1I I I I EMOV NED: H!oHWAYCOMMERCIAL' APPROX. LOCATION OF iI I II1 I\III \I I S�ED I w EX WATERLINE I 1 Jill P 56-16 IS, CELESTE. 1282-134 1 RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE RM/ —6"W----- "W--- 6" W NAIL SET 140.57' N89°59'30"E 6" W 6" W 200.80' EXISTING BOUNDARY LINE 6••yy_-- \ I 1 REMOVE - - _ _ \ m I I I11 I I II REMOVE 1 STORY / REMOVE ' ' ,6i � \ , ` - \ \ \ 4' \\ I I / - . o I 1 1 1� ROD �' • / REMAINS OF \ \ a \ \ SET WOOD PORCH S A I FRAME / / / BUILDING / �' ' F.F.=679.5 / �. PARCEL 2 I\\ \ \ RETAINING // / / J ` >. 690 ACRES Oo � I I \ \ \ \ I• / // � I 1 1 I I I I //• \ p-4 w e \\ \\\ REMOVE D 0 �+ \ \ EXISTING BOUNDARY / JJ \ \ MANAGED SLOPES (TYP.) 2#STORY / C m N I \ I \ / / LINE TO BE VACATED // II W m \\ 1 1\\I \\ _ - - FRAME r - - -' _ ' r ��I I 1 \\\ \\ --- F.F.=682.2 - ------ — — — J N C NM I REMOV----------- — — REMOVE C:)I I \\ \\\I\ \I / _ - REN10V �' #5688 TMP — — — — _ #5688- / DECK REMOV EC - _ 1 STORY YOS ADOPT HIGHWAY SIGN `/ l/ l \ \ FRAME p 6 A 1 MOVE F.F.=669.2 ZONED: HIG i _ _ RETAINING -'�' WALL (/ ` �11Sq I \ o \ \ \ \ RELOCATE _ _ / S /' - �'66// // ////1 /ro 1 \ \ w I \ C / \ LIFT STATION CONTROL REMV y y Ci / I I l I I I 1 I / I \ / // // • II o PANEL AND ALARM _ — _GRE,gS€-i D,SLOPES (TYP.) NAIL �ddvddddddddddd�r��r��d�d�d�d��d�d�d�d�d�d��► r - jirREMOVE HEADW llOP SIGN ��SET •-��7��ddddddd��►�d�d�d�d�ddddddddAddddddd��- �. '- - •OR PIPE 11 GRATE IN ( --If ---_-- EOP AT SIGNAL PO - m ELEV=6 . TOP=667.17 II 668 ROCKFISH GAP TPKE COR ESPONDING UTILITIES).- FL=663.b0- '� RETURN TO OWNER. / WAYFINDING SIGN \ ' U.S. ROUTE 250 I REMOVE CURB (TYP.) VAf�IABLE WIDTH R/W I I II I I I I I II �I I �I 001 III II II II I I STORM CULVERT II II II II II II INV=651.63 U I I ' I I / II/ I I III III III �u I II 1 I II II II 11 STORM CULVERT II II II II II II INV=654.14 U SCALE 1"=20' 0 20' 40' NAIL APPROX. LO SET (2) EX MAILE PROTECTIN TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLA ZONED: RI RESIDENTIAL I LEGEND: CLEAR AND GRUB ® REMOVE ASPHALT REMOVE CONCRETE - - - SAW CUT ,'Y ��pLT H pF yr �^ CLINT W. '1Z �.. S F LET > A Lie. N 543119 Qr :FQ 6-8-2022 4.3 % Q AO� '0''. M E 0, N VI N C > E a E w W w O K W 00 ¢� U co Z o _j — vi O N d U W w� a 3o�a U) N LL Qcn Lu ❑ tiff �v V > `O O W W p N ; Lu >j mH US o? d R m 0 x (f)U) C9 H w Lu F h a ❑ o0 z 0 Ix Z) 0 CL OC DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' O Lu I --I J Q Oz 0 > Mom/ LL W J =) U) w°z Lu U v, w O Q Lu w Ly N m Oa0 oC p U (U V z H� X W JOB NO. 48757 SHEET NO. C2.0 6 m N 3 a 0O X 20 n2 0 c m —6 E o �N aC 0 Oc � w C7 0 Z Ol O E X 69 0 L n w c m w o N 'Ti 2 � h m 0 m o E c 0 m 06 m M 0a 0 m C m o 2 m N m o C U N 5E h0 _ E L I II I I � I I I � II i I I I � I I I I i I� II I SAEkT NAME SIGN I 0 I OHP 240 ROU E MARKER SIGN � I I it I c APPROX. LO AON OF EX iRLINE I \ I m I I it I nl I I O DAB cI UP -mm I 56-16 I I I CELESTE. (� MND 82-134 I RESIDENTIAL I N m l O I Y IN TMP 56 FRETWELL, JAMES G & MEGAN DB 5235-26 DB 1509 PG 126 (PLAT) ZONED: RI RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTA/€ •RAW —6"W-- —6., 6"W—�-- 1"CORP STOP 1" WATER METER UFO �� jF OHP— UFO�OH � OHP— _ UFO I * ' 1" DOMESTIC J WATER SERVICE I CONIC. PAD FOR HVAC EQUIPMENT 6" FIRELINE 1, ,Io 1IO IG m I� rp C� I� I IRELOCATED LIFT I I I STATION CONTROL A O T A HIGHWAY SIGN \ 1 PANEL &ALARM — / SEAT WALL, SEE I \ LANDSCAPE PLANS I I c e. / RAILING & I e RETAINING WALL, / 1 \ 6.5' MAX. HEIGHT PROPOSED \�— / RIGHT-OF-WAY 1 \ DEDICATION TV / 1 \ 1,199 SIF e 0 TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLA7) ZONED: RI RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE MAINTAIN CONNECTION FROM HYDRANT TO FDC FREE OF _ OBSTRUCTIONS, INCLUDING _ _ F T— FENCING AND VEGETATION —6„W--6"W-----6'W- 6" TS&V 6" TS&V FHA / TEMPORARY CONSTRUCTION EASEMENT DOUBLE CHECK VALVE VAULT /� — — UFO— PROPOSED 15' PUBLIC / RIGHT-OF-WAY DEDICATION — — g6' INV=677.41 n II II 10' BUILDING SETBACK \ I — •— -- �• ,i CONIC. PAD FOR HVAC EQUIPMENT \ INV=676.67 FDC . [:l LOADING BAY, 13 i .5' I APPROX. 40'x4o' MOVEABLE DUMPSTER CONCRETE TO BE LOCATED INSIDE WHEEL STOP LOADING BAY (TYP.) (2) BUILDING -MOUNTED ADA SIGNS - ART TYP. R10' \ pe VDOT STD. CG-12 CURB RAMP R21 TIE TO EXIST. LIFT STATION AT EXISTING INVERT SANSE WER LATERAL TYP OUT LEGEND CONCRETE SIDEWALK HEAVY DUTY CONCRETE LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EX WATERLINE / / Z IQ ' � m mlW \ LR25 I R�\ I R25 I 1 "STOP" SIGN, R1-1 L S4P SIGN -.12 W — APPROX. LOCATIO (2) EX MAILBOXES I I VDOT CG-11 I I TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLAT) ZONED: R1 RESIDENTIAL I — PROPOSED 15' PUBLIC RIGHT-OF-WAY DEDICATION / m Tm_ 66Z1Z .II— . X 4B(} ' IU HsrMH�1 `71 I ROCKFISH GAP TPKE SHARED USE PATH ' / II FL=663.60 I DRAINAGE — DITCH (TYP.) U.S. ROUTE 250 II �VAYFI�IDIN&SIGN— I \ i TEMPORARY VARIABLE WIDTH R/W E I I I CONSTRUCTION a l l o-------- 11 II EASEMENT Iil II II III III III �I I — — — — — — — — — — — — — — — — — — — — — — — — — — ---- II II ----- — — — — I I STORM CULVERT I I STORM CULVERT I — — — — — -7I — — — — 11 —\ / INV=651.63 D — — NV=654.14 0 L — 1 L — � — \ 1 n n 1 I 1 C / ] \ I ol) 00 n 1 / 1 I / NOTE: KNOX BOX REQUIRED, COORDINATE WITH SCALE 1"=20' FIRE MARSHAL'S OFFICE FOR LOCATION. I 11 1 I o zo' ao' 3 1 v •� .,�cpLT H pF'rr �^ CLINT W. '1Z �2 S F LET • "o Lie. N 543s9 Ar :FQ 6-8-2022 v4w� sr00;210NAL'��;',�''• M E O N u > E a E w W w O 0 � L K W L M a� uco Z O N d (7 W w� a 30�a toll QN LL Lu ❑ tiff �v V > `O O W W p N ; u u >j mH US V) d R 0 O 2 L" V) C9 H w Lu F h� a ❑ o0 z O in 0 O DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' z (w V Q cj. Q 0 (D � 1 � > H1 J LL � F—I J D Lu O U Qw L w Dam 0 U JOB NO. 48757 SHEET NO. C4.0 0 a a fo 0 d 0 3 a 00 X 20 �N 00 a� 0 c m w E mN a0 O_ rr � Z 0 m O � a F � o$ 0 0 e o n U 2 w B J h 0 O �2 �N �0 E c 0 m 06 M '0 a 0 m o m T; 2 �N �o = 0 N 5E m 0 _ E L I 1 I 1 I II I 1 TMP 56-32A I 1 TMP 56-32C HAYDEN, KAREN I FRETWELL, DAMES G. & MEGAN I DB 5117-193; DB 3524-59 (PLAT) I DB 5235-263 ZONED: Rl RESIDENTIAL DB 1509 PG 126 (PLAT) I ZONED' R1 RESIDENTIAL ,'Y ��pLT H pF'rr �^ CLINT W. '1Z 5 F LET > A Lie. N 54390 Qr :FQ 6-8-2022 �v�� sonzrs' o �nL ��;'; 1 I 1 / I 1 BROWNSVILLE RD APPROX LOCATION OF E M E I 30'PRESCR/PTIVE STATE RTE. 751 i EXIST. 6"WATERLINE / > E N Vi N C EASEMENT (TYP.) 30' PRESCRIPTIV€ •FEW EXISTING / Y I BOUNDARY LINE r w 3 —s"w— 6„ 6"w 6"---6"w-----s'w— —_ TMP5635G rX v 3 s•• w — — — — I JIT I I 6" W — MORBECK TRUST ¢ � o I sn.6o 6n.3z' DB 5117-193; DB 3524-59 (PLAT) 20 ^ 1 ZONED: RI RESIDENTIAL a u w z 208 INV=677.41 fl \ / w � —vi O I EOP 210 209 I d N N N a APPROX. LOCATION OF U W m I --- I I EX WATERLINE / x u -------'---- I —UFO �•e OH OH / OHP OHP _ _ _ _ - _ - - - _ _ _ -O I I _ \ Q v OH / / - .. �... i \— - TO \ 1 _ \ / " V > `° O W W UFO � _ — OHP ASS-LINED_D1TGH -TYPP 680 679 / 678 A �) 207 672.69' \ \ I rn STET NAME SIGN / UFO OHP� — — / _ _ - - _ _ _ - - 'It / i / - i\� _\ INV=616.84 ` ` \ \\! \ \ N W Be 05 OH 1\111 /1�� s8o / ////-_-- \ � \\\� `\_\\\ •\ \\�`�\`\ \ W O 240 ROU E VARKER SIGN I I I I II 1 I 1 1 I / / / TC ,, '67 206 _ \ 673.74' II I\I111111j111 I B /I //' 7Q'—_``6Ib \ \\ \� •\\; \ LD tiff 'LD -6 674.96'\ \ \�20 APPROX. LO AT ON OF 11111 \ \ 1111 1 �o / / / / / / ' / / / / TC •....., ' ' �72 _ _ _ \ - - 673197' ` \ \ \ \ ow N N w �� EX. T RUNE I 1 1 / / / / / / ' 574.29' r. _ \ \ \ \ \ .w to W I 111 11 1 �^ 3-STORY BUILDING / / / Ali— / 74 \ I m I \ 1 1 I m� W/ PARTIAL BASEMENT / / / / / / TC-BC 673.TIC \ \ 6 rC ` \ \ \ cs �a \ \\ 1\ / APPROX. LOCA T Z o 0 O / \ 674.43' 1 1 1 n / 674.50' / \\ 1 I \ / 2 EX. MAILBOX O I I I I \Q FFE = 674.50 / / / / / 6"IIHDPE ROOF LEADER, / ' I \ \ / JJ I I / () D; DATE � — — - // // // 21MIN. COVER, 1%MN. TIC \\/ I PO'PRIVA�tlDRAUJAG� I / /\ > I \\\ \ \ \ \ a I // / / / SLOPE/TYP. /I I s7a.s3' / I I I BASEMEN k I I I I / / Ix 2/2/2022 —1 n I I \\ \�'\ \ m - - / - - - I I /----------- ` AW 1 I I'A\ I I / \ o p w c ` \ v \\ \ 1 FFE=674.50' - - / / / / / / /-� / �\ \ I� I / I DRAWN BY D A Gl \\ M / \-_ 1 I / FFEY574.50' I I .�I 1 1 / —1 c •\ \\\\\ \� \ ^ 402 I, /// /// / I / /// _ — r°�1— I rn I sl / K. FLYNN Q \� NAGED SLOPES (T P) Icq / / 1 I / P _ 203 I I 6? 1 CmIVI TIC / 1 _ I • DESIGNED BY P56-16 W -mm + \ I\\\ \\ - 1II'PRIVATE _ -- / / 1 I / / / I / I 1 1673.91'1 I I / IS,CELESTE. I r--I�I II 1 \\\ \ 1 Di- -- '--------_ _ — J 1 / ./ / / / / 1282-134 n Ill D \ \ \ \ \ \ EASEMENT J _ _ _ _ _ _ _ _ _ _ , , - _ , /, / _ ' 674.50' 1 / / /I • C. SHIFFLETT 1 RESIDENTIAL I N G I I \ 1 \ \ \ \ 1 — — — — — r —rC 301 I \ B 1 � _ / I675.28'I I / I 4 m I I \ \ \ \ 1 • .J _ _ - _ - - _ _ - 674.40' t 302 / / / / / n 1 %3l / \ / ./ / i / / I _ • CHECKED BY — I / FFE=674.50' / I -PC A OII! l l 1 674.32' / I 201 9 / / I % • C. SHIFFLETT T A HIGHWAY SIGN \/ l ( \ I l 673.55_ _ 69� / I O • • SCALE \ \ \ \ \ 401 I \ / / TMP 56-34 • 1 "=20' TC-BE' /66 0 /jl DAVID JAMES HARR JR. / I \�\\ \ \ \ I I \ 6" HDPE ROOF LEADER, 615.75' / I // I I \ 673.72• / - - �/ // \ o _ _ _ / � _ _ DB 4802-81; DB 2962-712 (PLA 2' MIN. COVER, 1 /o MIN. _ - \ / TC-BC / / l l 665 1 \ s7a.1a' / I ZONED: R1 RESIDENTIAL 1 \ \ \ \ It _ _ _ 6z3.98, i \ SLOPE, TYP. \ / 673.64' I \ \ \ \ _ - - % _ _ _ _ _ _ _ _ _ ` MANAGED,S/LOPES (TYP.) 3.33Y 1 2 666 I \ \I 4 It \\ \ \ \ ` • 674.1$' • / �/ \ \ \ \ / / / / 73.7/7 1 667 FFE=674.50' 668 / / T9 / / / / / \ / 669MAINTENANCE 101 I —670 6�� o^� 6� / / I EASEMENT s74.29'-- �Y�.z'—Tvdpra.z 670 BW 68.22' 'P 6BW 6 8.37' I - / / / l 1 SEPMAEN I l \ \SPILLWAY, ELEV 010.50 667— —uGT~—_,�w— — -- ---'� _$65�� —- / \ ucr— — TV — uGT— — — uGT— . \!— _iyw-= _ —12"W— — Z GRATE INL 11 _� >� ` - --- P-y. — — — - __ ___- \\ _ -- W TQ =66uz . a z�eBQ ROCKFISH GAP TPKE FL=663_0 (� J \ .80 'I V a I , - I I / �NAYFl01DlN6 SIGN— \ I \ — U.S. ROUTE 250 II /— GRASS -LINED DITCH, TYP. \ I it VARIABLE WIDTH RM/ i11 / 100 / a W I z — J u un a ------- II !rll O (D Q 11 Coll I I 2!03II =II ,^ > Fi �I I I1I1 > ---- ---- LL ----------- - - - - - - - — — — — — — — — -- 1Z ----------- J0 STORM CULVERT a STORM CULVERT 1 Q I I U v) J Q 1 rn \ � w w INV=651.63 U — — — INV=654.14 U m _ _� i N Q D \ 1 Z z F1 / \ I 7 1 S 3 n 1 I 1 C m 0 1 I I z 1 I 1 a 1 n 1 I SCALE 1"=20' — n 1 I 1 I 0 2040' JOB No. 1 1 1 1 1 48757 n 1 SHEET NO. / r 1 1. S. 0 c a N a n c m 0 a c L ,'Y ��pLT H pF yr �j CLINT W. . •75 F LET >� �05 A Lie. N 54390 Qr :FQ 6-8-2022 M E O � S N VI N C > E E W K WI L M ateZ w� , �++ O V W N (L W u 3:0 Q () Lu QN W 0 C V �+>O O ww oN U) L `rB `re oW 22 mH » Be � as m O O 0 W W x )n )n O 73 WW x H N N STA 10+29.35 w N N TOP 668.41 2 Lu F o INV IN 667.21 (3-2) U pto INV OUT 667.21 (2-1) 3 STA 10+39.35 a o 0 STA 10+19.35 TOP 670.57 zo TOP 668.01 1 INV IN 668.44 (BLDG-3) n DATE INV IN 665.71 (2-1) INV OUT 668.44 (3-2) j INV OUT 665.71 (1-EX.1) 0 21212022 680 680 } DRAWN BY BACKFLOW 900 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 TA 10+41.98 • C. SHIFFLETT 685 685 685 1 IS 685 • CHECKED BY • C. SHIFFLETT TIE TO EXIST. SANITARY SCALE SEWER LIFT STATION AT • EXISTING INVERT. I "=50' LOCATE AND CONTRACTOR TO CONNECT TO VERIFY EXIST. INVERT EXIST. 6" WATERLINEr � ELEVATION. • LOCATE AND CONNECTTO EXIST. 6" WATERLINE 0 /Lu V ../ Q 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 z 1" DOMESTIC RIZ LWATERLINE 6HOR IIREELINE SANITARY o HORIZ R EX. - BLDG 0 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 n �O T LL J O w/'� U ../ / J N O � Q O ~� w m J "s N a 19 O �' LL a W V J 0 O a J F W U 0 n v O U t U 0 5 fn d d JOB NO. U 0 48757 n 0 50 PROFILE SCALE SHEET NO. M C7.1 fn 680 680 675 PROPOSE BUILDING 675 670 1" TYPE K WATERLI OPPER E 670 665 665 680 PROPOSED 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 @ 12.30% 660 2-1 10. 0' OF 4 PVC @ 1 .00% 655 655 L TIE TO EXIST. STA 10+07.37 aan LOW POINT STA 10+68.72 FACE OF BUILDING STA 11-99.85 RRn I\ 675 4 675 1.06% -7 670 \ 670 PR POSED GRADE EXISTING GRADE 665 665 660 660 9+50 10+00 11+00 12+00 12+50 DRIVEWAY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 EIGHT OF OBJECT = 3.5' SDL - 120.88' = 155' ALONG VEHICLE PATH OF TRAVEL RRS O.W EIGHT OF EYE = 3.5' 680 680 / 675 675 i EXISTING GRADE PROPOSED 670 GRADE 670 665 665 9+50 10+00 11+00 12+00 12+50 SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 \ \\ \ \ \ \ \ 11 1 I L I I 61 I \ Oi 1 1 \ \ \ I .IT.: I I •1. •l /I \ \ I / / I I I SIGHT DISTANCE EASEMENT 674 • � yam- / / , , so CD / I II II / NOTE; BROWNSVILLE RD DESIGN SPEED = 25 MPH elk 0 50 PROFILE SCALE SCALE 1"=20' 0 20' 40' ,. �CpLTFi )�i,�' CLINT W. �Z .rC S FFLET A Lic. N 543ee 4 •' 6-8-2022 �4.-, M E O O u N Vi N C > E N E W Lu LL o 3 wa O mom. j V oMo z — in O dfA NN a_ z Lu w rAi u 30�x Un q�_ D a w O v U O W W ~Lri EN > � 00 o w 2 2 00 w a a O W W x � � j 0 Lu Lu w x W W Lu h a o0 z O n D 0 r N z 0 f AM DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1 "=50' W 1— 4 LL W � CL. U O(3z I�^1 VJ) LL J 0 W ° ,^ U V / W w w N Q U Q Lu 0 JOB NO. 48757 SHEET NO. C7. Z 0 c s a L 0 PLANT KEY TREES BOTANICAL NAME ACE BUE ACER BUERGERIANUM NYS SYL NYSSA SYLVATICA PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS QUE RUB QUERCUS RUBRA EVERGREEN TREE I BOTANICAL NAME ILE SAT ILEX OPACA'SATYR HILL' FLOWERING TREES BOTANICAL NAME AME BBB AMELANCHIER ARBOREA •AUTUMN BRILLIANCE• CAR CAR CARPINUS CAROLINIANA CER FOR CERCIS CANADENSIS FOREST PANSY' TM COR FLO CORNUS FLORIDA MAG SINE MAGNOLIA VIRGINIANA I SHRUBS BOTANICAL NAME CAL KAR CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' COP OCC CEPHALANTHUS OCCIDENTALIS ILE BUR ILEX CORNUTA'BURFORDII NANA' ILE HOO ILEX CRENATA'HOOGENDORN' ILE GLA ILEX GLABRA I ILE WIN ILEX VERTICILLATA ITE NLA ITEA VIRGINICA'LITTLE HENRY' NOTE: MAH BEA MAHONIA BEALEI I -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM 1 BROWNSVILLE RD THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. MIS MOR MISCANTHUS SINENSIS'MORNING LIGHT' I STATE RTE. 751 I / VINE BOTANICAL NAME I 30' PRESCRIPTIVE R/W EXISTING/ BOUNDARYLINE GEL CAR GELSEMIUM SEMPERVIRENS _--6�w—(4)ACEBUE 6" T s^w s••w 6^w— 6'w 6" W — — NAIL (12) ITE BUENLA I I PIP — NAIL — - END. I (13) ILE SAT SET — FIND. L- y — — I — SET _ (1) QUE PHE GROUND COVERS BOTANICAL NAME I (15) MAH BEA N89°59'30"E 2 0.80_ (10) I� L r _ (11) ILE WIN _ \ L N85`0000 E I (5) CER FOR EOP Q (1) MAG SWE_ — (14) ILE GLAj / CAR PYL CARER PENSYLVANICA Z CAR STR CAREX STRICTA T� (8) ILE SAT — — — (28) ILE BUR O _ y ECH PUR ECHINACEA PURPUREA HYP CAL HYPERICUM CALYCINUM LIR BIG LIRIOPE MUSCARI 'BIG BLUE' EXISTING ' �' / / — - • 'lJ I \ RUD AMP RUDBECKIA AMPLEXICAULIS VEGETATION ' r' ' ' - - '� — —do0 — �' t — _ \ I TO REMAIN r r ' �� P• —. • _ � h — , � —1 � \ � � � � SED ALIT SEDUM X 'AUTUMN JOY' / ®\ I OHP l 1 1, I (15) ILE BUR \(6)ITENLA <7 NAIL II 1 \ I \III • /' - - 7a' \\ (5) NYS SYL;; SET \ III II III III \I II II / '/ ,/ / ''- � ,''•. � �'� _ _ -- �- a � __ �� \ NAIL III I IIII • • � � / / i � / � ... � ��r - _- A v � �\ �\ �'� \ I p IIII \ I I 1 -67,Y ��, ,': • ^ 674 � � \ \ \ -� \ I I- - � II ROD �� '' ' —I - ' - 6' (57) HYP CAL \\ ' SET I SET I p / / / ' I , ' ; - (28)ILE WINI I (41)HYPCAL �9 00 (2) NYS SYL . n� i ' I I 41 HYP CAL — — — _ (105) RI AMP I GI 1 MpNAG D SLOPE I I O II 6 I P C m ON I I!" �o r r ' / _ ° — (2) QUE PHE yl I rn p7 �frl- _ ' - - I coma =--_-----____=== �==========_ - = = =- L' o (1) UE PHE _ 69 / 0- (6) AME BBB ' I v v � C� - - / �dI \ (5) QUE RUB I o , (44) ECH PUR II (3) CAR CAR I _ - -._ n. :' a i i' ' (84) CAR STIR / / % MAA14r;ED,SILOPES (TYP.) � (52) RUD AMP \ \ I I \ � TP . •� �- r r ii (30) ITE NLA �. • r / r // ii ii --68 \ MULCHED _ w. �'-oo �A •�� e 3 .777 .Y\ � � � � ♦ +Vj.r .r. . l_ ��r `/``f•:i`.``R``6`V/ /`c�R +1IF re eO��•`_'•L'�� •�qy�� _ -� � • - - -• Y W,� 'Y'to• !� e w- S 111A - 4 i vil �f •e i•.• .• .• J.i �L•J.•1`31 .L 1.I2•. .L•. . ` ' •I. �-_�r� if � i F - oF.'� �e.�. ;o ::o::A, �!L,;,.... L- + \•�'V`:�•. ... 2Ja�:/�r.: 1.. _ .. ......- a -. .:. ... ... •ei •o.....e..o.. e..._. _�_ ..-.-...o. ..J .. ,•i•. ...�.L!i i. !i�i ::. �. l:_� 1•:�+'.` � •�3�•�•�1�•••. �...G•3 _ rg �y•P�❖.•. �.•••t� �� i.•••• �.31•••.�•3••.�.••❖•••; ��C�y17�--_ / 1.� i MINK, �� - ... .-a..-�-�. i� 1�-.. ....... :-._ Man ��\ �� / i'��: 'tl :�tLt�N I � �� ai VI .�_ .'".-:.. ••�e••4MOcMOq -Kr•- ♦. �...••!♦ a•i •. �•.\••�� P•-•3.i � ...'.•.(`��. �•`.. `L-••• �1 •.--!•3♦ •33.3 ��r � _�� 1 _• '.' z. �O1e. !L 2H. _ _-__ -.. _O\\C1=-...-_xeo•�.e3% - �5-lt?- - -- - .,..� .�`'�►_,.• rr,.►1 �. -� �.-rr.•r0y:�..•:,:�.•.•.❖.❖.��\6_ .�� __ .7cii.•' ��.....ia _. _,.- --- � � - -�� 7 �� i • 1 1 _ I \ .ROD TV UGT_ - - -Of 3 ` — ;I I6 Y `(2g) ECH PUR (45) uR BIG FISH GAP TPKE - - \ _ r (35) SED ALIT _ , _ • — J I \ _ _ (41) LIR BIG (30) ECH PUR U.S. ROUTE 250 114 — y (53) SED AUT ' (34) CAR STR (57) CAR PYL ( )CAR PYL / (35) MIS MOR (28) ILE GLA i I (75) CAR PYL VARIABLE WIDTH R/W (19) GEL CAR (79) ILE HOO (10) ILE BURS' n _ _ (29) SED ALIT(36) CAL KAR —(22) ECH PUR z (45) CAR PYL 3 � I I n - - - - - - - - rtr C I STORM CULVERT \ / / STORM CULVERT g � II II - - LI 0 -\ iD iD n � 1 3 \ I1 \ I a - - - - - -1 —12"W -. (13) COP OCC (13) PLA OCC (15) COR FLO — — — — — — — — I — — SCALE 1"=20' 0 20' 40' W. R "C DI Wo. 1 06/08/22 0 E u N VI N C > E w a E W Q<j UEO W J—N M W N am, v z M 5n X c LL oQ � V° LD C � rn O N M W J mH V) 0 x LD H w Lu x z O in Ix Z) Z O a LJ Lu w Z O U) w I w Q DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' Lu V �zz ova ,0 > J Lu D �UU � W Nmz Lu J Q O J U JOB NO. 48757 SHEET NO. L1.0 a 2 0 0 3 a 00 o0 nV) vN 00 a2 6 c 2 TF E0 �N a0 0 Z z„ O2 X w o$ 5 �L n w c h w 0 N 'Ti 2 >v h m 0 E c 0 m 06 2 '0 a 0 m o 2 m .+ m o C 0 N 5E �0 _ E L 3- 2" x 2" HARDWOOD STAKES County of Albemarle ROOT BALL Conservation Man Cheeklbl —To be placed on Landscape Plans (Handbook. pp 111-234-I11-297 for complete spedficalions) 12 GAUGE GALVANIZED WIRE I. 'rhe rollowhur Items shall be shown on the plan: 0 T rccs to he saved: ® Limits oideuring (outsiJe dripline of trees to b: suveJ l: 0 laxmion and type of protective fencing: 0 Onuk changes requiring Inc wells or walls: 0 Proposed (rertching of funneling heymtd the limits ofdtaaing. 2. Markings: 0 All trees to he saved shall be marked with prim or ribixm at u height dc:ol) visible to equipment operators. NEW 1/2" RUE 0 No grading hall begin until the tree marking hies been inspected and approved by a( ounly Inspector 3. Pre-Construclion Courerence: 12 GAUGE GALVAN 0 bee preservation and protection measures shall he reviewed with the cumracwr on site. ALLOW FOR SLIGHT h 4. Equip Deal Overation mail 5toraEe' 0 Heavy equipment, vehicular truffic and storage ofconswetion materials including uol shall not be permitted within the driplinos ortmes 3 2x2 HARDWOC to be saved. 2'-6" MIN BELOW STAKE SHALL BE 5. Sall Erosion and Stormwater Detention Devices: 0 Such devices shall not adversely affect Imes to be saved. MIN. 18" OUT FR' AND OUTSIDE OF 6� 0 Fires are not pernimcd within I OU feet of the hipline of Imes to be saved. SET ROOTBALL FLUSH TO 7. Toxic Materials: 1-2" HIGHER IN SLOWLY 0 Toxic materials shall not be stated within 100 feet ofthe dripline of trees to b; saved. SOILS. DO NOT COVER TI 8. Protective Fencing: THE ROOTBALL 0 T rces to be retained within 40 feet of n proposed building or grading activity snail be protected by 1'cncing. RDDTFLARE SHALL 0 Fencing shall be in place and shall b: inspected and approved by a County Inspector prior to grading or construction. ABOVE FINISH 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to he saved. a tree well shall M provided and a construction detail PRUNE submitted for approval. 10. Tree Walb: 0 When the ground level must he lowered within the dripline a tree to be saved, a tree wall shall b: provided; and a construction detail submitted for approval. 11. Trenchiee and TunneOng: 0 When trenching is required within the limits of cicaring. it shall be done as far away from the trunks of trees as possible. Tunneling 1 :1 SLOPE OP under a large tree shall be considered as on alternative when it is anticipated that necessary trertching will destroy feeder roots. PLAN 12. Cleanup: SCARIFY SIDES BEFORE 0 I'rac;tivc fencing shall be the last items removed during the final cleanup. PLACE RO( 13. Damaged Trees: 0 Ddmagcd trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. UNEXCAVATED OR TAI NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVAIInN REQUIREMENTS. Alt ✓ter.!/ /� '7— Z0 ze VER SIGNATURE � (Is CI E) l V n V oSER SIGNATURE (DATE) 7 HEIGHT VARIES WITH PLANTS 12" MIN. 1 GROUND COVER PLANTINGS 5/t/06 Pdge I o' 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 NOT TO SCALE INSTALL SHRUBS SO THAT THf TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOPy3 OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED -W 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 Y3 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 GA UGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT Canopy (sf ACE BUE 4 ACER BUERGERIANUM TRIDENT MAPLE 2" CAL. B&B 500 NYS SYL 7 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 1,057 PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B 19,175 QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 2,095 QUE RUB 5 QUERCUS RUBRA RED OAK 2.5" CAL. B&B 2,405 EVERGREEN TREE QTY I BOTANICAL NAME COMMON NAME I 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 CDR FLO 15 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 1,860 MAG SWE 17 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8' HT. IB&B 1791 TOTAL = 32,328 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL KAR 36 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 24" HT./SPRD. CONTAINER 36" D.C. COP OCC 13 CEPHALANTHUS OCCIDENTALIS BUTTONBUSH 30" HT./SPRD. CONTAINER 72" D.C. ILE BUR 63 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" ox. ILE HOO 79 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 36" D.D. ILE GLA 42 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" ox. ILE WIN 39 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 48" D.C. ITE NLA 48 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 18"-24" HT./SPRD. CONTAINER 36" D.D. MAH BEA 15 MAHONIA BEALEI LEATHERLEAF MAHONIA 24" HT./SPRD. CONTAINER 72" D.D. MIS MOR 35 MISCANTHUS SINENSIS WORNING LIGHT' MORNING LIGHT EULALIA GRASS 24" HT./SPRD. 48" ox. VINE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING GEL CAR 119 1 GELSEMIUM SEMPERVIRENS JESSAMINE ESPALIER 11 GAL. ICONTAINER 48" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR PYL 291 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 CONTAINER 18" D.C. RUD AMP 157 RUDBECKIA AMPLEXICAULIS BLACK-EYED SUSAN 4" POT CONTAINER 18" D.C. SED ALIT 117 SEDUM X'AUTUMN JOY' AUTUMN JOY SEDUM 4" POT ICONTAINER 18" D.C. GENERAL NOTES LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 13 LARGE TREES ROCKFISH GAP TPKE 470 LF WITH INTERSPERSED 470/35 = 13.4 13 LARGE TREES 15 FLOWERING TREES FLOWERING TREES 1 LG TREE PER 35 LF 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 a per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENTS REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5 % GROSS PARKING AREA 6,922 SF 6.922 x .05 = 346 SF 346 SF 517 SF TREE COVER CALCULATIONS a per Sec. 32.7.9.8 of the Albemarle County Code SITEAREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.56 AC (GROSS SITE 10% COVER 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. NO. ) 06/08/22 M E 0 N U N C > E w o E W Q w U. tj O pow 0 m fifQ< j U 00 w J — N h, WN N v 4� 't 3: j net N LL 0 Q � Vm LD > C � rn O N at 7 & M a� W J mH INSPECTIONS/GUARANTEE a UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. a ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS 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. H Z O a_ U (n w Z O U) > w DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=50' V/ J LU H1 < Q 0 a 0 Z 0 (D z Vl Q LL (n J :5 LLI W U U U)w0 <z Uj Nco Q 0 Q oC U U 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 rn+ + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + + c 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 I 0 0 0.0 0.0 0.0 0.0 0.0 .0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0 MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE .0 0.0 0.0 .0 0.0 0.0 0.0 0 ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING / I I RESIDENTIAL DISTRICTS AND ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR SCALE V=20' / I ll I II RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. I 0 20' 40' n I I I 2. MAXIMUM POLE FIXTURE HEIGHT IGHT IS 20' - INCLUDING BASE. n ,UK W. R "C DI Wo. 1 06/08/22 E 0 N U N C > E w ° E W Q< j U 00 W J-N > W N N v 30x 9d LL V° LD IiEC � !T O N M v W J m � V) 0 0 x LD H w w x a 0 O Ix Z) O Z O a 3 U) In W Z O .. w I DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKEJBY F. HANC SCALE 1"=20' U W I --I W Z (10 O LL _ J a W 0 U �wz J W L Q N m U J 0Qz U � I -I J W JOB NO. 48757 SHEET NO. L3.0 0 a N 0 3 a 00 oX o0 �N 00 a2 E M„ a0 0 Z z„ O2 69 FT N L L a w B J h N O_ L MN 0 = E c 0 m 06 M '0 a 0 hgo m o m = 2 MN m o C U N s. E m 0 _ E L m E m 2 I "DAx, LIGHTING VIRGINIA xNE0, Self -Storage Dt: TIMMONS Notes: 'III-M-40LED-700MA-WW- I D4 19-T-HS-PLED SOLID STATE AREA LIGHTING PROJECT NAME: PROJECT TYPE: BAZAR SERIES -LED P E C I F I C A T 1 O N S L l l'i, -. il,_.. cast low Copper r a um A356 0ll , Aa2M copper) Y PP pP ) - assembly with integral cooling mrsi( O beat Panel mounting _ - _ (surface to facilitate variance e surface milled Ahe (surfoce variance of g fini and cooling ens. Solid housing 9 thermal transfer at heat t0electrical optical P P P P wall se orates optical and electrical cam ated t ne � t rid electrical compartments ore integrated fo create one to - f ssembly. Minimum well Thickness is 188'. 1:!11,yHLtiltdN,, irJ .I A1F9AFB,1 Leavy cost IOW copper aluminum (A356 alloy, 4 2% copper) assembly with Integral cooling ribs surrounding the electrical ' ::ompodment and a flat surface on the top of The arm to :ccommodote a photocell receptacle. Solid barrier wall -.. -eparafes optical and electrical compartments. The optical ' ompartmeni and electrical comportment with the Integrated -.upport arm combine to create one assembly. Minimum wall Ilvck n ess is 188". Cast and hinged driver assembly cover IS rite rated with wiring comportmentcover- 9 9 PLED' I r mltters LED's are arrayed on a metal core PCB Panel with each aye IOCated a copper transfer and BAZAR s anal byanPrinter to t e tan LED optics completely seal each individual by an LED refractor rarvid al meet emitter to meet an IP66rating In asymmetric distributions r rig Y . a (MODELS: P2RM. RZR. RZR-GNRZR-MAF•) PATENT PErac r reelsthe house side inside she refractor micriul ndl Towards oatpul s the street side and functions as a house side se side dtrig element. Refractors are injection molded Her acrylic g ale -hie -ach LED refractor is sealed to the PCB over an emitter and all 7 e by one Panel. or aluminumframeameo I roan group.facofsareretained tic group or Panels ice luminaire, have the same optical pattern. LED produce standard site/area distributions Panels are A Fefractorsld replaceable Feld replaceable and field rofotoble Ln 90'increments. I D1?I m -) 1 Constant current electronic with a power factor of >.90 and a RZR-G ■ -ninimum operating temperature of-40°F/cA0'C.Driver(s) is/ore UL 4 no c recognized and mounted directly against the Electrical n lousingg to mot transfer, held dawn universal clamp facllltate al c,IIfate e sy removal. blocks facilitate olph,,Ie d et driver and Covers a the driver and optical arrays. Drivers accept an Prays inputbetween Input of 120-277V, 50 (bOHz or 347 V-480V 50.601!z (0 - lOV j dimmable driver is standard. Driver has a minimum of 3KV internal surge protection-Lurnmodre supplied with 20KV surge protector for Rzq. gZRM s PZR-MAF- A field accessible installation- wo:,w) I 1 II':I 1i h output LED's are utilized with drive currents ranging from 35mA to 1050MA, 70CRI Minimum. LED's are available in ~ B ~ to White Neutral White Cool Optional Cool Whitt ) or 2 RZR & RZRM . wormrdutralW For uU Factory brother Consult options. Worm White lonfL n A I1 TFF 1 `P P A (Phosphor Converted AFE LED's utiliz e PhasPForB IIIrnote cobr output simtlor to LIPS lamps and hoveoslighfalttout RZR-MAF` o n the blue spectral bandwidth, IRA (True Amber) L Db Mf la* T nateriol that emits light in the amber spectral bandwidth only without the use of phosphors, ElectrostaticallyapPSed TGICPol,/asMrPJ d@r Coat Onsubstrate omparad with 20 PSI power wash of 140'F Four step medic blast :;nit iron phosphate pretreatment for protection and paint dhesion.400-F bake for maximum hardness and durability, --Fr R F -F•IL-' I F 111i.- uplaces standard Electrical Housing Fits standard 2 3/1 O.D. FIXTURE A B C 0 RZR-G Is 36 e' 3' 7 RRR " RZRM .. RZR-MAF tenori (2) strops with Two (2) bolts each encircle tolizontal the lower half of the tenon. Upper halt of the tenon rests an -DEC PENDING As OF 7119 .elf- centering steps that position the angle of the lumtnaire at 0°, i I.S', ,1.5 or «3- up from the hon2ori l.AR horowore is stainless -,'eel 'I. c al, us 1® NwoeWTNe tLIS1% 2020248 U.S. ARCHITECTURAL J.S. Architectural Lightingwr`�"xY mro Pz - PAIiFia"^^. Submitted by Lighting vir InDuCentral Catalog Number: RZR-PLED-III-M-40LED-700MA-WW- Type: RPAx, Job Name: LIGHTING Crozet Self -Storage XX-RAL-8019-T-HS-PLED D4 VIRGINIA Architect: TIMMONS Notes: �arZEce LV-CENTRAL21-95516 BAZAR SERIES -LED WALLMOUNT PLED°' MODULES RZR-G L =;, = 2 !e RZR F.PA=o.57 CAST ALUMINUM ARM AND WALL A.;'.I AVDilable in: BRACKETASSEMBLY PROVIDEDWITH IT.C`: r. t. a'.IDI 8 LED Mo ul Mx 0 tl e a 80 LED Module BUILT IN GASKETED WIPE ACCESS FOR FIXTURE/SUPPLY WIRE CONNECTION. 120 LED Module WALL PLATE POLE DRILLING TEMPLATE I E5D- a ne J�I ' T:rtT 1.2s pON RZRM z' :.. ,,: J wlREwnr RZR II,7EE,? O.dS 7 .563•gIA. BRZR-G , n A6L LEule Vac, 48lED Motlule s0' olA.48 �B'S8 IFWrtrt f )HPLES 406 DIA,umm: pl..u. PM/PLED4V/SCLED70DmA/CW/277/RAL-8019S MODEL OPTICS LED MODE VOLTAGE FINISH OPTONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO. LEDs DRIVE CUIMENT COLOR STANDARD RZRG 1WP-CDR TEXTURED TIMM 77 RZR G ❑ PLED41 ❑ 1 Music 113501 0 ❑ 120 ❑ BLACK ❑ HIGHLOW DIMMING FOR Rill MWWIISDswncHIM;CR ❑ BOLED ❑ 5L5mA ❑ 208 NONINTEGRATED MOTON ❑TYPE N PqM feel ARM CW(50 ❑ WHILE SEENSOR.........HMW PLED41i ❑ T00mA' RA49003-7 ❑ WW (9WOK) ❑ INTERNAL ❑rmENMEgaN rYam�N, LLUJMINAT(Nt ❑ 1O50mA' 1277 ❑ GAFY HOUSE SDE SHIELD NSRFO ❑ PHOTO CELL, VOLTAGE ❑ PZP WI�W+ PLEDFOAUL RZR EVARAMean. raP.c»m uacalrn: ❑B4] RA4]OObT ❑ DARK BRAE ❑ MITI [3 BOLEO ❑ 480 (EXAMPLE: PCIM14).. PC«V ❑nPE IIIMfD. ,nIAIBn PIEDJIMa IIJI ❑ AIMED❑TMT RA1d014T LOCK IwE 1111MpE ❑ ® PLEASE RECEPTACLE OfILY.. iPR GREEN RAl-0WSl PLE6111AN.... AMBER' ❑1TxN MRST LOCO ❑ PHOSPHOR SELECT ipl 5!.gC[�HNSN ONL RECEP1ncLE Y. .rPR] C RLRM ❑ TYPE N ❑ RZRM CONVERIEO ISMrt SiYx-r PLEDNV .. ® AMBER 4BlED FICA 'Aiwv.FOLAR VxeNNE PcumWa7 ❑SINGLERIM (12GY, LT7V. 94)10.. SF ❑ TYPE N TrYsncusmluca PLED _. ❑ 2dlED ❑ TRUE AMBER' ❑ DOUBLE RAZE IRA ROW.2Nv. 4wv) .OF ❑IWEVNARROV, ill1. n e, xs cc RE6VSaN _..■ EVEN'x'Y1Pi ❑ STEP DM MOTION SENSOP (MGRAMMED501100) ❑TYPE Vmrp. e.xrn w , - -. ,Eno u,Ix+He ... _............ L\'F211 PLED-V4Q.M s-A x - qw . .111, ❑ REMOTE MOTONSENSOR ❑ PIPE V WIDE CONRGURATOR PLED-V-S" :nlDel B.B. Arohlf@ciural Lighting p,v!oIIDIINjMBAYR F°.�Y12Ei�Nl © U.S. ARCHITECTURAL _® SUbnllttec un: NOV b, 2021 SITE LIGHTING FIXTURE CUT SHEETS - POLE MOUNT Z!L SubmiW by Lighting vir inia-central Catalog Number: Type: ,TRAIN, Job Name: SNS-20-40-11-AB-DM19 LIGHTING Crozet Self -Storage 20, S POLE VIRGINIA Architect: TIMMONS Notes: �xNEA� LV-CENTRALRt-95516 DETAIL 3 V 0 6 0 0 0 6 0 0 0 0 0 P01 F - ^HT 17.5' FT) 0 0 0 0p pl 0 0 0 0 P 2.5 X 5' HANDHOLE ID 0' DETAIL 2 18" DETAIL 1 f BASE COVER COLOR: DARK BRONZE TO MATCH FIXTURE 0' VIEW t' AME]IICAxLRB POLE REv oarE aY REYIsxM 2MIOC NIR Ek SLIDE NI PRWECT NAY,. x DtrWoRlx IYmmD Rotor Nilq i70434KFINEcxi 101112 BM r '^ �mei ica ■ NI) 0 G TMO FAC LitePble o%Hmcn ueL D, NITS CRR SQUARE STRAIGHT STEEL ANCHOR RASE 20' X 4.H" x 11 CPA sNs-zD•aal l-Ae SUbmdtfed On: Nov 5, 2021 ill Index Pa e ❑ T20R (X.3@' OP X 6' TpLL) ❑ T25R (2.B8' OD X 4" TALI.) 8.00'-9.00' 180' BOLT CIRCLE ❑ T30R (3.50' OD X 8' TALL) ❑ OM19 ID-Q 8.25" �' + 27D' ❑ DM28 STM 7 ❑ DM2B zo ' L� $ ❑DM38 � .a8'R SLDTTEO BOLT HOLE (X4) FATIGUE S RESISTANT I I ❑ OM48 sin BELL SHAPED i I SASE I6��O T�W�L�SN P RS iNOMI[ RI P OBM10. '!Ds DETAIL 3 POLE TOP DETAA 1 BASE PLATE -"'1f^•iJx MFHPRRIXTRWIAitl ABT•OBS-0 MANUFACTURER TO CUT DOWN T01]A' HEX NUT k I WITH 90'CONCRETE BASE BY OTHERS WASHER (X2) J� FOR OVERALL HEIOHTOF 20' A-g, 17.00" PROJECTION PAINTED TO MPTLH LUMINAIRE 4.00' GM19'. GRILLED FORSINGLE WMINNRE L ` DETAIL 2 ANCHOR BOLT t) HARDWARE TO BE GALVANIZED TO, ABLY AI53 2) ANCHOR BOL15 SHALL FE FULLY GALVANrHO PER AS1H Al 3) ALL WELDING TO CONFORM 70 AWS 01.1 MOST RECENT Ep710N. 4) FAIXSICAOON MEETS AISC (AMEIRCAN NSUNIE OF STEEL CONSTRUCTION) WAD1T QR11FldTDR 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. fi)NRAIKk DEd.UMFR: AMp1M AM[, 1EFABaS RKRf fafLXN N fAa AWAQ CM IILCA951NLY DOUR N SMORRS P NL PPfi RPAIR Ill ART NR14x® BT YMY YRRACRN4 YMAN[j yaAM6 AR IRIFRAGY IPPNDY-tIBIL M USERS YAX,aMIF PADaIA 9KUD ImuaE A A M A FOR Y FA r UBanY POI He (T1T59K NBI INN D ftN■1 Pa M SMICMIR DAYR. ALP i^AMtY D0.1WE5 Dg[ AEUi a BYUF F1aMB41 RVArxs fWll IOLTFD IBBAAON, NNiYD1E oEauea a RYPIWl ASS0.IAIFD AN Y01fYEN1 a AA UNEIIB MOrO ME FOE LOADING DATA MATERIAL DATA OE911N axlakl. COMMERCIAL STANDARD COMPONENT ASDA !tj®ay1"R^I BO PO t00 tt0 1,20 11301140 150 POLE SHAFT A500 ai. B EPA FT' B.B B.] 4.5 3.5 2.0 0.8 WEIGHT (Ibs) 740 167 150 BB 50 m - - BASE PLATE A36 FINISH ANCHOR BOLTS i1554 GR.55 1H0 MISC STEEL A36 POLE DIMENSION DATA TYPE DESfON Pam IXNGIH rill BASE DIA IAn TOP DIA IN) GAUGE OR MK oN) WEIGXT (ems) 9I5-2o-AO-ti-AB 20 4.00 A00 ri-GA 1M DETAIL GENERAL NOTES index yAx, lCoorit ame: RZR-PLED-III-M-80LED-7001101iLIGHTING Self -Storage XX-RAL-8019-T P VIRGINIA Architect: TIMMONS Notes: AeNEA� •• .•ea.ea °. SOLID STATE AREA LIGHTING PROJECT NAME: BAZAR SERIES -LED PROJECT TYPE SPECIFI CATION S OPTICALEICH-.Irlr; f low copper aluminum A alloy: c 2 r Fleury ly a pal (356 ti al 0 l copper) assembly with integral cooling ins variance Optical Panel mounting surface Is milled flat (surface variance < g fin to facilitate s thermal transfer of heat toelectrical and m aim fins Solid barrier housing 9 wall separates ophcal and electrical compated toscr a optical and electrical compartments ore integrated to create one assembly Minimum wall lhlekness is 188' Heavy oast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling ribs surrounding the electrical - comportment and a flat surface on the top Of the arm to accommodate a photocell receptacle. Solid barrier wall separates optical and electrical comportments. The optical comportment one electrical comportment with the Integrated support arm combine to create one assembly. Minimum wall thickness is 188". Cost and hinged driver assembly cover 15 integrated with wiring cover- 9 9 PLED'" OE'TIC S Emitter are arrayed on PCB oriel with each s P C ( fay ) cafe emitter faaaf@d On a Copper thermal transfer ad and eDCla9@d RAZAR by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a (MODELS ^P2RM. RZR, RZRGAR2P.MAF•) PATENT PENDING micro -reflector inside the refractor re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded H12 acrylIc. Each LED refractor is sealed to the PCB over an emitter and all T frameAnyOne Panel.Lor refractors are retained by anhave taluminum group of Panels in a luminaire, nave the same optical pattern LED D refractors produce standard site/area distributions. Panels are A field replaceable and Held rotatable m 90' increments. I LED IDLI' EP(5) 1 Constant current electronic with a power rector of >,90 and a RZR-G ■ minimum operating temperature of-40'F/40'C..Drlimi is/are UL 4 and CUL recognized an mounted directly against the Electrical c 7 ' ° Housing to facilitate thermal transfer, held down by universal clamps to facllltate easy removal. In -line terminal blocks facilitate ' wiring between the driver and ophcal arrays_ Drivers accept an input of 121 50 l or 347V-480V 50.601fiz. 0 - 111 dimmable driver isstandard-Driverhas minimum of3KV ol ctr r for surge protection-Luminaire supplied withh20KV surge protectoof RZR, gZRM s field accessible accessible installation.) 1 High output LED's one utilized with drive currents ranging from 350MA to 1050mA. 70CRI Minimum. LED's are available In B standard Neutral White (401 Or Optional COOT While (SOOOK) Or RZR &RZRM 1 Worm White(3000K), Consult factory for other LED options. 0 P A (Phosphor Converted Amber LED's utilize phosphors s to create color output simtlor to LIPS lamps and have O sligght output RZR-MAF'r c r- p inthe blue spectral bandwidth. IRA (True Amber) LED's utilize T - material that emits light in the amber spectral bandwidth only without the use of phosphors. FiPIi"I ElectrostaticallY PSIIied TGIC Polyester r Powder Coat on substrate and iron with 20 at power wash of 140'F. Four step media blast and ron phosphate pretreatment for protection and point adhesion. 400°F bake for maximum hardness and durability. --Fr FIF 7..-::.1 1 Replaces standard Electrical Housing. Fits standard 2 3/8' O.D. FIXTURE A B 0 0 RZR-R ca15r.. 361 .,. ' RRR 1 15 IE 15 2.11 65 l2RM ILs n 15 1B 2E 21 1.5" 115 J RZR-MAF horizontal lenon.TWo (2) strops with two (2) bolts each encircle 'arc PENDING As or Z/19 the lower half of the tenon Upper halt of me tenon rests on self -centering steps that position the angle of the lumtnaire at 0', 5'..1.5 or ♦3' up from the horizontal. At horowore Is shmnless CID AgbI us IM INW 1�1I 2020248 U.S. Architectural Lighting zv"e>F'" © U.S. ARCHITECTURAL �® yAxd daD Name: KLK- LIGHTING Crozet Self -Storage 7001V VIRGINIA Architect: TIMMONS Notes: "PreNEA SOLID STATE AREA LIGHTING RAZAR WALLMOUNT-LED OPTICAL HOUSING Heavy cost low copper aluminum (A356 alloy; .0.2% copper) assembly with integral cooling fins. The Optical Panel mounting surface is milled Aat (surface variance aE 003`) to facilitate thermal transfer of heat to housing and cooling Ins. The Optical Housing baits to the Electrical Housing firming a unified assembly.The minimum wall thickness is.18W. -L-._T -I I-i J._ Heavy cast low copper aluminum A356 alloy; < .2 P P O 95 Mounting in P v pP 4 ) assembly es mum wall g sur acness N over'. FrecesXILUS, edI-o Plate affixes si mounting an over a othee Mounting Ming Patean Electrical Housing anchors es the top edge of the S tighten Plate and stainlesssteelrecessedsapk@f o from 90the foot. the Electrical Housing l01he Mounting Plateirem the bottom. PLED E I '.I I I GS Emitters (LED s) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pod and enclosed by an LED rehocfor LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric dlshlbutlons, have a mbppEsflector Inside the refractor whloh le directs the house side emrHer output towards the sheaf side and functions as a house side shielding element. Refractors are injection molded H12 acrylic_ Each LED refractor Is sealetl to the PCB over an emitter and all refractors are retained by oa oluminum frame. Any one Panel, or group of Panels in a lummoine, hove the some optical pattern. LED refractors produce Type II, Ill, and Type IV site/oreo distributions os well as other specialty asymmetric distributions. Panels are field MPIOOeable and field rotatable'm 90- inc ements. LED DMVER(5 Constant current electronic with a power factor Of >.90 and a minimum operating temperature of-40'F/-40'C, Dr11YMr(a) g to U/are UL and cUL recognized and mountetl directly ggal0■ the Electrical Housinfacilitate thermal transfer, held dawn by universal Clamps to facilitate easy removal, la -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V 50/6OHz or 347V-48OV, 50.601h . (C - 10V dimmable driver is standard. Driver has a in lntmum of 3KV Internal surge protection Luminaire supplied with 20KV surge protector for field accessible installation.) LEE? ETAI'ER High output LED's are utilized with drive currents ranging from 35CMA 10 1050MA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (501 or Worm White (3000K). Consult Factory for other LED options, -II'„r._... PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and hove a slight output in the blue spectral bandwidth. TRA (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. Electrostatically applied TGIC Polyester Powder Coot on substrate prepared with 20 PSI power wash at 140"F Four stop media blast and iron phosphate pris realment for protection and paint adhesion. 401 bake for maximum hardness and durability. 60LED- I W 1019-T PROJECT NAME: PROJECT TYPE: T 1 Fain■F Fain■F C MAW1 ww�♦ Vry �f{ asG,a PR.6 ■�W14M Et" NN.." tit° flYm6 RZR-WM1 PATENT PENDING a1 A i - ■ -a 7 TV 1 rinu■E a ■ a BE_ B �y !.a. RZR-WM2 PATENT PENDING A 6� 1 1 exwRE a 6 c R2RWJ Pyb„� » b5' RMWYFM RZR-W MS PAENIPENDINR c b L Us VA,F INTHE tLM& 2019093 .re "Yioiuo°" IF,- © U.S. ARCHITECTURAL « U.S. Architectural Lighting _> ( 1 ^_ _® Submitted b Lighting vir mia-cemral Catalog Number: RZR-PLED-III-M-80LED-700MA-WW- Type: "DAx, Job Name: LIGHTING Crozet Self -Storage XX-RAL-8019-T P VIRGINIA Architect: TIMMONS Notes: NxNEA� LV-CENTRAL21-95538 BAZAR SERIES -LED WALLMOUNT PLED" MODULES RLF6 E.P.A" 0.76 RZR F.PA=0.67 CAST ALUMINUM ARM AND WAIL AVOtIOb!e in'. Available in: BRACKET ASSEMBLY PROVIDED WITH 12D LED Module Max 00 LC M19adule Max 80 LED Module BUILT IN GASKETED WIRE ACCESS FOR FI%LURE/SUPPLY WIRE CONNECTION. 120 LED MDd Submitted On: Nov 5, 2021 212 Index Page EM fil , Submitted On: Nov 5, 2021 2l2 Index Page submittedb Lighting vir mia-cemral Catalog Number: RZR-WM3-PLED-IVFT-60LED- Type: yAx, Job Name: LIGHTING Crozet Self -Storage 700MA-WW-XX-RAL-8019-T W VIRGINIA Architect: TIMMONS Notes: �xNEA� LV-CENTRAL21-95538 BAZAR WALLMOUNT SERIES -LED EMERGENCY OPTION PLED®MODULES Emergency Back Box (Ent) 9!4'Sunace Cmdult (SC) xxxii Ttxt: do x�sOLEDMDtlule� � ��EMaD Is.• e o-ace' o Tn r °m '° RZR-WM3-LED EP.A._.69 O Available in 60 LED Motlu le P mF EMERGENCY OPTION BACK BOx EXTENDS R" BEYONDixF STANDARD HOUSING AND e s 40 LED MOdD Ir. CONTAINSIHE FMERGENCYCOmpONENR (EC) INCLUDING BATTERIES OR CAN BE USED fCR$URfACE CONDUR($C)APpLICANON51HfRE I510 BE AN 5C1, $C2AND SCI OPTION FOP THE DIFFERING XW SING sIZES. aC SNIPS WITH THREADED CONDUIT PLVGS. 'HF EMIED SYSTEM PROVIDES POWERfO AIL ZEDS WINE ARRAY (4040 or oD)IO MfEI RZR•WM2•LED E.P.A.-,a7 'Nf fallOIVING VGN1LEVELS FORA MINIMUM Of 90 MINUTES win=a5-:11oMA Avoidable lrv. dO LEDModUle 1VM}_lb 190MP IVMl }e..3350MA o 0 2D LED MOOU le ' MULTIPLY}Hf %pBWF BYtNE LUMEN OUZPUtk` 950MA RZR•W M 1 •LED E P, A.-.33 WALL MOUNTING Avoilable'n'. M°xrmrq eio°Y°t 20lED Module I""°S°,., MAX INPUT WATTAGE r.YEN, - Ror DRIVE cuT4TENr lW's OSOmA 525mA ]DDmA ID40mA E t0 RAW 49V/ 131W T9BN1 Se!Screw��L NJ 65W 65V1 BIL4 T3gW Sec S[row le[Y 81 134Y 93W AAW dfiW RL7-W M2/PlF04V/40LED700mA/CW/277/RAL-B0194/SF MODEL OPTICS LED MODE VOLTAGE iINc,11 OPTIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS STANDARD ❑ HIGH IOW DMIh'ING F04 PLED DISTRIBUTION T/PF NO. LEDs DRIVE CURRENT COLOR TEMP -COT IEXIUREO FINISH EKGUNAL CrCNfROI. X15W ❑ RZRNIMI ❑TYPE II RDFWMI ❑ 201ED ❑ %OmA )' ❑ 120 ❑BLACK HOUSE SIDE SHIELDING PLFDfL. RA1.900ST _.... NGPUD ❑ 525mA ❑20B ❑ PNDtO CELL .VOLTAGE ❑ ltff II R.ONTEIO'N CW (5 ❑ 240 ❑WHITE (EXAMPLE PC12DV) _ PC.V PIEDdIiR., ® ❑ ]OOmA' �-W0.1T ❑ S12W&2]] ❑ WW GOOK) 0277 ( �.... .. BE ❑ RZR2NIX! ❑TYPE III ® RIDWm2 ❑ 1050mA' ❑ sa7 ❑ GREY u ioosT ❑ DOUBLE FUSE PLlwu ... ❑401ED IapaxFa r:DN)YI rP,,a,Y IFU C4YGA5 ❑� (20BV&24pV)....... DE DARK BRONZE ❑ TYPE IT WIDE I7 ❑ STEP DIM MOTION SENSOR PIEwIFW PA14D14-T (PROGRAMMED 50/100) AMBEPr MSF211 ❑ TYPE N ® ❑ PIIDSPIICR PLEASE ❑ REM01E ❑GREEN yy,W,�/. H. -C HI N0. 1 06/08/22 n E O O allU MI N C > E W E W L o L n ElfO L to Q<jJ UGO - W > Li IY O iEDN W W N V (.7 Z FF � � F � X 9 LL 0 Q Vv ED Qn IL C � O N In M v CO J m � Of 0 O 73 73 tY 2 H W W_ a Z Q U) C Z) 0 CL O ce Z O-I r a Dti U LUU) W ❑ Z O Iti W W Q DATE 2/2/2022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' V V W Q W O z V/ V / > LL U Z ° W ) z `+ A J Q F1 F- LU Lu NED J Q U OI-IINNINNI ' 1 ' U I-n1 L L SITE LIGHTING POLE CUT SHEET SITE LIGHTING FIXTURE CUT SHEETS - WALL MOUNT H JOB NO. 48757 SHEET NO. L4.0