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HomeMy WebLinkAboutSDP202200007 Plan - Submittal (First) 2022-02-07LT Itor oN ArA. TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 05600-00-00-03200 AND 05600-00-00-032AO YGUSEF 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) 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 ZONING SITE REQUIREMENTS: USE CURRENT: COMMERCIAL BUSINESSES PROPOSED: 97,000 SF 3-STORY SELF -STORAGE BUILDING W/ BASEMENT SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (CROZET AVE. AND ROCKFISH GAP TPKE) SIDE AND REAR: 10' MINIMUM FROM PUBLIC STREET (CROZET AVE. AND ROCKFISH GAP TPKE) BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (HIGHWAY COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: BASED ON NUMBER OF STORAGE UNITS P1=0.89*(#OF UNITS / 100) + 2.5 = 0.89 * (750 / 100) + 2.5 = 9.2 BASED ON SQUARE FOOTAGE PZ = 0.07 * (1,000 SF GFA) + 4 =0.07*(97)+4=10.8 TOTAL PARKING REQUIRED: 11 SPACES PARKING PROVIDED: 12 SPACES (INCLUDING 2 ADA VAN SPACES) IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.44 ACRES PROPOSED IMPERVIOUS AREA: 1.07 ACRES SANITARY SEWER AVERAGE DAILY DRY WEATEHR SEWAGE FLOW: TBD 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 FINAL SITE PLAN SDPXXXXXXXXX (INITIAL SITE PLAN SDP202100081) LAND USE IfE CODE AMOUNT UNITSOUT WEEKDAY M PEAK HOUR PM PEAK HOUR TOTAL IN OUT TOTAL Proposed Deveb ment M1365 Mini Warehouse 151 90,000 SF 4 9 7 8 ITOOL 4 9 7 S 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 ALBEMARLE COUNTY, VIRGINIA FEBRUARY 2, 2022 VICINITY MAP SCALE 1" :1000' OWNER: YOUSEF LC 5717 BROWNSVILLE ROAD CHARLOTTESVILLE, VA 22903 DEVELOPER: MERCHANTS RETAIL PARTNERS, LLC 2801 HIGHWAY 280 SOUTH, SUITE 345 BIRMINGHAM, AL 35223 CONTACT: ANDREW LEWIS PHONE: 205-329-3934 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CLINT SHIFFLETT, P.E. TELEPHONE: 434-327-1690 Sheet List Table Sheet Number Sheet Title CO.0 COVER C1.0 NOTES AND DETAILS C1.1 NOTES AND DETAILS C1.2 NOTES AND DETAILS C2.0 EXISTING CONDITIONS & DEMOLITION PLAN C4.0 LAYOUT AND UTILITY PLAN C5.0 GRADING AND DRAINAGE PLAN C7.1 UTILITY PROFILES C7.2 DRIVEWAY & SIGHT DISTANCE PROFILES L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 SITE LIGHTING AND PHOTOMETRIC PLAN L4.0 SITE LIGHTING CUT SHEETS �Alllemmle Couflty Date of Report Service Auth.rity Hydrant Flow 9/25/2021 c:::�Test Report ,,a,.,.. i Location IROCKFISH GAP TPKE CROZET Pressure Zone Crozet Service Area Date and Time of Test F 8/25/20219:5500 AM Minutes of Flow 0 Pipe Site (inches) Pressure Hydrant 10098 Static Pressure (psi) F 10121 Residual Pressure (psi) 54.7 6d Q20 Looped ❑ Q20 Multiple lnline Hydrants 0Q20Sirgle Flow Sprinkler Test Single Flow Flow Hydrant Nl I 100991 Pltm Pressure 41(psi) 37.3 Yellow l ❑ Ted Flow 1 853 Flow Hydrant g2 11523 Pilot Pressure p2 (psi) 39 Yellow W Ted Flow 1053 Flow Hydrant g3 10097 Pilot Pressure 43(psi) 23. Yellow EZ Teat Flow3 830 Total Estimated Flow (gpm) 2716 AWWA Q20 Calculation(gpen) 3669 iNovaluem OSOlnarta[ealnsullltleMpewurtaapb.9MORa WefpMpea Rfl.) Comments Hydrants opened all the way. Ow v n.moaxmwahuvmxma.nnaree wrawpm.n.aw.>a,rhm.i.mrwnaN,aasszpro��i..,.ge,ae ww. WAiwnllw ooeaNJXHeers.a OenPo WNadprspmYalq.tlaaltFeaolWM.wagmtpearepup• uN. Estimated Consumption (gal) 5432 For use for water aunt Signature of Tester: .A�ax Saypaxt TOTAL NUMBER OF SHEETS: 13 Test Hydrant Flow Hydrant ■ arcs me Flow Hydrant ''A Flow Hydrant rs Ownership In SeMm.pMeb Ownennlp If 'seas 6 Albemmle County wnl.a�wp�mwls.xa..werq..ewwar-.r wa mhnnwp+un.vmvavyrnnama�.nnrminnav�s�e Wlnauinlmmn. e Service Auth6rity wry. o too wo wo aoo Po e�nr��pperv�ydNp[ma Fast $Tig eC.crtmnMj CLINT W. '2 S FFLETgi >� Lic. N �13R0 �4 2 2-2022 l • � re se CL O ce t7 N z 0 Z O E K U (n W 0 Z O (n C1 LU H 0 DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU 0z K7 U) / Jz ce LU LU o i OLU LU LU Ncc w J 0 ¢ U JOB NO. 48757 SHEET NO. C0.0 L LEGEND ROADS mSTORM PIPE & STRUCTURE NO. F�O�� DROP INLET & STRUCTURE NO. SEWER -S----cs) EXISTING SANITARY SEWER I AI Arr-D CURB W EXISTING WATER LINE 0 CURB & GUTTER GRADING BENCH MARK TC = TOP OF CURB CLEARING LIMITS C BC = BACK OF CURB - - 200 - -- EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 PROPOSED CONTOUR BIN = BOTTOM OF WALL TS = TOP OF STAIRS + 240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT 1D PARKING COUNT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) COUNTY OF ALBEMARLE Department of Community Development h Construction Record Drawings (As -built) for VSMP The following is a list of information required on construction record drawings for stormwater facilities (reference Water Protection Ordinance 17-422). It is preferable that the construction record drawing be prepared by someone other than the designer. Please do not provide design drawings as construction record drawings. A. A signed and dated professional seal of the preparing engineer or surveyor. B. The name and address of the firm and individual preparing the drawings on the title sheet. C. The constructed location of all items associated with each facility, and the inspection records to verify proper dimensions, materials and installation. The items include, but are not limited to the following: 1. Inspection Records and photographs for pipe trenches and bedding, including underdrains. 2. Video Pipe Inspection for any pipes which are not accessible or viewable. 3. Updated Location with geo-coordinates of all facilities. 4. Verified Drainage Area maps for the drainage area treated, and for drainage to the facilities. 5. Current physical and topographic survey for all earthen structures. Ponds should include a survey of the pond bottom. Surveys should verify pond volumes are per design. Corrections may be required for alterations from the design. 6. Plants, location and type. 7. Plans and profiles for all culverts, Pipes, Risers, Weirs and Drainage Structures - Display the installed type of drainage structures, culvert/pipe size, weirs, materials, inlets or end treatment(s), inlet and outlet protection, alignment and invert elevations compared to design. 8. Computations: For significant deviations from design, provide sealed computations verifying that the as -built condition is equivalent or better than design. 9. Ditch Lines - Display the constructed location of all ditch lines and channels, including typical sections and linings. 10. Easements - Show all platted easements with dead book references labeled. Facilities and drainage must be within platted easements. Provide copies of recorded documents. 11. Guardrail, fences or other safety provisions - Display the constructed location of all safety provisions; fences, guardrail, including the type, length and applied end treatments, compared to design. 12. Material layers - biofilter media, stone layers, sand layers, keyways and cores must be verified as to material types and depths. Include inspection reports, boring or test pit reports and materials certifications. Biofilter media must be an approved state mix. 13. Access roads - show location of access roads, surface treatment, drainage, etc, as applicable. 14. Compaction reports are required to verify fill compaction in dams. 15. Manufacturers certifications for proprietary BMP's certifying proper installation and functioning. GENERALNOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. 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. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 4. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 5. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 6. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 7. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY 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 AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 8. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. PRIOR TO TYING -IN PRIVATE STORMWATER PIPES, VIDEO INSPECTION OF EXISTING STORMWATER PIPES IS REQUIRED TO CONFIRM CONDITION. 9. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 10. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 11. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 12. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 13. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 14. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE 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 ACRID. THIS INCLUDES BUILDING SEWERS, WATER AND FIRE LINE BRANCHES BETWEEN THE MAIN AND THE METER(S)/BUILDING(S). THE SPECIAL INSPECTOR'S REPORT MUST BE SUBMITTED AND APPROVED BY THE ALBEMARLE COUNTY ENGINEERING DEPARTMENT PRIOR TO A CERTIFICATE OF OCCUPANCY BEING ISSUED. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. CLINT W. 7 S FFLET >� • Lic. N 54380 k 2-2-2022 <t+ • rr�' (N•N444 4•'� M E 0 o N � N C > E w v E � w v 3 Q LL 3 p LL O- w0 `mom J V 00 J -Li a>o" � N (� W U1 � 3:0'x 9 it LL p a = v (n = N =v>� F ¢ . c Lr' 0 N � M a� 00 J no O ce 0 Z O a_ U c.I to W 0 Z O U) w Of I DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A LU ( V a �1_4 J O > LU LIB } Q J o C) W U Z w N Lu Q � z U JOB NO. 48757 SHEET NO. C1.0 co L m EXPANSION JOINT WITH / .;j,pLTH OF��. PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB / R=2" I '% FILLER, "ZIP STRIP" OR 1 i NON -SLIP BROOM FINISH EQUIV., SEAL WITH \/�\/�\ • CLINT W. WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2. j� j� ° 6" �f� % S FFLET > N . 54JS0 4 ' 10" 3,000 PSI AIR ENTRAINED PORTLAND \/�� /�� / 2-2-2022 w� CEMENT CONCRETE:::::::::::::::::SURFACE::::::::::::::::: l�s ��I���O!1 AL '��,••• 0 0 6" TYPE 21A STONE COVER BASE � �\ �\ ° ��111111• ^� E . �\��%�/\\/�y COMPACTED SUBGRADE (CBR 11.2) VDOT A-3 CONCRETE 0 N o SUBBASE N � E DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w v E CONTINUE 21B STONE BASE FROM N ¢ u o 3 HEAVY DUTY CONCRETE SECTION ADJACENT PAVEMENT SECTION o w — w O 6 ` UNDER CURB, 6" MIN. DEPTH s W L No Scale a J N VDOT STANDARD CG-2 CURB a � N N 0 Z F a M a No Scale SIGN �'s� LL V w STD. U POST ur) X v ry z GALVANIZED = ¢' O 2" R �4 ~ c N ry N. w ° . CONC CURB AND GUTTER CLASS 3A, a (Pc=3,000 PSI) CONCRETE 0 6" 6'-8" MIN. REFER TO VDOT STD STP-1 DETAIL 7" O FOR MOUNTING REQUIREMENTS ° ° ° a' ° d a' d O EXIST GRAD METAL INSPECTION FRAME WISOLID LID (NEENAH R-1975 OR EQUIVALENT) ca d ° F 3" CONCRETE COLLAR 0 w CRUSHED STONE BEDDING .';. 6" MIN. H 6" DI CLEANOUT 2 Q Q 6., 6„ 2'-0"z 0 DATE CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL PLOFUNE D SUBGRADE PAVEMENT SECTION o 2 2/2022 / UNDER CURB > No Scale DRAWN BY AWED PESETYM CLEANOUT DETAIL K. FLYNN VDOT STANDARD CG-6 CURB & GUTTER No Scale PAWM PAWM DESIGNED BY No Scale • • C. HTT SIGNAGE NOTES:m m • CHECKEDBY BY :...:...:......:...:...:......:...:...:.... 2" ASPHALTIC CONCRETE SURFACE 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITHLTYLTM COURSE - SM-9.5A • C. SHIFFLE7T THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY • SCALE REVISION THERE TO: $100-$500RE SM $500RE � A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. TOW AWAY ZONE TOW AWAYZOhE 8" TYPE 21-B AGGREGATE SUBBASE COURSE • B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. • VAN '\//\//\//\//\//\//\//\//\� C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. 6'-8" MIN. ACHE 6AB MIN. VE COMPACTED SUBGRADE D. THE 2018 INTERNATIONAL FIRE CODE. F NBSOHED F NBSOHED (PER GEOTECHNICAL REPORT) 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE GRADE GRADE FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS QLLO CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING NOTE 1 ABOVE. SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL LIGHT DUTY ASPHALT PAVEMENT SECTION 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 24" STOP�P-) SOLID WHiiiiimf 2" ASPHALTIC CONCRETE SURFACE COURSE EDIA 5A 3" INTERMEDIATE BASE COURSE - BM25.OA PARKING SIGNS FOR THE DISABLED No Scale w 0 0 0 o V 12' STD. 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) \\/\\/�\\/�\\/�\\/�\\/�\\/�\\/�\\ O z (D NOTE: STOP SIGNS TO BE 30" WITH HIGH INTENSITY SHEETING NO SCALE HANDICAP SIGN COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) > I_LI LOCATION (TYP.) 0 2 2' 2' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS LL z SOLID WHITE LINE �} } _j 5 C)EOP FACE OF w O PAINTED o 18, 18 cuR6 HEAVY DUTY ASPHALT PAVEMENT SECTION (n J Q No Scale PER 6 4 SPEC. PAINTED Q 2: v STRIPE (TYPICAL) w m Q W 2' 2' 8 5 8 8 8 ��� TYPICAL VAN NON -SLIP BROOM FINISH O O 4" DIAMETER STEEL (TYP.) (TYP.) ACCESSIBLE ACCESSIBLE Z PIPE FILLED WITH HANDICAP SPACES REGULAR SPACE U CONCRETE. BOLLARD SHALL BE PAINTED STRIPING AND SIGNAGE DETAIL VARIABLE u MAX. CROSS SLOPE 2/o ICAL PARKING SPACE DETAILS [MoS YELLOW No Scale le 4 a .. PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2'-0" DIAMETER 7-1/2" 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED CONC. FOOTING CONCRETE e ° 6 5 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER � Ep EXISTING AGGREGATE BASE \// ANCHOR WITREBAR IMBEDDED 4H IN GROUND; COMPACTED SUBGRADE 2 PER WHEEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. MILL AND OVERLAY SEQUENCE://\// IL COMPACT I.X ROLL ISTING TEST IST NG BASE r EX CO RSE HEN PLACE \��\//\\/\\ \ '//�\//\\/ ti JOB NO. u NEW ASPHALT SURFACE. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 48757 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. Cl. 1 No Scale No Scale No Scale No Scale No Scale m 0 3 D 00 vX 2 �z .2o O c mw a c m 0- 0 D O 3 Z z„ 0 � a o r �3 n dm 2 Y J N X C L j g„ 0 = d� Eg 8M 06 a c �a 10 a 0 o a � c m m c o c � m a0 c E F_ L GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS W THN THE IPPUCASLE WIGHT M COVER RANGE NOTED N THE BTADND PC-1 TABLES UNLESS OTHERWISE NOTED N THE PLANS. 2. H .HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED MADE. , 3. D - EXCAVATION DEPTH AS SHOWN N PEAS N TO FIRM BEARING SM. �q CIRCULAR PIPE 1. 0 . OUTSIDE DINAEIER OF PIPE. v- 2. d - INSIDE DIAMETER OF PIPE. $ / 3. % - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. % - 12 WHERE d IS LESS THAN 36". z • 18" WHERE d Is 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL NAY BE ELMNATED FOR ISUNDER ROUTINE ENTIMICE PIPE NORMAL EARTHFOUNDATIONSCENT RASTIO FPEI /- " AND LESS IN DIAMETER WITHHEIGHT NCOVER IS OR LELEBB. . S. REGULAR MAY MATERIAL FOR USED N LEU M CLASS PLASTIC EMRMDE PPE (EXCEPT RASTIO FIRED 30" A2D i /• FOUNDATION TYPES FOR IN ALL FI NWD MEJ TYPES FOR T' OF C LESS N pN1ETEN CORN HEIGHT' OF COVER S' N LE55. , 6. BEDDING MATERIAL AND CLASS I BAGKFLL MATE&& MAY BE ELIMINATED FOR SHOULDER SLOT MET IX-UI OUTLET PIPES INSTALUTIONS. ELLIPTICAL PIPE 1. 51 - dITSDE SPAR DIMENSION OF PIPE. 2. 62 - NSDE SPAN DIMENSION OF PIPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE. TRANSITION BETWEEN PIPE DIAMETERS WHEN L % . WITH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. DIFFERENT SIZES OF % - 12" WHERE S2 IS LESS THAN W". APES ARE ENCOUNTERED. % - S" WHERE SiIS 36" AND GREATER 5. WHERE DEJECTED THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR / NOR11M1 EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE 52 Is ]B" OR TOFCOVER LESS MD IEIOHT OF LOVER 15'OR LESS. 6. REDEEM SMKFLL MATERIAL MAY BE USED IN LEU OF CLASS I BACKFILL MATERIAL FOR ERE S2 AND IS 38" OR LESS D N TYPE AN f S FOR ROUTINE ENTRANCE PPMEW NOTES WI HEGHT OF M COVER S'M LESS. SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WEN THIS DRAWING 5 TO APPLY TO YIDS£ STRUCTURES SPECIFIED OF OIT(ET FPE '- 'INERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS PIPE ARCH N RIMS N WHERE INVENT OF PPE 5 MOV E INVERT OF / j/ \ TO OF IR STRUCTf. / OUTLET LET INK MANHOUE OR DROP ME`E 15 FORMED CONSTRUCTED L S - SPAN DIMENSIONPE OF PPE. IN ACCORDANCEWTH APPLICTIBLEwSSTANDARD OR SPECIAL CRANING. / n 2. R -ARSE DIMENSION M APE. THE INVERT SHARING AS DETAL£D HEREON IS TO CONSIST OF A / v PoRTLAD CEMENT CONCRETE MIX CONFORMING TO CLASS AT M / 3. B - SEE PC-1 TABLE FOR MRIOABLE PIPE MATEIiIII. CLASS CII IXCEPT THAT 25X OF COARSE AGGREGATE MAY SE J IA TO 4' NDIAMETERAN DIAMETER D CONSIST OF STONE. BROKEN BRICK, SWINGER CONCRETET N BROKEN CONCRETE BLOCK. THE SURFACE 4. x - WIDTH OF CLASS ISACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIR. SHALL BE LEFT SMOOTH BY MEANS OF HMO TROWELLING. NONE I I I X - 12" THE S2 IS LESS THAN W". OF TCOARSE AGGREGATE SHALL REMAIN EXPOSED. x . S" WHERE S2 IS 36" AND NEATER . DETAILS OF INVERT STARING AS SHOWN HEREON ME FOR EXAMPLE - 5. WIENE DIRECTED BY THE ENGINEER. BEDDING MATERIAL NAY BE ELIMINATED FOR PURPOSES ONLY. EACH MANHOLE N ADP INLET IS TO BE SHAPED NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIR WHERE S2 IS W' N INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET LESS AND NONE OF COVER 15'OR LESS. CONFIGURATION AND ROW LINES. SECTION B-B S. REGULAR BACKFILLMATERIAL MAY BE USED IN LIEU OF CLASS I BACI(RL MATERIAL FOR PLAN &L FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" N LESS ARID HEIGHT of COVER ITOR LESS. METHOD OF TREATMENT IN MANHOLES :IFICATNIN �VDOT `�/pQT SPECIFICAT ERENcf INSTALLATION OF PIPE CULVERTS & STORM SEWERS ROAR AND BRIDGE STANDARDS ROM MID BRIDGE STANDARDS STANDARD METHOD OF SHAPING RERREN< sot GENERAL NOTES REVISION DATE 1 BEET 1 K 1 sNEET I GF 1 REasm HATE MANHOLE & INLET INVERTS 02 '\3 VIRGINIA DEPARTMENT OF TRANSPORTATION ,m ne bT.GO VIRGINAL DEPARTMENT OF TRANSPORTATION • • • •' • NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 COVER LIFT NOTCH 12 3/8" WATER CAST IRON LID 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 SLOPE TO MAN WATER 2500 P.S.I. CONCRETE THRUST BLOCK p-1 A SECIIN CAST RON +1 ✓X SECTION STEEL d-3430.3c EXPANSION KEYED 1�11�� 2'-)"NN� FOR DETNLS OF MET JO.1i CAST. BARS = APPROACt LUGS TO BELMA- x 2yA^xl/i• • CAST WITH t DEPTH OF INLET GO TO BE SHOWN N D'I LORD COLLAR r STIADA� p 1pT" CATER TWIN UP WE A __ A B � IN MICE m a 914- 2'I P " CAST RN STEEL $ME 66 t 3 LBS 4 A LESS INCLUDINGINCLWNG LUGS CNNECT B 2. TIE "H" DIMENSION SHOWN N THE STADNDS AND SPECIFIED N THE PENS __]]■" WLL BE MEASURED FROM THE INVENT OF ONE WADED THE OUTFAII PIPE TO THE TOP OF THE JONL STRUCTURE. PLAN "H" DIMENSIONS ME APPROXIMATE ONLY FOR ESTIMATING WELD I1L PU POSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED N THE PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STNDARD IS-1. THE COST OF FNNSIBN; AND PLACING ALL MATERIALS NCDENT& TO THE SNAPHD 5 TO SE NCULMD IN THE BD PENCE FOR THE ". 1 Ih.. x 11/R" x Y'J %' X 4" STRICTURE. PLAN LIlCS 1_ 12" BI/e" STILET SEEMCONNECTORS 4. N THE EVENT THE INVERT OF THE JOINT fG11TTER R G WARPE[ GViTEF BAR HARDW E XNtDwA4E _BARS F CLOTX WEEP HOLE s ME NOTE I •STEPS.'• NDTE 5 8' a -- SECTION A -A WTFNA PPE IS HIGHER THAN THE (CRATE REI,IDVEO R^T BOTTOM OF THE STRUCTURE.THE INVERT L-VARIABLE - NM.20' METED CAST. JOINT SEES A M THE STRUCTURE SHALL BE SHAPED WARPED L STANDING'SORR PONDINC OT MORT F WFAATTER N THE 9 2 �B 8" 3'-0" Y' �AACEH SECTION B-8 STRUCTURE. THE COST OF FURNISHING I I iT i 3 BNtS A GUTTER COLLAR DETAIL K" MiiERlIG IN N RNSED AND RACING QL MATERIALS INCIDENT& EINLET SHARING IS TBE INCLUDED ' N THE BID PATHE FOR THE STRUCTURE. DIMENSIONS FN O1MI' NO WASTE MANS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H 5 820S G '0 CASs IRON ONLY A" AR GREATER. MEALS SEE STANDARD STNDAAD BT-1. BARS F BARB E �B ry DETAIL B a. THIS ITEM MAY BE PRECAST OR CAST- WS" DIAMETER BARS B I I. BARS DETAIL A p 1 N-P ACIG WEEP HOLE FRONT ELEVATION BOOKSF a- 1•-e•• a• e 2-6" ). i4 % B" SMOOTH DOWELS AT - - - - - - (GUTTER REMOVED) 3'-0- f 1'-3" HIS SEE DETAIL APPROXIMATELY 12" C-C TO SE 5%I/" BENT RATE - SECTION B-B RAGED N N1 AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT ALTERNATE 1LD.ENT. H LIEU OF DOWELS 9" 6" r SEE STANDARD NOTCH MAY . PROVIDED. TE DDEESIGN -3, 4 FOR I/ R ' T� TYPE A NOSE DETAIL SHALL BE USED WITH C0-3 & CG-) STADARDS.--•_"' L7 -X21 "k �������������� 8 PLASTCE HARDWARE MOTH MOTH I/C' MESH2, TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CO-6 STNDMDS. •TYPE A V�D A �������������� • WI GALAMETED STEEL WIRE MINIMUM TYPE B /2 % P' STRING SHEAR CONNECTOR WELDED WIRE DIAMETER 0.03'L NUMBER 4 MESA GALVANIZED PLATE FOR TYPE A TO BE BENT ON M LADLE OF BB•30' TO LADLE RON1 AT 2'C-C. HARDWARE CLOTH ANCHORED FIRMLY CONNECTORS MO 5 TO BE ANCHORED WITH I/" % {" STUD SHEAR NOSE DETAILS ������ 1 TO THE OUTSIDE OF THE STRUCTURE. WELDED TO BENT RATE AT 2'C-C. e 9. CAST IN RACE CONCRETE Is S BE -�}I� .PAVEMENT CLA55 A3 (3000 BBB. PRECAST DI-3A , d-3B L d-3C T`.: WIPED PAVEMENT CONCRETE IS TO SE 4000 PM. Y/x nn I M. MY NTEPoNTE METHODS OF ANCHORAGE SECTION - ix r 0 A A LL������ ����11 SEE PETAL B MEETING THE APPROVAL N THE ENGINEER ONCRETE QUANTITIES FOR MIN. DEPTH ' - MY BE sSOWN HER FOR THE cAsr (Ron - --------- - -- LUGS AS SHOWN HEREON. 12" CONNETE PIPE - 1.{W DUE YD. CONCRETE APPROCAST %IMA1ER wEIG"T tl. DRIP NO WASTE dtNNS TO WATERWAY I I FLOW 15" CONCRETE PIPE - LOW CU. YD. CONCRETE 1/�' ;•( PRATE 363 t 15 US LETTERING 5 REQUIRED N ALL d-1 \/A\J I '`/A\/ 1 18" CONNETE PIPE - 1.820 W. YD. CONCRETE I` �I MATES. LOCATION OF LETTERING MAY �L �L DETAIL WHEN USED 24" CONCRETE PIPE - 017 W, TO. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. &IONIC FOOT OF DEPTH. GRATE DETAIL FOR usE N cRroEs FOR USE IN SAGS WITHOUT ADJACENTGUTTER TO CURB BOTH SIMS TO BE SYMMETRIC& ATIN WAR MO VBRIDGE ST DARDS sREG REFERENCE ROM AND BRIDDGOE STMDMOS SKFFRWENM STANDARD DROP INLET REFDEYIOE STANDARD CURB DROP INLET REFERENCE SWEET I OF.1 REVISION DATE 12" - 24" PIPET MAXIMUM DEPTH (H) - 10' zs3 SHEET 1 OF z REVISION DATE 12" - 30" PIPED MAXIMUM DEPTH (H) • 8' 233 1D{.01 VIRGNA DEPARTMENT OF TRANSPORTATION 302 104.OB 08/10 VRGNA DEPARTMENT OF TRANSPORTATION 302 NOTE;WHEN A PEDESTRIAN ACCESS ROBE cG D PB-' NO PROJECTION OF PIPE ABOVE GROUND LINE CROSSES CSES A COMERCIAL ENTRANCE A I WIDTH OCROSSF SLOPE SHALL BE 2% FOR5 FEET. TOP OF FILL TOP OF FILL RCP OF FRL A w A -STREET APPROACH SAME SURGENERAL NOTES (RADIUS TO BE AS o C FACING AS MANLINE ROADWAY (SEE NOTE 3) GROUND LINE x � GROUND LN: x MWNO LIRE x SHOWN ON PLANS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CO-3 _ IRMIUS TO BE AS OR CG-7, THE CURB FACE N THIS STANDARD 5 TO SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB / CG-2 N M ` CONFIGURATION. EARTH Ell -II JJ D J/ ROCK OR J EARTH UNYIELDING J 2. SEE STMDAD CC 12 FOR CURB RAMP DESIGN TO BE p = n SOIL I' --- B /• SIDEW&N USED WITH THIS STANDARD. REDOING (SIDEWALK ! I _--- _ - MATERIN N (SEE OTE 51 r I OPTIONAL UNPAVED SPPDE 31"a 3. MAINLINE PAVEMENT SHALL BE AM STABLIZ TO THE II -_- m ROW LINE' R/W LINE (E%LEPT TNT SUBCRIDE BTMHLIZATIN LAIN. 1/10 D 1/b D MW, VIO 0 - "' ----may+---- REQUIRED FOR MANLIKE PAVEMENT WHICH CM BE % D X BEDDING % D % BEDDING EXPANSION N OMITTED IN THE ENTRANCE.) MATERIAL MATERIAL X 0 X JOINT EXPANSION JOINT 4. RAID& CURB OR COMBINATION CURB AND GUTTER MLA. 9..RMA%]4"" FOUNDATION SOFT, YIELDING, OR NOTE: WIDTH "B" 2'-0" OR AS Fly MANLINE ROADWAY EINCEPT"FORRREPLACEMENNTE PURPOSSESS. THE R/w ENE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL SHOWN N TYPICAL SECTION. A PLAN VIEW ENTRANCE NOTES PIPE PROJECTION ABOVE GROUND LINE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE MN. 1.5 a D MIN. 1.S x D MR. 1.5 • 0 NN. 1.5 x D MN. 1.S x 0 MIN. LS x D TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MANLINE ROADWAY SLOPE- TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAMPS'ArTOP W FILL TM OF FILL i0P OF FILL D'PARMOLIC CURVE (ENTRANCE ONLY) WITHIN THE LIMITS OF THE RADII SHOULD BE INCREASED TO 7".(SEE CG-13) EDGE OF PAVEMENT OR 8%MA%. 0 OPTION& FLOW LINE GRADE CHARGE ® _ p 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW x x _ _ (BEE LINE 15 REQUIRED TO PROVIDE POSITIVE MANAGE ACROSS - NOTED THE ENTRANCE MANLINE ROADWAY = JJ//ii/ .�':•}:•:v //JJ//. /////J/ •::::::n - __ /////i//JJJJ//i /J/J///J///iii ///// /// •�J.::.::• N/// //// ':•}:•}:•}:I = J/JINN////// /////////// BY MAX. D J. THE DESIRABLE AND MMIMN ENTRANCE GRADE CHANGES •: � N±'"•••"'JAI/ ///:•::•::•::•: /////////N /' /////////// GRADE CRINGE ® D" ME L15TED IN THE &LOWABLE ENTRANCE GRADE // ' :'y:•:•:•:i '� C::"• // D TABLE. THESE V&LES ME NOT APPLICABLE TO STREET '- / O .v::•:: GROUND . d GROUND _ J//////// (t /////iii _ GRJUNI NE C, ODE CONNECTIONS. "• _ - -LINE 5' MI . 20' MINIMUM FOR'••:?i - coMMERc1AL ENTRARCE INTERSECTION NOTES - _ - - -. - _ o ® CONSTRUCT GRADE RANGES WITH A PARABOLIC CAVE. A THE POE? ROM THE APPLICABLE NUINREQUIIREMENTS STOPPING MN. 1/10 D X 0 X a MADTfRULTH LAIN; z/DEER II % 0 X �SOIL K N MIN. �O D / / �BEDDWC B. WHEN CC-11IS USED FOR STREET CONNECTIONS, THE _ LLF CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH UNYIELDING SECTION A - A SIGHT DISTANCE AND K VALUE REQUIREMENTS. MN. W. BEDDING MATERIAL `EARTH MM. 24" MATERIAL G. ORDINAL FL GUTTER WAY TO PROVIDE WARPING of A FOUNDATION SOFT, YIELDING, OR RI �.I {'•1.� PORTION H COTTER TO PROVIDE POSITIVE MANAGE NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL TIT_ -THIRD MA055 THE INTERSECTION. B BEDDING MATERIAL LANCE WITH ® ALLOWABLE ENTRANCE GRADE CHANGES ® SECTION OF THE ROM AND ROAD p BRIDGE EMBANKMENT NOTES: SPECIFICATIONS. R GE ERA NOTES ON PIPE BEADING -� CLASS A3 IB.ES] CONCRETE SECTION C-C ENTRANCE VOLNE GRADE CHARGE "D" DESIRABLE MAXIMUM HIGH MORE THIN 1500 VPO 0 X 3 X MEOIN 500-1500 VPO 53X 6X LOW I LESS THAN 500 VPO 56X B% Y ����� !1`�J�E1IX i! - 1C=========================== �__ 11\\\\\\\\Wl\\\�\�\�\\■■ommosou1 H N�Il �l��w)I�y�N, __________________ L�j� mm - �� � -- BACKFILL (tit REGULAR pACKFILL MATERIAL IN ACCORDANCE FO N µp STOTMALAL9EWERSFGENNER CULVERTS NOTES WITHH ISECTTION 302 OFT THEE ROM ACC"BRIDGE WITH SECTION 302 OF THE ROAD MO BRIDGE SPECIFICATIONS. SPECIFICATIONS. N SHEET 107.00. FOR PLASTIC PPE I FOR ALL OTHER PPE REGULAR BACKPILL MATERIAL IN ACCORDANCE WITH MOTION 302 OF THE READ CRUSHED GLASS CONFORMING TO THE 6" MINIMUM CLASS I SACKFUL MATERIAL PLACED DIRECTLY OVER PIR AND 6" REGULAR BACKFILL MATERIAL, AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RN AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACK FILL MATERIAL, USED IN PLACE OF CLASS I BMKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT SPECIFICATIONS. APPLICABLE TO STREET CONNECTIONS •ECFICATIO V00 XV=T A T H I I BREEE ENCE" REFERENCE METHOD OF TREATMENT ` ROAD ANp BRIDGE STANDARDS INSTALL. OF PIPE CULVERTS AND STORM SEWERS ROAD AND eRIDCE STANDARDS CIRC. PIPE BEDDING AND BACKFILL -METHOD "A" mz (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 OF 1 SHEET 1 OF 4 Rfv51N DATE 302 VIRGINIA DEPARTMENT W TRANSPORTATION 07/15 107.01 O7/IB VIRGINIA DEPARTMENT OF TRANSPORTATION 303 203.04 PLACE 5' GALVANIZED WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS b AS DIRECTED. MARKER LOCATION MAY BE SUBJECT .R TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE - 0 I G ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID M.J. CATE VALVE LINE 2'x 2' BEARING AREA. NOTE : iN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 1" COMPRESSION x 3/4- MALE PIPE COUPLING OR APPROVED EQUAL 1/B BEND 1" TYPE 'K' SOFT COPPER rX1• NOTE NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE 36' MIN. FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. � 2' I` R 1" COMPRESSION x 3/4- MALE PIPE COUPLING OR APPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. CAST IRON UD GRADE Box \-CORPORATION STOP r'.r;^':' d i ; y"';.�va1=� rt� BRICK AS '..1%�y c'..; A,'2:..P ,'-"•a:. NECESSARY •>''-i=r:/ta R^�'i =:• SAND OR DUST UNDER BOX AND SETTER (2-INCH 'd-n..i:.-. ;.; yk.y-;tiA . f; COOT SPEC. 203, NO. 57 AGGREGATE MINIMUM THICKNESS) aA TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1" METERS) NTS FIG. W-6A B�•pLT N Ll� rr� �4r. / CLiNT W. 7 S FFLET >� • Lic. N . S13S6 �Ak 2-2-2022 �4.; T \ r•.•� •1•••�� \\, M E 0 U N Vi N C > E u3 a E Lu H_ M GO Q LL o 3 p LL LEI RD_1 � jCJ ONTO J - Ln CL> ON (.DOD NV W OFTZ 0 r) x U) LL v _ N = v Ll F c LINT 0 N N M d � RD H Lu H Q Q DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A (W v < , A a I --I J �Q� O^ CE 1 r / , � Lu } 0 J o w/'�uz L / Lu Q () N Q 0 z U JOB NO. 48757 SHEET NO. CI.Z D 3 a 0 vU o o nU 12Z 20 0 c � H Aw eD TJ N c m a0 0 Q: D � 3 Z z„ 02 � a HD o� s Q§ n D m 2 Y IO N X C d16 .t. 12 b0 2 06 a c Ma b a o 2 0.2 Nn T% (a e �N Q c b o c D Ti E M0i E F L TMP 56-32C FRETWELL, JAMES G. & MEGAN DB 5235-263 DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL BROWNSVILLE RD 30' PRESCRIPTIVE STATE RTE. 751 EASEMENT (TYP.) 30' PRESCRIPTIVE R1W — —6"W W 6" W NAIL SET N89°59'30"E 140.57' IL N 85'00' 00"E \ - '/ OF = OH STREET NAME SIGN ,' i �i j UFO OH OHP —OH Ili IIIIII 240 ROUTE MARKER SIGN II II III 1 I I Illlllllllllllll 1 I IIIIII ul Ill IIIII t EMOV APPROX. LOCATION OF 11 II I III I l III SHOEOD EX WATERLINE I I III I I Il ll Ill m I I l I REMOVE II ;dam� SET WOOD PORCH S E A \\\\\ p -� n m \ 11�1 \ \ \ REMOVE 5717 �� �R III \ \ 1 \ MANAGED SLOPES (TYP.) 2 #STORY C m NIP 6 6 I II 1 II FRAME 'IS,CELESTE. W F.F.=682.2 1262-134 n IT1 \1\I 1\\ '1 RESIDENTIAL O I I \ \II I \ REM \�REMOV EC ADOPT A HIGHWAY SIGN i RELOCATE I \ \ wo LIFT STATION CONTROL REMOVE 1 I \ \ \ \ PANEL AND ALARM GREASE ' i \ FAD.____ _ � --- m I \ \SET / (` PRIVATE LIFT \\ TV \00,, STATION \ � . 0. B. TO REMA ` ROD G BM`#\ PAINTED BOLT GRATE IN AT SIGNAL POL \ ELEV= \ TOP=667.17 II 6118 \ H II II II II II III �I tool ^II I I II II I I STORM CULVERT II II II II II II INV=651.63 U WALL 1 RETAINING / WALL #5688 ` 1 STORY FRAME F.F.=669.2 J FBI TMP 56-32A HAYDEN, KAREN DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF EXIST. 6" WATERLINE 6" W — 200.80' EOP EXISTING BOUNDARY LINE — 6" W — 6' W NAIL 61. W � — / SET INV=677.41 D TMP 56-35G MORBECK TRUST DB 5117-193; DB 3524-59 (PLAT) ZONED: R1 RESIDENTIAL APPROX. LOCATION OF I I N \ EX WATERLINE /-----'------ — OH OHP / / OH - - - - - - - - - - - - - -� E / / / / // / / , / j / ` //z B _ \ R / O -676 FNDY _ 690 1 Y oINV=66.8b REMOVE UTILITIES SERVING 16-EXISTING BUILDINGS (TYP.) NAIL h. SET r TMP 56=32 --6147 NAIL YOSEF LC _614- SET DB �1345-14 2.1/I ACRES D: HICHWAYCOMMERCIA/, / ROD FND. _. \ D / / / / /— / - -- -_ _— /_ / / — - -- • // / % ,/ / / / \ l I/1 ./ / I ,I _ \_ REMOVE # 1 Y V OR FRAME REMAINSOF REM 9BUILDING F.F.6.5 PARCEL 2 1.690 ACRES EXISTING BOUNDARY LINE TO BE VACATED — — —670— REMOVETMP YO< DB 0.45 ZONEDHIG m � — 12"W— UGT- 4� REMOVE CURB (TYP.) 6- / _ \ N \ 3— #5688 1 STORY FRAME F.F.=669.4 -669- C)NA DSLLOPES (TYP.) I NAIL co SET INV=65,80, REMOVE H�ADWXLL STOP SIGNW/HEAgiWx//// PIP' r12•W— I i REMOV EXISTING SIGNS 1 -I F - - - - - - EOP PO - - - - — — Fv -671- - \ ROCKFISH GAP TPKE COR ESPONDINC UTILITIES). — —G70— RETURN TO OWNER.Tj U.S. ROUTE 250 / WAYFINDING SIGN \ 11 / \ VARIABLE WIDTH R1`W c0i I I � II III = II 11 \11 I STORM CULVERT II II II II II I I INV=654.14 U NAIL I SET TMP 56-34 DAVID JAMES HARR JR. DB 4802-81; DB 2962-712 (PLA iI ZONED: R1 RESIDENTIAL CLEAR AND GRUB M 00 p Q z REMOVE ASPHALT REMOVE CONCRETE SCALE 1"=20' - - -' SAW CUT 0 20' 40' i•`�PLT N CIF rr� CLINT W, 7 S FFLET >� Lic. N 44380 k 2-2-2022 <v • d O ce t9 z 0 a u U N w 0 z 0 U) w Of I DATE 21212022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' z 0 Lu I� Q J Q G 0 z > 0 } C6 J o Lr) Lu u z w O Q F� Iw L Nm I� J Q 0 0� 0 U ,U V z Vl I� X W JOB NO. 48757 SHEET NO. E. 0 c a 2 3 a D a0 o U) Ez 20 o � c Aw E o a aC 0 Oc (� O 3 Z zN 0 � a F.2 5 Q § o. d m 2 Y N X 0.0 12 N O tll O E `o 0 m o � a c �a 10 a o � �+ o m B �N o c 0 m nE E F= L 1 STREkT NAME SIGN I CHIP I OHP El TMP 56-32A TMP 56 HAYDEN, KAREN FRETWELL, JAMES G & MEGAN I DB 5117-193; DB 3524-59 (PLAT) DB 5235-26 ZONED: R1 RESIDENTIAL DB 1509 PG 126 (PLAT) ZONED: R1 RESIDENTIAL BROWNSVILLE RD APPROX. LOCATION OF � EXIST 6"WATERLINE 30' PRESCRIPTIVE STATE RTE. 751 PROPOSED 15' PUBLIC / EASEMENT (TYP.) EXISTING RIGHT-OF-WAY DEDICATION / BOUNDARY LINE — — 6 w 30' PRE RIPT 6' R/W 61,y 61 w — — 61 w — — — — TMP 56-35G — 6" W — — _ 1" CORP 66" TS&" TS&V V FHA 6 W \ MORBECK TRUST LEGEND 4' < A '4 CONCRETE SIDEWALK HEAVY DUTY CONCRETE Li LIGHT DUTY ASPHALT F-1 HEAVY DUTY ASPHALT STOP EOP 1" WATER DOUBLE CHECK METER VALVE VAULT — — uFo — P _ UFO OHP .b OHP OH OHP OHF — — — - - UFO CHIP 10' BUILDING SETBACK UFO 0 P— OHP Hv FDC < 1" DOMESTIC I WATER SERVICE 6.5' I CONC. PAD FOR " FIRELINE DS 5117-193; DB 3524-59 (PLAT) INV=677.41 N \ ZONED: R1 RESIDENTIAL I I APPROX. LOCATION OF I II \ EX WATERLINE / - CONC. PAD FOR HVAC EQUIPMENT _ INV=676.87 ! \ i�`�PLT N r•�F rr� CLINT W. 7 S FFLET >� • Lic. N 54380 k 2-2-2022 <v� ZASYO11 AL F.N�,� `• M E O O N � N > E v E w H- 3 w v Q LL 3 o p LL w0 O W L M d-jUco Z —n O d O N In W N v °� w 30�x VOi oR �LL w p Ln i c ry Z O m > c H w M of 00 40 ROU E I ARKER SIGN HVAC EQUIPMENT 6 'w I co \ \ \ \ u o I I (2) BUILDING -MOUNTED I I I ADA SIGNS �....U, ISIGHT U DATE APPROX LO AT ON OF R233' SIGHTEASEMENT \ 21212022 EX. T RLINE I 30' ...'. DRAWN BY ' I mII -----IQ R3'TP. TYP. 0 \ K. FLYNN u R10R3' I I I _ _ \ ' • DESIGNED BY I 00 (1)I I 1M. 135.5' I 38_- — - — - — - — - — - — - / �R R215' aIU • C. SHIFFLETT _ 9' TYP. J I > -m g 1 n R185'\ Am • CHECKED BY —I O T 225.5' �'� C m N • C. SHIFFLETT 56-16 I W I I 1 d I I R3' TYP. CELESTE. R10' \� I / • • SCALE CELL C) Ill D — — — \ R25' I 1 " = 20' RESIDENTIAL I�j O ml 1 RELOCATED LIFT , 6.46' 185 �,\` 30`\\ VDOT CG-11 CG-2 I 1 STATION CONTROL I CONCRETE 18' TYP A O;T A HIGHWAY SIGN PANEL & ALARM WHEEL STOP \ 1 TIE TO EXIST. LIFT STATION (TYP.) t VDOT STD. CG-12 1 / g SEAT WALL, SEE AT EXISTING INVERT CURB RAMP \ I I G LANDSCAPE PLANS S M A R215' TMP 56-34 SW \ DAJAMES HAJR. 1 I LATERALR25' ER \ \ I ' DB2-8 71 ZONED: R1 RESIDENTIAL CLEAN OUT A� I n I I \\ 1 3 . .�.'.'.'.' ......'.. ^^ I (TYP.) ' PROPOSED 15' PUBLIC RIGHT-OF-WAY DEDICATION I ik EV 10' BUILDING SETBACK I \ RI ATE LIFT 1 2 w z / , \ TV STATION Q STOP SIGN — 0 —y< _ ` O Q LL FV 12' Vy 72'• w — I z" 13" UGT— _\ — 72" — — _< 2' < . v i• — ll�,,._. UGT TV —UGT �. .l °. a,a /. / .. 7Z.'wJ, —12 W— O z L7 - - GRAII I 5' CONCRETE FOP TE I \ TOP=667.17 X. 400 DRAINAGE ROCKFISH GAP TPKE SIDEWALK �� > ~ I FL=663.60 DITCH (TYP.) U.S. ROUTE 250 WAYFINDING SIGN V / > I VARIABLE WIDTH R/W ii I u— ~ J D III w O -------- II III III QJ III z I n n w w Lu m � STORM CULVERT ii STORM CULVERT O -7i1 - - - - - - - - - - II Q INV=651.63 U � INV=654.14 D J I i 00 I I 1 I II I Z 1 _ NOTE: I KNOX BOX REQUIRED, COORDINATE WITH SCALE 1"=20' JOB NO. FIRE MARSHAL'S OFFICE FOR LOCATION. 0 20' 4o' 48757 I I 1SHEET I I C4 NO c a 2 c 0 3 a D a0 o o dZ 20 o � c m •- E o a c m a0 Oc � m O 3 Z z„ 0 � a 2 o� Q§ a 2 Y h X c 0.0 016 aE J 12 O O E 06 a c c 10 �a 0 �o . m c m m c o c � o.E F- E L TMP 56-32A TMP 56-32C HAYDEN, KAREN FRETWELL, JAMES G. & MEGAN I DB 5117-193; DB 3524-59 (PLAT) DS 5235-263 ZONED: R1 RESIDENTIAL DB 1509 PG 126 (PLA7) ZONED: R1 RESIDENTIAL / BROWNSVILLE RD APPROX. LOCATION OF � EXIST 6"WATERLINE 30' PRESCRIPTIVE STATE RTE. 751 / EASEMENT(TYP.) 30' PRESCRIPTIVE R/W EXISTING / BOUNDARYLINE _ — — 6.1 w — s•• s•• �y 6" s R — — s w � TMP 56 35G _ 6" W — — MORBECK TRUST — — — DB 5 3; DB 3524-59 (PLAT) INV=677.41 � ZONED: R1 RESIDENTIAL EOP 209 208 �/� \ — APPROX. LOCATION OF — II ------ \ EX. WATERLINE / --- - - - - -- ---- -_till / UFO— pryp OH OHP OHP fiel iCHIP Tc / OHP— If- 0 680 679 678 $ — - ' 207 6 2.69' STREkT NAME SIGN // . UFO— OHP—_ - - \INV=6�6 8b \� \ QD HP or —205 oHP 240 ROU E FARKER SIGN 1 II I 1 1 1 I / / TC 673.74' - - 06 co \ \ // -6 674.96'\�\ JON -204 LIPAPPROX. LO AOF ~ 1 I 1 II I O�i � / ,/ � T� L j - - - - / -612' _ ` ` -� 673.9TEX. RLINE I 11 1 1 ^� // / ' /' / / i' 674.29'/ I I1 1 1 1 ^� 3-STORY BUILDING / / ,' 6�� TC g74 W/ PARTIAL BASEMENT ' / TE-60 673.31' TC 674.50' 674. 43' FFE = 674.50 / , / � \ T I _ / I I i0' PRIVATE 07AAGE I I \ \\\ ^h // / 674.63' �� Il 1 p� - / 1 EASEMENT,ITY 1 \ i I I \\ FFE=674.50' - - - - - / / / / ( I / ///--------- —___ / 674 I 0 -+ m C \ v \ \ \ i / / / ' c� � \ \ <7 FFEY674.50' .C, ' 03 1 I I I I / � ~ " \ \� \ NAGED SLOPES ( P) co / / 1 I / 1 I rn 6� I 's>j l CfllNl - / •ir, 56-16 W \ 1 \ \ \ / - - - - - / - _ _ _ - _ -/ I I / / 1673.91'I IS, CELESTE. -� _ _ _ _ _ _ — — — J / / TC-BC / , 1 1 I I I. l I 1 \ 1 1 _ - � - - _ _ — — _ _— , I 674.50' 1 1282-134 n IT'1 \\1\ 1\\ �_-__— _----_--_--___--_-_I: TC '. 301 ' 1 1 I I �, I 1675.� '1 RESIDENTIAL I N Illl I 1 _ _ — — _ — — — - ' 674.40' 302 — I I 1 \ \ \ / - 1 FFE=674.50' / / / I TE O 1 / 11 \ \ -� _ / TC I .673.18'/ ---- <. �-- _ A O TA HIGHWAY SIGN 201 / l l \\ - � 1 � s7a.3z' a 673.55; 69" , � t9 I — — 3 401 ,. � I \ / I / / / TMP 56-34 TC-BC' 66 / ll DAVID JAMES HARR JR. s ' - - / b' 63.75' 673.72' / / II DB 4802-81; DB 2962-712 (PLAT TC BC , - 665� 574.1a' I ZONED: R1 RESIDENTIAL OPE (3.64') / 3.33'' MANAGED,S/L S TYP. , ' , 673. 7 _ I STORMWATER FFE=.4674..50' "668669I6o_ \ MAINTENANC E EASEMENT88• 9. , <J — /-- - - 673 1 IF �_ - / 672 670 671 10' W E EMER�iENCY \ ' /// --------- /�/// _--- / / ( I STOP SIGN 669 a. /a 1`' '.4,�.r .{ d`. �.. L/ </_ — _ — \ \ \\ \\ \ SP.�LLWAYL-E>1.=670:50.= tt• w — _ bG GRAE IN TOP= 667L17 I I ROCK.F.ISH GAP TPKE FL=ss3.bo 'USROUE \ WAYFINDING SIGN 2 \ / I / 1 If VARIABLE WIDTH RM II, / loo / III II III III If �I I aoll II II II __ _ _--- -++ - - II � II II I STORM CULVERT I STORM CULVERT II II -f1 - - - - - - - - / INV=651.63 U � INV=654.14 O / 1 / 1 111 I I 1 1 I If If 1 I 1M co z 1 I 1 SCALE 1"=20' 0 20' 40' i�`�PLT N CIF rr� CLINT W. 7 S FFLET >� Lic. N 44380 k 2-2-2022 <t+; M E 0 �s N � N C > E v E w Q LL o 3 p LL wO `mom 0 W L M d-Voo Z o > o ry C7w rv� a W M 0 3t x O V i J LL w i U, c ry Z O F c H ry uj M uj of 00 � H I v DATE O } 21212022 DRAWN BY K. FLYNN • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE 1"=20' W (D O z (7 / n % Z 0 (W v , Lu J <z w Lu Nm J a V O U C) JOB NO. 48757 SHEET NO. C5.0 O N 3 c a 0 aU o o Ez 2° o � c �_ a c m a. 0 c 3 Z Z m 0 � a 6d `� 0 2'§ a§ 2 Y m X c do Ao c E 0� o � a c �a 10 a 0 o �-6 m e �N o c 0 TIE E F= L ,��'CpLT Nop or0 CLINT W. 7 7 S FFLET > Lic. N . 543S6 �4 7000. 2-2-2022 <V; M E O O U N � N C > E w a E w v E Q LL o 3 p LL — wO `mom 0 W L M � j Vo° Z — in O aIn (A C7 u+`�� °�' w 30'x VV) w oa � i c ry Z Fv> O c H n N W M Of d � O W 0 [1 (D 0 [1 S H- STA 10+26.45 p TOP 674.26 2 w H INV IN 667.75 (3-2) = a INV OUT 667.55 (2-1) a p STA 10+08.27 rlNV 10+29.57 0 TOP 673.07 1 674.34 DATE INV IN 666.10 (2-1) IN 668.64 (BLDG-3)INV OUT 664.60 (1-EX.1) OUT 668.00 (3-2) 0 21212022 BACKFLOW 680 680 } DRAWN BY 90° HORIZ. BEND PREVENTER K. FLYNN STA 10+28.98 STA 10+35.48 1" CORP STOP 1" WATER METER 6" TS&V 900 HORIZ. BEND • DESIGNED BY STA 10+00.00 STA 10+20.93 STA 10+00.00 STA 10+41.98 • C. SHIFFLETT 685 685 685 685 • CHECKED BY PROPOSED • C. SHIFFLETT BUILDING TIE TO EXIST. SANITARY SCALE 1 "=50' SEWER LIFT STATION AT • EXISTING INVERT. LOCATE AND rCONTRACTOR TO CONNECT TO VERIFY EXIST. INVERT EX I PROPOSE WATERLINE ELEVATION. • LOCATE AND CONNECTTO EXIST. 6" WATERLINE 0 �.0 / V Q 9+50 1" DOMESTIC WATERLINE 50 9+50 10+0°„UJ '+o0 6" FIRE LINE+50 SANITARY STR EX.1 - BLDG 0 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' � LL VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 O z LL Z w O CE Z I —I N Q '—' 7 lc. U 0 5 JOB NO. 0 48757 0 50 PROFILE SCALE SHEET NO. C7.1 680 680 675 BUILDING 675 1" TYPE K OPPER WATERLI E _ 670 670 665 665 co L 680 680 675 675 6" CLAS 52 DI FIRELIN 670 670 665 665 675 co L 680 680 675 675 6" CLAS 52 DI FIRELIN 670 670 665 665 675 675 675 TIE TO EXIST. STA 10+07.37 RRn LOW POINT STA 10+68.72 FACE OF BUILDING STA 11-99.85 RRn RRS I\ \ 675 675 1.06% 670 — 670 PR POSED GRADE EXISTING GRADE 665 665 660 660 9+50 10+00 11+00 12+00 12+50 DRIVEWAY PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 I I I I I I I — — — — — — — — I I � I I � I I I I I I II II I I I I I I � I I I I I I I I I I I I I I I I I I I I I I I I EIGHT OF OBJECT = 3.5' RRS EIGHT OF SDL - 155' EYE = 3.5' / 680 680 � V 675 675 / 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 1 I � 1 I I S 1 1 I I I .E I I I I I I I I / I / — I SIGHT DISTANCE EASEMENT / r 674 c� - - - - �\\, / I EO \ la / I al i 1 / s I :•:h (:.: :. ham.': .�/ 1y5 NOTE; BROWNSVILLE RD DESIGN SPEED = 25 MPH 0 50 PROFILE SCALE Wows NADNAD 83 SCALE 1"=20' 0 20' 40' � pLT N 66600044000 F 000 CLINT W. y: S FFLET > ti Lie. M 54300 4: 2-2-2022 ..43 O000NNN014,4 4��` z O a_ c.J In w 0 z O U) w W 0 DATE 2/2/2022 DRAWN BY K. FLYNN DESIGNED BY C. SHIFFLE7T CHECKED BY C. SHIFFLE7T SCALE 1 "=50' LU IJ-I LL Lu � r V a Q U pzz V/ i II— % � } V / LL I --I J o 0 w U Lu LU m I --I O/ Q 0L U Q W I —I 0 JOB NO. 48757 SHEET NO. C7.2 a i L BROWNSVILLE RD STATE RTE. 751 - 30' PRESCRIPTIVE R/W PLANT KEY TREES BOTANICAL NAME Ll ACE BUE ACER BUERGERIANUM NYS SYL NYSSA SYLVATICA PLA OCC PLATANUS OCCIDENTALIS QUE PHE QUERCUS PHELLOS QUE RUB QUERCUS RUBRA EVERGREEN TREE 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 SWE MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME CAL KAR CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' ILE BUR ILEX CORNUTA'BURFORDII NANA' ILE HOO ILEX CRENATA'HOOGENDORN' ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA ITE NLA ITEA VIRGINICA'LITTLE HENRY' MAH BEA MAHONIA BEALEI NOTE: -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM / MIS MOR MISCANTHUS SINENSIS'MORNING LIGHT' THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. / VINE BOTANICAL NAME EXISTING GEL CAR GELSEMIUM SEMPERVIRENS BOUNDARY LINE - K W. H/ CpC,i l W 1 02/02/2022 M E O O O U N � N C Q O > E v E w 3 < w v Q LL 3 p LL wO O — `mom O W L M d_j U00 Z —Li O O 7 O N C7 Lu N � a w v 30'x VO) w ur) i c ry Z O Fva� c H w w M of a � W J AID 6 W O ACE NLA E BUE 6" �I 6.. w 6"w s' w NAIL - 6-•B _ rl'Ir GROUND COVERS BOTANICAL NAME _ (13) ILE SAT SET - SET - (1) QUE PHE CAR PYL CAREX PENSYLVANICA p (15) MAH BEA _ _ �_n°,5y�' S0"F _ _ 200.80_ (10) ILE BUR _ - - _R (11) ILE WIN J CAR STR CARER STRICTA > NB5.00'00"E _ -� (5) CER FOR Q' _ - _ EOP (1) MAG SWE (14) ILE GLA ECH PUR ECHINACEA PURPUREA = (8) ILE SAT - - - - _ - (28) ILE BUR \ HYP CAL HYPERICUM CALYCINUM z O -684 / - -_ - - - - - - - - - - - - - - _ LIR BIG LIRIOPE MUSCARI'BIG BLUE' w -- - - - - ---- - RUD AMP RUDBECKIAAMPLEXICAULIS >� EXISTING _ __ v- _ \ • % SED ALIT SEDUM X'AUTUMN JOY' 0 (VEGETATION �" • _ _ C � \ � - � _ _ � i TO REMAIN I _ __ - - CH� / / � - - - � � - � � , � ` �� vale 5(6) I ^ �1 �� A ITE NLA , _k (6) MAG SWE Nrl� G - • �- S I I I I I � • ' � �� • � (5) NYS SYL; '- cm I �01 n 6 p ROD (57) HYP CAL t SET`o � (28) ILE WIN I S � ''-'TED AGEi — - • v (41) HYP CAL / � I � � �� / � I � / / / / � � (2) NYS SYL � D CL NA ES • �� / ( 41 HYP CAL (105) RUD AMP —1 O I - _ - �J C m N - - 0 - - (4) QUE PHE a. rn — _ G R I I r II � (6) AME BBB - - // yi (44) ECH PUR- (5) QUE RUB (84) CAR STR- 66 / it � I / 3 CAR CAR _ - � � (52) RUD AMP ,� `� � �� � � � � MANAGED SLOPES (TYP.) • / , / � I � �- � ' / 667 30 ITE NLA / / /i / 68- J SEM EfyT I I E I � '<f r • • _ / // + + � + +� + 28 I� ( ) L \� 10' WTL�E EMER ENCY 10 ILE BUR � SP ,LEV = _ ; _-_ _ _ --- _ - _ J w 12"W � ® ® -665- �LW \ - - �t7r-� - _ ECH P J AYE 67Q5 -_t—.W T- GT - - - - ----- T - (57) LIR BIG - - - - ` ` : 5 - j t2 �- - - - - (22) ECH PUR - - EOP ' - - - - - - - - - \ � I I (29) ECH PUR (60) CAR PYL --- - , —I r66a �x. 40 (63) LIR BIG ROCKFISH GAP TPKE 23 c - (39) CAR STR ( )SED ALIT r (13) PLA OCC U.S. ROUTE 250 (52) CAR PYL (35) SED AUT (15) COR FLO (73) CAR PYL I VARIABLE WIDTH RM/ � (35) MIS MOR ,' (19) GEL CAR (79) ILE HOO (21) SED AUT (36) CAL KAR (71) CAR PYL n II� II — — — — — — — - -- -- — _ — — — — — — — — — _ _ — — — — — _44 s — — — — — — — — — — — — — — — — — — � � STORM CULVERT / STORM CULVERT I ) Z 1 � SCALE 1" 20' 0 20' 40. i I i I 1 I DATE 21212022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"= 20' Llj V �zz C\Y � a J W O ,^ V/ w U D L w Nm w aJ Z O J Q� U JOB NO. 48757 SHEET NO. L1.0 L County of Albemarle Conservation Plan Checklist —To he placed on Landscape flans (Handbook. pp 111-2114-111-397 for complete specifications) I. The following Items $hall be shown on the plan: 0 "1 rea to he saved: ® Limitsofcleming(outsidedriplincol'tt tobowved): 0 Lncmion and type of pm0.'etive feccing; ® Grade changes requiring Ince wells or walls: ® Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ® All trees I. be saved shall be marked with print or ribbon at a height ckmrly visible to equipment operators. 0 No grading shall begin until the tree marking has been invp ctcd and approved by a ( ounly Inspector 3. P -Con t ction Conference: 0 Tree preservation and pmtectiun measures shall be reviewed with the Contractor on site. 4. Equipment Otterption and Storage, 0 I leuvy equipment, vehicular tmllic and storage of construction malcrials including x,il shall not be permincd within the driplinc of trees to be Saved. S. Soil Erosion and Stormwatcr Detention Devices: ® Such devices shall not adversely affect trees ur be saved. 6. ® ires um nol permitted w ilhin 100 feet of the dripline of Imes to he saved. 7. Toxic Materials: ® Toxic materials shall not be storul within I(in fist of the dripline of bees to be sas cd. S. Protective Fencing: 0 Trees to be retained within 40 diet ola proposed building or grading actin ity shall be protected by fencing. 0 Fencing shall he in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: 0 When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: 0 When the ground level must be lowered within the dripline a tree o I.e saved, a tree wall shall be provided; and a cons[ vetion detail submitted for approval. it. Trenebmff and Tunneling: ® When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall he considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. LL Cleanup: ® Protective fencing shall be the last items removed during the dial cleanup. 13. Damaged Trees: 0 Damaged trees shall he treated immediately by pruning, ferlili7zlion or other methods recommended by a tree specialist. NOTE: IT IS THE DF.VELOPE R'S RES PONSI DILITY TO CONFER WITH THE CONTRACTOR ON TREE CONS F RV ATION REQUIREMENTS. 7 HEIGHT VARIES WITH PLANTS 12" MIN. 1 PLAN VIEW: GROUND COVER PLANTINGS 5/1/06 Page I of I EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL ABOVE FINISH 1:1 SLOPE Ot PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED INSTALL SHRUBS SO THAT TP- TOP OF THE ROOTBALL IS I THE SAME GRADE A ORIGINALLY GROWN OR 1- ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAI BACKFILL PLANTING PIT WIl NATIVE SOIL. INCORPORAI SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE - OF PIT SHRUB PLANTING NOT TO SCALE NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED :W DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP 1/3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS ROOT BALL :12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT Canopy (sf ACE BUE 4 ACER BUERGERIANUM TRIDENT MAPLE 2" CAL. B&B 500 NYS SYL 7 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 1,057 PLA OCC 13 PLATANUS OCCIDENTALIS AMERICAN SYCAMORE 3.5" CAL. B&B 19,175 QUE PHE 5 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 2,095 QUE RUB 5 QUERCUS RUBRA RED OAK 2.5" CAL. B&B 2,405 EVERGREEN TREE QTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE SAT 121 1 ILEX OPACA'SATYR HILL' SATYR HILL AMERICAN HOLLY 6'-7' HT. JB&B 12,688 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT AME BBB 6 AMELANCHIER ARBOREA -AUTUMN BRILLIANCE- AUTUMN BRILLIANCE SERVICEBERRY 6'-8' HT. B&B 780 CAR CAR 3 CARPINUS CAROLINIANA AMERICAN HORNBEAM 6'-8- HT. B&B 387 CER FOR 5 CERCIS CANADENSIS -FOREST PANSY- TM FOREST PANSY REDBUD 6'-8' HT. B&B 620 COR FLO 15 CORNUS FLORIDA EASTERN DOGWOOD 6'-8- HT. B&B 1,860 MAG SWE 7 1 MAGNOLIA VIRGINIANA SWEETBAY MAGNOLIA 6'-8- HT. B&B 791 TOTAL = 32,328 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAL KAR 36 CALAMAGROSTIS X ACUTIFLORA'KARL FOERSTER' KARL FOERSTER FEATHER REED GRASS 24" HT./SPRD. CONTAINER 36" G.C. ILE BUR 48 ILEX CORNUTA'BURFORDII NANA' DWARF BURFORD HOLLY 24" HT./SPRD. CONTAINER 48" D.C. ILE HOO 79 ILEX CRENATA'HOOGENDORN' HOOGENDORN JAPANESE HOLLY 24" HT./SPRD. CONTAINER 36" G.C. ILE GLA 42 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER 48" G.C. ILE WIN 39 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER 48' O.C. ITE NLA 48 ITEA VIRGINICA'LITTLE HENRY' VIRGINIA SWEETSPIRE 18"-24" HT./SPRD. CONTAINER 36" O.C. MAH BEA 15 MAHONIA BEALEI LEATHERLEAF MAHONIA 24" HT./SPRD. CONTAINER 72" O.C. MIS MOR 35 MISCANTHUS SINENSIS'MORNING LIGHT' MORNING LIGHT EULALIA GRASS 24" HT./SPRD. 48" O.C. VINE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING GEL CAR 119 1 GELSEMIUM SEMPERVIRENS JESSAMINE ESPALIER 1 GAL. I CONTAINER 48" O.C. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR PYL 256 CAREX PENSYLVANICA PENNSYLVANIA SEDGE 4" POT CONTAINER 18" O.C. CAR STIR 123 CAREX STRICTA TUSSOCK SEDGE 4" POT CONTAINER 18" O.C. ECH PUR 117 ECHINACEA PURPUREA CONEFLOWER 4" POT CONTAINER 18" O.C. HYP CAL 139 HYPERICUM CALYCINUM CREEPING ST. JOHN'S WORT 4" POT CONTAINER 18" O.C. LIR BIG 120 LIRIOPE MUSCARI 'BIG BLUE' BIG BLUE LILYTURF 4" POT CONTAINER 18" O.C. RUD AMP 157 RUDBECKIA AMPLEXICAULIS BLACK-EYED SUSAN 4" POT I CONTAINER 18" O.C. SED ALIT 96 SEDUM X'AUTUMN JOY' AUTUMN JOY SEDUM 4" POT I CONTAINER 18" O.C. GENERAL NOTES LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 13 LARGE TREES ROCKFISH GAP TPKE 470 LF WITH INTERSPERSED 470135 = 13.4 13 LARGE TREES 15 FLOWERING TREES FLOWERING TREES 1 LG TREE PER 35 LF CROZET AVE 167 LF WITH INTERSPERSED 167/35 = 4.7 5 LARGE TREES 5 LARGE TREES FLOWERING TREES 6 FLOWERING TREES LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 14 PARKING SPACES 14/10 = 1.4 1 LG. SHADE TREE 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA * 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 617 SF TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 2.56 AC (GROSS SITE 10%COVER 2.56 AC x .1 = 0.256 AC 11,151 SF 32,328 SF AREA) = 11,151 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 1T. -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 • 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. • 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. • 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. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • 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" • 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. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • 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. INSPECTIONS/GUARANTEE • 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. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • 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. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. fK W. H)TpCiIII 02/02/2022 M E 0 o N N C > E w E i I-LU N v 3 U. V 3 C) LLO wO `mom J U 0000 W J —N a (AID N st (9 W w � 30'X n ix u- � a V Lf Lf N N F 7 . O M Y N � M a� o w Z O a_ U V) In W 0 z O U) > W DATE 21212022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1 "=50' Vl J I --I Q W Q O Z 0 (D '^z V / > LL z V 1 J LU 5 ° U W Lnw0 <z LLI N Q 0 Q ln� U U 0 z Q J JOB NO. 48757 SHEET NO. L2.0 L El Luminaire Schedule Symbol Qty Label LLF Luminaire [MANUFACI Description Lumens 1 P 0. 950 23812 U.S. ARCHITECTURAL LIGHTING RZR-PLED-III-M-80LED-700MA-40K El2 W 0.950 16146 U.S. ARCHITECTURAL LIGHTING RZR-WM3-PLED-IV-FT-60LED-700MA-40K I NOTE: / -VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM BROWNSVILLE RD THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 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THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR SCALE 1"=20' e 1 RURAL ZONING DISTRICTS SHALL NOT EXCEED ONE-HALF FOOTCANDLE. 0 20' 40' n o I i K W. I1MI 02/02/2022 N z 0 f f AM z O CK U U uj w 0 z O U) W Of I DATE 21212022 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1" = 20' U LU ( I --I V Z 000 O LL J � � W ° 0 W _jz LU w Q Ncc U J O a z U /_ V F--I W Ir-^I V / IOB NO. 48757 SHEET NO. L3.0 0 c a ro N c L Cnn 16 ED ED 0 bmitted Div Liahtim Vir inia-Central lCataloa Number: SNS-20-40-1-AB-DM19 Type: Submitted b Lit pa^M.S Job Name: LIGHTING Crozet Self -Storage 20' S POLE LIGHTING VIRGINIA Architect: TIMMONS Notes: VIRGINIA 4HN EU` LV-CENTRAL21-35536 117 18" DETAIL 3 2.5" X 5" HANDHOLE a 0 DETAIL 2 DETAIL 1 -BASE COVER AbffitT I.ITE P0T.8 FORS. ORTHIL su761 zoo FORTW3682R T^C T6109 817-92A-3682 PH. 817-9]A-'/099 FAX ❑ T20R (2.38" OD X 4- TALL) ❑ T25R (2.88" OD X 4- TALL) ❑ T3OR (3.50" OD X 6" TALL) ❑ DM19 z7o° ❑ DM28 8 ❑ DM29 - Do 8 p ❑ DM39 A• nD El DM49 w° f z7D r m a Mss xw»IDIE M o Me(DRFa. MANUFACTURER TO CUT DOWN TO 17.5' WITH 30' CONCRETE BASE BY OTHERS FOR OVERALL HEIGHT OF 20' PAINTED TO MATCH LUMINAIRE DM19: DRILLED FOR SINGLE LUMINAIRE 8.00"_9.00" BOLT CIRCLE e.25" 90.IV A R + soR �T 0• L.88"Ns SLOTTED BOLT HOLE (X4) FATIGUE RESISTANT BELL SHAPED BASE / .75" j --- �.75" �1gRBOLTTExNAIEY ABT-085d HEX NUT & WASHER (X2) A.B. 7. DO" PROJECTION L COO" x 3.00" ..4.'. T• 1) HARDWARE TO BE GALVANIZED TO: ASTM A153 2) ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AWS 01.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5) PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)WBRAIIGM DISCLAIMER ALTHOUGH RARL NBRARONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OXASUMLLY OCCUR IN STRUCTURES OF ALL TYPES BECAUSE THEY ARE NRUENCED BY MANY INTERACRNG VANABES MBUHINS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE MAIN AND EXAMINATION FOR ANY STRUCTURAL DAMAGE, ALP WARRANTY EXCLUDES FARC11E FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED MATCH, HARMONIC OSOILARON OR RESONANCE ASSOCIATED MIT MOVEMENT OF AIR CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DEscN cRI1emA: COMMERCIAL STANDARD COMPONENT ASTM OUST 80 DO tDD 110 12D 130 14D 150 POLE SHAFT A500 GR. B EPA FT' 9.6 6.7 4.5 1.5 2.Di- WEIGHT (ITS) 240 167 150 88 50 20 - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TEND MISC. STEEL A36 POLE DIMENSION DATA TYPE DESIGN POLE L (FT)TM BASE (IN) TOP (IN) GAUGE TFUK 0 (IN) WEIGHT (LEIS) SNS-20-40-11-AB 20 4.00 4.00 (.1196") 11-GA 140 101112 SQUARE STRAIGHT STEEL ANCHOR BASE 20' x 4.0" x I I GA sNszoao-u-AB SITE LIGHTING POLE CUT SHEET 11-M-80LED-700MA-N W- Crozet Self -Storage Architect: TIMMONS SOLID STATE AREA LIGHTING PROJECT NAME: BAZAR SERIES -LED PROJECT TYPE: S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling fins.The Optical Panel mounting surface is milled flat (surface variance <± .002") to facilitate - thermal Transfer of heat to housing and cooling fins. Solid barrier wall separates optical and electrical compartments.The optical and electrical compartments are integrated to create one assembly. Minimum wall thickness is .188'. ELECTRICAL HOUSING w/ INTEGRATEDARM Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with integral cooling ribs surrounding the electrical compartment and a flat surface on the top of the arm To accommodate a photocell receptacle. Solid barrier wall - separates optical and electrical compartments. The optical compartment and electrical compartment with The integrated support arm combine to create one assembly. Minimum wall thickness is .188'. Cast and hinged driver assembly cover is integrated with wiring compartment cover. PLED" OPTICS Emitters LED's are arrayed on a metal core PCB panel with each Y P (LED's) emitter located on a copper thermal transfer pad and enclosed RAZA R by an LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. In asymmetric distributions, a (MODELS: RZRM,RZR,RZR-G&RZR-MAF') PATENTPENDING 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. E h LED f i d T th PCB itte d II e Or Ie sea e o e over .A err ran a ac re retainedan aluminum one Panel, or refractors are retained T in same group of Panels in a Iuminalre, have the same optical pattern. LED optical refractors produce standard site/area distributions. Panels are A field replaceable and field rotatable in 90' increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a RZR-G e minimum operating temperature of-40=F/-40=C. Driver(s) is/are UL and cUL recognized and mounted directly against the Electrical T u Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V 50/6011z or 347V-480V 50,6011z. (0 - 10V dimmable driver is standard. Driver has a minimum of 3KV internal J surge protection. Luminaire supplied with 20KV surge protector for RZR. RZRM & RZR-MAF' A field accessible installation.) Omw.N7 LED EMITTERS High output LED's are utilized with drive currents ranging from ~ B 350TIA to 1050mA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or i RZR &RZRM Warm White(3000K). Consult Factory for other LED options. 7 u AMBER LED's 1 PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight output RZR-MAF * c u in the blue spectral bandwidth. TRA (True Amber) LED's utilize T material that emits light In the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140=F. Four step media blast and iron phosphate pretreatment for protection and paint adheslon.400°F bake for maximum hardness and durability. MASTARM FITTER/ELECTRICAL HOUSING Replaces standard Electrical Housing. Fits standard 2 3/8' O.D. FIXTURE A 8 C D RZR-0 I6° 36.6• 3• 7• mi. 927. 7tl 18h RZR 14.76- 28.26' 2.76' 6.6• 375„m 718irm Ann 169nn RZRM 11.6• 1. 24' 6.26• 141mm SMn'n Nrnn 18Ynn RZR-MAF IS' 26.26' 2.6' 4' mi. 7z4mm anvn 10nn horizontal tenorl (2) straps with two (2) bolts each encircle •DLC PENDING AS OF ]/19 the lower half of the tenon. Upper half of the tenon rests on seftentering steps that position the angle of The Iuminalre at 0°, +1.5°,+1.5 or+3° up from the horizontal.All hardware is stainless AVIL steel. C UL IFADEINTHE Us E M` a fart¢ 2020248 400NiwfAranreO"*""°"'G`""" U.S. Architectural Lighting © U.S. ARCHITECTURAL ".'„°T (h611�bIDO �'(°61>'88�1001 SITE LIGHTING FIXTURE CUT SHEETS P°^MS ,lob Name: RZR- LIGHTING Crozet Self -Storage 700ry VIRGINIA Architect: TIMMONS Notes: 4ANE�" SOLID STATE AREA LIGHTING BAZAR WALLMOUNT-LED S P E C I F I C A T I O N S OPTICAL HOUSING Heavy cast low copper aluminum (A356 alloy; <0.2% copper) assembly with Integral cooling fins. The Optical Panel mounting surface is milled flat (surface variance <:.003') to facilitate thermal transfer of heat to housing and cooling fins. The Optical Housing bolts to The Electrical Housing forming a unified assembly.The minimum wall thickness is .188'. ELECTRICAL HOUSING Heavy cast low copper aluminum A356 alo • <0.2% copper) assembly.Minimum wall thickness is .188'. Fixture Mounting Plate affixes to mounting surface over a recessed j-box, Electrical Housing anchors on the Top edge of the Mounting Plate and stainless steel recessed socket head screws tighten the Electrical Housing To the Mounting Plate from the bottom. PLED" OPTICAL MODULES Emitters (LED's) are arrayed on a metal core PCB panel with each emitter located on a copper thermal transfer pad and enclosed by on LED refractor. LED optics completely seal each individual emitter to meet an IP66 rating. The asymmetric distributions, have a micro -reflector inside the refractor which re -directs the house side emitter output towards the street side and functions as a house side shielding element. Refractors are injection molded HI acrylic. Each LED refractor is sealed to the PCB over an emitter and all refractors are retained by an aluminum frame. Any one Panel, or group of Panels in a Iuminalre, have the same optical pattern. LED refractors produce Type II, III, and Type IV site/area distributions as well as other specialty asymmetric distributions. Panels are field replaceable and field rotatable In 90° increments. LED DRIVER(S) Constant current electronic with a power factor of >.90 and a minimum operating temperature of-40=F/-40=C. Driver(s) is/are UL and IOUL recognized and mounted directly against the Electrical Housing to facilitate thermal transfer, held down by universal clamps to facilitate easy removal. In -line terminal blocks facilitate wiring between the driver and optical arrays. Drivers accept an input of 120-277V, 50/60Hz or 347V-48OV, 50,60Hz. (0 - 1 OV dimmable driver is standard. Driver has a minimum of 3KV internal surge protecfion.Luminalm supplied with 20KV surge protector for field accessible installation.) LED EMITTERS High output LED's are utilized with drive currents ranging from 35OmA to 105OmA. 70CRI Minimum. LED's are available in standard Neutral White (4000K), or optional Cool White (5000K) or Warm White (3000K). Consult Factory for other LED options. AMBER LED's PCA (Phosphor Converted Amber) LED's utilize phosphors to create color output similar to UPS lamps and have a slight output in The blue spectral bandwidth. TRIAL (True Amber) LED's utilize material that emits light in the amber spectral bandwidth only without the use of phosphors. FINISH Electrostatically applied TGIC Polyester Powder Coat on substrate prepared with 20 PSI power wash at 140=F. Four step media blast and Iron phosphate pretreatment for protection and paint adhesion. 400=F bake for maximum hardness and durability. Number: PROJECT NAME: PROJECT TYPE: -60LED- `A, LV - CENTRAL21--35536 FIXTURE A B C RZRWT I.M. �x l>7e) Dx'TM UMI-EM 1P 19- BS- aN.M Oaml IfesnM RZR-W M 1 PATENT PENDING FIXTURE A B C RZRW2 1s• N�.N amM a�M RZRW2-EM 1w1a=6-H PATENT PENDING 6� M� M� 6� M� M I� lli 7 MMl C Us LISTED FIXTURE A e C RZRWJ 12.1 fegw=.1 Pa.n RZRWJ-ENT 1.23 1p N 1-TS RZR-W M 3 PATENT PENDING MADEINTHE 2019093 ° © U.S. ARCHITECTURAL U.S. Architectural Lighting me,.�S aB�+%�RRDD u7]a•7m, SITE LIGHTING FIXTURE CUT SHEETS Submitted by Lighting Virginia -Central Catalog Number: RZR-PLED-III-M-80LED-70011VIA-NW- Type: *aAMs Job Name: LIGHTING Crozet Self -Storage XX-XX P VIRGINIA Architect: TIMMONS Notes: 4aN EU` LV-CENTRAL21-35536 BAZAR SERIES -LED WALLMOUNT PLED® MODULES RZR-G E.P.A.= 0.76 RZR E.P.A.=0.67 CAST ALUMINUM ARM AND WALL Avoilablein: Avoilablem: BRACKET ASSEMBLY PROVIDED WITH 120LEDModule Max �*� 80 LED ModuleMar 80LEDModule BUILT IN GASKETED W IRE ACCESS FOR j*�'$ FIXTURE/SUPPLY WIRE CONNECTION. 120 LED Module WALL PLATE POLE DRILLING TEMPLATE 3T(51,nr9 m T 11Sa. 6.60' 1 n7&N,D <eaaB R.75° I.Y6'(ur,.17 oDm OR aRM 4• am m m l WIREWAY FOR RZR .PA=0.4 RZRM E s .6¢1D�A. aRa'o Available ln: 48 LED Module Maz 48 LED Modu le so' DIA. I.-s.w•-. (13si G4arm) (4)HOLES .406- DIA. 0.iT0 (3) HOLES Spec/Order Example: RZR/PLED4V/80LED-700mA/CW/277/RAL-8019S • • 4 • MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS NO. LEDs DRIVE CURRENT COLOR STANDARD RZR-G TEMP -CCT TEXTURED FINISH ❑ RIRG ❑ TYPE R ❑ 120LED ❑ 350mA ❑ NW (4000K)' ❑ 120 ❑ BLACK ElHTGH.LOW DIMMING FOR PLED41....... ® 'STANDARD RALAMS-T HAIAWIREDSWRCHINGOR El 11 525MA ❑ 208 NONINTEGRATED MOTION ❑TYPE ❑CW(SOOOK) WHITE SENSOR............ HLSW -MROW PIED4FA4..... ® ❑ 700mAs 240 RAL-9001T ❑ WIN (9000K) ❑INTERNAL ❑ TVPE II MEDIAN ILLUMINATOR NUATORLIMIL ❑ 1O50mA: CIXIFIILTfACTgN ❑ 277 GREV HOUSE SIDE SHIELD... fa-0LED �P12R PIED ... O11�u0001O1• �347 RAL.7004.7 ❑PHOTOCELL+VOLTAGE ElM RIRAF' BOIID ❑ 480 ❑ DARK BRONZE (EXAMPLE: PC120V).. PGV ❑ TYPE III MED. PLED41W.....® El401130 RAL-8019-7 ❑TWIST LOCK ❑ GREEN RECEPTACLE ONLY... TPR ❑ TYPE III WIDE AMBER' PLEASE RAU6008•T ❑ ]FIN TWIST LOCK PLF611HW .... SELECT ❑ RECEPTACLE ONLY... TPR7 ❑ RZRM ❑ TYPE Iv ❑ RIRM CONVERTED � �xxDl PIEDN ....... ® CABER (�E Wes) LJ SINGLE 48LED 2RISE 77 (IRON, 27N, 347V) .. SF ❑ TYPE IV � TRUE AMBER' casAFADDa77 fpRL1�01'1CIX0M O DOUBLE FUSE PLED4V4Fr ..... [I24LED (2DW, 24OV, 48OV) .. DF 1M7M: 1acrRau¢Asa ❑ TYPE V NARROW ® xvrts: z7mMwlaaAxMFa¢IaEBmIrM mx PLED-VS1i.. LEDs ❑STEP DIM MOTION SENSOR PLEASE (PROGRAMMED 50/100) ❑ TYPE V MED. sxwrow ¢w6x]eFPS MVExo¢mx.6u wrsarvuExr SELECT ................... MSF21 t PLEDV-54M..IN Im <nvnasalelxsanVnvsm(¢xrvE weeExaoxLr ❑ REMOTE MOTION SENSOR ❑ TPE V WIDE CONF11GURATOR PLED-VSGW .. D ................ MSFC70 WASSuw,.aaI'DITDISE,uSSMi a U.S. Architectural Lighting (Mi�lszss aSiCss,)mm © U.S. ARCHITECTURAL _® Submitted On: Nov 5, 2021 2/4 Index Submitted by Lighting Virginia -Central lCataloa Number: RZR-W1Vl3-PLED-IVFT-60LED- Type: °^MS Job Name: LIGHTING Crozet Self -Storage 700MA-NW-XX-XX W VIRGINIA Architect: TIMMONS Notes: 4RNE�� LV-CENTRAL21-35536 BAZAR WALLMOUNT SERIES -LED • A EMERGENCY OPTION PLED® MODULES Emergency Back (EM) 3/4' Surface 0 0 *•60 0 LED Module•• 1 F EM Back Box o 0 ie2•SleaWT than stondob na°slR9 RZR-WM3•LED E.P.A.=.69 o Available in: 60 LED Module :::::.. THE EMERGENCY OPTION BACK BOX EXTENDS 2• BEYONDTHE STANDARD HOUSINGAND e® e 40 LED Module CONTAINS ME EMERGENCY COMPONENTS CEO) INCLUDING BATTERIES OR CAN BE USED FOR SURFACE CONDUIT (SC) AFFUCATIONSUMERE ISTO BE AN SCR. SCZAND SC30PTION FORTHE DIFFERING HOUSING SIZES. SC SHIPS WITH THREADED CONDUIT Duties. THE EMlED SYSTEM PROVIDES PCWERM ALL LEDs IN THE ARMY (20, 40,or60) M MEET RZR-WM2-LED E.P.A.=.47 THE FOLLOWING LIGHT LEVELS FORA MINIMUM OF 90 MINUTES. WEI =45%e350MA Available In: 40LEDModule i'D'i WM2=36%e 350MA ii=ii WM3=24%e350MA o 0 20 LED Module 'MULUPLYTHE %ABOVE BYTHE LUMEN OUMT0350MA RZR-WMI-LED E.P.A.=.33 WALL MOUNTING Available in: I6DUTRAD17B UiDrt 20LED Module W°II Plate MAX INPUT WATTAGE mo°nRafixNl. MOF DRIVE CURRENT LEDS 360MA 525MA 700MA l05OrnA I 60 WAY SSW 131 W 198\N SIM SaaW J�1 SRt5crew lock 40 48W 66W 87W 134W 2D 23W 33W 44W 66W RZR-WM2/PLED4V/40LED-700mA/CW/277/RAL-8019S/SF MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS MODEL OPTICS LED MODE VOLTAGE FINISH OPTIONS ❑ HIGH -LOW DIMMING FOR PLED' DOMIR ION TYPE NO. LEDs DRIVE CURRENT COLOR STANDARD TEMP -CCT TEXTURED FINISH EXTERNAL CONTROL.. HLSW DUI-WMI ❑ RZR-WMI ❑ TYPE II ❑ 20LED ❑ 350MA ❑ MAY(400010• El120 [1 BLACK HOUSE SIDE SHIELDING PERILED PIED41 ....... ® •STANDARD RAL-9Wr&7 ........ ..... ❑ 525mA El 208 ❑ PHOTO CELL. VOLTAGE ❑ TYPE II REOMROW ® ❑ CW (5000K) 240 ❑ WHITE (EXAMPLE: PC12OV) ... PC+V PLED41-FR..... ❑ 700mA' ❑WW (300DK) 0277 RA4900}T ❑ SINGLE FUSE ❑ RZR-WM2 ❑ TYPE III ® R➢FWAa ❑ 1050mA' �347 GREY 7004-7 IT20V& 277V)....... SF ❑ DOUBLE USE PLED411.... ... 04OLM CONSULTFADTgN rdaoxwuocc(aa �480 (208V &240V)....... DF 208V& 4OV ❑ HYPE III WIDE ❑ DARK BRONZE ❑ STEP DIM MOTION SENSOR PLED4IHW .... RAL-8019-T (PROGRAMMED 50/100) AMBERI ............... MSF211 ❑ TYPE IV ® ❑ PHOSPHOR PLEASE ❑ GREEN ❑ REMOTE MOTION SENSOR CONFIGURATOR...... ❑ RZR-WM3 PLED4V....... �yY�3 CONVERTED SELECT RAL-rs005-T AMBER . MSTCIO ❑TYPE IV -FT 601ED PCA F uroomFST ERGE EMNCY BACKUP 1..EM7 P1UED4V_Fr ® ❑ TRUE AMBER' wrtx sugar EMERGENCY BACKUP TRA (HOUSING ONLY) ..... EMHI PLEASED EMERGENCY BACKUP 2..EM2 ,11°mmwaleTom.nlwTFORusFwmDTM fNrs SELECT EMERGENCY BACKUP 3..EM3 2. xFABrnvxxxD.weFxsxxvExoa:FruRE RLTZSSLI vrr ❑ SURFACE CONDUIT I... SC1 s AvufAaT NssMAnsaslMwW ❑ SUFACECONDUIT2.. SC2 FDRaaroMcaa6 ..am, ❑ SURFACE CONDUIT 3.. SC3 <MuEP M�(MRRRRFM U.S. Architectural Lighting >Rssaml © U.S. ARCHITECTURAL Submitted On: Nov 5, 2021 2/3 Index IK W. HCpCY�III o. 14 02/02/2022 M E CD rn o N N N > E LEDE LL o p LL - W 0of p ti Q j U m W J -� d > O N 7 W zl- °;M ~ X of W N u- 0 4 � 'Ef. h = CZ N = U > � HLrI IZ oUT rn N L_ M CU. v N J �LED N Z 0 f f Z O CK K U w l� Z O w LY DATE 21212022 DRAWN BY M.RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1" = 20' V/ ISS- �wE•'�/ V W a W a T Oz �/T/Z� Vl U O / I�-'►► (D w / �► Z I- J < IT- U J LIU i N m J Q U O LL W U V/ IOB NO. 48757 SHEET NO. L4.0 L