Loading...
HomeMy WebLinkAboutSDP201900072 Plan - Other (not approved) 2019-11-26E E Y BEAVER CREEK -MEDICAL OFFICE BUILDING NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 06000-00-00-03800 WEST END SHOPS -WEST LLC 2246 IVY ROAD, SUITE 5 CHARLOTTESVILLE, VA 22903 ZONING: HC-HIGHWAY COMMERCIAL ENTRANCE CORRIDOR OVERLAY AIRPORT IMPACT AREA OVERLAY MAGISTERIAL DISTRICT: JACKJOUETT SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504)885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 7/18/2019 FINAL SITE PLAN REF: INITIAL SITE PLAN SDP 201900051 COUNTY OF ALBEMARLE, VIRGINIA DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE WATERSHED: MOORES CREEK - NOT A WATER SUPPLY WATERSHED SETBACKS: FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW; 30 FT (MAXIMUM) FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 20 FT (OFF-STREET PARKING OR LOADING SPACE)' ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE 'APPLICANT HAS SUBMITTED SPECIAL EXCEPTION TO WAIVE 20 FT BUFFER REQUIREMENT ADJ. TO RESIDENTIAL STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) PROPOSED USE: 226,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 106 SPACES PROPOSED PARKING: 106SPACES ADA PARKING REQUIRED: 5 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 5 SPACES MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED DISTURBED AREA: 1.51 ACRES EXISTING IMPERVIOUS AREA: 1.00 ACRES PROPOSED IMPERVIOUS AREA: 1.24 ACRES AREA OF PAVED PARKING/CIRCULATION: 0.93 ACRES PROPOSED OPEN SPACE: 0 ACRES PROPOSED RECREATION AREA: 0 ACRES TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING FIFE CODE: 720 AMOUNT: 26,600 UNITS: SF (GFA) WFFKDAY ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN, 43 OUT 66 TOTAL 109 11/25/2019 UNIVERSITY MADISON VILLAGE PARK CONDOS CONDOS ® HUNTINGTON VILLAGE '0' x5o Rd The Ivy Inn Q John Paul Jones O my Rd � ©Shenandoah Jot, SITE LOCATION St. Anne s-Belfield POPLAR GLEN School xso e ♦�FS LEWIS = 4,, MOUNTAIN z ® ®St Thomas Aquinas Church VICINITY MAP 1"=1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN THIER TELEPHONE: (434) 533-0788 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 SITE PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOT PLAN C5.2 SIGHT DISTANCE PROFILES C7.0 STORM AND UTILITY PROFILES C8.0 EASEMENT PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS SE1.0 CALCULATED LIGHTING LEVEL PLAN rc.�r_�sDay:laa�y UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE: 250 GPD/1,000 SF = 26,600 X 250 GPD/1,000 SF = 6,650 GPD AVERAGE HOUR: 6,650 / 24 = 277 GALLONS PER HOUR MAX HOUR = 300 % OF AVERAGE HOUR = 277 X 3 = 831 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 831 X 2 = 1,662 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE: 26,600 SF X (250 GPD PER 1,000 SF) = 6,650 GPD SIGNATURE PANEL: APPROVAL DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING 8 ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD .BRIG W. J. KOTARSKI Lic. No. 0402048507 11I25/IG �q R N a 0 DATE 11/25/2019 DRAWN BY K. MELLON DESIGNED BV K. MELLON CHECKED BV C. KOTARSKI SCALE N/A LU 1U L.L_ LL U I__1 0 LU Y W Uj LL U LU W m 9 L H 43567 SHEET N0. CO.0 H E w 0 z GENERAL NOTES 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 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, AND ICC/ANSI A117.1-03. 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. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 36. SEPARATE DEMOLITION PERMIT REQUIRED FOR EXISTING BUILDING REMOVAL ALONG WITH UTILITY RELEASES. 37. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 38. 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. 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 (VOOT). 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). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. 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 TGOAM TO 9:00PM. 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. I& 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) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES, 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ROADS LEGEND �® TRAFFIC STOP BAR m STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB O CURB & GUTTER DRY CURB & GUTTER 0 PROPOSED PAVEMENT o PAVED DITCH - - JUTE MESH DITCH - CENTERLINE OF DITCH BENCHMARK . . . . . . . . CLEARING LIMITS -` R-1 VDOT STANDARD STOP SIGN - - 200 - -- EXISTING CONTOUR - 200 PROPOSED CONTOUR +240.5 EXISTING SPOT ELEVATION r TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes SEWER - g EXISTING SANITARY SEWER 6" W - 8 6, W- IT, �66"" �Wy}- 1" T WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) LWIMITOTUTre 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 Albemarle County Engineering Final Plan General Notes Page I of4 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 unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. AlI 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), RAIG W. J. KOTARSKI Lia No. 0402048507 II/25/Ici oq Vi 0 0 M 0 w u Z 0 in z 0 d O W X H z 0 d U w 0 Z O M R 71 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BV K. MELLON CHECKED BY C. KOTARSKI SCALE N/A I IN LU U 111-' 4 L.L LL U F__1 0 2: LU Y W Uj 0L U \W MW W 9 J a IJ `o Z� O Q ; as 'o W 20 I- RZ 0 aO Z rXI-T-YA SHEET NO. C1.0 i' L �E t0 BD WIDTH OG�J NTI pµ q a� STEEL CAP R—Yn' CONTROL JOINT SPACED NON -SLIP BROOM FINISH .4 E,p.LTH OF WIDTH OF ENTRANCE R.5 I RJ' LIMTS OF PEDESTRIAN:® _ ® LIMITS OF PEDESTRIAN AT WIDTH OF WALK ppA'O4T 94 O ExPAY510N JONT d AC ESS ROUTE NON -TRAVERSABLE ACCESS ROUTE ... Y - VARIABLE WIDTH' m UNPAVED BPacE uNPAveD SPACE p MAX. CROSS SLOPE 2 9yf0 scF°Ex•.y C DLU e^ CIA. STEEL PPE --I• hr-. • , EXPANSION JOINT AT MAX OF 30', WITH p L' Exlsnnc DR PROPos6o " W& WIDTH OF FILLED WITH .:Y~., PREMOLDED EXPANSION FILLER _ OCHAIGWJ.KOTAR%Kt9 SDEWALk OR SIDEWALK SPACE C �� ' \..z Lit No. 04020,18507 CURB INCLUDED IN u i CONCRETE AND , , EXPANSION JOINT ENTRANCE CUTTER u y _ _ _ POWDER COATED I, w A ® aF' 3.5' } (COLOR TO BE " A� I/25/IG B JC NON-iRAVERSPA E a LIMTS OF PEDESTR Ml OWNERSELECT) BY L O�iGN�G V, LESS ROUTE CE55 ROUTE I A J a PEDESTRIAN ACCESS ROUTE DETAILS WITH & CONCRETE GONG WALK 4" 3,000 PSI AIR -ENTRAINED V✓ FLOW LINE w ° WITHOUT UPAVED SPACE PAVEMENT PATCH /// COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER t w ENTRANCE WIDTH ADDITIONAL RIGHT-DF-WAY IS REQUIRED IF THE LIMITS I, 3„ • • • " p 0 E LINTRANLE MINIMUM t6' OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING ✓ - 01 1! EXPANSION Jowl aE IFBsowTE MINIMUM Iz. OR PROPOSED vooT RIGHT -OF w s e r DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS N 'Mir c EDGE OF PAVEMENT A ` " NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN j E ® PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOQs A ACCORDANCE WITH VOOT STANDARDS. w y E VN rB 31_fCTED, STABLE, FIRM AND SLIP RESISTANT .p', -o. PAiry CONNECTING ALL ACCESSIBLE ELEMENTS OF A 1 . ' H' 3'5• • r r • r • r - Z > A� FACILITY THAT CAN BE APPROACHED, ENTERED AND°'. •e. C. <•• \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - H W S HALF PLAN ussD By PEDESTRIANS- "'a .e.,. 2'-0"DIAMETER /.��� �������������������/�/ ��/��0�xox�\ r„�A 3: 3,000 PSI AIR -ENTRAINED I, LL o 3 ♦ IF PEDESTRIAN ACCESS ROUTES (A ME BEING CONIC. FOOTING CONCRETE SIDEWALK PAVEMENT SECTION w 0 PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH Is a COMPACTED SUBGRADE 4" 21-B STONE REQUIRED WITH A MAX 2/ CROSS SLOPE. SECTION a B-B I Q J U m Z WHEN USED IN CONJUNCTION WITH STANDARD 2" MINIMUM CONCRETE No Scale w w — � O STANDARD OR CC -TO E CURB FADE ON THIS 2'-O" BELOW STEEL PIPE CONCRETE SIDEWALK JOINT DETAIL STANDARD Is TO HE ADJUSTED To MATCH EXPANSION JOINT WITH `o a O THE MOUNTABLE CURB CONFIGURATION. UNPAVED SIDEWALK SPACE PMABOMC .Z-, Y m IY SPACE cureVE'M, No Scale PREMOLDED EXPANSION 3 m a w NORMAL GUTTER ® ® -- ® . • BOLLARD DETAIL FILLER, "ZIP STRIP" OR o a w o _•� �• xoxro lox CHANCE •vo eo No Scale EQUIV., SEAL WITH v&e e•�o. =�e•s ee=8e%"=`ea'e a>e•so BE56tyID fES6iY® 1/4" SEALANT i u > O SILICONE SEALANT PAii C PAiiM NON -SLIP BROOM FINISH ~ c'^ N V AGGREGATE BASE CLASS A3 I I.ES.I CONIC. SECTION C-C CONCRETE BUMPER BLOCK .5., ry W WF 6x6 W2.9xW2.9 L�i TYPE IszE 216 � ANCHOR WITH 5/8" REBAR m M w MAAI. 5'-0" A POINT of GRADE CHANGE IMBEDDED 24" IN GROUND 2" �' v 12 ; MA%. SLOPE IN J HANDICAP SIGN ® ® o w F R CURB AND GUitER ONLY N1 A. x : 12 x MnxluuM INCREASE w SLOPE ai MINIMUM D' INTERVALS °' ' LOCATION (VAN) , 10" 3,000 PSI AIR ENTRAINED PORTLAND tO ~ FDR SNEwALK CURB AND GUTTER ' " ° • N. HANDICAP SIGN BUILT CONCURRENTLY x x : 3 x MAXIMUM DECREASE w SLOPE FOR FIRST 10' INTERVAL AND ; o, e • •e / ' CEMENT CONCRETE B % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM t0' INTERVALS • u. =. a e . o // LOCATION (TYP.) SECTION A -A "• PmTy MKTY Uri SECTION OD-D - TFINISHED WRE- - 6" TYPE 21A STONE COVER z 0 0 o TOWAWAYZpE o\VDOT SPECIFICATION EDGE OF STANDARD ENTRANCE GUTTER REFERENCE EOP /\RQAo ano BRIDLE sTAROagps PAVEMENT /��/�,�.Y \\ /� / /\ COMPACTED SUBGRADE (CBR 11.2) o ET I OF 1 REVISION DATE 502 PAINTED 18' 18' VAN zPER 2% M 6'ABOVE ACG'61t$E6'ABOVE203.03 07115 VIRGINIA DEPARTMENT OF TRANSPORTATIONVDOT 4" FINISHED ___ p cc-x 4" SPEC. PAINTED GRADE GRADE r/. -� w STRIPE \ . ` DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 9, (TYPICAL) SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR -- _ a o NOTES: 8' 5' 8' 11' 5' �� PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING z 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. TYPICAL VAN SPACE INDICATED ON SITE PLAN- SIGN SHALL BE ALUMINUM (PAINTED WHITE) HEAVY DUTY CONCRETE SECTION G DATE 2. CONCRETE TO BE CLASS M IF CAST IN PLACE, ACCESSIBLE ACCESSIBLE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL 4000 PSI IF PRECAST. No Scale Y 1111II����� �w �II T. R HANDICAP SPACES REGULAR SPACE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 3. CURB HAVING A RADIU3 OF 300 FEET OR LESS I� j 1112512019 (ALONG FACE OF CURB) WLL BE PAD FOR AS O RADIAL Cure. —,—y } DRAWN BY 4, THE DEPTH OF CURB MAY BE REDUCED AS MUCH VH. JILiIN FUK I Fit UlbA LLU UN U.BU UAUUt ALUMINUM. UULUKJ: GKLEN I'M n�rnrll 11V A.vry VrtC 1 wrtrnx.� AS 3" M' DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM D D; = BORDER B.LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. COURSE-SM-9.5A K. MELLON TYPICAL PARKING SPACE DETAILS " WITH THE TOP RE A OF CURCOURSE COURSE OF THE PAVEMENT F T PAVEMOMMENT BE e A. p D �' 3.0" INTERMEDIATE BASE COURSE - BM25.0 DESIGNED BY O OTHERWISE THE DEPTH IS TO BE 1B" AR SHOWN. ♦ IS" AS NO ADdUSYMENT IN THE PRICE BID IS TO BE MADE FOR A DECREAST! OR AN INCREASE W DEPTH. • : e D D N No Scale PARKING SIGNS FOR THE DISABLED - - '_ `= l g "' SURFACE K. MELLON CG-2 S TO BE USED ON ROADWAYS MEETING 5' d d No Scale - 8" TYPE 21-B AGGREGATE SUBBASE COURSE • WE REQUIREMENTS FOR CG-6. AS SHOWN IN, APPENDIX A OF THE MOOT ROAD DESIGN MANUAL, D' D •"D N THE SECTION ON CS URBAN STANDARDS. e e • CHECKED BY -- -- - --- - T - BASE tX1811NG 1'AVtMGN I F'KUHUA"tU HAVhMtN I/, v� /1 C. KOTARSKI D D�'D g SIGN .iA/ �-: AiAiAiA> e A > SAWCUT THROUGH a STD. U POST SCALE D!� T D•� 0 D a MATCH EX. CROSS COMPACTED SUBGRADE ' n.' e' O EX. SURFACE SLOPE UNLESS OTHERWISE GALVANIZED NIA L2" RADIUS COURSE x SPECIFIED ON PLANS w 8 REMOVE w DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS d_ B„ PAVEMENT PROPOSED p', . 2' MIN. d. SURFACE ( n n D•E E D. m SURFACE 2" * COURSE `J e . d - HEAVY DUTY ASPHALT PAVEMENT SECTION z EXISTING 6' No Scale ;d D d D n °. BASE PAVEMENT D D ,' D. • nm `" POST TO BE Q - i .DRIVEN ` SUBBASE MILL EX. 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A J SURFACE COURSE I-1 B" SAWCUT EX. BASE COURSE - iz•• EDGE OF PAVEMENT AGGR. BASE i. 5 - 8" TYPE 21B AGGREGATE BASE COURSE ACCEPTABLE ALTERNATIVE NOTE: PROPOSED PAVEMENT MUST TIE COMPACTED SUBGRADE " IF CURB IS EXTRUDED IN WITH EXISTING PAVEMENT w s -I-_ 9 SPECIFICATION VD T C. REFERENCE STANDARD 611 CURB ROAD AND BRIDGE STANDARDS DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS IH 105 REVISION DATE SHEET i OF 1 PAVEMENT REPLACEMENT JOINT DETAIL SIGN AND POST DETAIL L1L, sOz vIRGINIA DEPARTMENT of rftuNsaoRTAnoN zoLot No Scale No Scale L.L� N v "° WP_2 LIGHT DUTY ASPHALT PAVEMENT SECTION O Z J a No Scale NOTES Q > 2. CONCRETE TO BE CLASS AS F CAST N PLACE. w o IF1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING> a {000 P51 PRECAST. 12"x n M EDGE OFT EXISTING PAVEMENT 3. OF RID FEE CURB & SUTTER HAVING A RADIUS ,hs DETERMINED IN FIELD, 7-1/2" Z `o E OF SHALL FEET OR LESS IA RACIAL OMBI OF CLRBI 8' LENGTH 0 Y SHALL BE PAD FOR AS RADIAL COMBINATION �I 0 c CURB & GUTTER. 0.5' FROM EP Q U Z a 4. FOR USE WITH STABILIZED OPEN -GRADED DRANf TACK COAT THE PROPOSED Q 3 LAYER, THE BOTTOM OF THE CURB & GUTTER CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 5" Lu E. cgAI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF -------------- a O THE PAVEMENT. Q V J y m 5. ALLOWABLE CNREWA FOR THE USE OF CG-6 EXISTING SUBBASE PROPOSED. SUBBASE ANCHOR WITH B/B" REBAR F w u0 IS BASED ON ROADWAY CLASSIFICATION AND IMBEDDED 24" IN GROUND; w - z 2"R DESIGN ROAD SPEED SHOWN IN APPENDIX DIX A F ______________________ on N MANUAL COMPACTED SUBGRADE 2 PER WHEEL STOP Q O E ri ON GS URBAN STANDARDS. ' a CONSTRUCTION JOINT DETAIL Z10 5 o io ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS O_ Y'T ® PROPOSED MINIMUM 11/z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) w O 9 • • x MINIMUM 12 INCHES, OR GREATER AS NECESSMt9 v i0 -UT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS N D • D D o D a D e A5 DETERMINED BY CORES (SEE NOTE 31 w N 3 PRECAST CONCRETE WHEEL STOP o o NOTES: No Scale W FA Q — — • D D D - D=D -- 1. ASPHALT PAVEMENT BUSHING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, '$ $ (D 22 THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. w '0 F TXE BOTTOM CF TIE CURB A10 SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. t CUTTER MAY SE CONSTRUCTED 6 3 PARALLEL TO THE SLOPE OF 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE t0 DETERMINE THE TYPE AND THICKNESS OF EXISTING SUBBASE COURSES PROVIDED A PAVEMENT LATFAS, THESE CORES SHALL BF SPACED NO MORE THAN 50D FEET MIT. I I I _ o THIS AREA NAY BE CONCRETE TIMINIMUM DEPTH OF T' C THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF I'/ INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE R •>• In A CD AT WE OPTION OF E CONTRACTOR IS MAINTAINED. PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY TIE ENGINEER. '^ 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS SLOPE 01 0 m AND EFFECTIVE SURFACE DRANAGE °1 IS p 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER_ w v7. FINAL TRANSVERSE PAVEMENT TIE IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS • 6" w IJ y) AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAGHTEOGE IN ACCORDANCE WITH THE REONREMENTS DF SECTION 315 OF THE '+J FP `o N SPECIFICATIONS. Ica 0 15 a i0 a JOB NO.ED °u m$ n SPECIFICATION `VDOT �VDOT SPECIFICATION 43567 A c R"E"`"`E COMBINATION 6" CURB AND GUTTER ASPHALT PAVEMENT WIDENING REFERENCE ROAD AND BRIDLE srANDARDS ROM AND BRIDGE STANDARDS SHEET NO. ag 0 105 REVISION DATE SHEET , DF , SHEET , DF, REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC J15 CURB TRANSITION DETAIL C1.1 66 1502 VIRGINIA DEPARTMENT OF TftpNSPOftiATION $01.03 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION No Scale r € L V-O" (TYP.) CO Q W O Z 'A BVI Y R TYPICAL SECTION RDNENSONS MY VARY WITH MANUFACTURERS OESMN) GALVANIZED STEEL STEP ST-1 N4 DR. S 60. R MSTMcwD ROD MORMOTD Ix TEMS:PPROVED BY THE BENGINEER U MEMPON MY VINT WITH MANUFACTURER'S DESIGN) CA TERUC RRUM RESISTANT W N4 RBNFORCUNG ROD CAL SECTION NOTES= WITH {'0'SOR GREATERUNLESSOTxLHERW6ECNOTED TE PVN9.O PROTRUDE 4%" FROM INSIDE FACE OF STRUCTURETPS MAXIMAA STEP SPACING TO BE 16" C-C. STEPS SHALE WITHSTAND A MINIMUM FORCE OF SIX POUNDS WISH EXTENDED 4/x" FROM THE FACE OF THE SUPPORT. SOPS ME TG HE UNFORYKT SPICED FOR THE ENTIRE DEPTH OFµM`Y STRUCTURE N PRECAST LETS STEPS MAY BE CAST IN PUCE. SYJRTAAEp INTO HOLES PROVED) BY THE FABRICATOR. IXt DRIVEN. • MNIMM OF 3" EQUOPENT STEPS DIFFERING IN ONENSKI CIXFlGUMTICN OR MATION&S FROTHEMNNMMTHOSE SHOWN MAY &SO AEET REND REI£NT3 SHOWN IEROON AND THE CONTRACTOR TTES FU THE WITH DETAILS CERTIFIED TEST REPORTS OF THE PROPINED SUBSTITUTE AND HAS THE Et T E U WRITS. AW0.0VK FROM THE ENGINEER FOR THE USE BECOMEPRO'V OF SUCH STEPS. IL STEPS INSTNI TO SHILL HE PROVEN WITH SOP-RESSTANT MUCH! T NOT UNITED TO. CORRUGATED KNURLED. pRF�s XPS ALLNMUM MPS SHALL BE FABRICATED IN ACCORDANCE WITH AST. 6221.&LOY BOOS-T6. THAT PORTION OF THE STEP ENCASE) IN MASONRY MASONRY SHNBE WN UNIFORMLY COATED WITH A BITUMINOUS, SOLVENT TYPE. ASBESTOS MENTEDA COATING CO PO MING TO FECERK 5� BPEUFlCATEHI ALUMINUM STEP SREFERENCEC" `VDOT STANDARD STEP ROAD AND MIDGE STANDARDS_ VIRGINIA DEPARTMENT OF TRNISPORTATgN REVISER DATE 51EET 1 OF 1 OR.Oe AERT VLETS A4A NOTEST \� SHAPING OF MANHOLE AND INLET INVESTS INACCORDNRCE WITH THIS DRAWING 5 TO APPLY TO THOSE STRUCTURES 6PEOFED ON PLANS OR WHERE INVERT OF WE 5 ABOVE INVERT OF \ , SCOFF TD TO pRNH INVERT CF STRUCTURE. �j OITLEF PPE t MANHOLE OR DROP MET 5 TO BE FORMED MID CONSTRUCTED N ACCOROT SE WITH STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS OETNLED HEREON 5 i0 CONSIST OF A AS DETAILED A PORTLAND CEMENT CQVCRETE MIX CONFORMING TO CLASS AT OR v CLA55 C1, EXCEPT THAT 251 OF COARSE AGGREGATE MAY BE UP TO 4'IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK. BROKEN CONCRETE OR BROKEN CONCRETE BLOND. THE SURFACE I I �. SHNL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. (NNE M OF THE COARSE AGGREGATE SHALL WOMAN EXPOSED. a , DETAILS OF INVERT SHAPING AS SHOWN HEREON ME FOR EXANIME PURPOSES ONLY. EACH M NPIPLE OR DROP INLET 5 TO BE SHAPED - FDI=Y TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND MOW LANES, SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES ROAD AND BRIDGE SPEC CATCH STANDARD METHOD OF SHAPING PEC LATE GIEET 1 of 1 REW6gN )Are MANHOLE & INLET INVERTS 3orz tl6.06 VIRGNIA DEPARTMENT OF TRNSPORTAI%NI FOR YSE ON ATRApF➢ AXGF ONLY REp.. OR WAL IPROG IN WXLm4 Y. f.•A- TfF M ArATm mnxm r DUAL SERVICE 1'WMFRESBDX . Ve M. PPE PGU,. ON APPXOIEp E9VAL P TTPE Tl• WPr cIPPR ROX us ON �AFTAIxD MxMN FAMLY AN IIAIWIIIXM AkIER l6 NOT PUPYYGO, SINGLE CECE 11)WIFS EI J. [N PING PIPE. TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS FIG. W-6A 0 ® 4. M' MN. �6•MN.is IF VE'� Caw FOR GWPWNO WE R) A. . 4. .. a (mr FM COMPOUND WEEK) is MM. ]T WIN. 1 mm. NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2 MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C 0 (V o A` Co A- GO 45' CHAMFER L BOLLARD (EXTERIOR) (TYP.) A. . ° n / F� %1 ®I 1 lw lI A. <I 4 R A°8 • A e aM a °4aA ) 1/"2'-0 ti ° NA^ . . a ° e / A 21'-0., STEEL BOLLARD (INTERIOR) (TYP ) 6'-0" (TYP.) 1'-O" (TYP.) B REFER TO ARCHITECTURAL PLANS FOR ENCLOSURE DETAILS STEEL BOLLARD (EXTERIOR) (TYP.) DUMPSTER GATE (SEE DETAIL THIS SHEET) DENOTES DUMPSTER (2 PER DUMPSTER PAD) LAYOUT 4X4 6/6 WELDED IRE MESH L2„ W Ti6 CLASS A3 CONIC. MM/ 4" 21A STONE COMPACTED SUBBASE DETAIL - CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Z_ 17 - 1' a F ¢ 1 x6x6 TREATED BOARDS BOLTED TO IRON FRAME ... ........ .N. . ... ... .. .. .. .. .. .. ... II II \I �.� 2x2x3/16 J ANGLE IRON FRAME DETAIL DUMPSTER GATE DUMPSTER PAD & ENCLOSURE DETAIL No Scale METAL INSPEC77ON FRAME W/SOLID LID (NEENAV H R-7975 OR EQUIVALENT) .3"CONCRETECOLLAR CRUSHED STONE BEDDING :iiIII51107111-1UdTi7PiP OFLINE CLEANOUT DETAIL No Scale FENCEBOARD POST RAIL VM" POST @6'0.1 C. 1"xB" FENCE BOARD - DOG EARED MANHOLE PVC CROSS 2J' STTOP . COUPLING LING PRE STRAPS SPACESESS STEEL) SPACES EVERY t VERTICALLY �90' RESTRAINCO NOTE REQUIRED, MANHBLE 'PROVE➢ FLEXIBLE FARMER E PLAN PROFl E MIN. 6' BEDDING WITH Nd Be STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BYTHE ACSA, BUT SHALLNOT BE LESS THANTWO (2) HET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SLOMTHE SAME ASTHE INCOMING PIPE AND CONNECHMM THE DROP FITTING WITH STANDARD GASKETIOINT. 3. VERTICAL DROP PIPE SHALL HE MAPPED TO THE MANHOLE AT PIPEJOINTS MAPS SHALL BE MADE OF 6TAINLESSSTEEL. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROMORGY CONNECTION DISCHARGE POINT TO SPRING UNE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FTTING SHASLBE ORIENTED AT45 DEGREES, INTO THE ROW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED MR A SINGLE 1W OR 12" DIAMETER DROP CONNECTION, OR TWO S" DIAMETER DROP CONNECIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 G fiE➢ CROP WJWLLE PVC [R06S B' USE 0 6' GASxEIED GAS cIRPLMD o Br PIPE STRAPS (STAINLESS STEEL) WRONG EVENT o B' VERTICALLY �90- RESTRAINED NOTE, MIN. 60' DIAMETER MANHOLE REOUTRED. APPROVE➢ FLEXTR E RUBBER O@ E T ^ , PIAJ PROFI E MEN 6' BEDDING WITH NO, 69 STONE L HEIGHTOf THE VERTICAL DROP PIPE WILL BE DETERMINED BYRE ACSA, BUT SHALLNOT BE LESS THAN TWO (2)FEET. L VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SUEO THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETIOINT. 3. VFR➢CAL DROP PIPESHALL BE SIRAPPEOTOTHE MANHOLE AT PIPE JOINTS STRAPSSHAR BE MADE Of STAINLESS STEEL 4.5HAPE INVERTM NEEDEDTO PROVIDESMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING UNE OF MANHOLE INVERT, S. DROPCONNECTION DISCHARGE FITTING SMALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTAULMATBO DEGREES FROM THE ACCESSSTEPS. J. MINIMUM J2" DIAMETER MANHOLE REQUIRED FOR ASINGLE 10' OR 12` DIAMETER DROP CONNECTION, OR TWO B" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. no, S-1-G2 EMBEDMENT SPRING PIPE I 1 NO. 68 STONE - - AINING BACKFlLL SHALL CONTAIN ROCK MATERIAL ^ER THAN 5" IN ANY NSION TIAL BACKFlLL* OR S) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER 4UNCHING -DOING 5" max 4" min )UNDATON (SHALL BE -QUIRED WHEN SOIL )NDITIONS ARE UNSTABLE CONCRETE FOOTING NOTE 3,000 PSI @ 28 DAYS NOTES: - ALL LUMBER TO BE PRESSURE TREATED, 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VOOT RIGHT-OF-WAY SHALL BE SOUTHERN YELLOW PINE. BACKFILLED FNTIRELY WITH NO. 21A STONE. - ALL FASTENERS TO BE GALVANIZED. 2: FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED 4'VDOTB57 STONE AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 58 a_ STONE SHALL BE PROVIDED' 1 "DIAL. 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' SCREENING FENCE DETAIL TYPICAL SEWER PIPE INSTALLATION IN TRENCH No Scale NTS FIG. S-3 i Y PLACE 5' GALVANIZED " WITNESS" POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED, MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL BmFY:IaN=a:n.:� I�'wr A- ADJUSTABLE TRAFFIC RATED u 1 VALVE BOX W/ TRAFFIC LJ n --T M.J. GATE VALVE WATER UNE 4 25M P.S.I. CONCRETE '8 2'x 2' BEARING AREA THRUST BLOCK n A. A NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- V1LLE THREA➢S WHICH IS 7ME LOCAL STANDARD. LENGTH OF BRANCH VARIES MIN 2' TO ID' (z7oy (2 I i6"-22" / cu. FTl If7 Y I .,�.F 3VAI q6B STONE 6" GATE VALVE 2500 P.S.I. CONCRETE BASE AND THRUST BLOCK AGAINST UIN ISNRBED STABLE SOIL. STEEL PILE III WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL. IN ADDITION TD POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3 FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 0. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATOR. IF REWIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SMALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. III REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTAL BACKFlLL* 8"MIN (6" LIFTS) EMBEDMENT + THOROUGHLY COMPACTED SPRING LINE BY HANG OR APPROVED MECHANICAL TAMPER OF PIPE O HAUNCHING NO. 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFlLLED ENTIRELY WITH NO. 21A STONE, 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 6" RAIG W. J. KOTARSKI Lic. No. 0402048507 II/25/IG oe m E O N O N C > E E W 3 ¢ W o E 1 U6 i ry O 2' L M Z u m O EC P, ME O N N d ry V W Y Of ti 30 'nQ Gv w LL W O G n m y N Z O iV >vm ND N vm K D v LCD HW- Of O (D 0 H WWE W r a Z 0 Ln DATE > 1112512019 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE N/A • a I -I D I� W uj .V! OU_G. LL_ Li- Vi O Z _1 -6 Lj > U z o 0 u O Z [ IlJ WJ va Q vJ �O wRa GD I- 2 z zs Z "-8 Y 9 Ca OLu(D 3 uj U01 mL Lu \ is I C. 3 / v o = 15 ui E B IcaE `w - a m $a JOB NO. °M E ]3567 m SHEET C1.2 H r E L ACO DRAIN u 2 E Y Z w O Z April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) Page 61l Otl3Htl � XaOM �T OtlOa OY3 to OYOa �T 3NY 13N0 ' 3rRMfe doll of - ----• 1 _ GZD 2 N) 03ayd3ad 3e -�T A9i 500± + I ►7 • //J • NOLLVJ.S N30 DV l:J / m 50' -100' O o _SEENOTE4 �\. 80'-120' SHADOW VEHICLE IL REQUIRED p JFSOE.NOTE 4 •00' •LAGGER STATION SEE NOTE 2 • SEE Le NOTE 1 0 + 009 I z W20-7 w SEE i INOTE 1*, S1 .AR W3-4 SEE Slop SEE NOTE 9 PORTABLE NOTE TEMPORARY I gUNaIE 1 W20-V26 RUMBLE STRIPS min SEE NOTE 14 SEE NOTE; SEE ANr91D OPTIONAL It NOTE 1 ( ) OAHEAD VJ2G-a SEE AD WORK W20-1 AHEAD 1: Revision 1 - 4/1/2015 Page 6H-54 April 2015 Typical Tragic Control Nan -Stationary Operation on a Two -Lane Roadway Using Floggers (Figure TTC-24.1) rH2TES Guidance: 1. Sign spacing distance should be 350'-50O' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph.. 2. Care should be exercised when establishingthe limits o the work zone to insure maximum possible f sight distance in advance of the flogger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 611-3. Generally speaking, motorists should have a clear line ofsight from the graphic flagge r symbol sign to the flagger. Oonom 3. Where Right-of-Wav or geometric conditions prevent the use of 48" x 48" signs. 36" x 36" signs may he used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 611-3 on Page 6111-5). 5. The Flagger (W20-7) symbol sign shall stay within % fnile of each flogger. Guidance: 6. Additional Flogger symbol signs should be placed at Y mile intervals and either erected by the approachingflagger, or taken down as the operation proceeds past this point. 7. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that :queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary tral control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 far additional information on highway -rail crossings). 8. ff the queue of traffic reaches the BE PREPARED TO STOP (W3-4) sign, then the advance warning signs should be readjusted at greater distances. Standard: 9. AN naggers shall be state certified and have their certification card in their possession when gfl performing Nagging duties (see Section 6E.01, Qualifications for Flappers). 10. A shadow vehicle with at least one amber rotating, flashing or' oscillating lights shall he parked 80'-1201 in advance of the first work crew. 11. The maximum length of the work area shall be two miles. 1: Revision 1 - 4/112015 © KNOW Knox -Box' 3200 Series rer•,a^„=^•.•.. HINGED DOOR MODEL Recessed Mount High Security Industrial/Government Key Bole All We Range Fr an Vfew Sol Mount CE now The number one high -security, KNOX-BOX" is used for most commercial applications Including businesses, schools, govemmentand public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access cards and other small items necessary for emergency access. The hinged -door 3200 Series KNOX-BOX is more convenient than the lift-off door version because It allows single-handed operation and opened or closed, it's all one unit. Features and Benefits • Holds up to 10 keys and access cards in interior compartment • Ensures high security. Box and lock are ULO Listed • Includes a Knox -Coat® proprietary finishing process that protects Knox products up to four times better than standard powder coat • Resists moist conditions with a weather resistant door gasket • Hinged door allows single-handed operation • Colors: Black, Dark Bronze or Aluminum Weight: Surface mount- 8Its. Recessed mount - 9 Its. Options • Alarm tamper switches (UL Listed) • Recessed Mountie Kit RMK for recessed models only 9 ( ) Y • Inside switch for use on electrical doors, gates and other electrical equipment Heavy ll8" Thick 5tahmose Splatters Steel Steel ark cover Doar Hinge Hole for 19 tamPerxal la, solid plain steel door Minh gasket �S1a ,zceyl housing 3200 Surface Mount Front View Side View 7"WIDE - 3 DEEP - a' HIGH -(ruersed mcdelonyl 1/4 it 7" x irlange ,a ,,, m,ne ply) 3-3/4 3200 Recessed Mount Ordering Specifications Tuinsurepmcurementanddeliveryofthe320tlSeriesKNOX-BOX, Bissuggested that the fallowing specification paragraph be used: KNOX-60X sudacehecessed mountwith hinged door, wlih/without 11L Listed tamper switches. 14" late steel housing, 12"Ihick steel door with interior of seal and shunlesssleel door / l P 9 B hinge. Box and lock UL Listed. Lock has tl8" Ihick stainless steel dull cover with tamper seal mounting capability. Exterior Dimensions: Surface mount body- Fly tl x / Y Recessed mount Mange- TH x TW Lock: ULListed. Double-actlon rotating tumblersand hardened steel pins accessed by a biased cut key. Finish: Knox -Cool proprietary finishing process Colors: Black. Dark Bronze or Aluminum PIN: 3200 Series KNOX-BOX lures mt.ID) Mfr's Name: KNOX COMPANY KNOX COMPANY •1601 W. Deer valley Road, PboemX, At M027 • (800)552-5569 • Enh 587-2300 • But (623)fi87-2299 • Web:..XpOxlpklm • E-male inloOXnoxbox.Im One meter channel A.3TII c." - 13.96'1ue3mm1 L BI'1300mm1 S >el 12&I'Sam, 1L01'ID]mml „ 1 t 1nbT 1535mm1 19.fi9"IA]mm _ 6mneomml ua'cum sml _ L oelaamml 0* Kreac&ouls included on every 5th channel Half meter channel Top _ 19.fi9"IG.S metes) - a L M - Q S N R 0 P T Outlet Product Outlet slu (xch. 40) Inv De A Bottom outlet-SK3-00 6"round 11. A Bottom outet. SK3040 6" round 19. B Bottom aubehSK300 Be round 11.81" 748 1.67 e Bottom outlet- SK3-040 8" round 19.69" 966 2.15 C End outlet-SK300 6"round 11.81" 364 0.81 C End outlet SK340 6" round 19A9" 500 1.11 D End outlet-SK310 S"round 13.78" 681 1.52 D End outlet SK340 8" round 19.69' 863 1.92 E End our SK3 10"round 15.75" 1116 2.49 E End outlet SK340 10"round 19.69" 1304 231 F Type SK3 4" round 29.80" 287 0.64 G T SK3 903D Type 4" round 36.29" 319 0.71 II Type SK3 903D 4" round 11. 1 Type SK3 903D yp 6" roue d 36.29" 36.29" 707 707 1.57 1 Type SK3 round 0.62 K Type SK3 903D 4" round V 34.87" 312 L Type SK3903D "r u 6 round 29.15" 29.15" 626 6 fi 1.40 1.4 0 M Type SK3903D 4" nd rou 8. 9" 2 5 2 1 8 0.63 N Type SK3 6" round 35-72" 1.57 O Type SK3 903D 4" round 35.72" 316 P Type SK3 903D 6"round 36.28" 701 1.56 Q Type SK3 903D round 34.78" 23 236 2.54 It Type SK3 903D 6" 6" round 34.78" 690 1.54 x Type SK3 4"round 276 0.69 T Type SK3 4" round 34.36 34.36 310 310 0.69 April 2018 End Cap i}..i FB 0 14 76"(375mm) •� 16.7T (425 rout 18.70" (475 mm) *.A 20.67'(525 mml a5► •I.x V .ti Total capacity, =15.59 gallons Type 904D In -line catch Wshk V Net.: I.esacanbecul tpW In 1'125mm1 I� mnmenlz V/ 2,rwlmum rap+cilr Ml hi 2702 gale.. !� 3. Am IT 1300mm) to At nclathd upea lsn. 4 0 W et nw M. wad ee hylmr due ct ACO6al. OecnautltlepNtands. ONce 1pr roue darts. O amSam -r a D & 6",pe•am0 5[h.4tipipea C- - J L 1.2SOamm1 www.ACOD4aiu.w ACID DRAIN PowerDrain - S300K iron edged channels asserted. No. ImM Inchesd mete' might lbw. SK3,00(hrmHntdrphbhannd-39.3r 1mR' 69041 11.81 300 140.0 SK3l Sloped channel-39.37-Qre 69WI 1201 305 140D SK12 Sipped=6 39.37'(10 69002 12.20 310 141.3 SK33 Sloped cram 6P 39.37-t1re 69003 1240 315 142.8 O SK34 Shred ehamle. 3937.11m1 690m MW 320 144.1 Sale Sloped channed 3937'umP 69005 12W 325 145A • 'Pes SK365wped channe Del 690M 12.99 330 14.9 4aej SK17&old mvhpJ 3937-0,a) 69007 13,19 335 1482 SOP 8K3E tleMmtl 3931'tlml 690M 1139 3W 149.5 r� v SK39 Slpp haticnnel 39.3insureIlml 699 13.50 345 150.9 $K3103bpetl chancel-393T I1mP 69010 13.78 350 152.3 aar��maaJll 8K3-010 Comae.[ depth seasonal 3937"µmg' 69042 13.70 350 152.3 SK30303 Consumtphchmrel.1969•(O SmP 69045 13.78 See 84.2 ` SK11 I Swed channel 39.3T(tm) 69011 1398 355 153.6 !� $G}125bwtl cMmlel-393T Gre 69012 14,17 360 155.0 O SK313Sbpw chamall-393r(tml 69013 14.37 365 1564 SK3d4Sbpetcheall 39.3711m1 69014 14.57 370 157.7 [ 1� SK315 Shaped cM1annel-393TIImp1 69015 1476 375 149.1 �) Shal6 Sbaed cfeelal-39.37'Ilml 69016 1495 360 160.5 SK}p Skpedchamel-393rnm1 fi90V 15.16 385 161.9 ac318$bpinewcoel 193r aml GINDIS 15.35 390 163.2 Sa319SwcdCvmcll 393TRed 69019 1555 395 164.E SK120 Sbpetl cM1annel-39.3rllmla 69020 15.75 400 166.0 gee FB DaxHptlan Part No. Yngt Inethe dn's W@eddN. 0. SK125 Sloped channal 3937"I1m) 69028 47.32 a40 116.8 Sx329 Slapedchanne1 39.37-I1ml 69029 17.52 4a5 1763 SK330 9ppetl GnmN 3937'Unto 690M 17.72 450 179.6 6KMINDCaneamldepMehelmel-39.3r amp 69M 17.72 450 179.6 BKMMCNMendpOrlenrel-19.69'(O.Smµ' 69049 17.72 Me 300.0 SK331 Sloped channel 39.3]'(1m) 69031 17.91 455 180,9 SK332SIaeddanad 391 GNU 1&11 460 IM4 SK333 Sloped channel 3937.11 m) 69033 18.31 465 1817 SKII Sloped claried 3937'11M 69OU less 470 185.0 SK335Shaped NaneJ 39.37-IImF' 69035 18,70 475 166.5 SK3365epA olannN 3937'llml 69036 1fl50 480 187.7 Sl Sloped channel 39 3]-Ilm) 69037 1909 485 AGA SK3­39 Supped evened 3937'I1 as Non 19.29 A90 19a5 SK339 Sloped channel 39.37'Ilne 69039 1949 495 1913 SK34051opetlphannm 3937"I1mP 69040 19.69 500 1512 SK3-0WConemddepe Memel tria amµ GNU 19.69 500 193.2 N13-0493Cm depolahanM-19.69"(0.5m(' 69050 19.69 500 im.0 SK390301MreW renal Sol 37Ep 950 99.4 SK39pWMtre rAtt, h,ar Igfina" 69054 49,53 1E58 104.4 Serer 6900paala pests nsn NOW! too FwlahtraPrdshpM 910A6106avns 90654 l2 SK3channelUrn-lleecap, 96927 1969 550 25 SK3damelhffi,wer,pat 97479 - - 49 953-020 Contract teeth seems[ a .3I mF 69044 15.75 4C0 1fi6.0 Goeranwl on 01318 03 9N30303 Cartult WplM1 aBsmY.19:69-w.5mpl 69047 15.75 40P 920 W week created gabs 02445 50.0 OS1218bced channel-393rure 65021 1594 405 1673 w eacckimnlasdtudell AllAelates 96933 - - Sao Seal Sbpetl thereat. 393TIIml 69022 1614 410 168.7 SK3dK5khdn4-0pp GNU age •l\1 SKII Sipped channel 3937llml 69023 16.34 415 I70.1 y� second Sbpetl channel-393T one GN24 16,54 44 171.4 SK315 Slade hannel-3937"1tmR 69025 1633 425 172.7 Aj SX3265bpet Manner 39.3T Gee 6W26 16.93. 430 174.2 �i M127 Slawl channel-393TI1M M27 17.13 435 Has CU Non. •see, 1. This channel offers bottom knocko fd m:F&e"rpuM. 2. hwerts slow are ra le ¢nd; foreanak iovendepN ebtract son, (A.21 from male rem t(acept doors shapers Mae 4.11 be same as maw metric To cakllave overall channel deph, add 20mm (0.791to Insentient, 3. Catch basin depembly Includes grate, polymer concrete top, trash bucket and plastic base. • sees 4. Catch town assembly Includes grate, polymer Improve top, deep trash bucket plasflc riser and plastic base. v 5. See IT width duchy iron grate specifi[afion info for grate details. COI Specifications Faepr000f adgonall shall beat least l/4"(6mm)trick. YES General Decte add and alkali resistant YES Mat L.Son The surface drayage system shau be AGO Orion The normal clear owning shall be IT (accord down system shall be installed at The Peach Mcoeance Aid the manufacturer's installation PowerDrain S300K as manlrtactured by AGO, In.w Aft, all with of 10.24°(260mmu Pwast mils ImSWChOns and d mcOrnmmdaHOnS. an Noe appresed.(Add apprlriate grate - see grate order be manufactured! with ether an hrvM shape of spec inlorcna5onl. 0.5%or And neutral invert and have a wall Mkkmss of nd least 0.67' (l6mm). Each eft wdl temper a Ma]eHals partial rands in the trench bottom and a male So The trench system bodies shall be manufactured female interconnecting and preflle. Units shall have am perymer concrete with minimum properties as whixomal cast in amharing keys on the outside knows: want ensure rnaxlmum mechanical bor4 to he surrounding bung material and pavement surface. Compressde saengh: 14,000 psi The ductile iron edge rail will be hngmlly cast in by Flexural admiral 4,000 psi the manufacture, to ensure maximum bomogereiy Water absorption (9.07% between polymer concrete bodyalld edge rail Each SPEC Nor[M1eed Fades Office Wove $ales Office Sbuthurt sales Omer Pan... �) 9470 Plnecone Dr. 825 W. Beechcraft St. 4211 Pleasant Read In ® (� Mentor, Got 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 Tel: 1440) 63972M Tel:(520) 4219988 Toll free:(800) 5434754 Standard, Contact T Tall free: WOCI 5434764 Toll Free:(888) 4909552 Fax: (603) 802-1063 idericACODraiaus Fax. (440) 6397235 Fax: (520) 4219899 mevACODrain.us • O Aet. ® hall 19 ace: 1. eM ,heeb. .hasen-Mil h nil guassaw.Mw: WeraxiBawne F psyea rtwb Wi en, ahans Wla a., p,eW, meeeunMancl Near.yoe W..1pe-me,.A%Nermm^an10V<nfNllNmmlwmeulhdoh erAvreNNp[NLIb,Kaaxnua. MA. me. Ie1Prermegemmdw.th amniaeraae".Imum..110 April 2018 www.ACODredri U .BRIO W. J. KOTARSKI Lic. No. 0402048507 II/25/IG �e E 0 N O rvvi > E outw W 3 LLo O w�;� i j U m �k9a ��wa or LL OQ .p i Uc an ar, F a IA cm Ory a m a v coy Z O f f H Z O d U w LJ Z 0 In R IS DarE 11/25/2019 DRAWN BY K. MELLON DESIGNED BV K. MELLON CHECKED BV C. KOTARSKI SCALE N/A r 1 u z I� 0 J H W U LL LL U �I LU 5) I W LU I..L U W MW W an 9 an on J hch W r as C) `o _o ZO Q va �2 W2 0 22 20 T1- Zle L 43567 SHEET N0. C1.3 L nE 0 N \ c EXISTING WATERLINE (TO BE RELOCATED DURING IVYROAD SIDEWALK IMPROVEMENTS) \ \ \ \ \ems \ \ \ \ \ \ \ APPROXIMATE LOCATION OF RELOCATED \ \ \ \ \ \ \ \ WATERLINEAFTER IVY ROAD SIDEWALK CL IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY. \ \ \ \ l WATER VAULT 1�IVS PERMANENTVOOT / 0 O /M` UTILITY EASEMENT / _ ,. � s� _ \ �, _ !/ APPROXIMATE LOCA710N OF SANITARY PIPE, _ _ -�� - _ , ,��\ /geOUr STORM PIPE/STRUCTURE, CURB, AND SIDEWALK /07h, FZS PER IVY ROAD SIDEWALK PROJECT COORDINATION WILL BE REQUIRED. I TOP=568.87 TEMP. EASEMENT FOR ENTRANCE / / // '�� / � i \ \ \ ` - yw \ _ \ P INV 4"1N=56562 (W) SEE DB 5134 PG 766 SIGM \ \ � � - a., �VF'17F � ' INV 4"1N=562.70 (W) INV3'IN-564.45(SW) bypW�,POLE INV 6"IN=566.02 (S) �pP F5X \ . �, PPF7� INV OUT6"IN=5fj2.65 (E) #--.� _ OHU-- = - - I /\ PROLE POLE �PRF l\\ /.. PPF7 POLES �onU=� \ /V �I MHS I 6" PPF7 \� - ' - - 1 _ \ / \tea \ / TOP=566.26 1 S �� i `� ,�/'I R L WOLL=.\ \ SlV'N\.\ \ �` - sAH� INV87N559.B7(W) lyl Y c - - - - - - - - - - - �> ' i„�`.�-\ SIGl ,��''PF2326� 1'F7 \\ \\J.. SAIv 8"P(, INV 8'ff560.30(S) PAVEMENT-- v� ! YU,TC INV.OUT=559.96(EJ ��'� _' � ��'�>� ` �/� �� `�� \ > TMP 06000-00-00-03800 / l 0, j WEST END SHOPS-WESTLL-C- — — 74. 76 \ \ \ �v� \ / '� \ y, \ I 1 r D8 T805 PG 670 PERMANENT DOM/NA \ \ — �' �L — N \ \ z y4 \ h 1.42ES FROM RECORDED P ENERGY EASEMENT \ \ \ \ 20�RW / ce jI ce ig' \ 2246 IVY ROAD SEE DB 5134 PG 766 \ �;-------Z-' \ ,PB 248 PG`i� .y I O Y \ TMP 06000-00-00-03700 ✓OSEPH W & MARY JANE TEAGUE I 2 IIIf DB 775 PG 154 ?� If ZONE HIGHWAY COMMERCIAL F ` USE COMMERCIAL (MORTUARY) 1 N 1 j LANOSGABE_ I / U A 20"WALNUT11 BUILDING 72" E/ STONE AND WALL / % / / % \ / \ � TEMP. 1 / / 0� AC UNITS ~ / '/ EASEMENT FOR I , / t,0 FRAME p / ` f / CO ENTRANCE SEE DB 5134 SIGN / Rp ��� 5yP�/ i / .I PG 766 1 / I 04�-P \ _ - -_ _ _ _ _ -� 18-TREE 1 - q� YA________ I / - / / / MHS S / " TOP=579.44 / II /NV8"INPVC=573.40 ` %Sgo — INVOUT8"INPVC=566.66 — PPLE �I _ I aldsu;N All, ` 12" I— 0H4-- I _ _ _ _ // / /� STONE 1 ` j/t / //// LL TMP 06000-00-00-03900 Rp R /F WEST END SHOPS -EAST LLC POLE I BUILDING RO 1500' / / j/ - - - I DB 1805 PG 664 PP - 2STORYBLOCK RD N79"1504I / // ZONE: HIGHWAY COMMERCIAL I I AND STUCCO //W c p I USE COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) Rp C J S16 I TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 I 1 , - - _ _ - _ _ / / ✓lc s1G ZONE: COMMERCIAL OFFICE - USE: COMMERCIAL (OFFICE) R I _L _ I T - / -1 584" I I I \ 1 CO 20'SANITARY TOP=583.74 ----__ /NV.4"IN=574.95(NW) / / I I SD INLET -- ' \ SEWER EASEMENT / j o 1/ 1 I -1 1 I D8488 PG 624 INVB"INPVC=574.74 r 1 I 'TOP'=576. 08 I I _ /'I cn INVOUT8"PVC=574.89--/ / JVl 'IN 6'PVC=574.83 / / - 6� rVC� / � 0 1 I l V.OUT 12"RCP=574.44 / !_ GJa i I 14 / I ANGELAAG / /j - 11 U I I / PAVEMENT /l /SD INLET °j / 1 / ✓ TOP=583.30 / INVOUT 6'RCP=S'81.50 I _ CURB _ - - IPF BENT /I �a� // �gPN � FENCENI-5g5/ f x /' SD INLET 277 - TOP=576.19 00 IPF INVIN 12"RCP=573.79 N85"1644"W " INV. OUT 12"RCP=573.72 MHS ROD/F TOP=580. 64 - - TMP 06000-00-00-04005 /NV471N=576..24 oaR - - - - TMP06000-00-00-036A0 CHARL 0 TTESVILLE INVES TMENT INVIN2-2"PVC=577.79 - - STILLFRIED LANE LLC I PROPERTIES INV 8"INPVC= 575 84 DB 4709 PG 224 I ZONE.RI RESIDENTIAL USE RESIDENTIAL (MULTIFAMILY) 1 I I DB 860 PG 568 INV OUT=57576 ZONE: R 15 RESIDENT/AL USE RESIDENTIAL (MULTIFAMILY) SCALE 1 "=20' 0 20' 40' RAIG W. J. KQTARSKl Lia No. 0402048507 II/25/Ici oq H R 71 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE I"= 20' I L J Hi 0 H 9 O� Z O Uv L/ c z va In, '0 00, y =oN V� � X � w vpt 43567 SHEET N0. C2. 0 i' L 2 z 0 E i 0 � a EXISTING WATERLINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) APPROXIMATE LOCATION OF RELOCATED WATERLINE AFTER IVY ROAD SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY. \ \ REMOVE WATER VAULT S CUTPERMANENT VDOT �is _\ \sqVYRVqp 4/ APPROXIMATE LOCATION OFSANITARYPIPE.YEASEMENT STORM PIPE/STRUCTURE, CURB, AND SIDEWALK ':/07FZS PER IVY ROAD SIDEWALK PROJECT. h, �?L ��/ i COORDINATION WILL BE REQUIRED. ABANDON MHS TEMP. EASEMENT FOR ENTRAN,: i i \ i �� v s SANITARY TO 4"IN= 6 / ' REM 41 \ LATERALS AT lNV4"1N=56562 (W) SEE DB 5134 PG 766 ' _ 'SM,QI I \ - qh i \ T� SIGM 1 , ` v a., �FM MANHOLE /NV4"IN=562.70 (W) �.,. . C v sT 1NV3"IN=564.45(SW) REMOVE SIGNS � \�l / /, �'�I '�`� �� POLFm \-POLE INV.6"IN=566.02(S) RTOVE ,��,( Y , PPFl- INV OUTB"IN=5fj2.65 (E) srccl \ PROLE .�.� ,� / / s�4 SAWCUT N\ PPFf LE`� R --_oH� 1 r PPF1 \U I b FFF���SSS C _ - REMOVE _ _ _ _ _ \ -\ ��\pjU pQ. ---OVERHEAD I IJ 511 `\ POWER LINE TMP 06000-00-00-03800 / r' WO /V STEND SHOPS-WEST-LL4- 1 2 ~ pB 7805 PG 570 ' /9 , 1.42 ES FROM RECORDED PL i\ r O 51a' �22461VY ROAD - Qz� dj TMP 06000-00-00-03700 r 0 W .�p� SIGN\, uy SIGN ` CPPF232�J �6 - \ - _\ ( [/[_`, ,�` RFMO))VE S S �/�7 //( - \ 7 IN E9 !/vrvilN/y,v / \� \ YPP/'6�/2U IQR 7Y` vf/J,/✓„1LTJ'n°7✓�r�7, FIG I ✓OSEPH W. & MARY JANE TEAGUE r 2 C) - \ / ` l \"� �l / / / l DB 775 PG 154 O ZONE HIGHWAY COMMERCIAL �\ \ USE COMMERCIAL (MORTUARY) H �OyU 1 � 20"WALNUT � II r �- REMOVE II OVERHEAD i I / POWER LINE — A / C REMOVE' 1 I -Q- SIGN I o ' %% I 1, \ REMOVE O4-P SAWCUT i / — - - POLE i� - PP ABANDON EXISTING TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC GAS SERVICE TO BUILDING DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) REMOVEINLET AND If DOWNSTREAM 1 PORTION OF 12" 1 PVC STORM LINE' / l' I I I c�RB - - _— - IPF BENT 1 - - IPF I r/ _ !�j 1 S7 11I Z T/I[• 7 I IAy/ J gh,'' SD INLET TOP=576.19 INVIN 12"RCP=573.79 INV. OUT 12"RCP=573.72 BUILDING 2STORYBLOCK AND STUCCO REMOVE BUILDING AND SURROUNDING LANDSCAPING, CURB, AND SIDEWALK \ LANDSCAPE BUILDING "`�1°j"°m L} BUILDING 12" / 1-1/2 STORY STONE AC UN®S� � STONEAND WALY REMOVE FRAME D cltP, 0 0' S� BE�S 24� I TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVlLLE(NVESTMENT STILLFRIED LANE LLC � PROPERTIES I DB 860 PG 568 DB 4709 PG 224 ZONE R75 RESIDENTIAL ZONE Ri RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE RESIDENTIAL (MULTIFAMILY) 83.74 RD I / / / `s PG 766 REMOVE _ R ALL TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC \ / DB 1805 PG 664 RD % / / / // 1 /,1 j 1� ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) � I ns- - l- Jt/ - s '- RD I _ v1c slc r , 584 MHS TOP=566.26 INV8%N 559SI(W) INV 8'� 560.30(S) INV,OUT=559.96(E) AN IS g� = rs^rRE l/ MHS / TOP=579.44 lNV.B"lN PVC=573.40 INVOUTB"IN PVC=566.66 STONE .� �//N 18%NPVC=574(74) -----/ �- /N�OUTB"PVC=574.89--/ i 98j.50 t(REMOVE / WOODEN / HENCE LEGEND: ® REMOVE CONCRETE REMOVE ASPHALT ASPHALT TO BE MILLED REMOVETREE ------- SAW CUT MHS REMOVE ROD /F � _ TOP=580.64 BOLLARDS (TYP.) �p - - INV 4 "!N= 578.24 - - - - INVIN2-2"PVC=577.79 INV 8"INPVC= 575.84 INV OUT=575.76 SCALE 1 "=20' 0 20' 40' :RRTG W. J. KOTARSKI Lic. No. 0402048507 - II/25/Iq .< O f f H 0 DATE 11/25/2019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"= 20' r l L J 43567 SHEET N0. C2.1 TMP 06000-00.00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) 0lo% — - - 1PF BE G \ \ PERMANENTVDOT UTILITYEASEMENT / TEMP. EASEMENT FOR ENTRANCE' SEE DB 5134 PG 766 +N 4 cW Q ,7 Q R5'-J r e� TMP 06000-00-00-03700 ) W JOSEPH W.& MARY JANE TEAGUE o 2 D8 775 PG 154 p IRS ZONE. HIGHWAY COMMERCIALir USE: COMMERCIAL (MORTUARY) N w 1 71'iy: R15' ' Y . - - - - - POLEpp R C9 U 50' REAR SETBA (STRUCTURE) RS TY 'OLE 'P /2iI — SD INLET TOP=576.19 INV, IN 12"RCP=573.79 INV OUT 12"RCP=573.72 EXISTING WATERLINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) APPROXIMATE LOCATION OF RELOCATED WATERLINE AFTER IVY ROAD SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY PROPOSED SIGN (SHOWN FOR INFORMATION ONLY) 2" CORP. STOP WITH 2" COPPER \ DOMESTIC WATER LINE 8" x 4" TAPPING SLEEVE AND VALVE F\ HYDRANT ASSEMBLY PR/MgRY PReNTRgNp 45p l'SRyFNT22gTILLPRIFD�Ne LEGEND: CONCRETE SIDEWALK a ® HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY CgM0 S� Tp / PR/ Ry NOTE: N N E x \ \ \ \ \ MHS F NTR9Np �,6801 1. A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION 1= \ \ \ TOP=568.87 T W \ \ \ s O Cot WITH THE FIRE MARSHAL'S OFFICE. r W L \ \ \ ORP STOP WITH 2" pq� INV4"1N-56562 pNN 2. PAVING/MILLAND OVERLAYAT ENTRANCE WILL REQUIRE COPPER DOMESTIC \FM�c INV4"IN=562.70(W) ADF N \ WATER LINE T A7 INV3"lN 564.45 (SWJ OR/VF FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD. BUILPJftJG \\\ Eh��PF1 /NV6'7N=566.02(S) SEE MOT DETAIL ON SHEET CI.3. OVERHANG -TP1 _ -P INV (E) BUILDING FOOTPRINT: �\ -. � PP�i=1 w Ir l y- 2" WATER.. \ \ / 2"WA1 No FLOOR: ±13,300 SF METER VAULT 7NETER VAULT y, _ MHS 2 FLOOR: ±13,300 SF PING 'm m \ \ \ \� \ , TOP=566.26 TOTAL: ±26,600 SF I~ SLEEVE AN VALVE ��\ // �,�`1642 (ARKING T T\"pJLE �\ \�s-s s,"n� IINV NV OUT=5603 (S)) O Z BUILDING -MOUNTED FDC `q�PK7 - OIr R25Q41rl* "\ in I o T 0600 -00-0 WES END HOPS EST LC Q 90.91 DS 1 05 PG 670 PER NE /oN� - .42 AC ES FR M R ORD O PLA EN RGY SENT N 20' ROAD- RW4 / Q 2P4 IVY A0 O SE OB 5 34 PG 766 - - - - DB 248 PG. I I 18, Q 12'X25' '. TY�. LOADING SPACE j/ \ - 2 STORY MEDICAL OFFICE BUILDING TYP. // \ (UNDERGROUND PARKING) ±26,600 SF CONCRETE WHEEL 73.4' R15' / \ STOP (TYP.) 24' 7O FLUSH CURB ALONG TYR \ ADA PACES TEMP. 154.5 R10' EA$EMENTFOR 9 ENTRANCE ,EE DB 5134 PG 766 9, ❑ 29 � M� TOP=579.44 RSINVB"N .40 245 INVOUTS"INPVC=566.66 TYP 81L R3 24' TYP. SCREENING FENCE @Y 20' REAR O / / ( TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC DB 860 PG568 D8 4709 PG 224 ZONE: R75 RESIDENTIAL ZONE. R1 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) ( ( I / 2a' / / TYP.' / T DUMPSTER ENCLOSURE MHS TOP=580.64 BOLLARD (TYP.) INV.47N= 578.24 WV.IN 2-2"PVC=57779 INV.87NPVC= 57584 INV.OUT=575.76 RT , Tx RS 12" / STONE WALL HI HC �I II o l III II TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC DB 1805 PG 664 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) J GOP SCALE 1 "=20' I OEM 0 20' 40' RMG W. J. KQTARSKl Lia No. 0402048507 II/25/Ici oq H R 71 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"= 20' I L J 43567 SHEET NO. C4.0 9 s' L P / EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. PERMANENT VDOT lI o ' --./ _ _ - - - - _ ,' -sqN� ,vYR�gO COORDINATION REQUIRED FOR FINAL TIE-INS. UTILITYEASEMENT l TEMP. EASEMENT FOR ENTRANCE SEE DB 5134 PG 766\hT \�,POLE\..., /1 575 �� -_P X _ �P ppri POLE.\ . - _ _ - - _ _ _ _ -577� _j O , ��\ 4. h a ,I TM 0600 -00-0 WES END HOPS DB 105 PG 670 ,o �� � / y y I511 .42/iC ES F MR ORD D PLA EN RGY SEM N \ ROAD RIND S6, �'' _ l W I - SE OB534 PG 766 -----� ` B CC I 224 IVY AD 8248 PG. 17 I 4 *214 TMP 06000-00-00-03700 1 ]. 14 JOSEPH W. 8 MARY JANE TEAGUE _ 6"'HOPE RD 3 ` DB 775 PG 154 O 6� - . S ZONE: HIGHWAY COMMERCIAL J i' 6" HOPE RD 1 GARAGE FFE: 572.0' WITH CL@ANOUT USE: COMMERCIAL (MORTUARY) I I WITH CLEANOUT BUILDING FFE: 583.0' - - - _ _ _ 502 / L ENCH DRAIN / \ \ VGI' 4 QLEANOUT \ / HOPE RD 2 WITH CLEANOUT 1tEMP. SEMENT FOR ENTRANCE ` 576 SEE DS 5134 PG 766 11 577 � I I I I 578 / I 302 / UG MH 3 _ a - - - - - -580 II_ - - _ POLE I 402 i PP 1 11 401 ./- 581 STONE WALL R /F - ' . TMP 06000-00-00-03900 POLE WEST END SHOPS -EAST LLC z_ / 582 _ �\ DR 1805 PG 664 PP G My/ I ZONE: HIGHWAY COMMERCIAL 745 LF OF 36" / / �� USE COMMERCIAL (NEIGHBORHOOD UNDERGROUND // SHOPPING CENTER) ' / I CMP STORAGE / // / -sag_--�-__-__ '... / 1/ NN / RD HCSI cb TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 1 - / / / '- 11C 81G - ZONE: COMMERCIAL OFFICE USE COMMERCIAL (OFFICE)- i -504 I � I 01 7'MH2-- / 108, I WEIR PLATE / N 107 I UG MHh / / / /5N I 1 IUD CURB I 107 - - IPFBENT /I �+ L JLI INLETr IPF TOP=576.19-�T-'-,.- 1NV /N 12 RCP=573.79_ INV.OUT 12"RCP=573.71 © - ROD /F ' TMP 06000-00-00-04005 TMPO6000-00-00-036A0 CHARLOTTESVILLE INVESTMENT - - - - ' RTIES STILLFRIED LANE LLC B 860 PG DB 60 P56 DB 4709 PG 224 ZONE: R15 RESIDENTIAL ZONE: R7 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE RESIDENTIAL (MULTIFAMILY) I I� I STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION UG MH 1 579.57 5.07' MH-1 UG MH 2 579.80 5.3V MH-1 UG MH 3 580.38 5.88' MH-1 UG MH 4 578.08. 3.58' MH-1 100 577.21 3.46' MH-1 102 577.27 3.37' MH-1 108 576.75 2.81' DI-1 202 577.69 2.84' DI-3B 8 ft Throat 302 579.49 4.80' DI-1 402 581.99 7.32' DI-1 500 568.31 3.71' DI-313 14 ft Throat 502 572.10 7.35' 6"Cleanout RAIG W.1. KOTARSKI Lie. No. 0402048507 II/25/Ici oq M0 E N O ry > E > W o 3 i r 0 ¢� w w -In O l'JW rvv � STORM PIPE TABLE PIPE# DW UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH RD 1 6" 576.15 574.70 5.00% 28.93 LF RD 2 6" 576.28 574.50 5.30% 33.67 LF RD3 6" 566.49 565.00 5.00% 29.82 LF 101 12" 573.90 573.75 1.35 % 11.14 LF 103 12" 574.50 573.90 0.96% 62.53 LF 201 12" 574.85 574.50 0.50% 69.72 LF 301 12" 574.70 574,50 0,99% 19.75 LF 401 12" 574.67 574.50 3.04 % 5.53 LF 501 12" 565.02 564.70 0.53% 60.09 LF 30�nQ N ❑ m i E N z 0 xV >vm N i � M as � Fw- z D 0 m l7 0 z 0 w f- z 0 vl DATE 1112512019 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1"=20' • (I'1 H � v OW U Qg LL L a Oz 0 W6 ` > Z r uz o I--1 O O c IL W J Z va W vz Z m � O J Q QE, „F Y <S Ow w r^ a 02 H _a U �a w vtW 3 \ / v o Q =� w MWM m WElb `w ❑ a m Z &a T3567 . SCALE 1 "=20' m' 0 20' 40' �Ov �E L x C \ \ \ \ o U . N� 04020,18507 a 'o II/25/IG 0 \ \ rvo EXISTING TOPOGRAPHY IN THIS AREA BASED ON w =' INFORMATION PROVIDED BY KIMLEY HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. a U. 3 EX - -\s �I //Q- COORDINATION REQUIRED FOR FINAL TIE-INS. ° o LL o n r M ! \ \ D ¢ W U m Z �RQ v n \ 0 SwK �� gx U _ 3° nQ w ce 2 cN Z o > O > `\ �ry '_POLE a 575 ' \ `sus! \ ?^ FSX w \ �P RPF1� \ 1 mF- /� 575 FFE=572.00' \ �Z� \ c. \ AV \ SqN X N.D W ! � v .� - v \ \� 84I/ w N _57i _ �! 577 J � SqN 8^pC O IK PA T O600 -00-0 \ \ 21 W •O 576 WES END HOP 670 \ \ •sa, N-- / > I y C 6 .42/3C ES F M RE ORD D PLA ! T Tc 224 IVY AD I 0 576. 577.30' / , 579" h �d \ 6 O I Q v4 II _ _ V A • �O Q til DATE TMP 06000-00-00-03700 I JOSEPH W & MARY JANE TEAGUE 2 \ �� DB 775 PG 154 n p ,�� TC y'l0• ' ` ` 3,) \ 0 11/25/2019 ZONE: HIGHWAY COMMERCIAL� �h sn.n GARAGE FFE: 572.0' 7c ` /� 2 \ DRAWN ev USE. COMMERCIAL (MORTUARY) I ri✓ TC BUILDIL G FFE: 583.0' TC Imo/ 578A , 57z.50' \ , / S0. \\ K. MELLON I -I TC I , FFE= \ ! • DESIGNED BY 578,65• 5722.00' \3>s S�° K. MELLON ' TC ry • 677.98' \ 3' h np � TC/ 5/3.13' 4J 575 \ /. • CHECKED BY / ° /. ° ✓ 582.90' FE= e / • C. KOTARSKI I I IITC I TC 583.00' 58295, 1 .5 5.26' 576�\ \ 11 SCALE 1" 20' 4 3 I 57e.48 582.55' • = 11 / i� TC R v c�1 cJ I� �J 582.51' _ I I TG 6' L 580CL _ - - POLE I TCTO --- ----- /� -s.,: - PP I EX GND 579.{]7' 579.31' - 72., n 577.23. 1 TC 581 582.30' TC F� STONE se0.5s• J sel.zr WALL TC //' TMP 06000-00-06-03900 R I /F � ' 581.50' �z_ WEST END SHOPS -EAST LLC �y► " I LLJ POLE TC \ ,�•, / 582-. _ _ 111 DB 1805 PG 664 y PP I 582.4a' / TC ZONE: HIGHWAY COMMERCIAL I 582.76' TD ` ! p 1 USE: COMMERCIAL (NEIGHBORHOOD OLu / 583,37 c SHOPPING CENTER) r , 9 8406, / I I EX GND 1- 1 Z L. 1 1 583.00' / - - ' L Q I .. HC SIs /'b TMP 06000-00-00-03600 Q 300 TWIN SYCAMORES LANE LLC D8 3995 PG 533 i 1 I / - _ , / I !4c 5!c - ZONE: COMMERCIAL OFFICE Q j � I 1 - '\ / --� ---_ W USE: COMMERCIAL (OFFICE) C I 1 1 �1 TC \ / Sea - ( , Z ~ a I 1 l 579.64' \ TC _- `�'J OTC 58166 o If I I I TC i TC w OC //^� a� /1 �� 1 579.56' 1 584.18' / Q V ' TC EX GND _- w Z 2, T- N T0. / J582]T 584.30' __�.. m Q m� l.' J 1I 577.99' i- 981:��e' / / Q/;. TC TC / Q < E i 70 584.14' 684.69' 584.74' �l rE Y 9 II 578.00' / SPd / / TC ! / / Tc \ I / 582.STTC 583.81' u„ I uiU 584.55' EX GND z a GN_ / � O - - IPFBENT /1 EX D J L / / N !, c• ! 585AT 2 - - I 576,80'/�' SD INLET rc / \_ ! / /i J �+ 85 - 1 2 TOP=576. 19 578.30' TC TC m 'o IPF se00s' .t 1NV.IN 12'RCP=573.79 580.26' INV. OUT 12"RCP=573.72 TC ® 1 6 s82.63' TC TC RO F �7(GND W ® ® s 582.87• TC 583.97' - - m 583.86' TC 584.94' TMP 06000-00-00-04005 584.61' OKP > TMP06000-00-00-036AO / CHARLOTPROP PROPELE RTIES INVESTMENT - - _ � < _g STILLFR/ED LANE LLC PROPERTIES - w DB 660 PG DB 4709 PG 224 w r o ZONE.' R1 RESIDENTIAL ZONE' RESIDENTIAL MM USE RESIDENTIAL (MUL TIFAM/L YJ USE: RESIDENTIAL (MULTIFAMILY) a m Z &a JOB NO. SCALE 1 °=zo' 43567 m 0 20' 40' SHEEP NO.-°g C5.1 v �_ L L L \ \ \ \ \ \ \ G kk �qN� 4 UTR ANENT VDOT MENT /vyR0'9 p MHS TOP-568.87 TEMP. EASEMENT FOR ENTRANCE \ \ \ W \ \ \ INV 4"1N-56562 (W) SEE DB 5134 PG 766 ' \ \ -� \ _ P'9V _ \ \ \ \ �� \F�FN - _ INV4"lN 562.70(W) \ \ _-,\ r-INV3"IN=564.45(SW) SgN�,POLE INV 6"IN=566.02 (S) _ �pp� _ w \ \ _P 13PFl— -.INVCUT6"1N=562.65(E) TOP=56626 o I� PAL v v v ��. v v SqN� INVB"IN=55981(W) �-,FPFi \ \ J / SgN`B^ �- INV8'IN=56030(S) 'Q 4 INVOUT_559.96(E) I i 2 O ,T LC PER& W4 DPLA E Uh TMP 06000-00-00-03700 > W ✓OSEPH W & MARY JANE TEAGUE 2 I �' DB 775 PG 154 ZONE.' HIGHWAY COMMERCIAL USE. COMMERCIAL (MORTUARY) � N I I I 1 I 1 I I O j If 24' pp P TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) — — IPF BENflPF — I TMP 06000-00-00-036AO STILLFR/ED LANE LLC DB 4709 PG 224 I ZONE.' R7 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) I I STORMWATER MAINTENANCE ACCESS EASEMENT � SD wLcr TOP=576.19 INV.IN 12'RCP=573.79 1NV.OUT 12"RCP=573J2 10, TYP. �UU L] / / /sl / TMP 06000-00-00-04005 CHARL 0 TTESVILLE INVESTMENT PROPERTIES OB 860 PG 568 ZONE.' R 15 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) MHS TOP=580. 64 INV41IN= 57824 I NV. IN 2-2 "PVC=577.79 INV 8"INPVC= 575.84 INV OUT=575J6 01 Vp��/SLR / / / / \ 20' ROAD RW ----- l OB248 PG. 11 41 / REALIGNED 120' ROW /* EASEMENT TEMP. ` + EASEMENTFOR ENTRANCE SEE DB 5134 PG 766 / MHS + / TOP=579.44 1NV.8"IN PVC=573.40 INV OUT6"IN PVC=566.66 + 12" STONE WALL + + TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC DB 1805 PG 664 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) + r HCSIG HCS/G-�-. -583.74-----_—__ I "IN=574.95 (NW) J"INPVC=574.74 )UT8'PVC=574.89-- VARIABLE WIDTH OFF -SITE EASEMENT (TMP 60-38) i Oi p SCALE 1"=20' 0 20' 40' RMG W..1. KOTARSKI Lk N, 0402MS07 II/25/Ici << H Fw- 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' L�J z 0 W 43567 SHEET NO. C8.0 d a2 0 E L 1 1 1 1ago 1 INTERIOR PARKING LOT LANDSCAPE AREA SCALE: 1 vrvrrw •- PARKING LOT LANDSCAPING 2,595 SF �ii4•i ••i •4 �iii040 SAN � 7 \ � \ _ (4)CERFOR, (9) NYS SYL \ vly� ��N0 q v, » \ ST1— v Ad 1 \, \ 1 ui SAN\ � a \ I (10)ILE GLA (10)ILE WIN (19)ILE GLA (6) BET HER - (5) ILE GLA- (6) ACE BON - 1 1 PLANT SCHEDULE TREES BOTANICAL NAME ACE BON ACER SACCHARUM'BONFIRE' BET HER BETULA NIGRA'HERITAGE' NYS SYL NYSSA SYLVATICA QUEPHE QUERCUS PHELLOS FLOWERING TREES BOTANICAL NAME CER FOR CERCIS CANADENSIS'FOREST PANSY' TM COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE GLA ILEX GLABRA ILE WIN ILEX:VERTICILLATA �4)COR FLO AVM W 1 c � {lyfV�q/ 06 P. YQ j �Q 3 PROPOSED BUILDING WITH • �� / s�2/ f f - -- _ UNDERGROUND PARKING l \ I I \ I I I I I r I / I I i� II • I I I )o C_ Sp /5 RZALIGNED /P0' ROW / EASEMENT ' S77ibla (2) CER FOR 581 ---- -- [,Y L� VARIABLE I WIDTH OFF -SITE EASEMENT (TMP 60 (6)ILE WIN W. RAI III W6. 1 10/25/19 DATE 1112512019 DRAWN BY M.RACHNER DESIGNED BY M. RACHNER CHECKED BY F.HANCOCK SCALE 1"=20' L SCALE 1"=20' 0 20' 40' F 43567 SHEET NO. L1.0 n NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. ;j:i9.14K010]PJIJrtl8 111:0914:w REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Y3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES —~ ROOT BALL 12 GAUGE GALVANIZED WIRE G NEW 1/2" RUBBER HOSE 12 GAUGE GALVANIZED WIRE ALLOW FOR SLIGHT MOVEMENT 3 2x2 HARDWOOD STAKES, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN. 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE PRUNESUCKERS 1:1 SLOPE ON SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 14' ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP Ya OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NO I I O SGALL B&B CONTAINER .w ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4.6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER V COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP Ys OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1"COMPOSTLAYER 77 ...un PROVIDE MULCH UP AND OVER 140, SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY I BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF ACE BON 8 ACER SACCHARUM'BONFIRE' BONFIRE SUGAR MAPLE 2.5" CAL. B&B 214 BET HER 4 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. B&B 464 NYS SYL 9 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 151 QUE PHE 6 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CER FOR 16 1 CERCIS CANADENSIS'FOREST PANSY' TM FOREST PANSY REDBUD 6'-8' HT. B&B 124 COR FLO 14 1 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 SHRUBS I QTY 1130TANICAL NAME ICOMMONNAME I MIN. INSTALLED SIZE ROOT ILE GLA 134 1 ILEX GLABRA I INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE Wi 122 ILEX VERTICILLATA IWINTERBERRY 24" HT./SPRD. CONTAINER LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 6 LARGE TREES IVY ROAD 202 LF WITH INTERSPERSED 202/35 =5.8 6 LARGE TREES 8 FLOWERING TREES FLOWERING TREES TWIN SYCAMORES LANE 296 LF 1 LG TREE PER 50 LF 296140 = 7.4 8 LARGE TREES 8 LARGE TREES LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 77 PARKING SPACES 77/10 = 7.7 8 LG. OR SHADE TREES 12 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 40,381 SF 40,381 x.05=2,01E SF 2,019 SF 2,595 SF TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,204 SF 8,897 SF AREA) = 6,205 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING. THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. fm 10/25/19 H R w a 0 DarE 11/25/2019 DRAWN BY M. RACHNER DESIGNED BV M. RACHNER CHECKED BV F. HANCOCK SCALE N/A Y Uj w�/ I..L U UJ LU Ina 43567 SHEET N0. L2.0 L 5-1 ROA PROPOSED BUILDING WITH UNDERGROUND PARKING ll� v TMP 06000-00-00-03800 WEST END SHOPS-WESTLLC DB 1805 PG 670 1.42 ACRES FROM RECORDED PLAT 1 r 2246 IVY ROAD I I I 3. A0.7 1.0 1.2 1.2 1.2 +0.3 9 1 14 1.71. 1.A 1.5;13 .21.E 1.1 10.3 .53. 11 1.41.72.22. 62.� 1.9 17 1.6 +'1 1.1 10 3 +0.6 1.21.72.12.73.23.53.33.1 .82.52.- 4+t3 1.3 1.3131,2 1.1 51 . 141.9163.44. +11.03.51211.4 .0 1.71. 1.51.5 1.6161.5 1.4 1.31.21.2 1. 0.9+0.7 t1. 2.12.72:9+4 .1+S.o2.a 1+a.13.12.52.11.91.81.71.71.81.9'.91s1.71.6+151.3 . .23.3A. +5.6 ,_1 +5..33.42.72.22.01.91.92.02.12.32.32.2+212.0 1.81.5 1.2 ,0 .0_1.3 1.92.63.5 .3+42.82.22.01.92.02.12.32.62.82.82.72.52.01.71.3 1.1 09 0.7 +0. 1.1 1.52.02.73.6 .8+6.5 3.62.72.22.0+92.02.32.83.33.43.12.62.11:81.41. +0.9+0.7 -44J11.52.02.6+3.5 A. 7 id: 3.43.22.92.62.32. +.73.12.42.01.7+1 1+ +0.91. t1. 1.11.52.02.63.33a+41�.43J13.1�.52.11.81.61.51.41.5 S1-- 3.12.31.81.51_.4+.1'00.8 .63.8 1.11.41.82.3273.03.33.5 .6 .2-2-2.32.01.61.31.1 �1:U14_ 1.41.81.91.71.71. -F. .6 . . 1.3 1.61.92.12 2.82.42.22.01.7 1.5+ 1.11.01.2 1.3 1.21 .9+0.8+0. .5 .5 +0.8 .01.2 1.5k7 1. .12. 2.52.5 42.22.01.91.71.51.31.2 1.3 .0+0.8+0.6 .5 . - 3.63.8 1.012 1.51.71.92.02.122 25�52.32.22.11.9 .8 +.31.31.21.2 1.1+0.8+0.7.-.5+0.43. 4 .6 1.01.31.5 1.82.2 ,4 62.72.72.52.42.32. 1.9181.71.6 .41.3 1.1+0.9+0.7lb. +0.4 tT.8 1.11A1.72.12:6-U3.0/.03.03.13.02J7 A2.52.52.52.3 .1 .61.41.2 1.0+0.8-6.6 .5+03 4 .5tT.8 1.1 1.52.02.53.23.63:83.8 3.23.02.92.922.9#f7 2 25=1.81.5 1.2 1.0+0:8 07 .5 .4 3. 1.1 1.522293.8 4.6 4.03.43.23.13.1�3:0+34`3.43.12.62.42.01.6 1.34�. . -t 1.1 1.62.125 +6 6.3 5. 4.43.83.33.13. 4.13.83.2+2J7 .2 1.7 1.3 43.6 .9 1.42.03.0+4.4 +5.2 43 1 3.7 3.02.31.8 1.4 I6 9 1A2.02.636 9+6.9+6.1+ " +3.02.72.1 1.3 1.82.33.03.7 :3 69+7.5, k 4. .1 4.6 4.5 2 4.1 3.53.5178+0.3 53.7 .1 1.41.92.63.6 +6.2+6.83 1 4.3 4.03.83.73.9 4.44.8 4.9 4 3.1 2.62.72.3 8+06+0.8 1.42.0273.5 4.2 4.64.4 4.03.53.13.13.23.54.04.5 4.6 4.0 3.32.62.11.8 1:6 7 0.5 t,8 1.5 1,9, . 2.82..62.4 2.22.32.52.83.13.43.E 3.32.72.21.81. 1.0+0.8+0.7 .5+0.4 +0.2 +0.3 t7.4 +0.7 .9 + 1.3 1.5 1.7 2.0- 1 .4 2.3 2.0 1.7 1.4 .9 +0.8 +0. .5 to -- - +0.2 10.2 +0.3,�_3 +0:(3 .4 + 0.7 +0.8 0.9 + 1.4 1.4 +I .9 7 .5 t1.4 li, _ 0.3 04 4 0:5 ." .5 +0.3+0.33.3I. .2 L+0.2 +0.2 +OJ ji LL TMP 06000-00-00-04005 CHA RL 0 TTES VIL L E INVESTMENT PROPERTIES DB 660 PG 568 ZONE: R15 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) LIGHTING LEVEL CALCULATION SUMMARY AREA SYMBOL UNITS AVG MAX MIN AVGIMIN PARKING LOT + fc 2.1 8.0 0.2 10.5:1 13" I\ \1� 7.5" 33" LUMINAIRE DESCRIPTION: 1. HOUSING: DIE CAST ALUMINUM. ALL HARDWARE IS STAINLESS STEEL. 2. DRIVER: (1) ENGINE WITH POWER FACTOR >90% AND THD <20%AND DRIVE CURRENT OF 700mA. 3. OPTICS: PRECISION -MOLDED ACRYLIC LENSES. 4. FINISH: ELECTROSTATIC POWDER COATING. FINISH COLOR SHALL BE BRONZE. 5. RATINGS: U.L. LISTED FOR WET LOCATIONS. ENCLOSURE CLASSIFIED IP66 PER IEC 529 AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND LM-80 STANDARDS. nn 6. FIXTURE n SHALL HAVE TYPE IV MEDIUM DISTRIBUTION. FIXTURE,, 52,SHALL HAVE TYPE III MEDIUM DISTRIBUTION. BASED ON LITHONIA, "DSX1" SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING 5/�1 , 12,119 3000K LED 102 120/277 POLE MOUNTED, 20' AFG A 11,680 3000K LED 102 120/277 POLE MOUNTED, 20' AFG POLE MOUNTED SITE LIGHTING FIXTURE 1r 2 COLLA90R4711 GRAPHIC SCALE: 20' 10' 0' 4060' 1"= 20' 0" E TB OF 2 Lie. No. 043854 i"0A 1./2�/2019l v ' 2s'rONAL #19111 0 0 0 W a� z O DATE 5 1112512019 0 DRAWN BY d O w F 0well,7a DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE 1"=20' Lu z � a LL J L.L W z W u _I J > Q z Ur H Q O U LJJ w _J J ` m 0 1 Lu i U C2 U w W 10B NO. 43567 SHEET ND. SE1.0