Loading...
HomeMy WebLinkAboutSDP202100001 Plan - Revision 2022-02-07TH r. ftw�.Muwlw TAX MAP PARCEL AND OWNER INFO: PARCEL(S) 058A2-00-00-01400 AND 058A2-00-00-02000 IVY PROPER LLC 400 LOCUST AVE SUITE 3 CHARLOTTESVILLE, VA 22902 TOTAL PARCEL AREA: 0.87 ACRES (PARCELS 58A2-14 AND 58A2-20 COMBINED) LIMITS OF DISTURBANCE: 0.96 ACRES ZONING: C-1 (COMMERCIAL); ENTRANCE CORRIDOR OVERLAY DISTRICT MAGISTERIAL DISTRICT: SAMUEL MILLER SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: BASED ON FIELD SURVEY BY TIMMONS GROUP DATED 1/11/19. ►9IMIPTA 0Oil III 5IJI9It7 101104111110rGANT51 00-is UTILITIES: PRIVATE WELL AND SEPTIC ON SITE. DRAINAGE DISTRICT: IVY CREEK WATER SUPPLY WATERSHED LITTLE IVY CREEK APPROX. 300' AWAY FROM SITE INITIAL SITE PLAN SDP202000065 WP0202100017 ZONING SITE REOUIREMENTS: USE CURRENT: VACANT PROPOSED: 6,500 SF GENERAL OFFICE SETBACKS FRONT: 10' MINIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD) 30' MAXIMUM FROM PUBLIC STREET RIGHT-OF-WAY (IVY ROAD) SIDE AND REAR: NONE BUILDING HEIGHT MAXIMUM ALLOWABLE BUILDING HEIGHT: 65 FT (COMMERCIAL DISTRICT) PARKING REQUIRED PARKING: GENERAL OFFICE: 1 SPACE PER 200 SQUARE FEET OF GFA 1 SPACE X (6,500 SF X 0.8) / 200 SF = 26 SPACES PARKING FOR ADJACENT PARCEL (4282 IVY ROAD): 7 SPACES TOTAL PARKING REQUIRED: 33 SPACES PARKING PROVIDED: 36 SPACES IMPERVIOUS AREA EXISTING IMPERVIOUS AREA: 0.33 ACRES PROPOSED IMPERVIOUS AREA: 0.55 ACRES NOTES: 1. LANDSCAPING SHALL BE PROVIDED PURSUANT TO SECTION 32.7.9 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. PROPOSED PAVED PARKING AND VEHICULAR CIRCULATION AREAS ARE 0.31 ACRES. 2. SITE LIGHTING SHALL BE PROVIDED PURSUANT TO SECTION 4.17 OF THE COUNTY ZONING ORDINANCE AND THE ARB DESIGN GUIDELINES. 3. THE SWM FOREST AND OPEN SPACE EASEMENT IS SUBJECT TO THE GUIDANCE SET FORTH BY DEQ IN THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. THE AREAS WILL REMAIN UNDISTURBED IN A NATURAL, VEGETATED STATE, EXCEPT FOR ACTIVITIES AS APPROVED BY THE LOCAL PROGRAM AUTHORITY SUCH AS FOREST MANAGEMENT, CONTROL OF INVASIVE SPECIES, REPLANTING AND REVEGETATING, PASSIVE RECREATION (E.G., TRAILS), AND LIMITED BUSH HOGGING TO MAINTAIN DESIRED VEGETATIVE COMMUNITY (BUT NOT MORE THAN FOUR TIMES A YEAR). ZONING NOTES 1. CRITICAL SLOPES DISTURBANCE SHALL NOT EXCEED 4,375 SF PER "IVY PROPER CRITICAL SLOPES WAIVER - SPECIAL EXCEPTION REQUEST," PREPARED BY TIMMONS GROUP, DATED JANUARY 5, 2021 AND LAST REVISED APRIL 26, 2021. 2. 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. UTILITY DEMANDS ESTIMATED WATER USAGE: 348 GALLONS PER DAY NOTE: PER CHAPTER 18, SECTION 22.2.2(11) OF THE ALBEMARLE COUNTY CODE, ONSITE WATER USAGE CANNOT EXCEED 348 GALLONS PER DAY VEHICLE TRIP GENERATION LAND USE: GENERAL OFFICE ITE CODE: 710 6,500 SF ADT (WEEKDAY): 9.74 TRIPS PER 1000 SF -> 64 AVERAGE DAILY TRIPS 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 IVY PROPER FINAL SITE PLAN FINAL SITE PLAN SDP202100001 ALBEMARLE COUNTY, VIRGINIA DECEMBER 30, 2020 g Li4 d wnum, o. d c� 3 PROJECT SITE Rd VICINITY MAP SCALE 1" :1000' OWNER: IVY PROPER LLC 400 LOCUST AVE SUITE 3 CHARLOTTESVILLE, VA 22902 DEVELOPER: BUILDING MANAGEMENT CO. 400 LOCUST AVE, SUITE 3 CHARLOTTESVILLE, VA 22902 CONTACT: REID MURPHY PHONE: 434-977-6406 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 PLAN C4.1 SIGHT DISTANCE PROFILE C4.2 MAINTENANCE OF TRAFFIC PLAN C4.3 MAINTENANCE OF TRAFFIC PLAN C5.0 GRADING PLAN 1-1.0 LANDSCAPE PLAN E1.0 PHOTOMETRIC PLAN E2.0 LIGHTING CUT SHEETS S1.0 RETAINING WALL PLANS & DETAILS S1.1 RETAINING WALL PLANS & DETAILS TOTAL: 15 SHEETS SITE PLAN LEGEND EXISTING - PROPERTY LINE -. POST/BOLLARD SIGN CONCRETE WHEEL STOP ® SATELLITE DISH ® TRAFFIC CONTROL BOX p UNKNOWN MANHOLE - - - - - - - - - - - STORM SEWER a STORM SEWER MANHOLE ® CATCH BASIN 0 CATCH BASIN WITH DOME GRATE ® TRENCH DRAIN ---SAN- SANITARY SEWER ® SANITARY SEWER MANHOLE ---w--- WATERLINE 0 WATER MANHOLE ® WATER VALVE WATER LINE MARKER FIRE HYDRANT MONITORING WELL GAS LINE GAS METER GAS VENT GAS MARKER - - - UGT COMMUNICATIONS/TELEPHONE LINE O TELEPHONE/COMMUNICATIONS MANHOLE ® TELEPHONE PEDESTAL ® COMMUNICATIONS VAULT ---ucr�- ELECTRIC LINE 0 ELECTRIC MANHOLE © ELECTRIC PULLBOX © ELECTRIC METER c1 UTILITY POLE DECIDUOUS TREE GUARDRAIL x - FENCE - -xxx- - MAJOR CONTOUR - - - -xxx- - - - MINOR CONTOUR 0 SOIL BORING SURVEY CONTROL MONUMENT SURVEY CONTROL POINT PROPOSED w WATER c GAS STORM SANS SANITARY UGT COMM DUCT BANK UGP ELECTRIC DUCT BANK [ CATCH BASIN STORM MANHOLE SANITARY MANHOLE ® DO SANITARY CLEAN OUT po-} FIRE HYDRANT FDC METER SETBACK - AT/FP STANDOFF ® WATER VALVE A GAS VALVE O BOLLARD STREET SIGN O GAS METER LIMITS OF DISTURBANCE GUARDRAIL X FENCE XXX MAJOR CONTOUR XXX MINOR CONTOUR 0-0 SITE LIGHT PARKING SPACE COUNT GRADING TC = TOP OF CURB BC = BOTTOM OF CURB EP = EDGE OF PAVEMENT EC = EDGE OF CONCRETE TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT CLINT W. i' '�J,F SFLET > AA Lic. N . 5138fl �; i G 2-3-2022 ,' Of foir/0.1 Al M E 0 a o N vi N 0 >E p LL w 0 > O m of < U M z a w H - O to Ln to Ln 0- Q o rn� d(A H H H H 0- Z Z Z Z CC (� W M Z H a+7 � w w w w 0 U- W Q�N� o o o o Q? p U V U V z V7 = N z w N = U > O z Z Z Z 0 Ln � »» O rn 0000 U W U U U U a� z O ui 0 0 (D 0 0 x p w > U Z O w H Q ID TV M o .-i N 0000 N V N kO o N N V1(3)! 11 (3) o N N N N N n rl o N 0 N DATE u 12-30-2020 O DRAWN BY A. FONTAINE } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • • SCALE AS SHOWN no 0 z J a LU ceF-- Q V/ U J � > z LU LLU0' w -i U LL c� Q LU Ly w Mcc J 0 a LL 0 JOB NO. 42932 SHEET NO. C0.0 L LEGEND ROADS mSTORM PIPE & STRUCTURE NO. �CD DROP INLET & STRUCTURE NO. CURB 0 CURB & GUTTER BENCH MARK . _ . CLEARING LIMITS - - 200 - -- EXISTING CONTOUR - 200 - PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER S EXISTING SANITARY SEWER WATER EXISTING WATER LINE GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) �r A COUNTY OF ALBEMARLE Department of Community Development �I�NIP 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. 3. 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). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. 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. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. 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. 9. 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. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. 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. 13. 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. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. 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). 18. 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. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. 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). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. 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. 24. 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) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. 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) 28. 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. 29. 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. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. 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 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. 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 AND 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. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 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 �,t,pLTN f/F �C, CLINT W. S FFLET Lic. N 54380 4r 2-3-2022 ,V; `S`S/nAsf. E�!�sv, M E 0 � o N UI N C > E w ° E y < w w 3 U" o 3 0w- W L M d J J U W -u fA N U W w Ir 3:0'x 0 C J LL a 04 v Ln _ N F U Q c o O1 N � M a� o w off CC M O x c� 0 H 0 w W_ x U a Z O W 0 O r t7 N 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES I Z 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. 0 E H J O Z d O Q H a Z Z Z Z ct H W w w w C) u- n w 0 0 0 0 0 UUUU z Z r r r r w U Z Z Z Z2: 0 0 0 0 0 w UUUU Z O U �ovvrn W MkoM ti G 000.� 0000 N N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A z Q J 0- W Q U) z J J " Q>w z}o LL O Z Z U < 1 w CE a U) W LLJ m I- Q O Z I --I JOB NO. 42932 SHEET NO. C1.0 L 4 00 t pLTN 6, 0. EXPANSION EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT TOP OF CURB R=2" j� FILLER, "ZIP STRIP" OR i �� NON -SLIP BROOM FINISH EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2 \ \ \ \ \\ \�v ///\/ 6 C L I NT W. ZZ O • S FFLET �• 'yLb�ice i e% " T 10" 3,000 PSI AIR ENTRAINED PORTLAND j/�j/�j �\ �\ SURFACE Lie. N . S4JI19 �4c 2 3 2022 ��V N60 CEMENT CONCRETE 18 j\\ j\\ j a' d :S10RAL ��`,•,, 6" TYPE 21A STONE COVER j\\ j\\ j BASE ����4�44��� .< M E .\��/�/\\ COMPACTED SUBGRADE (CBR 11.2) Q VDOT A-3 CONCRETE O N o � N EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAHR-1975 OR EQUIVALENT) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS rSUBBASE) !� tl w v E 3"CONCRETE COLLAR CONTINUE 21B STONE BASE FROM H w ,>„ 3 .�. 3 RUSHED STONE BEDDING ADJACENT PAVEMENT SECTION , o U. o > HEAVY DUTY CONCRETE SECTION 6"D/CLEANOUT UNDER CURB, 6" MIN. DEPTH w W L M d j v w_ui z 0 a No Scale a16 � o N a z Z Z Z VDOT STANDARD CG-2 CURB rn C X NO Scale PLUGATEND OFLINE SIGN a N w 0000 1-- STD. U POST ix 4 o Ln x v ry o z vvvv z w CLEANOUT DETAIL GALVANIZED x v> v� c (n z z » z z O 2" R �4" L^ N w 000 vvvv 0 0 v No Scale CONIC CURB AND GUTTER CLASS 3A, M (fc=3,000 PSI) CONCRETE00 SIGNAGE NOTES: \\ 6" 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 6'-8" MIN. \\ a °° THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY 13 ° ° M REVISION THERE TO: REFER TO VDOT STD STP-1 DETAIL 7" O _ A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. FOR MOUNTING REQUIREMENTS ° \ a ° a O B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC a ° a O CONTROL DEVICES. \� ° ° °Q. a ° v It 0)o n C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS.AR o 0 w N N D. THE 2000 INTERNATIONAL FIRE CODE. 6" MIN. � w F ci o 0 0 o 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE L ¢ N N N N N /,\ /,\ /,\ /,\ \ / /,\ ,\ /,\ /,\ /,\ /,\ /,\ FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER II IIIIIIIIII I- 6" 2' 6" -0" O N N N N N DATE CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN CONTINUE 21B STONE (n NOTE 1 ABOVE. COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL SUBGRADE PAVEMENT SECTION 12-30-2020 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND UNDER CURB o} No Scale DRAWN BY INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND FESEMD RESORWVEMI) INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. A. FONTAINE SOLID WHITE LINE 2411 r(TYP.) PAM PARKING VDOT STANDARD CG-6 CURB & GUTTER • • DESIGNED BY C. SHIFFLETT No Scale CHECKED BY S T 0 P ii-mii} • 2" ASPHALTIC CONCRETE SURFACE 12 PBVALTY R3�ALTY COURSE - SM-9.5A • • • C. SHIFFLETT Y� STD. (VARIES) R1-1 �-�� �-�� TOW AWAY ZONE TOW AWAY ZONE 8" TYPE 21-B AGGREGATE SUBBASE COURSE SCALE NIA STOP BAR DETAIL • NOTE: STOP SIGNS TO BE 30" WITH VAN\//\\//\\//\\//\\//\\//\\//\\//\\° HIGH INTENSITY SHEETING NO SCALE 6'-8" MIN. AOLE 6'-8" MIN. • ABOVE ABOVE COMPACTED SUBGRADE FINISHED FINISHED (PER GEOTECHNICAL REPORT) GRADE GRADE SOLID WHITE LINE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING 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 6' BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE No Scale ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 2' 2' WHITE BACKGROUND. ASPHALSM-9.OACRETE SURFACE z (TYP.) COURSE PARKING SIGNS FOR THE DISABLED J 3" INTERMEDIATE BASE COURSE - BM25.OA 0 0 0 0- STRIPING AND SIGNAGE DETAIL No scale 8" TYPE 21-B AGGREGATE SUBBASE COURSE LLI No Scale CONCRETE BUMPER BLOCK CONCRETE BUMPER BLOCK Q U) ANCHOR IMBEDDED 24H IN GROUND HANDICAP SIGN 5/8" REBAR AS NOTED ON C4.0 & C4.1 LOCATION (VAN) \/\\/\\/\\\\\\\\\ /�/�/�/�/�/� v 1 HANDICAP SIGN COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) J > Lij OVERLAP 6" TYPE 21-B AGGREGATE LOCATION (TYP.) Q FABRIC 8" MIN. o BASE COURSE 2- 2' 2' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Z 0 Z COMPACTED SUBGRADE EDP FACE OF LL O Z \ CURB / N EAIVY DUTY ASPHALT PAVEMENT SECTION i VDOT #57 FILTER FABRIC WRAP 18' 18' PERPVDOTD a STONE 12" MIRAFI 140N OR EQUIV. 4 Lij 4" DIA. PERFORATED 4 SPEC. PAINTED w w �— PVC PIPE STRIPEco (TYPICAL) 8 5 8 8 8 -1 1 NON -SLIP BROOM FINISH z Q O O z 4" DIAMETER STEEL DENOTES GRAVEL SECTION ON PLANS p p p TYPICAL VAN ACCESSIBLE ACCESSIBLE lcl� PIPE FILLED WITH CONCRETE. BOLLARD HANDICAP SPACES REGULAR SPACE GRAVEL SECTION TYPICAL PARKING SPACE DETAILS SHALL BE PAINTED MAX. CROSS WIDTH' 2% YELLOW No Scale No Scale PAVEMENT 1.5%2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 2' FROM IF\ EP �\ 2'-0" DIAMETER 7-1/2" 6' LENGTH 4" 3,000 PSI AIR -ENTRAINED CONIC. FOOTING CONCRETE a . 5 1 COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER a �.' Ep EXISTING AGGREGATE BASE \/REBAR / ' // // // // // // // // IMBEDDED 4ANCHOR H IN 8 GROUND; 5'\/\\\/\\\/\\\/\\\/\\\/\\\/\\\/\\/\ COMPACTED SUBGRADE 2 PER WH EEL STOP NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN 3.5' ACCORDANCE WITH VDOT STANDARDS. 4 MILL AND OVERLAY SEQUENCE: EXISTING ASPHALT. ROLL O EST EXISTNG BASE CO RSEVE ATH CT NNPLACE // \/ \//\\/\\ \ '//�//\\/ JOB NO. u NEW ASPHALT SURFACE. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 42932 BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION SHEET NO. C1.1 No Scale No Scale No Scale No Scale No Scale 0 d 0 3 D 0 o o no 12Z 00 o 2 c A .- a c m D 0 XB 3 Z z„ 0 � a �0. 2N o. m m 7 y N X C 0.0 A= �0 c � o 06 06 a c Nc 10 a 0 N 0 c m �o c p W a- wm m N L „SIP-Z 2016 ROAD & BRIDGE STANDARDS EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS EXISTING SUBBASE PROPOSED SUBBASE COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 11/2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF i %2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. XVD❑T ASPHALT PAVEMENT WIDENING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS MILL & OVERLAY DETAIL No Scale ROPER rpROMUMPSTER ENCLOSURE rALBEMARLEV A 3 2 DUMPSTER ENCLOSURE No Scale HINGE CONNECT TO BULKHE 2 CMP RADIUS FRONT VIEW 1. DASHED LINE INDICATES WELD. 2. ALL REINFORCEMENT SHALL MEET ABTA ARM, 3. ALL DIMENSIONS ARE NOMINAL, UNLESS OTHERWISE NOTED. NOTE: SIX FOOT CMU WALL CLAD WITH HAR- DIE PANEL VERTICAL SIDING IN ARCTIC WHITE TO MATCH PANEL SIDING ON EXTERIOR OF THE BUILDING. NOTE: HORIZONTAL, COMPOSITE BOARD DOORS TO BE PAINTED NIGHTFALL TO MATCHNICHIHA VINTAGEWOOD BARK AND INSTALLED ON STEEL POST HINGES. ARB SXMISSION NOVEMBER 23, 2020 LADDER DETAIL HINGE CONNECTED TO BULKHEAD EXPANDED (TYP) P4 SIDE VIEW ACCESS BEER NOTES L THE ACCESS RISER DETAILSHALLBE CONSIDERED CONCEPTDALWIIN THE INTENTION ACCESS RISER DETAIL OF ILLUSTRATING HOW LOADS PLACED ON THE COVER OR SURROUNDING PAVEMENT CONCRETE WILL BE TRANSFERRED TO THE SUBGRADE AND NOT BE BROUGHT TO BEAR DIRECTLY FINISHED GRADE MANHOLE FRAME a FLATTOP ON THE RISER PIPE. COVER (BY OTHERS) 2. ALL RISERS SHALL BE FIELD CUTTO WE ELEVATION NEEDED TO ACCOMMODATE CONSTRUCTION OF THE RISER DETAIL 3. POURED-NKPU CONCRUEMLAMSMLLBEPWPERLYMRMEDMPROVIDEA SMALLGAPAROUNDTHE OUTSIDE DIAMETER OFTHE RISER, WGHTHE TOP LEVELOF THE COLLAR SETAPPROXIMATELY TWO INCHES ABOVE TH E TOP OF WE RISER PIPE. 4. FLATTOPS, MANHOLE OPENINGS, AND APPURTENANCES SHALL BE CONSTRUCTED AND/OR PROVIDED IN ACCORDANCE WITH THE STANDARD DETAILS AND SPECIFICATIONSOFTHESTATEORMO LROADAUTHORIWMRANH25/HSZS HIGHWAY TRUCK LOADING. S. STANDARD RISER DIAMETERS ARE BETWEEN 12 AND U INCHES, AND THEIR FITTINGS/STUBS ARE SUBJ TO REINFORCEMENT CONSIDERATIONS IN ACCORDANCE WITH ASIM A998. RELATED REQUIREMENTS ARE DEPENDENT ON THE BACKFILL MATERIAL MAINUNEDIAMETERANDTHEBURIALDEPTHAND MAYBE NEGATEDBYOMNGFOR (AS SPECIFIED) CMP RISER A SMALLER DIAMETER RISER INTHG RANGE. 6. STUBS FOR FUSERS AND IN GENERAL ARE DETERMINED BY THE MANUFACTURER BASED ON FABRICATION STANDARDS AND/OR SHIPPING LIMITATIONS TABLE 1 TABLE 2 U TEMPORARY MINIMUM COVER FOB CONSTRUCTION EQUMMENI'NOTES TEMPORARY MINIMUM COVER FOR STANDARD CONNECTING Z CONSTRUCTION EQUIPMENT BAND THICKNESS } J L DURING CONSTRUCTION AND PRIOR TOTHE CONSTRUCTION OF PAVEMENT PIpeVa. Minimum CoverIo RrIrdlnttd Mlebe65 F ADDITONALTEMPORARY COVER MAYBE REQUIRED TO ACCOMMODATE lint ]BSOkIp5565 kips TS110kIp51LYf30kli xz Q W N LU on STRUCTON EQUIPMENT TRAFFIC OVER THE PIPE SYSTEM IN ACCORDANCE WITH ]i a1 io 25 3a 3-0 a = z IL O LY ABLE 1. 3. MINIMUM COWR IS OFTHE OFTHE 46R 3.0 3.0 3.5 0.0 O O W li MEASURED FROM THETOP PIPE TOLLE TOP MNNTAINED CONSTRUCTION ROADWAY SURFACE. ALM 3.0 i3 .0 0.0 li LD a W K 3. TEMPORARYCOVER SHALL BE OULY[OMPACFEO AND MAINTAINEDATTNE PROPER L34144 3.5 4.0 4.5 45 Pipenickness Mnlmumbnd TRld,ness UP awl Us cost, NM a019• UIM cast. ]3ga up ll5P 113r, 0.1i@' 1W. a a star• 14 M am. aa79'• J W ELEVATION TO ENSURE NO LOSS OF REQUIRED COVER OVER TIME. CLEAN, Q H O F- OPEN -GRADED MANUFACNREDAGGREGATE MAY BE UNSUITABLE FOR THESE f- Z PURPOSES UNLESS PROPERLY LOCKENN PLACE OR CONFINED WRHA•INDER LU y W MATERIAL STANDARD LUG CONNECTOR ZW DETAIL s( STANDARD CONNECTING BAND NOTES L PIPE ENDS SHALL BE REROULED TO FORM AN ANNULAR 2%'X W CORRUGATION WITH SUFFICIENTCORRUGATONS mACCOMMODATETHE MINIMUM WIDTH OF A B FULLY CORRUGATEDCONNECTNGBAND. 2. FULLY CORRUGATED CONNECTING BAND THICKNESS SHALL BE IN ACCORDANCE WITH TABLE 2, ANDSMLL HAVEA MINIMUM WIDTH OF 12 INCHES FOR PIPE DIAMETERS UP TO AND INCLUDING 96 INCHES, AND A MINIMUM WIDTH OF 241NCHESTHERFAFTER. 3. STANDARD WG CONNELTORSSHALL BE USED ON FULLY CORRUGATED CONNECTING BANDS I STANDARDSIEEVEGASKETS, WHEN REQUIRED, SHALL BE W THICK NEOPRENE MEETING THE MATERIAL REQUIREMEMOFASTM D1056,AND SHALLCOMPLETELY UNDERUE THE CONNECTING MIND. CONNECTING BAND RLL S. ALL101NT PERFORMANCE REQUIREMENTS IN ACCORDANCE WITH SECTIONS (WHEN SPECIFIED) OF ASTM A760. STANDARD SLEEVE GASKETS SHALL BE REQUIRED MR JOINTS SLEEVE GASKET DETAIL SPECIFIED TO MEET ANY LEVEL OF LEAK RESISTANT PERFORMANCE AS WELL AS SILT N U S m nGHTKRMRMMU.INUEUOFAGA ,AGEOn ILEWMPSMUSE f OCR CONSIDERED ENT TO MEET SILT PERPoRMANCE.IFIEDTGASKETS SHALL GASKET Z REQUIREDF NOT PIPE SYSTEMS SPECIFIED MEET RPORATDPIPE SYSTEMS (WHEN SPECIFIED) o; R MEN is CONNECTING 12 6. CONNEITNG HANDS FOR 13 THROUGH ABiNCH DIAMETER PIPE SHALL BEA Y I �I 5 ONE-PIECE BAND. CONNECTING BANDS FOR SAITHROUGH 96-INCH DIAMETER PIPE SHALL BEATWO-PIECE RANG. CONNECTING MNDSPOR102THROUGHILWNCH CORRUGATED SMALLINHERENT OIAMETERPIPESMLLBEATHREE-PIECE BAND. METILL PIPE �`- GAP CORRUGATED METAL PIPE 90F 10 L CONNECTING BAND MATERMLAND/OR COATING SHALL MATCH THE PIPE MATERIAL zx. Z J CO W J LL W LO 0U, 2U ; Q. W QF-O W Go Z W L m N Z g FORAPPROVAJ-ONLY NGMTURE DATE n FITTING "A' DETAIL 41) REDUIREDDIV - Lane Enterprises Technical Bulletin Maintenance Requirements and Inspection Checklist for Underground Stormwater Management System I REINFORCING MEMBER REINFORCING (3'x3'xj e �' BULKHEAD & WEIR a REINFORCEMENT DETAIL 10 OF 10 -(1)REQUIRED- Regular inspection and maintenance is critical to the effective operation of underground detention as designed. It is the responsibility of the property owner to maintain all Wormwater BMPs in accordance with the minimum design standards. The municipality has the authority to impose additional maintenance requirements where deemed necessary. This page provides guidance on maintenance activities that are typically required for underground detention, along with a suggested frequency for each activity. Individual Underground detention locations may have more, or less, frequent maintenance needs, depending upon a variety of factors including the occurrence of large storm events, overly wet or dry (i.e., drought) regional hydrologic Conditions, and any changes or redevelopment in the upstream land use. Each property owner shall perform the activities identified below at the frequency needed to maintain the pond in proper operating condition at all times. Inspection Activities Suglisostod Schedule • After several storm events or an extreme storm evens inspect for: signs ofclogging ofthe inlet or outlet structures and sedimeut accumulation. As Needed • Inspect for: trash and debris; clogging ofthe outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and inlet/outlet stracMes; tree growth on dam or embaniment; the presence ofburrowing animals; standing water where there should be Semi- Ua➢y now; vigor and density of the gross had on the basin side slopes and Door; difTP.snHnl Settlement; cracking; leakage; and slope stability, • Inspect that the outlet structures, pipes, and downstream and pilot channels are free ofdebris and are operational. • Now signs ofpollution, such As oil sheens, discolored water, or unpleasant odors. Annually • Check for sediment accumulation in the facility. �Y • prop Pere gates, Check for proper operation of control valves or other mechanical devices. Maims m Activities S stall Schedule • Perform structural repairs to intet and outlets Monthly or as nceded • Clean and remove debris from inlet and outlet StrnCllnes. • Repah damage to inlet and outlet structures, Control gates, valves, or other mechanical devices; repair underaut or Eroded areas. AH Needed • Monitor sediment we ulatiom, and remove sediment when pond volume has become reduced significantly. AB Needed 1 �1N-------I PLATE BULKHEAD d' FLAT PLATE) (3) CL UDE 2'-0' PACING -54' DIAMETER SECTION A -A ELEVATION VIEW ARE MP.) ELEVATION VIEW BAND AND GASKET DETAIL BACI RISER DETAIL STANDARD HARDWARE (TVP.) 0 f('NEOPRENE GASKET (12'WIDE) I QQ 12'WIDE&COD SECTION VIEW IVY PROPER ALBEMARLE COUNTY, VA LANE CARP STORMWATER MANAGEMENT SYSTEM NOTES: U > 1. THE LANE CMP STORM WATER MANAGEMENT SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH } J U/) INDUSTRY STANDARD INSTALLATION PRACTICES ADAPTEDTO THE SPEOAL INSTALLATION PROCEDURES W Z Go Q LU CONTAINED HEREIN. a O z W W 2. CONSTRUCTION EQUIPMENT SHALL NOTTRAVERSE OR OTHERWISE BE LOCATED ATOP THE PIPE SYSTEM Of W 20 CL a• OR ITSCOMPONENTS UNTIL SUFFICIENT COVER IS PROPERLY PLACED AND COMPACTED. CONSTRUCTION CJ2g W LOADING RESTRICTIONS ARE CONTAINED HEREIN. THE INSTALLER SHALL CONTACT THE MANUFACTURER QUO Z TO ADDRESS ANY UNCERTAINTIES IN THIS REGARD. Wm Go UU 3. THE FOUNDATION AND/OR BEDDING STONE MUSTBE PROPERLY LEVELED TO THE ELEVATIONSHOWN ON W THE PROJECT PLANS PRIOR TO THE PLACEMENT OF ANY PIPE OR FITTINGS. -D 4. SPACINGS SHOWN BETWEEN PIPE RUNS ARE STANDARD AND WILL ENSURE SUFFICIENT SPACE FOR MATERIAL PLACEMENT AND COMPACTION. CONSIDERATIONS FOR SPACING REDUCTIONS WILL NOT BE MADE UNLESS THE INSTALLER FORMALLY ACKNOWLEDGES THAT THE DESIRED REDUCTION WILL NOT COMPROMISE THE ABILITYTO PROPERLY PLACE AND COMPACT SACKFUL IN AFFECTED AREAS. S. BACKFILLAND BEDDING MATERIALS SHALL BE AS SPECIFIED IN THE PROJECT PLANS AND CONSISTENT WITH THE NOTES CONTAINED HEREIN. 6. THE PLACEMENT OF A GEOMEMBRANE OVER THE ENTIRE SYSTEM IS CONSIDERED A BEST MANAGEMENT PRACTICE WHEN THE SYSTEM IS LOCATED BENEATH PAVEMENT IN THE MORE NORTHERN REGIONS WHERE SEVERE WINTERS INCLUDE HEAVIER USES OF DEIGNG SALTS. tri O S m 7. DETENTION SYSTEMS ARE SUBJECT TO GREATER LEAKAGE THAN TYPICAL SINGLE RUN STORM SEWER oN� APPLICATIONS AND THEREFORE ARE NOT APPROPRIATE FOR APPLICATIONS REQUIRING LONG-TERM Z d,m ` CONTAINMENT OR HYDROSTATIC PRESSURE. LEAKAGE PERFORMANCE REQUIREMENTS ARE MORE APPROPRIATELY ADDRESSED USING PERFORATED PIPE BACKFILLED WITH AN OPEN -GRADED STONE m sS 3 ENVELOPE IN AN IMPERVIOUS LINER (DESIGNED BYOTHERS). 8. CONTACT YOUR LOCAL LANE SALES REPRESENTATIVE FOR ANY MODIFICATIONS NEEDED TO THE SYSTEM 50FIO DESIGN. J U c 5 Go Loz OUJ 0:Ud2(9 a��qQ � �0 W N m � 60FIO 7 OF 10 11'-0" B D 1 I- L CONCRETE STRUCTURE PROVIDED BY AND 2 PLACED BY OTHERS 4 2 n 36" RISER WITH LADDER (TYP. 3) 15" STUB (TYP. 2) ifMp11FICE ,yN FITTINGA E 9 WEIR 4'-a' r-q• R) N PLATE N Y IXiIFICE 4 QI FRT WEIR PLATE DETAIL PLAN VIEW BULKHEAD BILL OF MATERIALS MARK DESCRIPTION E TRASH RACK FOR WEIR PLATE B 64' DOUBLE ELBOW C 54' ELBOW TEE D 54' PIPE (23'-0' LENGTH) WITH 36• RISER WITH LADDER E M' PIPE (21'-D' LENGTH) WITH BULKHEAD, 2 EA 15' STUBS, 2EA 36' RISERS WITH LADDERS a A WEIR PLATE 1 54' PIPE (2T.O' LENGTH) 2 54- PIPE (21'-0' LENGTH) 54' CONNECTION BAND (RIGIDIPVMT.) HAN. (FLEX PVMT) FILTERFABRIC (WHEN SPECIFIED) DATE: NO. REQUIRED 1. ALL W PIPE 18 SOLID, ALUMINIZED72, 14 GA, 2f XI' CORRUGATION. 2. ALL 36• 815' PIPE IS SOLID. ALUMINIZEDTF216 GA.. 2t'X } CORRUGATION. 3. DASHED LINE INDICATES WILD. 4. ALL REINFORCEMENT BRILL MEETASTM A99B. S. REFER TO PAGES 4-90F 10 FOR INSTALLATION NOTES. 1 1 1 1 1 2 RFIAPPROYALONLY 91DMNNE'. 9 LINER OVER TOP OF PIPE I X SUITABLE S ' FOUNDATION C TYPICAL CROSS SECTION 1. ALLCORRUGATED METAL PIPE (CMP) SHALL BETHE DIAMETER, CORRUGATION SIMAPIDGAUGE SPECIFIED ONTHE PLANS CORRUWTEDSTEELPIPE WITH A MU4UCCMTNGSHALLMNWRMTOA MMMMO/ORASFMA7W.CORRUGATEDSTEELMPEWNHAMLWERCOATINGSHALLC MRMTOAA m M245ANDIORASTM Ann. CORRUGATED ALUMINUM ALLOY PIPE SHALL CONFORMTOAASHM M196AW/0RASTM 8745. ALL RISERSANDSNBSARE Q Z IBGAUGEWIIH A 2WXW CORRUGATION UNLLSSOTHERWISE NOTED. FITTINGSSHALL MEETTHE MINIMUM DESIGN REQUIREMENTS OFASTM A998 FORTHE > BURIAL DEPTH SHOWN ON THE PLANS. J 2. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR OR THEIR MEW TO RESEARCH AND IMPLEMENT APPLICABLE SAFETY, HAZARD, AND HEALTH KZ U W REGUTATONS; AND OBTAIN WE NECESSM(APPROVALS, CONSENTS OR PERMITS FROM APPLICABLE AGENCIES, PRIVATE LANDOWNERS, OR PUBLIC ROAD W 7 CO LL To AUTHORITIES. Oa,UOUJ 0.3. THE CONTRACTOR SHALL MAMISEDTHATWMUGATED METAL PIPE IS FLEXIBLE ANDTHEREFORE DERNFSSTRUMMVABIUW FROM THE nNENGTHAND a U,Q w RELATIVE STIFFNESS OF THE SURROUNDING BACI ILL MATERIAL. THE RESULTING SOIL -CULVERT INTERACTION SYSTEM DEFINES THE ABILITY OF THE FLEXIBLE PIPE QF KO LU TO WITHSTAND ANTICIPATED LOADS. f Z 4. PIPE BEDDING AND EMBEDMENT SHALL BE SELERGRANUUR MATERIALS MEETING THE REQUIREMENTSOFAASHM M145 FOR A-L A2 AND A-3 LU Go(LI CLASSIFICATIONS.WELL-GRADED EMBEDMENT MATERIALS SHALL BE FREE OF ORGANICS, ROCK FRAGMENTS LARGER THAN THREE INCHES, AND FROZEN LUMPS, m W APPLICATIONS THAT INVOLVE PERFORATED PIPE FOR RETENTION PURPOSES SHALL BE BEDDED AND BACKFILED WTIH A CLEAN, OPEN -GRADED, ANGULAR STONE J 10 WITH A SIZE DISTRIBUTION BETWEEN 0.75 AND 2INCHES. OPENGRADED EMBEDMENT MATERIALS REWIRE WE USE OF A FILTER FABRIC TO ELIMINATE THE Q POTENTIAL OF SOIL MIGRATION FROM ADJACENT SOILS S. ALL CMP SHALL BE INSTALLED IN ACCORDANCE WITH THE PLANS AND SPEOFICATIONS, WE MANUFACTURER'S RECOMMENDATIONS ASTM Am FOR CORRUGATED STEEL PIPE OR ASTM 87M FOR CORRUGATED ALUMINUM ALLOY NPE, AND/OR SECTION 26 OF THE AASWO UnD BRIDGE CONSTRUCTION SPECIFICATIONS IN GENERAL, BEDDING SHALL BE MINIMUM OF 4INCHES IN DEPTH AND LEFT LOOSELY PLACED UNDER AND ROUGHLY SHAPED TO WE MIDDLE -THIRD OF WE PIPE SPAN, AND WE EMBEDMENT WALL BE INSTALLED IN LOOSE UM NOT EXCEEDING 81NCHES AND COMPACTED TO A MINIMUM 9096 AAMTOT995TANMRD PROCTOR DENS". EMBEDMENTSHALL BE RAISED EVENLY, AS DESCRIBED BELOW, WITH A MAXIMUM SIDE -TO -SIDE DIFFEREWIALOF 24 INCHES OR ONE-THIRD OF WE PIPE DIAMETER, WHICHEVER IS LESS SELECT EMBEDMENT MATERIALS SHALL EXTEND ABOVE THE PIPE MINIMUM DISTANCE OF ONE41GWH THE DIAMETER OR U INCHES, WHICHEVER IS GREATER. 6. PUBLISHED INSTALLATION STANDARDS REFERENCED ABOVE SHALL BE SUPPLEMENTED WITH WE FOLLOWING INSTRUCTIONS TO ACCOUNT MR WE PRESENCE OF MANIFOLDS AND PARALLEL PIPE RUNS: THE SACKFUL OPEMTON SHALL COMMENCE AND PROGRESS EVENLY ON BOTH SIDES OF WE MANIFOLD AND ALONGSIDE WE PIPE RUNS SIMULTANEOUSLY. IN THIS MANNER, THE OVERALL MCKFlLL OPERATOR SHALL PROGRESS IN THE DIRECTION OF WE PIPE RUM AND MWARDSTHE OPPOSITE MANIFOLD, WHERE WE ISAGAIN TAKEN M ENSUMWE BACKFIWNG IS DONE EVENLY. PERIMETER BACKRLL MUST BE BROUGHT UP EVENLY AS WELL, AND EXTENDED HORIZONTALLYTOSTANEANO/OR UNDISTURBEDTRENCH WAILS. SPECIAL CARE SHALL BETAKEN TO ENSURETHE HAUNCH sy REGIONS OF WE PIPE ARE COMPLETELY FILLED AND PROPERLY COMPACTED. FILLING THE INSIDE MUNCH REGIONS OF WE MANIFOLD BETWEEN STUBS IS MORE U3 0 N m CHALLENGING AND WILL REQUIRE ADDITIONAL WE. F 6.- Z d 1@ 7. NO EQUIPMENT SHALL BE OPERATED ON THE SYSTEM UNTIL A MINIMUM OF 32 INCHES OF COVER HAS BEEN ESTABLEWEO, AT WHICH TIME ONLY WALK -BEHIND p43 COMPACTION EQUIPMEMAND SMALL SPREADING EQUIPMENT MAY BE USED. EXCAVATORS MUST BE LOCATED OFF WE BED, AND DUMP TRUCKS MAIL NOT 3 DUMP MINE DIRECTLY ON TO WE BED. rg SSS S. PROVIDE MINIMUM 30 MIL IMPERMEABLE UNER DRAPED OVER TOP HALF OF PIPE( LATERALS AND MANIFOLDS) TO PREVENT ANY PARKING LOT SEEPAGE FROM ENIERINGTHE TOP HALF OFTHE PIPE, BUFALLOWING DRAINAGE BETWEEN PIPES. UNER REQUIRES MINIMUM 2" BACKFILL CUSHION AROUND PIPE. B OF 10 BEDDING s• ouaema On) BNndard B, 1, SJN C(Po xto (10 1. 1.0 an 2.0 1.00 3V 115 3.75 20 1s0 3M 1s 4.5 20 IRO 42" 41 64" 1.75 2.0 2.25 5.25 6.0 6.75 2.0 2.0 2.0 1a0 1.ID 110 60. 66' 25 2.75 7.5 025 2.0 2.0 1.00 1.00 72 3.0 9.0 2.0 1.00 18 3.0 9.5 2.0 1.00 .'1 3.0 10.0 20 1.00 PD Is 10 10 10.5 11.0 20 20 Too LAID 102 3.0 11.5 2.0 125 108 3.0 12.0 2.0 125 1I4" 3.0 12.5 2.0 12S IS. 10 13.0 20 125 126" 10 13.5 20 1S0 132' 3.0 14.0 2.0 IM 1W 3.0 14.5 2.0 1,50 1M 10 15.0 2.0 IM % J r U w 5LL Z N Q W KU0(W U,2D }a} > Of 0 W Go m Q ad Z II m 1 OF 10 20FIO r J r U a0zLL R( CLUUH Qp0 Uj Go z 3 OF 10 > U Lu a0zUL. W , L a D 0 N W m a Q 0 e F Z 4 OF 10 IF�,t,pLTN �)F C, CLINT W. S FFLET Lic. N $4380 �4C 2 3 2022 4V; PP 140 M E O � O N UI CZ Q O > E W N E LU U w 3 L", o 3 O W w0 `m"^H-I Of W L M d J U W W J CID -� d > N FA NR (D W N T 30'x J LL 0 a ix 6 C Ln U j F Q . C N 0OR N N M CU. V O7 J C=` W Lo H Of 0 2 (7 I- > .it 2 U Q z O U) LY 0 L=� J > O z a O Q H I- a zzzz Dt 1.-/1 cW cW CW cW C) Of G L L L LL N 2: 2: 2: 2: ' W 0 0 0 0 o UUUU z z W 0 z z z Z 0 ti 0 00 0 LU UUUU z O U T-I N T-I N T-I W MLDOR ti Q O O O H O N N N N N 0 0 0 0 O N N N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C SHIFFLETT SCALE N/A J UJI Q U) z J J (D Q > LLJ z}o LL_ O Z Z U < i LLJ a W m I- ^W I..L Q O O z H� JOB NO. 42932 SHEET NO. C1.2 c 0 3 c 05 oa 2 12 CO 00 a� '6 C 2 m w E O a c m In a o 0 O 0 C a m (7 3y z„ 0 � a �5 eN C1 m c 7 AZ In B m X 0.0 m T'j m o M 0 E `o a 0 N o a c Na Ma O M 0 In In C c m ID C M O c p W n o roe ww d N E L 0 0 0 0 0 0 0 0 O O 0 0 0 O 0 O O 0 0 ° o 0 O 0 ° o o APPROXIMATE LOCATION ° 0 OF EXISTING WELL TO BE ° o ° ABANDONED 0 0 O 0 0 0 ° ° o 0 0 ° o it F1 53 i y30' ---_ 138 CONC. BLOCK 21 ABUTMENT _ 93'-2"BRIDGE HEIGHT SIGN ADOPTA H YSIGN I / X 521.5' \ AP OXIMATE EXISTING \ THE E (DECIDUOUS) 0 ° ° 0 0 0 0 0 0 0 0 0 0 O 0 0 0 0 0 O 24"HDPE o lNV=53713 I\ II II II 24" 525 Sd3 5' 1 / / / ------__ — TMP58A2-14 13/ j//� X5226 — IVY PROPER, LLC D.B. 3801, PG. 750 / D.B.470, PG.01 p D.B. 469, PG. 0090 ACRES t27/ R=1>79.40'J L=20.89' � T=10.45' A =1 °00'53" 5504048"W BENCHMARK =20.89' TOP OF SPIKE ELEV=519.70' Sg7 0 0 EXTENTS OF 539 0 0 0 0 0 0 500-YEAR ° o o ° FLOODPLAIN 0 0 0 0 ' C & O FLO"' RA Cr, - R,2080p4 x 53s.z' / o ° o AM 178, X539.33' ° ° ° 07, 80' G r 84 54'i l l' 50,.E ' / ' � ' / 0 0 0, ° 0 p p p O co 00 O iyp ° ° O/� / — / 53 29.04 534.8' 1741 / 41 — — �.-._—.— — — — — — — CRITICAL — — -- \ _ SLOPES, TYP. —� — —— J �� - - -- - -- 1,[ / _ ,� \\� \\71 III /— OVERHEAD POWER LINE TO BE 7 RELOCATED. COORDINATE NEW LOCATION WITH DOMINION // REMOVECLEAR //�' —/// & GRUB j52>_ REMOVE �/ 5 Po RELOCATE .4' UTILITY LE& TELECOM 4' PEDESTAL VYTMP PROPER,20 C D.B. 3801, PG. 750 / SAWCUT D. B.470, PG. 01 REMOVE D.B. 469, PG. 009 GRAVEL j 0.76ACRESBOAAEJOIO.VE Q 1 , 0. TMP 58A2-20A 5 GUYS WITHOUT FRIES X 519.4' ` TOOLLC D.B. 4992, PG. 686 CONSTRUCTION D.B. 821, PG.218 & LANDSCAPE D.B. 268, PG,151 / 58- EASEMENT ZONING.C1 COMMERCIAL USE: OFFICE BLDG. 9Cp TE R=1179.40' , _enc oo, X518.6' \ , A=9„304 ' '\ CB=N60°5629"W C=195.61' ` CONTINUOUS ASPHALT ENTRANCE 'SAWCUT APPROX. EDGE OF PAVEMENT TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D.B. 130, PG.109 ZONING: C1 COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE I, I � /I \ 00 / o / SO INLET/W GRATE 0 ° 11 /'ll TOP=515.15 0 0 X 516.5' , INV. IN=513.45' 4"PVC o ° X 517.6' / II *CONNECTION UNKNOWN o ° v INV. OUT=511.60'24"CMP o o ° co IV 516- - 0 0 ' 0 00 i o / O ° ° o ° O o ° o ° o ° q'� EXTENTS OF 0 / �� 100-YEAR ° o ° /,� FLOODPLAIN 0 0 i ° o / ooco 00 00Z_ % �/ / 0 0 00 0o ° 515 0°° 00 °° °° y^� III o ° o O o ° ° 24" CMP W/BROKEN o ° ° o HEADWALL 11 I 000 0 .o ° INV511.07' 0 0 0 0 0 0 0 NOTE: CRITICAL SLOPE LOCATIONS ARE BASED ON COUNTY GIS AND FIELD RUN SURVEY LEGEND: ,E �LTH CIF CLEAR AND GRUB =O� CLINT W. fa�, S FFLET ® REMOVE ASPHALT Lic. N SISt! 0 2-3-2022, A REMOVE GRAVEL tm�YONAL SAW CUT M 00 SCALE 1"=20' 0 20' 40' M E O O U N � N C Q O > E w v E Lu Q U. 3 p LL w o m J U 00 J —u .. 00 C7W rvV w v 30x oa'6LL fU-, = N =v>� F Q c Y � N 00 � M � H J O z a p PPP Q a zzzz 0r + w w w w 0 w N 0000 ., w Lf) pUvvvz z u' o z z z zY: 00000 w vvvv O 81 DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE i"= 20' z J O �- -QO J > 0 z 06 "_oz w OJ � a � WLu Lu aca I --I J Q Oa / QL O a U > U z HL1 1, ^ V / H� X w JOB NO. 42932 SHEET NO. C2.0 O 0 0 0 0 0 O 0 0 0 0 0 0 0 0 0 0 0 O ° o O 0 O 0 0 0 0 0 0 0 Oa ° o 24"HDPE 0 lNV=53713 m� I\ II II II AD RO BUCKINGHAM BRANCH C 8,GNAT BRAADNCH l 80' I� APPROXIMATE LOCATION 24"HDPE OF RESERVE DRAIN FIELD 8 RETAINING WALLS ° I 0 MAX. HEIGHT = S p 0 0 °° o 0 0 L"3"BoLnRDS,�� ° O p I I v0 0 0opocp• o 0 0 0 0 �o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 070 0 0 �� RETAINING WALL MAX. HEIGHT = 2.5' PROPOSED UTILITY POLE ON ONP CONC. BLOCK �( �AB�U,TMENT HEIGHT SIGN APPROXIMATE LOCATION OF PROPOSED WELL DCATED UTILITY OLE & TELECOM PEDESTAL e L PROPOSED BUILDING FIFE = 522.50 HEIGHT: 26'-6" (2) ADA HANDICAP PARKING SIGN (TYP.) o� 4' CONCRETE WALK 10' BUILDING 19 poOgo SETBACK T o.�3p R2' DUMPSTER PAD AND ENCLOSURE CG-12 C TYP. 10:1 II APPROXIMATE LOCATION OF PRIMARY DRAIN FIELD EXTENTS OF 500-YEAR FLOODPLAIN / \ ° o\ ° p O ° Q` ° 0 0 ° ° o *, PROVIDE SAFETY RAILING WHERE WALLS EXCEED 30" HIGH APPROX. LOCATION OF SEPTIC TANK C� 5 / APPROX. LOCATION OF SANITARY PUMP STATION R5 RT \/\ I // / R3' R '/ n / j RT NO PARKINrJ� R5 FIRE LANE" SIGN 9' / TIE TO EXISTING PAVEMENT NO PARKING IFIRE LANE" SIGN SHARED ACCESS AND j�---®` PARKING EASEMENT D.B. / PG. TMP 58A2-20A 5 GUYS WITHOUT FRIES TOO LLC D.B. 4992, PG. 686 -CONSTRUCTION D.B. 821, PG.218 -& LANDSCAPE D.B. 268, PG,151 EASEMENT ZONING.Cl COMMERCIAL USE: OFFICE BLDG. 2 ST �R90FY 5' CURB ° .TRANSITION 0 OC O\. 6 0 0 0 CONTINUOUS 12' °p ASPHALT o� ° ° ENTRANCE- o < O ° iAF ° 0 ° APPROX. EDGE OF 48' ° PAVEMENT 0 0 O 0 ° ° APPROX. 210' TO /� SI ASPHALT MILL J & OVERLAY 48' 2 OQO & F CURB "TRANSITION CG-11 JA COMMERCIAL ` ENTRANCE LEGEND: ElCONCRETE SIDEWALK ElHEAVY DUTY CONCRETE ElHEAVY DUTY ASPHALT 71 LIGHT DUTY ASPHALT a ASPHALT TO BE MILLED & OVERLAID p o o ° 0 0 o ° o o ° o ° o ° p TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D. B. 130, PG.109 ZONING: Cl COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE 0 0 SD INLET/W GRATE 0 0 ° TOP=515.15 p ° INV. IN=513.45'4"PVC O ° CONNECTION UNKNOWN o ° v INV. OUT=511.60'24"CMP 0 0 ° 0 0 0 p O 0 0 A O ° 0 ° o CENTER OF 180' WIDEN j 0 0° o ° 0 0 ASPHALT ENTRANCE / ^/ 0 ° O ° O /O ° ° ° 0 q/q EXTENTS OF ° ° 0 .0 ° / / 100-YEAR ° 0 FLOODPLAIN ° O O O O p° O O O O O O°° O ° O O O O 0 0 0 0 0 O°°° ° O p ° o° 0 A°° 0 24" CMP W/BROKEN ° ° o ° o ° ° HEADWALL °00 0 0 .o ° INV511.07' 0 0 0 0 0° ° ° ° 0 ° ° ° 0 o p o .o ° ° o ° ° ° ° ° ° PEA GRAVEL WALK eF,hLTH 6F!0 CLINT W. S F LET >� • Lie. N . 54384 4 2-3-2022 ��' % , s�0!1 AL ��.�', M E O O N � N C Q O > E w v E Lu w v 3 Q LL 3 p LL w 0 m dL_uj V oMo a > o N YA N U W w Ir 30'x ed LL pa =.,j. ti = N N =v>� ~ c m 0 00 � M �H NOTE: KNOX BOX LOCATION TO BE COORDINATED WITH FIRE MARSHALL'S OFFICE 7 00 Q z SCALE V=20' 0 20' 40' so J > O z a 0 WV)Ln( Q a z z z z0� + W W W W 0 N E 2: E 2 w 0000 u') p vuvu z z u' 0. z z z z 00000 w vvvv O �ovvrn n rl N rl N rl W M Q 0 0 0 O p rl rl rl rl N N N N N N 0 0 0 0 0 N N N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1"=20' Q ui Q I� U)�z J Q Q J z}a LL Z O 1 W J LL w coQ a J I..1� H� JOB NO. 42932 SHEET NO. C4.0 0 0 3 c a D =0 o x 0 "oz 20 162 2 c m a c m d 0 0 c Xo (D3 ti Z m O � a F d `o« 5 �« n N c 2 Y Y N X c 0.0 016 C ° `o m �M 06 a c �a 10 a 0 N 0 n m e m� o c ° m nE E F_ L ° ° / _ — l / �O- \ - O o / p °p\ ° 0 0 . 0° 0oo °I _ o- - - - - - - - - p' W o°° --- �R i i --- //' _ µl o p� p. / � / / \ , ° 0 --�_ _'� 7 / 0 0 0/° 0 ---- �_ oo�-moo o /... '° ono= � �. - cr ct o 0 0 I I I I I 1 I I 0 0 0 0 0 00 'o 00 /QO,<Q' 0 ° / \� \ h / \ \\ \ \\M \ \\ \ /� 00 o / / \ / \ \\"'G�^\/\ I n//� o° %p 0 0// �h-yiI ° ° o 0j � 0 0 0 p/f, 0 ° II 0 ° I I I -o 090" �P\ I I Id0 /ice o / /\ /Q o \ R `S/G Ip I ° o p /� /� \ o j/tib� R qlV, / �'/ I p ° ° p / / ° 0 0 o Imo\ \ \ 1 \ ` 10 o/ oo o p o /' 0 0 0 1 / / - - ° o 0 0 0-° °- 0 ° 0-0- -0 ° ° 0 0 ° 0 / \ / p °/1 /� p 0 - _----_- - - - - -- moo--- r O CIS - I I / // / r r I \\ I / S/G'�/ gyp• `_, ---- �� .✓ \ \ - �'/ / I / ( ' I i0 /` ,� / /f i fl I III 1 •s�FwE CjR/GyT � ` '_ \ — � ` / I ^ / / ' / / / / f I/ I I I I I I I r I I I \ \ ep no ov�'go / MIS f-HEIGHT OF HEIGHT OF 530 OBJECT = 3.5' OBJECT = 3.5' 530 DR - 390' SDL - 390' — EIGHT OF — — 525 EYE = 3.5' 525 / 520 � / 520 I � � 515 EXISTING 515 PROPOSED GRADE GRADE 510 510 IVY ROAD LIMIT: 35 MPH POSTED SPEED 505 505 9+50 10+00 11+00 12+00 13+00 14+00 15+00 IVY ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=30' VERT SCALE: 1"=3 16+00 17+00 18+00 • CLINT W. ram' S FFLET Lit. N . s4aee 4r? 2-3-2022 J;v . M E O U N � N C > E w v E LU Q LL 3 O LL o w 0 m J V 0000 J —u > C7W NV w v 3:o x ti = N =v �LQ 00 c N � M am O oc M 00 z Z AL J O z a PPP a a z z z z0� w w w w O w N w 0 0 0 0U') p V V V V z z u' o Z Z Z zY: 00000 w vvvv of DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE i"= 30' z Q J 0— LU v I J Q z LL I LU W J m SCALE 1"=30' JOB NO. 0 30' so' 42932 SHEET NO. C4.1 L UT • CLINT W. 2: 7S FFLET s� Lit. N 54380 �4c 2-3-2022 M E O O U N � N C > E W v E � U N 3 J ¢ LL 3 ¢ LL 0 > w O m6 O W z L M ce ¢J Voo a 0�' FHHH ¢ d�NN a zzzz c[ 0 W M �-+ W W W W 0 z_ F• a+ V LL 3 0 x U)E E •j LL Q 0 0 L) F- U) x C N z W _¢° o z z z z ~ � rn 0 0 0 0 0 SN > vvvvz 00 Lu �H O v NSJ`���FLOPOI Q o o �ovvrn n W rl N ."I N rl W W M ¢ N N N N N N NNN + O N ? ti ^b U) DATE 0 12-30-2020 0 DRAWN BY � u A. FONTAINE o,�' ,,� ,a • DESIGNED BY NTO RO oat b0� / � ❑ Q • C. SHIFFLETT RT 73 • CHECKED BY • C. SHIFFLETT C & O RpIL BplCH ,\ • SCALE gUCKINGHAM a � ��_ 1"=80' W C N O IL 0X Q U` RT 786 (IVY DEPOT RD Q� AV BUFFER a 20' m z z �c .n TYP. x 245' esa = o Q Q BARREL, TYP. ' • TAPER maw" s `�' m J J • • • • �ZU6 ; l� 350' 350' w U Q F-4 F� z LL US 250 (IVY ROAD) (! LL c x? e M > N od O FLOP Q �OOOS z � LL MAINTENANCE OF TRAFFIC FOR SHOULDER WORK JP637lO�G� o 0 ULu < U wmz J Oaz w > Q C) W Z SCALE 1 "=80' JOB NO. 0 80' 160' 42932 SHEET NO. C4.2 L •r ��ALTH op 'oar • CLINT W. 2: V7S LFFLET >� A Lic. N 54380 CCU �G 2-3-2022 a��� M E O O U N U N 0 > E W E Lu H V y 3 J p WL 3 > w 0 m O Q j U m Z d O Ln Ln Ln Ln a H H H H d (ANN CL Z Z Z Z CL (� W M W Li W W O Z_ H a+ 7 cr, LL 3: p N x Lu E E a-i < w 0 0 0 0 u') Q? p V V U V z = U Q O ZZZZ � � n U-)»» O rn 0000 aw ❑ Lu > V V V V z N M c r W J 0 } O W aW z 0 350' ���LL�III U Ui K 0 O a° \ L7 O S H q4i < aa0��2O p l0 It -It 01 n b ba 350' ; N N W H O O D ,--I O Q� SOP V2�+ U <0 Q N N N N N z O O O O O a�' a' DAD P6 9 O N N N N N OYa POti c ^ v7 DATE bra a ? 12-30-2020 Pp o / 0 � DRAWN BY 6 O� A. FONTAINE 350' �R( 0i • DESIGNED BY /�—!�� • C. SHIFFLETT �—r' • CHECKED BY b ❑❑ +q2r • C. SHIFFLETT 0 ?be • SCALE Cf • 1 " = 100' ❑ O Nx 350' n `O O II RGANTO 1 �� ❑❑ 50 ❑ ems. D£A C &O RAI_LR_ RANCH FLAGGER STATION \ xoa r-IAM B \ x 4 via BACKING � F,FER�,. � �� � � ❑ Y ❑ d' 0 S DOW LE _ oo, z FFER 50' J Q RT 786 (IVYDEPOT � TAPER J U RD FLAG ER STATION 0 W u 20' n ¢c Q ° x m pi U W qy x�` moo O FLAGGER STATION, TYP. 350' O n m wo ' m ova ' M ¢ow,=WM �_ x AT EXIST. STOP SIGN BARREL, TYP. U� — _v x Wa" ^ x ¢ n ~ Z u— Liwm m V ❑ i _ O a +�6 350' 350' J � 350' � 5 US 250 (IVY ROAD P o �g zzU N C I.1 MAINTENANCE OF TRAFFIC FOR MILL & OVERLAY IF� 0 � w O w^mz UJ O a z w a � 00 OD Q Z SCALE 1"=100' IOB No. 0 160, 260, 42932 SHEET NO. C4.3 L O 0 0 0 O 0 0 O O 0 0 0 0 O O 0 0 0 0 ° o 0 0 0 ° O O 0 ° O ° 0 RIPRAP LINED TRAPEZOIDAL ° 0 0 CHANNEL, 2' WIDE BOTTOM, ° V DEEP, 2:1 SIDES 10 ° Y 24"HDPE 0 lNV=53713 A I\ II II II �� II II II 24"HDPE_ _ 8 II 0 0 0 _ I ° ° o O o TW 524.62' -- --- 533 - BW 522.23'- — — BW 523.29' - - - - TW = BW 523.98' 524 OH CONC. BLOCK - A 1 �<0 FFE=522.50' �CKINOHAM BRANCH gRAILROAD 831 ' APPROXIMATE LOCATION OF PRIMARY DRAIN FIELD 639- ' EXTENTS OF 500-YEAR FLOODPLAIN RAII RO ANKH C & BR° / U ° ° ° GNAM g0' 1D / ' APPROY -TE LOCATION / / ' / / ' o o ° ° 0 0 0 / OF RESERVE DRAIN FIELD / / o 0 0 /o 0 0 ° / ° TW 530.38: — — uc _ — ' TW lBIN 532.37' / o / / \ ` BW 524.38' _ 524.26' o o 0 0 0 0 0 0 /° '- TW533.95' BW531.38'------ / -- - - - - --�- TW =BW 529.06' fTW 528.06' rc BW 523.58" 52334' CW = BW 524.04" - -- - -- - - -- -- _ CRITICAL TC SLOPES, TYP. \ 524.40' - - TW 53175-- - - - - - - - - \ BW 525.75'-�- - - - - - \ \\ RITICAL SLOPE TYP.� 1 522.74'- r 524 67' TW BW 525.42 ROPIDSED 54"\CMP PIP I I I I I I I ,I\ ORY\\f,E FACILITY 1 1 I I I I l80 L.F\ T \. — 22.. TC \ 522.2522 � 1� TC t.32' Tr 521.98'TC �� -r•'� �J 106 52 520.70' S FAC TY TC \ MAINTNC 521.15� EASE T TMP 58A2-20A \ D.B. 5 GUYS WITHOUT FRIES 13 PRIVATE 10' TOO LLC `520 DRAINAGE D.B. 4992, PG. 686 EASEMENT D.B. 821, PG.218 05 —PC,. _ D.B. 268, PG,151 \ I ZONING.Cl COMMERCIAL USE: OFFICE BLDG. 519 2ST \ t� 114 'cRq�FY 519.80, 102 F 10 l \ / yF � ° * * 15" HDPE PIPE (TYP.) J s 0 0 O 0 O O O 0 0 0 0 0 0 ° o 0 0 O o O o 0 0 0 0 0 ° o o ° — ° O O / 0 o O _ - o ° o ° o ° o ° O ° o ° o o ° TMP 58A2-21 SR&DR LLC D.B. 1597, PG. 226 D.B. 231, PG.585 D.B. 130, PG.109 ZONING: Cl COMMERCIAL PRESENT USE: SERVICE REPAIR GARAGE 0 SD INLET/W GRATE 0 0 0 i II TOP=51515 0 ° INV. IN=513.45'4"PVC O ° *CONNECTION UNKNOWN 0 ° v INV. OUT=511.60'24"CMP o 0 ° V 516- - 0 o / o ' o ° / o / 0 o ° V. 10 /// O ° ° 40 O 0 0 ° // / o /o ° Q•/q � EXTENTS OF 0 0 / / 100-YEAR / // FLOODPLAIN o ° o o° o ° ° o 0 ° ° ° ° h^ n I/I 515 °° 0 O 0° 0 0 24" CMP W/BROKEN ° ° o ° HEADWALL 000 0 .00 INV511.07' h 0 oLT H CLINT W. S F LET >� Lic. N 54380 mac? 2-3-2022 ��' %/.sl�!1 AL 'i�.',, M E O O U N � N C Q O > E w v E Lu > O w v 3 Q LL tj3 p LL O w 0 m d_j V smo J —u a>oN (A N z W Ir 3:o x =v>� 0 00 � M �H NOTE: V) VDOT WILL ONLY MAINTAIN WITHIN DRAINAGE EASEMENTS TO EXTENT NECESSARY TO PROTECT THE ROADWAY FROM FLOODING OR DAMAGE 7 M p Q Z SCALE V=20' 0 20' 40' J O z a 0 WV)In( Q a z z z z0� + w w w w 0 u- N w 0000 o vuvu z z r r r r w 0. z z z z Y: 00000 w vvvv O 'ovvrn n r N r N r w ci 0 � o 0 0 p rl rl rl rl N N N N N N 00000 N N N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1'= 20' z Q ui ~ U Q Z zz / /Q' 1� z} =(D I� LL0zz w I --I ww m ce J / ^ 0a I..1� I H� JOB NO. 42932 SHEET NO. C5.0 c a 2 O 3 c a D a0 oo 0 Ez 20 0 c Aw E o a c m - a O C (Y o) O 3 Z 0 m O � a F 69 5 Q § 0 d m 2 Y X c 0.0 016 12 c E `o 0� o � a c �a 10 a 0 w c ur m e m� o c ° m nE E F_ L County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans (Handbook, pp Ill-284-111-297 for complete specifications) O O 0 0 ° 24"HDPE o O O ° lNV=53713 O 0 0 0 ° o ° 0 I o i ° o I i .O ° ° ° i o OAD o I O RpII.R RANCH _ ° O O O C& SHAM 6 LIMITS OF DISTURBANCE i _ APPROXIMATE LOCATION OF PRIMARY DRAINYIEL'D 539 - EXTENTS OF ' 500-YEAR ' ' ' FLOODPLAIN / ' ° ° ° 80' ID APPROXJMAiE LOCATION / / 0 0 ° ° O 0 ° ° 0 ° 24"HDPE OF RESERVE DRAIN FIELD / o o ° /0 0 0 0 ° 0 8 - / �tl 0 ° _ EE P—RES o°0/0 —EEBSEAM o° op °0 \-----0°° o�o-0 0 o O o10�aTION i ` \ \- - WINTER JASMINE, T'Yfl.- S23 i CONC. BLOCK ABUTMENT / 1 -522 — \ \ — • n d i PROPOSED BUILDING \ \ FFE = 522.50 \ EUROPEAN HEIGHT: 26'-6" HORNBEAM, � �<F TYP. SA L _ \ a � \ m C CTCDaI PLANT SCHEDULE TYPE QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF TOTAL CANOPY SHADE TREES 9 "FASTIGIATE" CULTIVAR HORNBEAM EUROPEAN HORNBEAM 2.5" CAL. B&B 234 2,106 FLOWERING TREES 10 CORNIUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 1,240 FLOWERING TREES 4 GINKGO BILOBA "PRINCETON SENTRY "PRINCETON SENTRY" GINKGO 2.5" CAL. B&B 17 68 SHRUBS 50 1 JASMINUM NUDIFLORUM WINTER JASMIN 24" HT./SPRD CONTAINER 10 1500 3,914 SF LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED IVY ROAD 292 LF - 54 LF (WOODS TO REMAIN) = 238 LF 1 LG TREE PER 35 LF WITH INTERSPERSED 238135 = 6.8 7 LARGE TREES 8 LARGE TREES 7 FLOWERING TREES FLOWERING TREES LANDSCAPING OF PARKING AREAS It per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 36 PARKING SPACES 36/10 = 3.6 4 LG. OR SHADE TREES 4 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 685 SF (PLANTINGS IN 5% GROSS PARKING AREA 13,403 SF 13,403 x .05 = 671 SF 671 SF PARKING LOT ISLAND AREAS) TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 0.87 AC (GROSS SITE = .0 0.87 AC x .1 = 0.087 AC 3,414 SF PROPOSED + AREA) 10% COVER = 3,7.1 3,790 SF 3,203 SF EXISTING TO REMAIN = 6,617 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 n%/CDAI I UCAI TU nC TLIC DI AklT TYP. 6, x, v \ o, �♦��.��' •000000'oo��000000� I. The following items shall be shown on the plan: ® Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; ® Grade changes requiring tree wells or walls; (N/A)® Proposed trenching or tunneling beyond the limits of clearing. 2. Marldnes: ® All trees to be saved shall be marked with print or ribbon at a height ckarly-Asiblo to equipment operators. ® No grading shall begin until the tree marking has been inspected and approved byaCounty Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ® Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplinmof tawi� to be saved. 5. Soil Erosion and Stormwater Detention Devices: ® Such devices shall not adversely affect trees to be saved. 6. Fires: ® Fires are not permitted within 100 feet of the dripline of trees to he saved. 7. Toxic Materials: ® Toxic materials shall not be stored, within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shallbe protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree We11s: ® 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: ® When the ground level must below" within the dripline a treeto be saved, a tree wall shall be provided; and a construction detail submitted for approval. e and 11. 63 hen trenching hing is ro u �de3th liens of clearing, when a l e done ; ilia[ ay floo y ® When trenching is requited sdldr the limits ofdieming, it shall be done as far away Cmm the trunks; of trees as possible. Tumreling:. under a large tree shill be consi jrdn�htn Will des" feeder tools: 12. Cleanup: ZI Protective eE<ffcin& Aalllje tl ec l*,t�n a rmove"u&gthe final cleanup. 13. Damaged Trees: ® Damagedtrees shall betteatedmurnsilatFX Pramn ferYlilm[ion arar iNher ar eFuT4 1yp_ees�tefsE' NOTE: IT -IS THE DES-ELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOICON TREE CON� REQUIREMENTS. V C - 09/08/2021 CONTRACT PURCHASER SIGNATURE (DATE) 5/l/06 Page 1 of 1 \ \S23_T--�, — d rpl o ° � O ° - o O ° o o ° 0 0 0 ° A O O O°°° O O .O o O O°°°° O INV. 511.07' 11j1 II \ IIII�II IIIII TREE ARp7 /2p3 FI /�I I I III 1 7 _ --523 — _ — RINC T SENTRY" iINKG , TYP. ■ STANDARD ORANGE VINYL OR PLASTIC CONSTRUCTION FENCE ATTACHED TO POSTS (PRE -WEATHERED WOOD, GALVANIZED STEEL, IRON OR THICK PVC PLASTIC), AT LEAST 40" ABOVE FINISH GRADE WITH SPAN BETWEEN POSTS NO GREATER THAN 6' ON CENTER. EVERY NINTH POST SHALL CONTAIN A WARNING SIGN THAT CLEARLY IDENTIFIES THE FENCE AS A TREE PROTECTION FENCE. TOP NO SCALE PROTECTION Scale o' SD INLETIW GRATE 0 0 ° TOP=515.15 0 ° INV. IN=513.45'4"PVC O ° 'CONNECTION UNKNOWN o ° INV. OUT=511.60'24"CMP ° ° ° 516- - 0 ° 0 0 o 0 0 0 A O ° O O ° o ° o ° EXTENTS OF 100-YEAR FLOODPLAIN WIN n 0 z z SCALE 1 "=20' 0 20' 40' CLINT W. S F LET >� • r Lie. N 54384 �4; 2-3-2022 % , sj0!1 AL #.4k'�,, M E o D u N � N C > E v E w O p_ U J UMtj 3 Q C) LL 0 w 0 > O m QJ000 Z a om ^'t r HHHH Q a(ANN n. Z Z Z Z 0C (.0 W m M Z f i �-+ W W W W 0 u- 3 0 n x N E E � � vLL Dd 7 0000 0000 z Ln _ N Z W F v a r 0 z z z z =m . > 00000 Y UUUUU a z CD 0 Ui K 0 O (D 0 O K H p lIJ > U O W F- Q tO7�IT s-i M 0 s-i N 00000 N (O 0 s-i N N Os 0 s-i N N `1 `1 s-i N N n `1 O N N N DATE in 12-30-2020 O DRAWN BY A. FONTAINE } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • 1"=20' qz J LU V/ 0 J a'a z a L~L0Q w ,U,^^ < C) w L wz a m J Oaf ce I --I JOB NO. 42932 SHEET NO. L1.0 c a z 0 d 0 3 c a. 0 a0 o 0 �z 20 0 m .- a d 0 0 O � �m (0 3rn z„ 0 � a �8 2 6 `� 5 �E 2 '§ a dm 2 Y X C 0.0 016 �Ep 12 tl 0 E� 86 06 a � Ma 10 a 0 �0 m0 nr o nE F E L 0 0 0 0 0 0 0 0 O O O 0 0 0 0 0 0 O O ° o O O 0 ° o 0 O 0 0 O 0 o ° O NOTES: LIGHTING CALCULATION COMPLETED USING LLF OF 1.0 POLES TO BE SELUX #AT64-16'-BK (FACTORING IN 2' BASE) EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE LUMENS SHALL BE FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREA ZONING DISTRICTS SHALL NOT EXCEED ON HALF FOOTCANDLE. ALL WALL FIXTURES TO BE DOWN -LIGHT ONLY FIXTURES Luminaire Schedule Symbol Qty Label Lum. Lumens MANUFAC. Arrangement Description SH ♦ 1 SR 11030 SELUX SINGLE AST2-R4-1-5G1400-30-18-BK-UNV-HS (18' MH) Be 7 B 1156 SELUX SINGLE IBL-3.5-2Q180-30-BK-UNV SO 1 S 11030 SELUX SINGLE AST2-R4-1-5G1400-30-18'-BK-UNV (18' MH) D� 12 D 2260 SELUX SINGLE LEDWALL-A-BK (8' MH) 24"HDPE o lNV=53713 I\ II II I 1 FZOAD C&ORAIMB AI A 1 1 _I ASA 1 1 0 ' b.o b.o b.o b.o 1 i B n�1. ID bl0 "0.0 0.0 0.0 0.0 0.0 24"HDPE 8 II b.o io O.o b.0 b.0 b.0 0.1 +0.1 0.1 1 O O O O O O O O o 0 0 0 0 0 0 0 0 0 0 0 0 o O o 0 0 0 0 0 0 0 0 0 l0 0 0 0 0 0 o o°°°°°° b1.o O.A 0.1 0.1 b _ 0.60.ztLlr-' 0 + b 2 *0 • + 0.1' 0.1 1 b.2 b.4 Vi -Ho o.o o.o �•.�b.o b. CONC. BLOCK 0.0 �.0 .2 0.1 r ABUTMENT 0 0 D \ r 0 / .0 1. 9 0. ��. D16. .2+ice 0 SH 4.0 0 5 /0.6 �.9 4.5 +3.9 +2.3 +1.2 b.d b.i b 9 1A +2 .6 +1.4 +1/i . 7 / +0.3 t.4 /+0.9 O o O ° ° V O 0° 0 0 00 0 24" CMP W/BROKEN ° 0 0 ° 0 ° ° HEADWALL °Oo o .o° INV511.07' 0 t:@ 00 0 00 o ° 0 0� .O ° O ° ° ° O ° \Q +0 . 0 0 0 0 ° 0 O O O °°° • o.o x TMP 58A2-21 0.0 SR&DRLLC D.B. 1597, PG. 226 0 D.B. 231, PG.585 D. B. 130, PG.109 ZONING: C1 COMMERCIAL PRESENT USE: SERVICE b 0 REPAIR GARAGE +0.0 0 F 58A2-20A ITHOUT FRIES )O LLC 92, PG. 686 21, PG.218 68, PG,151 1 COMMERCIAL =FICE BLDG. 0 SD INLET/W GRATE ° 0 TOP=515.15 ° 0 INV. IN=513.45'4"PVC O ° 'CONNECTION UNKNOWN o ° INV. OUT=511.60'24"CMP o 0 ° O O 0 O 0 0 0 A O ° O O ° O ° o ° SCALE 1 "=20' 0 20' 40' 10oLT H pF!.,�� CLINT W. S F LET >� • Lie. N SI384 mac? 2-3-2022 'c'000!1AL ��40%* M E O 0 u N � N 0 > E o E w LU ¢ U. 3 UM ¢ w o o m6 ¢_j V00 z a d IANN a zzzz 0[ C7 W M Z f i V �-+ W W W W O lL 3ox v0)E�E2 ui �& a LL w o 0000 � U)= C N z %00%00 w r r rn � 0 0000 U ry LU U U U U � M � �� o U ui 0 0 (D 0 O x o W > = Q Z 0 W F Q �ovvrn rl Mt0 000 rl N 00000 N N rl N N rl O) rl N N N ti rl N N n rl ti 0 N N N DATE n 12-30-2020 0 DRAWN BY A. FONTAINE } • DESIGNED BY • C. SHIFFLETT • CHECKED BY C. SHIFFLETT • SCALE • 1"=20' 0 z Q �.0 z ~zQ J " � Q' U z � '-' z LL°w r / cj/ w 0 LL � Q O wLLJ m �-- 0-JO Oa I H� JOB NO. 42932 SHEET NO. E1.0 L Date: Customer: seLux S2�UX Inula Bollard LED $@�UX seLux Date: Customer: A Se�UX Project: IVY PROPER Project: IVY PROPER Model Watts Delivered lament LED lumelu CRI Color or Voltage IBL Type: B Qty: Type: SH Qty: LEDWALL-A 29W 21001m 22601m 90 3000K 120V-277V III Bollard LED Astro 1 & 2 Specifications The LED board is sealed with a Finish clear tempered glass lens to ensure Cylindrical housing made of extruded weatherproof operation BK Block - 7'/•" aluminum (200mm) Baked powder paint coat for a highly SG Silvergrey Fixture canopy made of die-cast aluminum durable finish O WH White Thomas Harris & Co., Inc. LED module mounted on an aluminum Integrated dimmable driver 8505 Bell Creek Road, Suite heat sink to maximize heat dissipation JAB certified Orderemmple Mechanicsville, VA 23116 and extend product life Cylinder comes with 3 optical options: ENERGY STAR certified LEDWALL-A-BK • Bright aluminum reflector that provides ADA compliant LEDWALL-A LED cylinder in a black finish a 45° beam spread Suitable for wet locations • Frosted glass lens to allow a wider Refer to website for dimmer compatibility Note Other Color'T and Finishes available, but beam spread Ideal operating temperature: may require MOQ's and longer lead times. AST AST2 •Die-cast aluminum cap to allow a down -20°to 40°C Please contact your DALS representative Net Weight(3516s) light only version 5-year warranty for more information. Compatible with TRIAD, ELV and Order Code: AST2 B4 1 5G1400- 30 - 18 - BK - UNV - HS 0-10 V dimmers Pole Order Code: AT64 - 16 - BIK - - T30 IBL - Order Code:Series 3.5 - 2Q180 - 30 - BK - UNV Specifications Height Finish Options IBL 1. Fixture Housing - Die cast low -copper 8. High Power Option - (not shown) 100% 5 Year Limited LED Luminaire Warranty - AST2 Series AST1 AST2 Artro1 Astra z LEDWALL-A Series IBL and low -iron aluminum fixture body provides increase in Lumen output in some physical Selux offers a 5 Year Limited Warranty to the Iowa Bollard corrosion resistance in marine environments. package. original purchaser that the Inula Bollard LED tFD luminaire shall be free from defects in material R4 Optics R1 R2 R3 R3W R4 RSR R5S RSQ 1 3,5 2. Gasketing - (not shown) Continuous gaskets 9. Light Chamber - Castings around Light and workmanship for up to five (5) years from Type i Type ll Type Ill (Wide) Type Iv (RpuV (Rectangular) Height LS 2 3 3,5 4 provide weather -proofing, dust, and insect Engine are painted with special Matte Black date of shipment. This limited warranty covers Type In Typev ype V Type Typev Typev 1 • (consult (co tact«y) 2' (ronsult factory) 2.9 3.5' 3' 3.5' 4' control between castings. light absorbing powder coat paint. Meets International Dark -Sky Association (IDA) the LED driver and LED array when installed and operated according to Selux instructions. For 1 Mounting 1A 2 W 3. LED Light Engine - (not shown) High requirements B0, U0, and GO BUG ratings at details, see "Selux Terms and Condition of Sale." Single Single Arm Mount Double Arm Wall Mount Mount 2Q180 Light Engine iQ0 2Q90 2Q90MU 2Q180 3Q 4Q5 4QD e°x°6 °^w°°°� efficiency LED light engine equipped with 2700K and 3000K OCT. z6fti 14.i Wr561m 14.1W/8541m 14.1W/11561m 20.SWn6891m 2L2WR246km 272wrzz461m Notaw4aNewnn EM brand -name LEDs, available in 2700K, 300oK, Listings and Ratings: Tested to NRTL Wet 5G1400 Light Engine SG350 SG530 9 g SG700 5G7050 5G7400 'mxam Rlaatm,usmot3saoKccr (mmunaormit 4000K, 5000K OCT tolerance within a 3-step 10. Low -Temperature Emergency Battery Location and IESNA LM-79-08 standards. 37W/34441m 49Wi50471m 6 IWS 361m 95W/87401nn 112IWfIO3OI- - 30 OCT AM2 272 302_ 40 50 °1MAaprame MacAdams ellipse, and Amber OCT. Suitable Pack Option - (not shown) Provide 90 minutes LED tested to LM-80 standards. Amber 27aaK 3oa0K 4a0aK SaaaK rorotha,Mpleaxarault terry for max ambient temperatures up to 45°C. Of constant -power egress lighting when 30 CCT 27' 1 301 1 40 �z7aaxam3aogK lotaPpm ea 1 external power is lost. -201 to+55'C ambient Luminaire tested to ]KID standard, IDA 2700K Lo 4000K 'ForotlwCCrpleasecwuukfaaary 11-3/4' BK Finish WH White BK Blvck BL Semi -Matte Black BZ Silly Bronco Silver SP Specify premium Color 4. Optic - (not shown) Proprietary vandal and UV resistant ntween quadrprovides optimal light blending between quadrants. temperature operation. Exterior Luminaire Finish - Selux utilizes a Approved and Lighting Facts Certified. Luminaire and LED tested at 25°C (77°F) 1B Power Cord Length 8 10 B' 10' 12 14 12' 14' 16 18 XX fib' 18' XX' '��' ' Far l mourning use the pole might 2'. RxKrx2manuguxmepdehdghlw' UNV high quality Polyester Powder Coating, All Selux ambient temperature. _ voltage UNV 1zo-n7v 120 t2ov 208 208208V 240 277 24 0 277 347° 480° 347v 48080V •warty Hour 'Requlrecstepr wnsfom.r, eg S. Surge Protector- (not shown) Designed to luminaires and poles are finished in our Tiger BK Finish WH BK White Black BL BZ semi Broom SV SP* SRver Specify Color ' fwaody protect luminaire from electrical surge (20kA). Drylac certified facility and undergo a five Visit selux,us for our LED End of Life -Matte Premium stage intensive pretreatment process where recycling policy. Black 1 -3-3/4•- �3.95"� Options DM Dimming HL3W,10'2 HI-Io REC5'6.16 GFCI REC2°'a'6 REC3°'°'u GFO Use& REC4°,0.16 EMIII USB& Emergency °on-znva^N 'ONOny 6.Hi-Lo SwitchingOption not shown P ( ) Controlled switching between 100% and 30% product is thoroughly cleaned, hoe hated and g Y P p sealed. Selux powder coated products provide UNV voltage DNy 120 120-277V 120V 240 277 240V 27N a 2s 3474 48D 34N 480V nNo[avabNerMbHW s5tepdawntmafarmw midNwiM � 4-9/16'» (04W) Switching 1001 Receptacle with weather- Receptacle Duplex with Receptode Duplex Batary Pock fieceptade -sac wet aro°ableHzvne;gm Nocwau3 beat2mv. power. See wiring diagrams for additional excellent salt and humidity resistance as well sa3w as sBxTo lgmwglnes. proof cover padlockable with with 'Nit avonablewlMa details. as ultraviolet resistance for color retention. All — In-mmoorer weather- praofcover weatherproof °17Nw277Vony ^14at ant opdon products are tested in accordance with test PI Lpn,"05 HPa podlockable muse cover mdbbbwM "Netea;bb ietwew 7. Low Power Option - (not shown) 60% specifications for coatings from ASTM and PCl. HS a s,a °.6 4 4 9 •ASfI Photocell town Power High 9 °Nm°°°°mLv4mw°p°m decrease in Lumen output in same physical P P Y Options DM HL30 Dimming Hi-Lo HL50 ROR HI-Lo Futures ROL HS TIL TLRP Rotate House Side 7-pin NEM4 Twist Lock and y 'IMV,24N27Nony Voodoo version w+maw4ad.wvM Fcar LPoptron erbtavaibdewkM1 package. Standard exterior colors are White (WH), (o-lov) switching Switching Optics optics sham 08o°) socket Photocell •HLor oM any cannmd.mmnb.e. Decreases Ugnt Output Increases Light Output Hl30 or HPaptlpm °farxY 2axxand xaple°se Black (BK), Semi -Matte Black (BL), Bronze (B2), Low, output 30% Low output Right (90°) 1ek (90°) 'aly available wrtn l2oRw2w127N. Consuhh<taryfw2p3/}4I/4BN by 60% by t00% moukiacmn "s.. pogesfa,demns and Silver (SV). Selux premium colors (SP)are REC° RE REC2° REC38 REC48 °(Groun•oultChmetdkdGFa available, please specify from your Selux color 120v ISAGFCIproticted 12OV15AGFCI protected 120VISAduplansiceptade 12W1S4duplexreceptacle prourchadecephad(Gu°°d Feitriaelntwupfw�d -- Selection guide. duplexreceptacle. duplexreceptide. with use charge paints, with USB charge points. RK and REUreauire eHernalGFa Product Modifications A novels With weather-proof cover. With lockable wevefwr-proofwver. With weadler-proof rover. With lockable weather-proof rover. p,°tatted p,mchmcu;,a, °Type I, II, III,aMNmy Pleaae rya mae;ntaua reP"in ,nmss ror,elew byraaory: 7 Motion Server I`;a bnidI Thomas Harris & Co., Inc. Sno.,iave 8505 Bell Creek Road, Slate B =C & I K10 ® Dater ,py6 �, 21 Mechanicsville, VA 23116 sea P F Boo -sable, Poe 1 9 Selux Cor oratl°na2021 T845-854-1400 800-735-8927 F845-839-1401 www.miux.us p Po e2of8 9 P 800 F .aewit Cor ong ion 02d10 Tthe Feel . Famrltlols r..mA continuing prod is wi In°cominuin effort to offerthe product possible, we reserve ffieri right to cnan a witlwut effortto o erthe best P reservethe right change naam s cHimdon or materials snot in ouro in will not wl) ( Rev. 04f2021 in continuing effort to offer the best rotlua possible, we reserve the 9 P p9 rightto change, wxnout notme,a edRcatlons or materials that In ouro P (Nov.R021 opinion will not ) P In a c In effort best product reserve to offer best redact possible, we reserve the right sable, e r the right t change witlwut notice, s cifimeon or materials ffiot in ouro in will Rev.1U2020 (ASTSSv1.B other the function of ffie product. tiara sheetsfound at wwwseW .usare ffie mart remmverdon ondw de all axed or electranicverdon. P Specification Perm printed IBLsz v3.6 all thefun<tlon of the protlutt.SPodBcaaon aheata found most recent versions supercetle all printed or electronic versions. IBLx v3.6 alter the function of ffie praduct8 dimtian sneetsfaund at wwwseW .usarcffie mart recent ondw rmde all other axed or electranicversionx pet" Pe printed Date: Customer: y se seLUX Astral y $eLUX se Astral Q y SeLux Astro �+Q , ry $e�ux Project: IVY PROPER AST1/AST2-XX Pole Motion Sensor A5T1/AST2-XX Type: S Qty: The Selux outdoor rated sensor Incorporates Passive Infrared (PIR) Technology for motion sensing and also includes a built in photocell. Designed to mount a single gang faceplate on to a AST 1 pole7mlumn, the FSP-211 utilizes 100% Digital Passive Infrared (MR) Technology that is tuned for walking sire tasks while preventing false tripping from the environment. AST 1 AST 2 AST 2 Asir 1 & 2 023'A"(590mm) 0231/1(590mm) 13' 1. Or tar) 23 "A." 601mm Series Optics Hand Hole Orientation Voltage M3 1 2]0°wverage- 00 UNV Single Sensor 0° Clockwise from handhole 020-277V) Merlon Sensor 09 347 90° Clockwise from handhole (347V*) 1s 480 180° Clockwise from handhole (480V*) *Consult facory for 22 170a Clockwise from handhole 34T and 480V 023'/ "1590mm) On WITS 0mm) 23'/e^ (606mm) 23 y„r 601mm' 03'•/d' 03 n/d' 03'Vd' 03 oA:' -Oaom 000mm) —� Factory Defaults: -ttsemmr� Street Street Vi ime Delay: 5 minutes Stress Street Si AST 1 AST 2 [304.8mm] (Cutoff: 1 hour Sensitivity: Maximum Ramp Up Time: Disabled Order Code: AST2 1 - 5G1400- 30 - 18 - BK - UNV - - B4— - Specifications Specifications Photo Cell: Disabled Pole Order Code: AT64 - - T30 1r� BK 1. Luminaire Cover - Die-cast aluminum cover 7. Power Cord - not shown Pre -installed at 5 Year Limited LED Luminaire Warrant - ( ) YProgramming:Y -Consult-F Y Y 1. Luminaire Cover - Die-cast aluminum cover 7. Power Cord - not shown Pre -installed at 5 Year Limited LED Luminaire Warrant - ( ) Series Finish Options Height 9 Pt made from low -copper olio designed to ensure factory. specify power cord length in ac- Selux offers a 5 Year Limited Warrant to themade PP P Y 9 Y Y• 9 Y P from low -copper olio designed to ensure factory. specify power cord length in ac- Selux offers a 5 Year Limited Warrant to the Y P Y P 9 PP Y• 9 Y AST2 series A5T1 AST2 optimal thermal management for extra Ion life cordance to height of the ale. Add two 2 feet original urchaser that the Tri o LED luminaire P 9 9 9 P OP 9 optimal thermal management for extra Ion I'rfe cordance to height of the ale. Add two 2 feet original urchaser that the Tri o LED luminaire P 9 9 9 P OP 9 Asto 1 Astro2 of LED light engine. to power cord length for single mount and four shall be free from defects in material and General Pole of LED light engine. to power cord length for single mount and four shall be free from defects in material and 4 feet for double arm mount. workmanship for u to five 5 ears from date () P P () Y brewing For 4 feet for double arm mount. workmanship for u to five 5 ears from date () P P () Y R4 R1 R2 R3 R4 R51t R55 RSQ 2. LED Array - (not shown) High flux LEDs of shipment. This limited warranty covers the Example Only 2. LED Array - (not shown) High flux LEDs of shipment. This limited warranty covers the Optics Type Type a type III (Wide) Type 1v (Round) (Square) (Rectangular) rw mounted to PC boards and attached to alumi- Exterior Luminaire Finish - Selux utilizes a LED driver and LED array when installed and mounted to PC boards and attached to alumi- Exterior Luminaire Finish - Selux utilizes a LED driver and LED array when installed and T III T V T V T V YPs Type Type Type nun heat sink for maximum LED performance high unlit Polyester Powder Coating. Selux operated according to Selux instructions. For P 9 quality Y 9 P 9 nun heat sink for maximum LED performance high unlit Polyester Powder Coating. Selux operated according to Selux instructions. For P 9 quality Y 9 P 9 and life. CCT tolerance'/4-ste binning for luminaires and poles are finished in our Tiger details see "Selux Terms and Condition of Sale." P 9 P 9 � and life. CCT tolerance binning for luminaires and poles are finished in our Tiger details see "Selux Terms and Condition of Sale." P 9 P 9 1 Mounting 1 1A 2 W 2700K, 3000K, and 4000K. CRI minimum 80. Drylac certified facility and undergo a five 2700K, 3000K, and 4000K. CRI minimum 80. Drylac certified facility and undergo a five single Ann Double Arm wall Meant Complete light engine can be removed easily stage intensive pretreatment process where Listings and Ratings: Luminaire and LED tested Complete light engine can be removed easily stage intensive pretreatment process where Listings and Ratings: Luminaire and LED tested Mount Mount for future upgrade. LED light engine provides a product is thoroughly cleaned has hated and to IP66 and IESNA LM-79-08 standards. LED P9 9 9 P P 9 Y r P P Overall for future upgrade. LED light engine provides a product is thoroughly cleaned has hated and to IP66 and IESNA LM-79-08 standards. LED P9 9 9 P P 9 Y , P P SG1400 5G350 5G530 5W/655 SG7050 5G1400 'Baud reported lumen maintenance of 93%at 50 000 sealed. Selux powder coated products provide tested to LM-80 standards. Luminaire and LED P P P P Pale reported lumen maintenance of 93%at 50 000 sealed. Selux powder coated products provide tested to LM-80 standards. Luminaire and LED Po P P P Light Engine 32wi34441m 49wiso4nm 64wi63361m 95W787401m coca/no3olm an Rld°sttlbutlanot3808KCCi hours. L70 calculated greater than 100,000 excellent salt and humidity resistance as well tested at 25°C ambient temperature. _ _ _ - Height _ _ - _ - hours L70 calculated greater than 100,000 excellent salt and humidity resistance as well tested at 25°C ambient temperature. hours. as ultraviolet resistance for color retention. All hours. as ultraviolet resistance for color retention. All 30 27 30 40 OCT �27oaKnawo0KlWa products ore tested in accordance with test Luminaire suitable for ambient temperatures products are tested in accordance with test Luminaire suitable for ambient temperatures z7ooK 4000K pp rwa '(aroder Ctr lame areukkaa P ry 3. LED Optics - Technical Optics R1 R2 R3 specifications for coatings from ASTM and PCI. of 45°C. Minimum operating temperature of ( 9 P P P P 9 P 3. LED Optics - Technical Optics R1 R2 R3 specifications for coatings from ASTM and PCI. of 45°C. Minimum operating temperature of P P ( r P 9 P 9 P R3W R4 R55 R50 and RSR use Selux signature Standard exterior colors are White WH Black luminaire at -40°C -40°F . 9 R3W R4 R55 RSO and RSR use Selux signature Standard exterior colors are While WH Black luminaire at -40•C -40•F . 9 18 Power Cord 8 10 12 14 16 18 XX 'fort mounting uxme polendgm a. light pattern acrylic lens holderto secure (BK), Semi -Matte Block (BL), Bronze (BZ), light pattern acrylic lens holder to secure (BK), Semi -Matte Black (BL), Bronze (BZ), Length 8' 10, 12' 14' 16 18' XX' 20 FortAw2 maunnrg uxd»pele n.lem w' proprietary silicone optics. Internal micro house and Silver (SV). Selux premium colors (SP) are NRTL Listed (i.e. UL, CSA) proprietary silicone optics. Internal micro house and Silver (SV). Selux premium colors (SP) are NRTL Listed (i.e. UL, CSA) side shield available for distributions types I, 11, III available, please specify from your Selux color side shield available for distributions types I, 11, III available, please specify from your Selux color El Finish WH BL BZ SV SP- •ausrommbsareow/b6k & IV. Clear glass lens seals optical area to IP66, selection guide. Visit selux.us for our LED End of Life & IV. Clear glass lens seals optical area to IP66, selection guide. Visit selux.us for our LED End of Life Whit< Semi -Matte Brame Silver Specify Premium ColorSeC°^n'kfiictoa" recycling policy. Sensor angular orienta0on from hand hole 0° 90° increments clockwise around pole (Type 00, 09, 18, 27 ) recycling policy. Block 4. LED Driver -LEDs are driven by RoHS 4. LED Driver -LEDs are driven by RoHS ifs sNMwaibmewitn HLxx 1 UNV Voltage UNV 120 240 277 3472'° 480 °piton compliant constant current programmable LED For Bu American eon lianee on ales, lease Y P P P T 09 90° Type ( ) compliant constant current programmable LED For Buy American compliance on ales, lease Y P P P ,I}n0-227V 120V 240V 277 347V 480V 'Rapd.irtmmrfamorproddadvnlh driver. Driver includes 0-10V dimming to 10%, consult the factory. driver. Driver includes 0-10V dimming to 10%, consult the factory. sDiwomwsw lomeng ass. meetsthe requirements of IP66. Driver assembly meetsthe requirements of IP66. Driver assembly located inside the head. located inside the head. S. Pole Fitter - Self -leveling, die-cast low- 5. Pole Fitter - Self -leveling, die-cast low - Options DM- HL30°'6 HL505.6 ROR4 ROL4 HS9 TLR TLRP '�1°^b copper aluminum alloy, fitter base secured to copper aluminum alloy, fitter base secured to Dimming Hi-Lo Hi-Lo Rotate Rotate House Side 7-pin hill Twist lock '12N,MW,Zroonly 0-10V Switching Switching O i O Shield 180° socket Photocell •HLaraihb canntbecammn.a. ( ) g g pits Optics ( ) y pole with six, stainless steel, Allen head set Hand Hole + Type 18 (180° pole with sin, stainless steel, Allen head set tomoutput caw, output Right (909) Lek (9o°) 'onyam;bblewan 12m23o7anmrv. screws. Fitter for 3"(76mm)O.D. poles. Type 00 (0°) Type screws. Fitter for 3"(76mm)O.D. poles. 30% 50% eeanonefbrl0floon8N REC° REC26 REC38 REC46 °Ser PageaultarcuftimadGfa6. (Gmu°d Pouharattln[errup[iaN to PTOteatlen-(lecrica 6. Surge Protection - (not shown) Designed to 12W 15A GFCI protected 120V15AGFGprotercted 120V1SAduplexreceptade 12M15Adupiexreceptade receparces duplex receptacleu duplex receptacle. with USB charge paints. with USBchargepoims. Rp6�3a ERBA rsommalGm protect luminaire from electrical surge (20kA). protect l is surge protect luminaire from electrical surge (20kA). With weather-proof cover. With lodable Wkh weather-proof rover. Wind lockable poexa ,bran, oor, weaMen roof cover. weather-proof cover. •Type1,11,llkord Manly Mti Mohan Senor roerocals "'I Thomas Harris & Co., Inc. Type: 7 270° ( ) Siox,a(Hexarh3far 8505 Bell Creek Road, Suite B ® � 1P66 Allp ® Mechanicsville, VA 23116 Iff Selux Corporation 02020, T B45-834-1400, 800-735-8927, FBwS-834-iwm, www.selux.ae Pageiofl2 Sell Corporation 02020, T aws-a34-mo, 800-755-8917, FB/S-83/-1401, ewerselurium Page2af12 Selux Corporatlon02020,Taws-e3w-14W, $00-735-8927, F845-834-1401, wrom selax.us Poge3aft2 Sell Corporation 02020, TBw5-83/-1400, 80o-735-892y F8w5-834-1401, wwworem.us Page2af12 In a mminuing spot to offer the best product passible, we reserve the right to change, without notice, specification or mormnals that in our opinion will not (Rev. 12C2o20) In a continuing effort to offer the best product possible, we reserve the III to change, without notice, spedflmtions or materials Mat in our opinion will not (Rev. 1212020) In a continuing effort to offer the best product possible, wereserve me rOhtto change, withoutnotice, apedfleaaons or.,loss than, in our opinion will not (Nov. 12I2020) In a continuing start to offer the best product possible, we reserve the right to than pau gm notice,specificationsandstiensornwtoner Mate our optronicwill not =020) alter the function of the product. Specification sheets found at wwwselux.us are the most mcem versions and aupercede all other printed or electnnic versions. AST_SS vl.B alter the function of the product Specification aheate found at wwwselux.us are the mostrecem versions am supersede all other primed or elactronle versions. AST_55 v1.8 alter the function of the product Spe<Iflcatlon zneea found at wwwseW..usare the most recent versions am aupercede all other printed or electronic versions. Asir SS v1.8 u most ram alter the function of the product Spe<Iflwtlon sheetsfouha at wwwsNux.ua am the most recent versions and aupercede all other printed or electronic versions. Asir SS v1.8 CLINT We S F LET >� e Lic. N 54380 �4 2-3-2022 �4V; 'c'000!1AL M E O O N ry C > E W a E i Lu N v 3 Q LL V3 0 LL O w 0 m6 J U 000 W J — d 7 O N fit N V (� W W 30'X n LL oa "_� W Fva� 17 m 0 00 � M a � � H no O ce f f J O z a- p PPPP a a Z Z Z ZC� . W W W W 0 of u- N W 0 0 0 0Lf) 0 0000 Z Z w 0. Z Z Z Z 1 00000 U UUUU of t0 or or OT t-I N tti N W C O t00 ere! QO I 0 t �•I r ei t �•I r ei N N N N 0000 N N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE 1'= 20' z Q W Un Q W Hssel Lri z LU J > (n z } losses! z LL_ o U W J ( V oc Q z w m II—�I 1_ Oarn _J V I..1. losessel losessel L H JOB NO. 42932 SHEET NO. E2e 0 Alternate the I Reinforcement Reinforcement SRC Overlap Geogrids and Place 3" Soil Fill Alternate Geogrid Placement on Between Overlapping Geogrids for Proper Subsequent Geogrid Elevations to Anchorage Eliminate Gaps \ r Rolled Direction 900 INSIDE CORNER (Not to Scale) Min SRW Units CONVEX CURVE DETAIL (Not to Scale) Alternate Reinforcement at Subsequent Reinforcement E mourner vnii Secure with Concrete Adhesive (Alternate Every Other Course) 900 OUTSIDE CORNER (Not to Scale) SRW Units - Concrete Lintel Formed in SRW Units Over Storm Pipe Upper 2" of Grouted Cells I::•':• :� a ....Extend Min 24" Each Side of Pipe Opening Into Grout 5RW Units Fill w/ VDOT No. 57 Stone To Maintain 5RW Interlock - Reinforced Fill .Min 6" Thick -Grout SRW Unit Above No. 4 Rebar Grout Fill All Cells 3,000 psi Concrete ` •• 2" Deep V-Notch (Sawcut) w/ Two (2) No. 4 Rebar (Grade 60) - Continuous .•l•M1� •~•Tir�:yl'�I�a`R�a'!.�.T-. R�.+I�Ar�I'!L �1+. T. T-. R�.+! Grout Entire SRW Unit - - - - - - - - - - - - - - - - - - - - - - - - Below No. 4 Rebar VDOT No. 57 Stone Filter Fabric WALL WITH PIPE PENETRATION (Not to Scale) Sleeve -It SDI Fence -Post Anchor System Storm Drain Pipe 42" Tall Fence or Handrail Post -Sleeve-It SDI Fence -Post Anchor System - Top Dia. 7.4" Grout Fill After Post Installation w/ Min 3.000 osi Grout Bottom Dia. 9.4" IFilter Fabric - 4 FT Wide Mirofi140N or Equivalent - i Cantilever Base 30.6„ L x 15.3„ W 23.4" I I > > 12" Soil Cover Reinforced Fill SLEEVE -IT FENCE POST DETAIL (Not to Scale) Optional Note: Shrubs can be planted behind the wall. The top geogrid layer can be cut using a utility knife for placement of the root bulbs. mmmmmmmmmmmmmmm mmmmmmmmmmmmmmm mmmmmmmmmmmmmmm M! Y�L•�gll!lI�ISlIS!!!l�l1l�YlIle!!I� i •ING ifRRSi.hM2R4 RR2Rtf IQiclIi7PRpimIiRW1iY11R1CiQ�llP3!Af, IOA�SSY'B�'OtY`YYlA�B1Y B4'67RKYl887Y B�7Rk�8ASYIFt'f 1i aw✓f��lla�®i�l�l�i{ +;V� VNTEIOI. W " 4PPR0%WAtE LOGAiIgI� '. \ Y rc iw•eN a3)�T - � � ' 3� Gw'Jz-^1An- a' ..'. Sta. 48 r TN6 s� ~. tW •a�v soa �Si(1 0 Sta 21 1Wantll a'o " a: s's\ �..� •�S=fNar: r'•k / �w✓�0 5ta sre•mw Start Geogrid Approx. 1" From Front of Units ZSRW Unites oa GEOGRID PLACEMENT DETAIL (Not to Scale) Reinforced Fill 4" Din. Perforated Drain Pipe 12" Thick VDOT No. 57 Stone 00 00 r�,_ f1-3/8" W nmond Pro Units Wall Drain Pro (Weephole) at Max. 40' O.C. Drain to Daylight WALL DRAIN PRO DETAIL ' (Nor to scale) DRAWING INDEX O. Ivy Proper Sheet p1tipLTH Albemarle Coun , Virginia 1 Site Plan �I�_; CIRCEO GEOTECH 2 General Notes/ Design Parameters Circeo 5956 Buckland Mill Road 3-4 5RW Details J MICHAEL R. ClRCEO i6 Geotechnical Engineering, P.0 Roanoke, Virginia 24019 5 General Notes - SRW Units w/ Soil Nails No. 021245 ` Phone: (540) 366-2379 6 Details - Temporary Shoring w/ Tecco 'HQ_ 7 Wall A - 5ta. 0 to 5ta. 130 c^FS Scale: N/A project No. RW-2680 8 Wall B - Sta. 0 to Sta. 48 SyONAL E' Date: 10/13/21 Wall C - Sta. 0 to Sta. 37.5 Revision: 11/18/21 Sheet 3 of 8 F'It F b ' 4 FT Wid Cap Unit -\ r i er a ric - i e GENERAL NOTES: Adhere to Top Unit I Mirafi 140N or Equivalent w/ Concrete Adhesive Geogrid Reinforcement 1.0 STRIP VEGETATIVE AND ORGANIC SOIL FROM THE WALL SRW Units Drainage Aggregate - Min 12" No. 57 Stone Reinforced Fill Compacted Granular Soil Cut Geogrid Around Manh( GEOGRID AROUND MANHOLE (Not to scale) MICHA No. 021245 �� rl/re�21 �FSS✓ONAL E,N„ yrs� Retained Soil Compact to Min 95 .ry - - - - - - - Standard Proctor 7 _ _Storm Drain Place Geogrid Under or Over Pipe ... (Min 3" Soil Cover) GEOGRID AT STORM DRAIN DETAIL (Not to Scale) c 0 t Scale: V = 40 FT SITE PLAN 0 20 40 Anchor Diamond Pro Segmental Retaining Walls Ivy Proper Albemarle County, Virginia Site Plan Adapted From The Grading Plan, Sheet No. C5.0, Dated December 30, 2020 (Rev. 3/16/21), Prepared By Timmons Group. Site Plan For Illustrative Purpose. Approx. Scale: 1" = 40 FT AND GEOGRID ALIGNMENT. 2.0 BENCH CUT ALL EXCAVATED SLOPES. 3.0 DO NOT EXCAVATE BEYOND EXCAVATION LINES SHOWN ON PLAN UNLESS DIRECTED BY THE GEOTECHNICAL ENGINEER TO REMOVE UNSUITABLE SOIL. 4.0 CONTRACTOR SHALL ENSURE TEMPORARY EXCAVATIONS ARE STABLE AND PROVIDE EXCAVATION SUPPORT IF NEEDED. 5.0 GEOTECHNICAL ENGINEER SHALL VERIFY FOUNDATION SOILS AS BEING COMPETENT PER THE DESIGN PARAMETERS. 6.0 LEVELING PAD SHALL CONSIST OF COMPACTED SAND, GRAVEL, OR COMBINATION AND SHALL BE A MINIMUM 6-INCH THICK LAYER WITH A MINIMUM WIDTH OF 24 INCHES. 7.0 A 4-INCH-DIAMETER SLOTTED DRAINAGE PIPE SHALL BE INSTALLED BEHIND THE WALL AND CONNECT TO WEEPHOLES INSTALLED AT THE BASE OF THE WALL (40 FEET ON CENTER) AND EXTEND BEYOND THE FINAL GRADE TO DAYLIGHT (SEE DRAIN DETAIL). 8.0 DRAINAGE AGGREGATE AND UNIT (CORE) FILL SHALL CONSIST OF CLEAN ANGULAR GRAVEL (VDOT NO. 57 STONE MEETING THE FOLLOWING GRADATION AS DETERMINED IN ACCORDANCE WITH A5TM D-422. SIEVE SIZE PERCENTAGE PASSING - Arouna Storm structure 1-112 INCH 100 E IINCH 95-100 13 J L) ` Min 24"^'- v_ 1/2 INCH 25 - 60 .L - -0 NO. 4 0-10 m NO. 8 0-5 TFff 9.0 GEOGRIDS SHALL BE LAID HORIZONTALLY ON COMPACTED - - - - - BACKFILL FOR THE REQUIRED GEOGRID LENGTH GL IN THE Q ( ) Min 24 TENSILE STRENGTH DIRECTION PERPENDICULAR TO WALL FACE NOTED ON THE WALL PROFILE. THE GEOGRID SHALL BE - - PLACED WITHIN ONE INCH OF THE FRONT FACE OF ----------- ------ - 0 0 0 O O THE UNIT BELOW AND EXTEND HORIZONTALLY OVER COMPACTED FILL. 10.0 ANCHOR DIAMOND PRO UNITS MOLDED DIMENSIONS SHALL BE 8 INCHES HIGH BY 18 INCHES LONG BY 12 INCHES DEEP AND SHALL NOT DIFFER MORE THAN . 1/8 INCH IN ANY DIMENSION. Ivy Proper 11.0 A I -INCH SETBACK PER UNIT (REAR LIP) SHALL BE MAINTAINED FOR Albemarle County, Virginia PROPER BATTER (I.E. 7 DEGREE CANT FROM VERTICAL). CIRCEO GEOTECH 12.0 GEOGRID5 SHALL BE PLACED WITHIN 1 INCH OF THE FRONT FACE Circeo 5956 Buckland Mill Road OF THE UNITS AND GEOGRIDS PULLED TIGHT (AFTER PLACEMENT Geotechnical Engineering, P.C. Roanoke, Virginia 24019 OF THE NEXT COURSE OF BLOCK UNITS) TO REMOVE SLACK IOWA Phone: (540) 366-2379 AND TO INTEGRATE GEOGRIDS AND UNITS. 13.0 FIELD ADJUSTMENTS OF BLOCK ALIGNMENT MAYBE MADE Scale: N/A ON NON -REINFORCEMENT LAYERS WITH THE USE OF SHIMS Date: 10/13/21 Project No. RW-2680 OR ASPHALT SHINGLES TO RAISE ONE COURSE OF BLOCK BY Revision: 1 11/18/21 1 Sheet 1 4 of 8 A MAXIMUM OF 1/4INCH VERTICAL HEIGHT. 42" Tall Safety Handrail or Fence w/ Sleeve -It SDI Fence -Post Anchoring System E Cap Unit Secure to Top Unit w/ Concrete Adhesive Anchor Diamond Pro Units Drainage Aggregate Min 12" Thick ' VDOT No. 57 Stone Weephole w/Wall Drain Pro Daylight Pipe Through Wall 40' OC Spacing (TypJ Non -Woven Filter Fabric Mirafi 140N or Equivalent Geogrid Reinforcement (Typical) Refer to Wall Profile for Geogrid Type, Geogrid Length (GL) and Location 24" Vertical Spacing (Typ.) - - - - - - Retained Soil Reinforced Fill 4" Dia. Drain Pipe Granular or Low Plasticity Soil Compacted Backfill (See Drain Detail) Compact To Min 95% Standard Stone Leveling Pad GL Proctor Density Crushed Stone or Sand? 6" Min Thick x 24" Wide See Wall Profile TYPICAL RETAINING WALL CROSS SECTION (Not to Scale) 12-1/2" i ,x ----------------- 0 0 12" l Istraight Rear Lip Split Face TI~ 18" - 1" Setback • � I I 1 T I I T I I 8" 8„ 8-1/2" I I i I I i I I ANCHOR DIAMOND PRO UNIT (Not to Scale) Ivy Proper p1�PLTH 0�1. Albemarle County, Virginia CIRCEO GEOTECH G�_ Circeo 5956 Buckland Mill Road Geotechnical O A7ICHAEL R. CIRCEO Engineering, P.0 Roanoke, Virginia 24019 U No. 021245 ?� ` Phone: (540) 366-2379 `A rI/r8`21 �� Scale: 1" = 40 FT Fgo.- .aG� n_a_. �nAa�/tea Project No. I RW-2680 DESIGN PARAMETERS: 14.0 REINFORCED FILL SHALL CONSIST OF GRANULAR SOIL FILL 1 BUILDING CODES: 2015 VIRGINIA UNIFORM STATEWIDE BUILDING CODE (USBC) WITH U5C5 SOIL TYPES GP, GW, GM, GC, 5W, SP, SM OR SC AND 2015 INTERNATIONAL BUILDING CODE (IBC). WITH A MINIMUM ANGLE OF INTERNAL FRICTION, �' , OF 30 DEGREES 2 THE WALL PROFILES ARE BASED ON THE GRADING PLAN, SHEET NO. C5.0, AS OUTLINED IN DESIGN PARAMETERS - NOTE 5. DATED DECEMBER 30, 2020 (REV. 3/16/21), PREPARED BY TIMMONS GROUP. LOW PLASTICITY CLAYEY SAND (SC), SILT OR CLAY (ML-CL) CAN BE USED 3 WALL DETAILS SHOWN ON THIS PLAN ARE FOR ANCHOR DIAMOND PRO SUBJECT TO APPROVAL BY THE GEOTECHNICAL ENGINEER. SEGMENTAL RETAINING WALL (SRW) UNITS MEETING THE NATIONAL MAXIMUM PARTICLE SHALL BE LIMITED TO 4INCHES IN DIAMETER. CONCRETE MASONRY ASSOCIATION (NCMA) CRITERIA FOR SRW WALL SYSTEMS. THE FINE FRACTION (MINUS NO. 40 SIEVE) SHALL HAVE A MAXIMUM 4 ENGINEERING ANALYSIS BASED ON USE OF STRATAGRID SGU60 AND SGU80 LIQUID LIMIT LL OF 40 AND A MAXIMUM PLASTICITY INDEX PI Q ( ) ( ) GEOGRIDS. OTHER COMPATIBLE GEOGRID5 MAY BE SUBSTITUTED OF 20. THE BACKFILL SHALL BE FREE OF DEBRIS AND ORGANIC MATTER. WITH THE APPROVAL OF THE WALL DESIGN ENGINEER. HIGHLY EXPANSIVE SOILS (MH-CH) SHALL NOT BE USED IN THE 5 THE DESIGN OF THE SEGMENTAL RETAINING WALL (SRW) REINFORCED FILL ZONE. ASSUMES THE FOLLOWING PARAMETERS: ym, Moist FRICTION 15.0 REINFORCED FILL SHALL BE PLACED IN 8-INCH LIFTS AND SOIL SOIL UNIT WEIGHT ANGLE COHESION COMPACTED TO A MINIMUM OF 95% OF MAXIMUM STANDARD CONDITIONS Type (PCF) (DEG) (PSF) PROCTOR DENSITY (ASTM D-698) AND WITHIN + 3 PERCENTAGE REINFORCED FILL Granular or Low Plasticity Soil 120 30 0 POINTS OF OPTIMUM MOISTURE CONTENT. COMPACTION TESTS SHALL RETAINED SOIL 5C-CL, 5M-ML 120 30 0 BE PERFORMED AS THE WALL I5 INSTALLED. COMPACTION WITHIN FOUNDATION SOIL SC-CL, SM-ML 120 30 250 3 FEET OF THE WALL SHALL BE LIMITED TO HAND -OPERATED EQUIPMENT. 6 SOIL STRENGTH PARAMETERS ARE BASED ON USE OF GRANULAR OR LOW 16.0 A VIBRATORY PLATE TAMPER SHALL BE USED TO DENSIFY PLASTICITY SOIL IN THE REINFORCED FILL ZONE. ALL SOIL FILL SHALL BE NO. 57 STONE. COMPACTION TESTS CAN BE WAIVED PLACED IN MAXIMUM 8-INCH LIFTS AND EACH LIFT IS COMPACTED TO WHERE NO. 57 STONE IS USED AS REINFORCED FILL. A MINIMUM OF 95% OF MAX. STANDARD PROCTOR DENSITY, AND 17.0 CONTRACTOR SHALL SLOPE SITE GRADES TO DIRECT SURFACE WITHIN, 3 PERCENTAGE POINTS OF OPTIMUM MOISTURE CONTENT, RUNOFF AWAY FROM WALL AT END OF EACH DAY TO AVOID USING PORTABLE COMPACTION EQUIPMENT. WATER DAMAGING THE WALL WHILE UNDER CONSTRUCTION, 18.0 ANY SURFACE DRAINAGE FEATURES, FINISH GRADING, PAVEMENT, DO NOT USE HIGH PLASTICITY CLAY (CH-MH), ROOTS OR TOPSOIL IN REINFORCEI OR TURF SHALL BE INSTALLED IMMEDIATELY AFTER THE WALL IS COMPLETED. ZONE. ANY SOFT, SATURATED SOIL ENCOUNTERED IN SUBGRADE SHALL BE 19.0 IF SITE AND SOIL CONDITIONS, WALL GEOMETRY, OR WALL UNDERCUT AND REPLACED WITH CRUSHED STONE TO STABILIZE THE LOADING ARE DIFFERENT THAN THE DRAWINGS AND THE DESIGN FOUNDATION SUBGRADE OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. PARAMETERS, THE CONTRACTOR MUST CONTACT THE WALL DESIGN ENGINEER PRIOR TO PROCEEDING WITH THE CONSTRUCTION OF THE WALL. WALL A -MAX. WALL HEIGHT = 10.67 FEET (INCLUDING EMBEDMENT) WALL B - MAX. WALL HEIGHT = 4 FEET INCLUDING EMBEDMENT 20.0 DETAIL FOR HANDRAIL POSTS AT THE TOP OF THE WALL IS PROVIDED WALL C - MAX. WALL HEIGHT = 2,67 FEET (INCLUDING EMBEDMENT) FOR PLACEMENT OF POSTS BEHIND THE WALL. FRONT SLOPE = LEVEL BACKSLOPE BEHIND THE WALL = LEVEL TO MAX 2H:IV, STEP WITH GRADE PEDESTRIAN SURCHARGE AT TOP OF WALL = 100 PSF MIN FACTOR OF SAFETY (SLIDING) = 1.5 MIN FACTOR OF SAFETY (OVERTURNING) = 2.0 Open Cells MIN FACTOR OF SAFETY (BEARING CAPACITY) = 2.0 DESIGN SOIL BEARING PRESSURE = 500 PSF TO 2,000 P5F (Filled With Stone) (SEE NOTE ON WALL PROFILES) I (Filled With Stone) Ivy Proper TStiI LTH Op Albemarle County, Virginia 1" Setback CIRCEO GEOTECH 1" Rear Lip < Circeo WA Geotechnical 5956 Buckland Mill Road C MiCHAEL R. CIRCEO yA - Engineering, P.C. Roanoke, Virginia 24019 Anchor Bar No. 021245 � Phone: ( 540 ) 366-2379 UNIT CONNECTION DETAIL �c, r l /r 8/21 �`q-11 (Not to Scale) FSSyON Scale: Date: N/A 10/13/21 Project No. RW-2680 ,L ENG\ rp�pLTH op•Rf me CLINT W. 0- SjUF'FLET a Lic. NN. S13R0 4 2-3-2022 �<VW, J > O O u1 to to to a - h P P P Q a wwww 00 ���� w U 2: w 0 0 0 0 m p U U U U z 0 Lu zzzz Z 0 0 0 0 O w U U U U U O l0 't 't M r\ .-i N .--I N 1l w rh ui oa ~¢ o 0 0 o 0 ri rl .-i rl N N N N N N 0000 N N N N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A z J � Q WUJ ~ Q 0 z_ 06 J C7 (n Q > Z zr� LL Ov J J LU J Q Q < W 2: cc Q z 0/ L^L Z I..L Q H� L JOB NO. 42932 SHEET NO. S1.0 WALL A Step w/ Grade No Surcharge No 1 Max. 2H:1V Backslope IN 544 1. GENERAL NOTES: 3. MATERIALS 542 TOC = 530.33 Soil Nail (Typ.) + - - Min 42" Tall Pedestrian Guard - 540 TOC = 530.33------- A. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACQUIRING PERMISSION AND ALL A. SOIL NAIL BARS: ASTM A615 NO. 8 WILLIAMS FORM THREADED BAR, 538 TOW = 530.00 - TOW = 530.00 TOC = 530.33 PERMITS REQUIRED FOR CONSTRUCTION OF THE TEMPORARY SHORING SYSTEM. GRADE 75, EPDXY -COATED 536 TOC = 524.33 - 0 I - o 1 - = 528.33 - B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLING ALL DRAINAGE B. NAIL BAR NUT AND WASHER: TYPE MATERIAL AND SIZE COMPATIBLE p 534 TOW = 524.00 1 TOW = 530.00- W = 528.00 - TOC = 526.33 FEATURES NECESSARY TO MINIMIZE INFILTRATION AND EXCESSIVE WITH SOIL NAIL BAR. ,-, 532 - G•= 6 FT - - - - _ _ GL = 6 FT :0" _ Gu= 4.5 F'T TOW = 526.00 RUNOFF IN THE AREA OF THE SLOPES DURING CONSTRUCTION. C. CENTRALIZERS: INSTALL AS NECESSARY TO INSURE A MINIMUM GROUT .�.. J - TOC = 525.67 C. APPROXIMATE LOCATIONS OF EXISTING UTILITIES, FOUNDATIONS, COVER OF 1 INCH AROUND THE NAIL BAR IN THE GROUTED SOIL NAILS. 0 530 - uiu)W = 525----- 52g - _ SHOWN ON THESE DRAWINGS. THE ENGINEER IS NOT RESPONSIBLE FOR SIZE: 3/8" THICK X 13" X 7.5" (10 MM X 330 MM X 190 MM) c W 526 Y 1-- _ _. _ _ _ _ _ _ _. _ _ Gl. = 6 FT - •- ` Q DAMAGE FIELD VERIFICATION OF THESE LOCATIONS AND D HOLE DIAMETER: 157" (40 MM). SEE DETAIL BELOW 3 524 _ GI 6FT GL-45FT _ _ OR UNIDENTIFIED UTILITIES OR FOUNDATIONS. E. -PERFORMANCE MESH FOR HIGH -TENSILE TECCO MESH: HIGH52 } +1 22 6" Thick Stone I 3 ., D. THE CONTRACTOR SHALL VERIFY LOCATIONS AND ELEVATIONS OF ALL STEEL WIRE FOR SLOPE STABILIZATION. N - 0 520 GI_= 6 Fr 1 I 1 BOW = 524.00 1 Levelinq Pad r 1 -O } BOW - 524.00 =: N- UTILITIES WITHIN 50 FEET BEHIND THE SOIL NAIL SYSTEM. COORDINATE STEEL WIRE MESH, 665,3 MM, > 256 ksi T 3 ° 518 1 1 BOW = 523.33 I ''.5�`'�r,_�`'.�` % ` _ 1 w Proposed Grade at Bottom of Wall WITHIN 50 FEET BEHIND THE SOIL NAIL SYSTEM. INSIDE CIRCLE DIAMETER OF DIAMOND MESH &RID = 2.56 INCHES 0 516 - - BOW = 522.67 I - -I- 2" Dia. Sch. 40 Galvanized Steel Pipe (Typ.) _ 1 I I Drain Pipe to Daylight - 40 FT O.C. (Typical) - E. TOPOGRAPHIC INFORMATION ARE PROVIDED BY OTHERS. F. TECCO COMPRESSION CLAWS: TYPE MATERIAL AND SIZE COMPATIBLE c 514 r ALL GRADE INFORMATION SHOWN ON THE PLANS HAS BEEN TO SPLICE TECCO MESH. Q aU ❑p I2 20 2q 30 40 50 60 69 80 100 110 117 120 130 EXTRACTED AND INTERPRETED FROM THIS INFORMATION. VERTICAL SPLICE: OVERLAP TWO DIAMOND MESH GRIDS I I THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF THE DISCOVERY HORIZONTAL SPLICE: NO OVERLAP REQUIRED. 1 1 I Station (ft) 1 1 1 GL = 6 FT I OF ANY ERRORS, OMISSIONS OR DISCREPANCIES AT THE SITE. G. MIRAMESH GR: INSTALL ALONG SLOPE FACE TO PREVENT SOIL EROSION. I Soil Nail 8 FT w/ 2 FT Ext. GL = 6 FT Lem6 l I l� GL = 4.5 FT F. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBSERVING ALL APPLICABLE H. GROUT: TYPE I, NON -SHRINK CEMENT OR SAND/CEMENT MIXTURE WITH A ' q = 750 psf q = 2,000 psf 1 q = Ps 1 q = 500 psf SAFETY LAWS AND REGULATIONS. MIN 28-DAY COMPRESSIVE STRENGTH OF 3,000 PSI PER AASHTO T106/ASTM C109. Adjust Angle of Inclination J 9 (R) TOC = 534.33 TOC = 534.33 - - \ G. SAFETY MEASURES SHALL BE IMPLEMENTED TO MEET LOCAL, STATE AND FEDERAL REGULATIONS FOR FALL PROTECTION, TRAFFIC BARRIERS, AND I. WATER - CLEAN, POTABLE WATER. To Avoid Conflict with Property Line or Utilities As Needed P Y TOC = 534.33 TW 524. BOW = 530.00 _ _. - BOW = 531.33 �� BOW = 530.00 . BW 524. / :; o'!f OTHER SAFETY CONDITIONS AT THE SITE DURING CONSTRUCTION. 4.0 CONSTRUCTION SEQUENCE Q • -. - ;- :- �u- TOC = 530.33 \ H. THE OWNER'S TESTING SERVICES REPRESENTATIVE SHALL BE ON -SITE -� BOW = 523.33 , - - TW 5 9 - Sta. 48- 530.8T DURING INSTALLATION OF THE SOIL NAILS AND INSTALLATION A. TRIM VEGETATION AND CUT TREES FLUSH WITH THE SLOPE FACE. liW 531. � .W ? �R524.87' OF THE TECCO SYSTEM TO VERIFY CONFORMANCE WITH THE TEMPORARY DO NOT REMOVE TREE STUMPS. TOC = 529.67 Sta. 13.5 Sta. 60 SHORING DESIGN. B. SCALE SLOPE FACE TO REMOVE ANY LOOSE SOIL, BOULDERS OR BOW = 528.00 ! S»�_ 54 �S\ • OTHER OBVIOUS MATERIAL FROM THE SLOPE. TW = B 9.06 TC `?3� - TW 531.75' Eta.24I 524.41' 2. DESIGN CRITERIA: C. VOIDS CREATED BY LOOSENED ROCK OR SOIL BEHIND THE SOIL f{ TW-528 06 -- Sta. BW 525.75' . A. THE DESIGN OF THE TECCO SLOPE STABILIZATION SYSTEM AND SOIL NAIL NAIL HEAD AND TECCO PLATE SHALL BE FILLED WITH GROUT. BW 523.Fa' - _ -- 50 S? S TOC = 525.67 BOW = 524.00 SYSTEM WERE BASED ON THE FOLLOWING MINIMUM FACTORS OF SAFETY: D. INSTALL SOIL NAILS IN SLOPE FACE TO THE REQUIRED DEPTH. Sta. �(= BW 524.04' �' - Sta. 100 GLOBAL STABILITY =1.5 E. PLACE MIRAMESH 6R 6EOMAT ALONG THE SLOPE FACE FROM THE CREST - 524 ' _ -- _ "' - - WALL B FACING PUNCHING SHEAR = 1.5 TO THE TOE. CUT AROUND SOIL NAILS ARE REQUIRED. 52322 522 Stn. 0 S-52z.74' �2- j TW NAIL PULLOUT= 2.0 F. INSTALL TECCO MESH OVER THE &EOMAT AND SOIL NAIL _ 521 �\ 1 TOC = 530.33 No Pedestrian Guard Required ta. 120 TENSILE STRESS OF STEEL NAILS =1.5 FROM THE CREST TO THE TOE. ' - BOW = 523.33 /� WALL A -- 7- - -- �� B. THE SOIL PARAMETERS ARE BASED ON EXPERIENCE WITH THE LOCAL G. SECURE ENDS OF TECCO MESH WITH TECCO COMPRESSION 1 12 � 42" Tall Pedestrian Guard ;25 Sta. 130 SOIL CONDITIONS AND ESTIMATED SOIL SHEAR STRENGTH PARAMETERS CLAWS (1 PER DIAMOND MESH GRID). TOC = 524.33 522.03' / OF SIMILAR SOIL TYPES. H. ATTACH TECCO SPIKE PLATE TO SOIL NAIL HEAD AND TORQUE TOC =Top of Wall (with Cap Unit) BOW = 522.67 - - - - \ Scale: 1" = 20 FT C. GROUNDWATER IS NOT EXPECTED DURING THE EXCAVATION NUT TO A LOAD OF MIN 7 KIPS TENSILE FORCE (130 FT-LBS TORQUE) BOW = Bottom of Wall (including embedment)* [14' ENLARGED SITE PLAN ® OR INSTALLATION OF THE SOIL NAIL SYSTEM. FOR NO. 8 BARS PER THE MANUFACTURER'S RECOMMENDATIONS. - 0 10 20 D DESIGN SOIL SHEAR STRENGTH PARAMETERS: LEGEND ® Cap Unit (4" Height) 0 Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick x 24" Wide Stone) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BOW Bottom of Wall (Including Embedment) 60 - ' StrataGrid SGU60 O Soil Nail Head (Permanent) 80 - Strata&rid SGU80 L•@b Soil Nail Embedment (ft) GL &eogrid Length (ft) O 4" Drain Pipe to Daylight WALL B 550 548 546 TOC - 529.67 - 544 TOW = 529.33 542 O 40 p } v 8 in 0 5 53 all d W 532 3 530 _528 Use Compacted Granular or Low Plasticity Soil In Reinforced Fill Zone. Use All VDOT No. 57 Stone Where Soil Nails Are Specified. RETAINING WALL A Sta. 0 to Sta. 130 Viewed From Front Face of Wall q = Design Soil Bearing Pressure (psf) MOM -------■ ------ram --- -'--�------ ----■----- - G � ■ � ��IMC P4�818�C:7�� rrrrri��.-�■r�rn --��r-sra�rr-.ar..r i� WALL C °::; I Proposed Grade -BOW = 531.33 N 526 i 6 Thick Stone + 524 ! I at Bottom of Wall 1 LevelingPad M 3 522' BOW = 528.00 BOW = 530.005. I ° w 520 co no 13.5 10 20 30 40 48 a i Station (ft) I GL=4FT I ids q = 500 psf ' LEGEND Use Compacted Granular or Low Plasticity Soil In Reinforced Fill Zone. TOC = Top of Wall (with Cap Unit) No Pedestrian Guard Require< I I BOW = Bottom of Wall (including embedment). / i Date: 10/13/21 H. BACKSLOPE - MAX 2H:1V - (Not to Scale) Revision: 11/18/21 Sheet 7 of 8 EQUIVALENT SURCHARGE =100 PSF, WHERE APPLICABLE I� Soil Nails @ Max. 4 FT O.C. r I� Centralizer - 10 Ft O.C. Min 2 Per Soil Nail I� TECCO FACING DETAIL (Not to Scale) Ivy Proper Albemarle County, Virginia CIRCEO GEOTECH 1 0Circeo 5956 Buckland Mill Road Geotechnical Engineering, P.C. Roanoke, Virginia 24019 e Phone: (540) 366-2379 1 Scale' I N/A Project No. I RW-2680 I Date: 10/13/21 Max. 2H:1V Backslope Proof Testing of Production Nails Filter Fabric Min 42" Fence or Handrail Post Min 3 FT Perform Two (2) proof (pullout) tests Place Over Stone 1.1 No Pedestrian Guard Required (I proof test per 20 production nails) Cap UniDrainage Swale Secondary Reinforcement t 1 77 Design Test Load (DTL) = 7,000 Ibs ' StratnGrid SGU60 (See Wall Profile) TOC = 524.33 - TOC = 524.33 Secure to Top Unit Min 12" Thick Soil Cover 534 I +l 1 +l Max. Test Load = 1.50 DTL = 10,500 Ibs w/ Concrete AdhesivY Place Horizontal) to Face of Excavation v e I I' I TOW = 524.00 32 > 1 d W IN TO = 524.00 Min. Bond Length = 30 feet o I+- old O ,•, o o I wTOC = 523.00 w 52 �I �1 r TOW = 522.67 TECCO Wire Mesc GR65 3 n MiroMesh GR Geomat To Prevent Soil Erosion TECCO Spike Plate Per TECCO System Manufacturer No. 8 Bar, Grade 75, Epoxy -Coated w/ Nut and Washer - Torque Completed Nails to\ Min. Tension Force of 7 kips Spike Plate, Grade A36 Ivy Proper MOIST SOIL UNIT WEIGHT= 120 PCF Galvanized Steel tipiTpl O Albemarle County, Virginia EFFECTIVE INTERNAL FRICTION ANGLE, ¢' = 30°(UNDISTURBED) 5k',57"* z4e" �14 F r cal NW1 �pLTNCIRCEO GEOTECH EFFECTIVE COHESION, c' = 250 PSF G Circeo 5956 Buckland Mill Road E. SOIL NAILS - MINIMUM DRILL HOLE DIAMETER = 4 INCHES.Geotechnical Engineering, P.C. Roanoke, Virginia 24019 NO 8 BARS -INSTALL CENTRALIZERS - SO FT O.C.MIN MICHAEL R. C1RCf0 Phone: 540 366-2379 TWO (2) CENTRALIZERS PER SOIL NAIL (GROUT FILLED). r.5r. bia. 0.39". No. 021245" ye ( ) MICHAEL R. C R F. EMBEDMENT LENGTH (L) ARE NOTED ON THE WALL PROFILE. No. 021245' H: 1"= 10 ft. G. ANGLE OF INCLINATION (FROM HORIZONTAL) = 15 DEGREES. Scale: V: 1"= 10 ft. Project No. RW-2680 ANGLE SHALL BE ADJUSTED OR OFFSET TO AVOID OBSTRUCTIONS. o TECCO SPIKE PLATE DETAIL �o (I II8�2. ' ®C 524 522 Lul AM E __��I�Y� r.omnom���520 + 518 BOW = 522.00 i w `0 6" Thick Stone N 516 Proposed Grade i Leveling Pad 514 at Bottom of Wall 1 I s - 512 1 - BOW = 521.33 2) ° 510 Drain Pipe to Daylight c 3 o I p a6 10 21 30 37.5 I Station (ft) I 'o /wn� L V GL-45 FT I io q = 500 psf JAC G5lil TW } BW TW 533 T-W BW 522:32' 'BW 531 TOC = 524.33 ' BOW = 521.33 TW = BW 529.06 - ® Cap Unit (4" Height) Anchor Diamond Pro Units (8" Height x 18" Width) Leveling Pad (Min. 6" Thick x 24" Wide Stone) TOC Top of Cap Unit TOW Top of Wall (Excluding Cap Unit) BLOW Bottom of Wall (Including Embedment) 60 - ' Strata6rid SW60 O 4" Drain Pine to RETAINING WALL B Sta. 0 to Sta. 48 RETAINING WALL C Sta. 0 to Sta. 37.5 Viewed From Front Face of Wall = Design Soil Bearinq Pressure (psf) TOC = 524.33 W 523.29'-- BOW = 522.010 a.6 - Sta. 0 ti �y FFE=522. WALL C O6' 1 - TOC = 523.00 •j8' -� BOW - 521.33 _ 524 v �- 23522 Stn. 37.5 --521, 111 Scale: 1" = 20 FT ENLARGED SITE PLAN 0 10 20 Ivy Proper Albemarle County. Virainia SRW Units Temporary Excavo Tecco Mesh w/ Geomat or Equivalent If Warranted For Temporary Shoring ^� Weephole Daylight Pipe Lemb Through Wall 40' OC Spacing (Typ) `Residual Soil See Wail Prof lle or Rock* (See Note Below) Foundation Soil J. Min 3 FT ,4.•4r`f?.•A•`4.•A'`4>•A'Y.:.: Leveling Pad 6" Min x 24" Wide *Where Rock is Encountered, Embedment Length Can Be Reduced to Min 30 FT Into Competent Rock 4" Dia. Drain Pipe 4ti�.rnr.;.r�✓sr.?rN;�.r..'w;»;.:w>.. _ (See Drain Detail) SRW RETAINING WALL CROSS SECTION mossm (Not To Scale) Soil Nail Min 1" Dia. Bolt w/ Washer + Bolt 2" Din. Schedule 40 Galvanized Steel Pipe Attach to Back of Steel Plate w/ U Bolt / Top or Bottom acklap End Toward Next Block Unit I I', 1':'4�1�1�'4�1�1�•.�1.1•'t•1•L�L%'. I ,•:r{?11:.rtirtiltiltirtilti:tiJtilti�:.�•o I I', I I I I', •r•r•r•r•r•r•r•r•r•r•r•r•r•:=, Retained I I', I '. 1.1•'.•ti•1K•ti K•1•tiKK•b' I I' I r r•r•r•r•r•r•r•r r r r r I � I'} r r I' 1 Sall I I' I 1�'.•ti•ti•1•ti•ti ti ti ti ti 1r % r% No. 57 Stone 1/2" DIa.0 Bolt w/ Nuts & Washers Primary Reinforcement StrataGrid SGU80 (See Wall Profile) Place Horizontally to Face of Excavation Wrap Around 2" Diameter Sch. 40 Galvanized Steel Pipe Backlap End Toward Next Block Unit (8" Height) See Wall Profile for Geogrid Placement 8" x 8" x 1/2" Thick Steel Bearing Plate Soil Nail Tensioning/Tecco w/ 1/2" Wide x 6" Slot - Each Side Min Tensile Force = 7 kips Tecco Spike Plate Min Applied Torque = 130 Soil Nail (Typ.) w/Min No. 8 Bar (75 ksi - epoxy coated) x 4" Dia Grout Hole @ Max 6-Ft Horizontal Spacing Secure with Compatible Min V Dia. Steel Bolt w/ Washer + Bolt SOIL NAIL/GEOGRID CONNECTION DETAIL (Scale As Shown) r�`My GvF CIRCEO GEOTECH iiNLIR O> 7 C!Geotechnical 5956 Buckland Mill Road JooRQ� r t Engineering, OP.C. Roanoke, Virginia 24019 O O U MICHAEL R. CIRCEO Phone: () 540 366-2379 U 8" x 8" x 1/2" Thick Steel Bearing Plate g CH v No. 021245' MiAEI R. CIRCEO �� `� O w/ 112" Wide x 6" Slot - Each Side No. 021245 H: 1"= loft. •o G v` Scale: 9 ll/f8`21 FSs, V: 1"= loft. ft. Project No. RW-2680 STEEL PIPE CONNECTION AT SOIL NAIL �� - �a ONAL 6 ^ Date: 10/13/21 r ^ (Not to Scale) fSSVONAI Albemarle County, Virginia CIRCEO GEOTECH Circeo 5956 Buckland Mill Road Geotechnical Engineering, P.0Virginia Ro anoke, 24019 rm . Phone: (540) 366-2379 Scale: N/A Project No. RW-2680 bete: 10/13/21 .�,t,pLTN f/F •�. C CLINT W. S FFLET Lic. N 54380 4.,�; t 2-3-2022 �4- `.s`S/In A s 1. ��G.•�. M E 0 N � N C > E w a E F- LLI U- o- 0 �6 Q j U W J -N W O N a 0 3 X a E < ca�� 2 w N = V > N F C c '^ N � M 00 J CD U-1 CD H' N Z f f J O Y O to to to to a- h P P P Q a w w w w 0 K E E w w 0 0 0 0 m p U U U U z zZZZZ g 0 zzzz �0000 w U U U U U Y O U :ovvrn N .-i N .--I N rl W ro QD Ch ,1 ,1 ~¢ o 0 0 0 N N N N N 0000 0 N N N N N DATE 12-30-2020 DRAWN BY A. FONTAINE DESIGNED BY C. SHIFFLETT CHECKED BY C. SHIFFLETT SCALE N/A z J Q UJ Q 0 ,^ lJ / Z 06 J C7 Q z?� J LL ov J J LU J Q Q LU cc Z O_J 0� I..L QZ LU / Qf H-1 L LM JOB NO. 42932 SHEET NO. S1.1