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HomeMy WebLinkAboutSDP201900072 Plan - Submittal (First) 2020-02-05BEAVER CREEK - MEDICAL OFFICE BUILDING FINAL SITE PLAN (SDP201900072) REF: INITIAL SITE PLAN SDP201900051 COUNTY OF ALBEMARLE, VIRGINIA 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: JACK JOUETT 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 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 REAR PARKING SETBACK (PURSUANT TO 4.20(a)) AND REAR USE BUFFER (PURSUANT TO 21.7(c)) 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: ±26,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 107 SPACES PROPOSED PARKING: 107 SPACES 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: EXISTING IMPERVIOUS AREA: PROPOSED IMPERVIOUS AREA: AREA OF PAVED PARKING/CIRCULATION PROPOSED OPEN SPACE: PROPOSED RECREATION AREA: TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 26,600 UNITS: SF (GFA) 1.51 ACRES 1.03 ACRES 1.24 ACRES 0.93 ACRES 0 ACRES 0 ACRES WEEKDAY ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 11/25/2019 Seio'la UNIVERSITY M A D I S 0 N VILLAGE PARK CONDOS CONDOS 16 HUNTINGT0N VILLAGE Fwz1 9 /4 y'9n The Ivy Inn John Paul Jones 3 5 43' Rd 17 © Shenandoah Joe Ivy SITE LOCATION St. Anne s-Belfield POPLAR GLEN School 0 zaz zso e� LEWIS MOUNTAIN t St Thomas Aquinas Church cN w,g Mo,nr*j7 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 10 C4.0 SITE AND UTILITIES PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOT PLAN C5.2 SIGHT DISTANCE PROFILES 0001 C7.0 STORM AND UTILITY PROFILES C8.0 EASEMENT PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 ARCHITECTURAL ELEVATIONS SE1.0 CALCULATED LIGHTING LEVEL PLAN SE5.0 FIXTURE DETAILS SE5.1 FIXTURE DETAILS TOTAL = 19 SHEETS 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 DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOARD DATE ` j Lic. No. 040204850" 2/4/20 (n E O O O U N L6 N C Q O > E W 4J E w o a J U co �x Q O � Q <OJG cn = a N = U > F aLn C 0" O N v � L M d � CO J CD k.0 F z O � a z 0� w U w O 0 U z O z V O w U DATE 11/25/2019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z H� J �1 M� W Uj U Hq U. LL 0a z J _ W >W > = U z co o Q U W W� w J Q0 w U m Q Y w w oC U oC w Q w 00 JOB NO. 43567 SHEET NO. Co. 0 L 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 (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 2A (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3A 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 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) 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 ® STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH -� CENTERLINE OF DITCH BENCH MARK . . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 i PROPOSED SPOT ELEVATION 1O PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes SEWER - g EXISTING SANITARY SEWER 6" W 0. 6" W !T! 6" W WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) 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 Albemarle County Engineering Final Plan General Notes Page I of 4 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. 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). DETENTION PIPE MAINTENANCE Inspection Activitic� Suggested Schedule • Auer several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet structures and any pilot channels; excessive erosion; sediment accumulation in the basin and inlctloutict structures; tree growth on dam or embankment; the presence of burrowing animals; standing water where there should be Semi-annually none. vigor and density of the grass turf on the basin side slopes and floor. differential settlement: cracking: leakage: and slope stability. • Inspect that the outlet structures, pipes, and downstream and pilot channels arc free of debris and are operational. • Note signs of pollution, such as oil sheens, discolored water. or unpleasant odors. Annually • Check for sediment accumulation in the facility. • Check for proper operation of control ,.;atcs, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control ga(es, valves, or other nice hanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced significantly. As Needed 0 Q CMGW J. KOTARSKI Lic. No. 0402048507 2/4/20� M E O O C) U N Ui N C Q O > E w a5 E -� ~ U U') Q LL o w 0 L w O o cl� LLJ M a_j UGo LUJ - Lr) a > o U LYro N � Q x O Q C2 W ai " = U > a �__Ln rn O N � M 0- CO J CD LU 0 0 0 w W U Q z 0 0 CL 0 z 0 a z � w U w 0 0 U z r 0 z Ln D > 0 w U 0 N W 0 N Q -'T 0 0 N 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A LU U Hq LL LL O z J J (� Q I_I_I U~ z Q o 0 Q w Q LU J C w G LU m I-- Q O LIJ LU cl. U JOB NO. 43567 SHEET NO. C1.0 L 0 m m v m 0 m CG-9D WIDTH OF ENTRANCE A � _ Rqp� /p WIDTH OF ENTRANCE - - - z LIMITS OF PEDESTRIAN LIMITS OF PEDESTRIAN UO ❑ © STEEL CAP - 1 R-/4 CONTROL JOINT SPACED AT WIDTH OF WALK'S NON -SLIP BROOM FINISH �� �'1=-�:� `*r, 0�� y w - - - -� RRO 9q Q ~o AC ESS ROUTE ACCESS ROUTE M EXPANSION JOINT 7 hpq� C NON TRAVERSABLE _ m UNPAVED SPACE LOPE UNPAVED SPACE k m e 1" a ° °°°' VARIABLE WIDTH' ° MAX. CROSS SLOPE 2 /° ` y� Op Fo w Spq S/pFW ° ° EXPANSION JOINT AT MAX OF 30', WITH CF q� O k 6" DIA. STEEL PIPE /4 PREMOLDED EXPANSION FILLER � CMG@�: Y. I�.t3TARSI�I � a ° Q a ° a \ \ \ \ \ \ \ // /� a a a a� �\ /\/\ / /\ 0 0 o a o o o 0 0 0 0 0 o o �\ EXISTING OR PROPOSED � � WIDTH OF SIDEWALK OR SIDEWALK SPACE r ENTRANCE C CURB INCLUDED IN z w ENTRANCE GUTTER c� _ e e4 FILLED WITH CONCRETE AND POWDER COATED ° ° ° ° � T Lie. No. G4it2048S07 ` 2/4/20 EXPANSION JOINT } w N z " w © - C 3.5' COLOR TO BE SELECTED BY \� / � 01 0 m Z ACMITCESS RO EDESTRIA LIMITS w �J w NON TRAVERSABLE OF U PEDESTRIAN OWNER OWNER / �/ / � i� �i• ft C w 4 3,000 PSI AIR -ENTRAINED �v _u PEDESTRIAN ACCESS ROUTE DETAILS WITH & CONC. WALK CONCRETE FLOW LINE Z WITHOUT UPAVED SPACE PAVEMENT PATCH COMPACTED SUBGRADE 4 TYPE 21 B STONE COVER ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS _ ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE p EXTEND BEYOND EXISTING 1 3" l- DESIRABLE MINIMUM 16' 15" OR PROPOSED VDOT RIGHT OF WAY. a e: ' a a°" ; e a° •e d DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS M E o o O) U (V 3 EXPANSION JOINT ABSOLUTE MINIMUM 12' _ _ _TE-mmil _ _ _ _ a Q ° EDGE OF PAVEMENT—,"'I1=III=III=III=° . -III=III=III=1II NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN © PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS '>j , ' � •, ACCORDANCE WITH VDOT STANDARDS. v E '' I = ' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT p PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A '� ° ' . ° °• BE APPROACHED. ENTERED AND �e ° �• �• HALF PLAN A 3 5' w '> \\ \\ \\ \\ \\ \\ \\ \\ \\\\�\\�\\�\\�/\�\\�\\�\\�\\�\\�\\ USEDI BY P DESTRNANS. o00o aoo e 4.e 2'-0" DIAMETER 3,000 PSI AIR -ENTRAINED /\ Q � Q ILL1 0 IF PEDESTRIAN ACCESS ROUTES ©ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS ^ • CONC. FOOTING COMPACTED SUBGRADE 4" 21 -B STONE CONCRETE SIDEWALK PAVEMENT SECTION W o m 0 REQUIRED WITH A MAX. 21 CROSS SLOPE. SECTION B-B e' • (0 - a z WHEN USED IN CONJUNCTION WITH STANDARD CG 3 OR CG 7,THE CURB FACE ON THIS STANDARD IS TO BE ADJUSTED TO MATCH 2 0 THE MOUNTABLE CURB CONFIGURATION. 2" MINIMUM CONCRETE BELOW STEEL PIPE No Scale Lu - CD CD N N (D Lu M O I_ - a u') z LU CONCRETE SIDEWALK JOINT DETAIL No Scale UNPAVED SIDEWALK SPACE PARABOLIC o. EXPANSION JOINT WITH Z H .� v SPACE CURVE PREMOLDED EXPANSION Q cn Q 0 BOLLARD DETAIL p NORMAL GUTTER ® ® __--- ® o.° o. °. o * * FILLER, "ZIP STRIP" OR o a Lu o 0 ____ * �•� • o. o. ° m00% ro 10% CHANGE •0000 00o RESERVED RESERVED EQUIV., SEAL WITH 1/4" SEALANT (n v � � > z O No Scale o o.o 000ao • �� o.o.o.000000000.00 0 • �• PARKING PARKING SILICONE SEALANT = a Ln F - oo •oo o: o o; o oa•o•o I SECTION C-C 6" AGGREGATE BASE CLASS A3 (H.E.S.) CONC. TYPE (SIZE ztB 2`0"� CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR - NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2 o rn - ry v Q) � w � O U 5'-0" 5'-0" ® POINT OF GRADE CHANGE IMBEDDED 24" IN GROUND 12% MAX. SLOPE FOR CURB AND GUTTER ONLY o. X * 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND GUTTER ° ° o• X X x 3 % MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND HANDICAP SIGN (VAN) LOCATION VAN HANDICAP SIGN • a a 10' 3,000 PSI AIR ENTRAINED PORTLAND • �a CEMENT CONCRETE o w 1O ~ BUILT CONCURRENTLY o c 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS % LOCATION (TYP.) TMTY a ° SECTION A -A SECTION D-D 1 - $M-$500� FNE $MFNE o 0 o O�o 0 0�0 6" TYPE 21A STONE COVER cri 0 0 o TOW AWAY ZONE TOW AWAY ZONE ���/��� 0 EOP EDGE OF PAVEMENT / /� /\\ \/ / �\\ ` /� /�� �� �� /, �\COMPACTED SUBGRADE (CBR 11.2) � \VDDT ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE PAINTED VAN � ,� O SHEET 1 OF 1 REVISION DATE soz PER 2% MAX. 18' 18' 6' ABOVE A U ABOVE _ 203.03 0 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT 4" FINISHED FINISHED o cc-2 y ~ n SPEC. PAINTED GRADE GRADE > STRIPE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w Luo (TYPICAL) 9' SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR = U Q 0 d CD NOTES 8' 5' 8' 11' 5' I I _ PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING z o 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 0 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ACCESSIBLE ACCESSIBLE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL (/) DATE No Scale 4000 PSI IF PRECAST. 4" 2" R HANDICAP SPACES REGULAR SPACE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. I1/25/2019 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS O DRAWN BY RADIAL CURB. 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH o� 2.0" ASPHALTIC CONCRETE SURFACE >_ VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN AS 3" (15" DEPTH) OR INCREASED AS MUCH As f�.; 3" (21" DEPTH) IN ORDER THAT THE BOTTOM BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. COURSE - SM-9.5A K. MELLON PICAL PARKING SPACE DETAILS rNo OF CURB WILL COINCIDE WITH THE TOP OF A >� COURSE OF THE PAVEMENT SUBSTRUCTURE. Do' D.p ° 2.0 INTERMEDIATE BASE COURSE - BM25.0 DESIGNED BY K. MELLON OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. � NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE w o� . o� FOR A DECREASE OR AN INCREASE IN DEPTH. r D ' D ' D SURFACE 5 CG 2 IS TO 8E USED ON ROADWAYS MEETING ;op �D O O O O O O O o 0 0 0 0 0 0 O O O O O O O TYPE 21-B AGGREGATE • cale PAR KING SIGNS FOR THE DISABLED NO SCaIe THE REQUIREMENTS FOR CG-6 AS SHOWN IN w 8 SUBBASE COURSE APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, v) D.' D.' D IN THE SECTION ON GS URBAN STANDARDS. A • A O O O O O O O o 0 0 0 0 • CHECKED BY po. oo. BASE EXISTING PAVEMENT PROPOSED PAVEMENT 0 \ \ \ \ \/\ \ \ \ • C. KOTARSKI SIGN SCALE STD. U POST SAWCUT THROUGH MATCH EX. CROSS COMPACTED SUBGRADE ;o. o U EX. SURFACE w SLOPE UNLESS OTHERWISE GALVANIZED N/A z" RADIUS SUBBASE � COURSE x SPECIFIED ON PLANS w w &REMOVE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS i o. 6„ PAVEMENT PROPOSED 2' MIN. SURFACE / n ° D. SURFACE D.p � 2 + COURSE v HEAVY DUTY ASPHALT PAVEMENT SECTION Lo 6 EO BASE EXISTING PAVEMENT No Scale am H4 POST TO BE 0 DRIVEN SUBBASE s' 12" MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE ii 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A �0�))q0 O O O O O g" TYPE 21 B AGGREGATE BASE COURSE lIll-1 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT - - '\\\�\\\\\\\\\\\� COMPACTED SUBGRADE �j\/�/\/\/\/\/\/\/ Lu U SPECIFICATION XVDOT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS H LL 105 PAVEMENT REPLACEMENT JOINT DETAIL N AND POST DETAIL kNEcale REVISION DATE SHEET OF , 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 U. N 201.01 No Scale O z J GG 6 WP 2 LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale C7 NOTES J � 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENINGuj 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI IF PRECAST. �4000 Q 72„ x 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) EDGE T EXISING PAVEMENT (AS DETERMINED IN FIELD) 7-1/2" 6' LENGTH z U SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. TACK COAT THE PROPOSED 0.5' FROM EP 1u1�O 1 Q U z DRAINAGE4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAVERS 5" W J SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF � THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND EXISTING SUBBASE PROPOSED SUBBASE O� O�� O�� O O ANCHOR WITH 5/$" REBAR IMBEDDED 24" IN GROUND; Q C z G LLI LJ,J DESIGN SPEED AS SHOWN IN APPENDIX A OF 4" 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. - - - - - - - - - - - - - - - - - - - - - - COMPACTED SUBGRADE �� O O�O� O 2 PER WHEEL STOP ��0,��10� o 0 120 ' Q I- O CONSTRUCTION JOINT DETAIL �o z ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS i0 ® PROPOSED MINIMUM 1 /Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) w D D D x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS ' 1 ' D D D D D AS DETERMINED BY CORES (SEE NOTE 3) W PRECAST CONCRETE WHEEL STOP No Scale D D D D D NOTES: D n D o D o D D 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. v THE BOTTOM OF THE CURB AND 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. 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 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. HMINIMUM DEPTH OF 7" THIS AREA MAY BE CONCRETE THE OPTION OF THE CONTRACTOR IS MAJNTAINED. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER.AT W 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. /\ I Q 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 6„ ui 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. ° EP m 5' W JOB NO. 43567 SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER XVDOT ROAD BRIDGE XV DOT SPECIFICATION ROAD AND ASPHALT PAVEMENT WIDENING REFERENCE AND STANDARDS BRIDGE STANDARDS CURB TRANSITION DETAIL SHEET NO. REVISION DATE SHEET 1 OF 1 105 SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 C1.1 201.03 NO Scale 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION o N 6 C U) o � o 0 E -0 D C U O � C U O � LO ,o Cu U 2 C N C o � U a O V) _E L STEEL BOLLARD (INTERIOR) (TYP. ) 14- OO °O ° ° PLACE 5' GALVANIZED " WITNESS " POST WITH ° 4 6'-0" _ CAPPED ENDS PAINTED BLUE IN REMOTE AREAS 4° ° (TYP.) AS DIRECTED. MARKER LOCATION MAY BE SUBJECT J66 "" ° I Oj F" \ ° d TO HIGHWAY DEPARTMENT APPROVAL. ° NOTE, MIN, RE DIAMETER MANHOLE 6' ± N 0° I °� I d I °4/�\ I 1'-0" (TYP.) o 4 REQUIRED, BOARD - _ _ ° ° _ ^ ° ° FINISHED GRADE $ B REFER TO ARCHITECTURAL PLANS FOR ItH STEP D " A ° ° <TYP.) ° DROP MANHOLE PVC CROSS (� ° 41 ° a ENCLOSURE DETAILS ° ° USE APPROVED FLEXIBLE RUBBER �O ° ° r Z' 4 BOUT, `O a /I ,;VI'�,', I',• 4 ° ° ° ° ° ° ° ° STEEL BOLLARD EXTERIOR A ° 4 ° (EXTERIOR) o II ADJUSTABLE TRAFFIC RATED CD °° ° ° (TYP.) '` Q`' II VALVE BOX W/ LID 1 8 ° 4 6' GASKETED O U 9 4 e STOP COUPLING Z ;3 ° DO ° DUMPSTER GATE (SEE - 27' 2 a 0 ° ° DETAIL THIS SHEET) PIPE STRAPS ':: DROP PIPE Z N 1"x6" FENCE BOARD y ° d ° ° 4 ° '° ° (STAINLESS STEEL) 6"x6" POST - - - - - - » _,... L SPACED EVERY •. ••• �'• 2' VERTICALLY V" ' •'� 00 45° CHAMFER 21 -0 �\ ,� DENOTES DUMPSTER '''" ' N I I (2 PER DUMPSTER PAD) RESTRAINED BEND LAYOUT L� \� ° ER INFLUENT -- e . PIPE •a' °• a 'a °• M.J. GATE VALVE - °SEWd ° a ► ER ° 2"x6" RAIL a' • aa' ° ¢ • ° a ' ¢ • ° PIPE - - - - - 4 -------- - - - - PLAN FINISH GRADE PROFILE MIN. 6' BEDDING WITH NO, 68 STONE WATER < LINE IF 4X4 6/6 WELDED 4 WIRE MESH 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO �P'•r CONCRETE FOOTING NOTES: �2" (2) FEET. 1___I iv 3,000 PSI @ 28 DAYS ALL LUMBER TO BE PRESSURE TREATED, „ 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 2500 P.S.I. SOUTHERN YELLOW PINE. ' • •�• ' '° 6 CLASS A3 CONC. THE DROP FITTING WITH STANDARD GASKETJOINT. CONCRETE Al ALL FASTENERS TO BE GALVANIZED. THRUST BLOCK 4 2'x 2' BEARING AREA. 4" VDOT #57 STONE 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF .• 4 4 21A STONE STAINLESS STEEL. a• 18" DIA./\\\/\\\\\\\\� COMPACTED SUBBASE 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT 4 c TO SPRING LINE OF MANHOLE INVERT. a .. DETAIL CONCRETE DUMPSTER PAD 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. N 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. NOTE : CONTRACTOR TO VERIFY WITH ON -SITE 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GEOTECHNICAL ENGINEER FOR FINAL CONCRETE TWO 8" DIAMETER DROP CONNECTIONS. DETAILS. TYPICAL GATE VALVE SCREENING FENCE DETAIL STANDARD INTERNAL DROP CONNECTION NO Scale N.T.S. NTS FIG. W-5 FIG. S-1-C2 TRANSITION BETWEEN PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I SHAPE TO CONTOUR I I OF PIPE 17 I I I I / ^ I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / / CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I �/ ' '° OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ' DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE - ° PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN 1` METHOD OF TREATMENT IN MANHOLES VDO ROAD AND RIDGETANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION 1" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL i" TYPE "K' SOFT COPPER 1'x1NI" TEE NOTE. NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. LOCKWING BALL YALVE NLT 38' MIN. OUTLET) ULE ) 1/8 BEND COUPLING-\ /�, / p`s_ 1 / FOR USE ON ATTACHED FAMILY RESIDENTIAL SERVICES ORRDUAL RESIDENTIAL AND IRRIGATION SERVICES. O 0 2 R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -CAST IRON LID FINISHED GRADE 12""-15 L-CORPORATION STOP ;ale"**`+,;nT ,.i%-'`�i BRICK AS NECESSARY SAND OR DUST UNDERyy+',�= �w•� '•' �'<y?•"j 4' DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH LONG STONE POCKET, VDOT MINIMUM THICKNESS) SPEC. 203. NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A 44" MIN. 60" 36" a ' (22.5" FOR COMPOUND METER) 1B MIN. 17.5'-� 37" MIN. 12- MIN. WINGNUT LOCKING ASSEMBLY QD t.. 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" (TYP.) TirexF.@Sec I us'i o ns COMPOSITE FENCING SYSTEM 858" �12 _ Typ NOTES: 1. INSTALLATION TO BE COMPLETED PER MANUFACTURER'S SPECIFICATION. 2. THIS DRAWING IS PROVIDED FOR PLANNING PURPOSES. REFER TO MANUFACTURER'S INSTALLATIONS FOR CONSTRUCTION DETAILS. 3. REFER TO MANUFACTURER'S WEBSITE FOR PRODUCT INFORMATION. 4. DRAWING NOT TO SCALE. 53„ 4 ARCHITECTURAL DRAWING: TREX SECLUSIONS FENCING T TALL x 8' WIDE y G COMPONENTS ® 1� I-, Post Cap: Pyramid, Flat, 1 or Crown ❑❑ 1 144" 5" x 5" Post 4" x 4.9" Top Rail Vx5.75" Interlocking Picket 19 (Cut to 79 1/2") 1"x575" 2 91"* Bottom Rail Cover X1 90 1/2" Aluminum Bottom Rail r 4 Fence Bracket 1 5/8" (Typ) 24 Exterior Wood Screws Lengtn may vary Post Cap Top Rail I Interlocking Picket I I Aluminum Bottom Rail Fence Bracket Bottom Rail Cover Concrete Fill - - - - - - - --- - 8„ Post Profile: Cut View / Elevation View 160 EXETER DR., WINCHESTER VA, 22603 WWW.TREXFENCING.COM Trex@, the Trex® logo, and Trex Seclusions@ are either COLOR: BEACH DUNE federally registered trademarks, trademarks or trade dress of Trex Company, Inc., Winchester Virginia or its licensees. Publication date Jan 30, 2019 Copyright © 2019 RLA Designs. All rights reserved. DUMPSTER PAD & ENCLOSURE DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) L_ 3" CONCRETE COLLAR `CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale r= r )LFT. STEP RYA.) e II NOTE, MIN, 60' DIAMETER MANHOLE REQUIRED. ZOP MANHOLE PVC CROSS ( USE APPROVED FLEXIBLE RUBBER BOOT, o�rc o= o= _ GASKETED 0 Q STOP COUPLING o�0 27'7 PIPE STRAPS DROP PIPE (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY _-90° RESTRAINED BEND :.._ 4 rirc a 4' •a „ 4' MAIN SEWER ° PIPE PLAN 7 PROFILE MIN, 6' BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE101NTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* EMBEDMENT 8"MIN (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE �OT BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING NO, 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 • •- • i - 11111101 I\ • •• �+ TO • \R. #68 STONE zwoj v 8.. X 6., TEE 2500 P.S.I. CONCRETE BASE AND THRUST :..,• el ; �° BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO 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. 4. 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 ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED TAMPER OF PIPE OF O HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 0 0 U CR A TCT W J. KO'?'.AI's.S KI L,ic. No. 0402048507 kz /20r+ M >_ O o rn �, N >E LU E a U, C) U. O w 0 ro rI a J U co Z LU ~ C:) to vi orj CD W w IOC Q to 0 � LUO p Q 0 U = Q) N Z �Ua"' O z c M O Ln U) $ N > U d M 00 J U) O _ cD O H p o w N w 0 w_ N = Q 71- U O Q z No 0 tj DATE 1112512019 O r DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE ® N/A • r n z 11 0 iJ 11 D W LU U �1 LL LL Co O Q _j U) z J F-I J � I --I > W U� o z H� Z:) IO Q ° z LU Q WJ < !^ Q v, LU w LU ED Q O z W W, ii U ce W MW W JOB NO. 43567 SHEET NO. C1.2 -0a 00 o O C (n z 0 O o � c m o -0 C: c 0 m 0- o 0 c IY � C0 3 Z N O G�i � a � x F- O w O O L 0 O Q L-. o '3 a CM Y N t0 N X C o .o O U P � N N 0 0 c o m E � 0 c U f0 ao m O m_0 CU G -0 o C Lno (n. N U �2 c N GT N O c o � U CL o 0 -� �=E L ACO DRAIN April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) 0/01Y3HY ]NO Shcills �-- --�T 31®WnH d DIS Ol 038Vd3dd 38 0 (r) �T m m co NOI-LVIS 'L 00 IJ + 009 0111111 OvOH 0113 9r PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 1: Revision 1-4/1/2015 Page 6H-54 Page 6H-53 W20-7 3-4 10TE 9 1 W20-V26 SEE NOTE 14 N20-1 April 2015 Typical Traffic Control Non -Stationary Operation on a Two -Lane Roadway Using Flaggers (Figure TTC-24.1) -NOTES Guidance: 1. Sign spacing distance should be 35W-500' where the posted speed limit is 45 inph or less, and 50W-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option. 3. Where Riaht-of-Wav or ueometric conditions prevent the use of 48" x 48" signs. 36" x 36" suns may be 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 6H-3 on Page 6H-5). 5. The Flagger (W20-7) symbol sign shall stay within 'V2 mile of each flagger. Guidance: 6. Additional Flagger symbol signs should be placed at % mile intervals and either erected by the approaching flagger, 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 traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56.for additional information on highway -rail crossings). 8. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign, then the advance warning signs should be readjusted at greater distances. Standard: 9. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 10. A shadow vehicle with at least one amber rotating, flashing or' oscillating lights shall be parked 80'-120' in advance of the first work crew. 11. The maximum length of the work area shall be two miles. l: Revision 1 - 4/l/2015 © KNOX" Knox -Box® 3200 Series Serving First Responders Since 1975 HINGED DOOR MODEL Recessed Mount High Security Industrial/Government Key Box with Face Flange enwnm �L R 1SE0 Eauinnerr Front View Surface Mount CE The number one high -security KNOX-BOX® is used for most commercial applications including businesses, schools, government and 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 - 8 lbs. Recessed mount - 9 lbs. Options • Alarm tamper switches (UL Listed) • Recessed Mounting Kit (RMK) for recessed models only • Inside switch for use on electrical doors, gates and other electrical equipment Heavy 1/8" Thick Stainle55 Stainless Steel Steel lock cover - Door Hinge 4 Hole for El tamper Seal o- 1/2" Solid plate Steel door with gasket 1/4" Solid Steel housing 100% welded 3200 Surface Mount Front View Side View 7" WIDE 3" DEEPS 7" HIGH El Flange (recessed model only) 1/4" Steel case, 100% welded T' x 7" flange (rece55ed model only) 3-3/4" - 3200 Recessed Mount Ordering Specifications To insure procurement and delivery of the 3200 Series KNOX-BOX, it is suggested that the following specification paragraph he used: KNOX-BOX surface/recessed mount with hinged door, with/without UL Listed tamper switches. 1/4" plate steel housing,1/2" thick steel door with interior gasket seal and stainless steel door hinge. Box and lock UL Listed. Lock has 1/8" thick stainless steel dust cover with tamper seal mounting capability. Exterior Dimensions: Surface mount body- 4"H x 5"W x 3-3/4"D Recessed mount flange- TH x TW Lock: UL Listed. Double -action rotating tumblers and hardened steel pins accessed by a biased cut key. Finish: Knox -Coat® proprietary finishing process Colors: Black, Dark Bronze or Aluminum P/N: 3200 Series KNOX-BOX (mfr's cat. ID) Mfr's Name: KNOX COMPANY KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-2299 • Web: www.knoxbox.com • E-mail: info@knoxbox.com I'A 7 \ 0• a/c' %a" R TYPICAL SECTION (DIMENSIONS MAY VARY WITH MANUFACTURER'S DESIGN) REFERENCE NO. 6 GALVANIZED STEEL STEP MINIMUM OF 3" EMBEDMENT ALUMINUM STEP STANDARD STEP VIRGINIA DEPARTMENT OF TRANSPORTATION ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD CAL SECTION NOTES: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF 4' 0" OR GREAT UNLESS OTHERWISE NOTED ON THE PLANS. ER U LE ALL STEPS SHALL PROTRUDE 41/2" FROM INSIDE FACE OF STRUCTURE WALL. MAXIMUM STEP SPACING TO BE 16" C-C STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN EXTENDED 4%2" FROM THE FACE OF THE SUPPORT. STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED FOR THE ENTIRE DEPTH OF ANY STRUCTURE. IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO,CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM B221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL SPECIFICATION TC-C-00498A. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 106.09 One meter channel CL lO 010 i1.YTRAL 39,37" (1 meter) _ 1 :9 - VI ® �t -' 12.80" (325 mm) to 1 1 20.67" (525 min 6.30" (160 mm) E 0. m Knock -outs included on every 5th channel 13.86" (352 mm) 11,81"(300 mm) 11.81" (300 mm) to 19.69"(500 mm) 14.25"(365 mm) 22.6T (576 mml Outlet Product Outlet size (Sch.40) Invert Depth GPM CFS A Bottom outlet - SK3-00 6" round 11.81" 421 0.94 A Bottom outlet - SK3-040 6" round 19.69" 544 1.21 B Bottom outlet SK3-00 8" round 11.81" 748 1.67 B Bottom outlet - SK3-040 8" round 19.69" 966 2.15 C End outlet - SK3-00 6" round 11.81" 364 0.81 C End outlet - SK3-40 6" round 19.69" 500 1.11 D End outlet - SK3-10 8" round 13.78" 681 1.52 D End outlet - SK3-40 8" round 19.69" 863 1.92 E End outlet - SK3-20 10" round 15.75" 1116 2.49 E End outlet - SK3-40 10" round 19.69" 1304 2.91 F Type SK3-903D 4" round 29.80" 287 0.64 G Type SK3-903D 4" round 36.29" 319 0.71 H Type SK3-903D 4" round 28.22" 279 0.62 I Type SK3-903D 6" round 36.29" 707 1.57 I Type SK3-903D 4" round 28.37" 280 0.62 K Type SK3-903D 4" round 34.87" 312 0.70 L Type SK3-903D 6" round 29.15" 626 1.40 M Type SK3-903D 4" round 28.59" 281 0.63 N Type SK3-903D 6" round 36.28" 707 1.57 O Type SK3-903D 4" round 35.72" 316 0.70 P Type SK3-903D 6" round 35.72" 701 1.56 Q Type SK3-903D 8" round 36.28" 1237 2.76 R Type SK3-903D 6" round 34.78" 690 1.54 S Type SK3-903D 4" round 27.65 276 0.61 T Type SK3-903D 1 4" round 34.36 1 310 1 0.69 April 2018 Half meter channel Top 19.69" (0.5 meter) O 14.76" (375 mm) • 16.73"(425 mm) 18.70" (475 mm) yv 20.67" (525 mm) 0 �vv II 1 � � Q S v R .� P T Total capacity = 15.59 gallons • Note: These are the pipe flow rates at the specified outlet, Type 904D In -line catch basin NOT channel flow rates.* Catch v basin flow rates are without Notes: trash bucket - using trash 1. Riser can be cut dow in 1" (25mm) bucket reduces flow. increments. E 2. Maximum capacity including riser 27.82 gallons. C5 cli 3. Add 12" (300mm) to all heights if using riser. Zn - I 0 11 4. Outlet flow rates will be higher due to increased depth - contact ACO Sales Office for more details. O U End Cap 0.20" (5mm) wit E N E Bell end to fit D CD 6", 8" or l O" N Sch. 40 pipes C -I 1.25" (32mm) www.ACODrain.us ACO DRAIN PowerDrain - S300K iron edged channels Description Part No. Invert Weight Description Part No. Invert Weight Inches rn lbs. Inches' mn19 I lbs. SK3-00 Constant depth channel - 39.37" (1mj' 69041 11.81 300 140.0 SK3-28 Sloped channel - 39.37" (lm) 69028 17.32 440 176.8 SK3-1 Sloped channel - 39,37" Rrn) 69001 12.01 305 140.0 SK3-29 Sloped channel - 39.37" Urn) 69029 17.52 445 178.3 SK3-2 Sloped channel - 39.37" Urn) 69002 12.20 310 141.3 SK3-30 Sloped channel - 39.37" (1mP 69030 17.72 450 179.6 SK3-3 Sloped channel - 39.37" (lm) 69003 12.40 315 142.8 SK3-030 Constant depth channel - 39.37" (lm�- 69046 17.72 450 179.6 O SK3-4 Sloped channel - 39.37" (lm) 69004 12.60 320 144.1 SK3-0303 Constant depth channel - 19.69" (0.5mp 69049 17.72 450 100.0 SK3-5 Sloped channel - 39.37" (1mP 69005 12.80 325 145.4 SK3-31 Sloped channel - 39.37" (lm) 69031 17.91 455 180.9 .� SK3-6 Sloped channel - 39.37" (lm) 69006 12.99 330 146.9 SK3-32 Sloped channel - 39.37" (lm) 69032 18.11 460 182.4 ywA SK3-7 Sloped channel - 39.37" Urn) 69007 13.19 335 148.2 SK3-33 Sloped channel - 39.37" Urn) 69033 18.31 465 183.7 SK3.8 Sloped channel - 39.37" (lm) 69008 13.39 340 149.5 SK3-34 Sloped channel - 39.37" (lm) 69034 18.50 470 185.0 SK3-9 Sloped channel - 39.37" (lm) 69009 13.58 345 150.9 SK3-35 Sloped channel - 39.37" (1mP 69035 18.70 475 186.5 SK3-10 Sloped channel - 39.37" (1mP 69010 13.78 350 152.3 SK3-36 Sloped channel - 39.37" (lm) 69036 18,90 480 1873 SK3.010 Constant depth channel - 39.37" (lmry 69042 1378 350 152.3 SK3-37 Sloped channel - 39.37" (lm) 69037 19.09 485 189.1 SK3-0103 Constant depth channel - 19.69" (0.5mp 69045 13.78 350 84.2 SK3-38 Sloped channel - 39.37" (lm) 69038 19.29 490 190.5 SK3-11 Sloped channel - 39.37" (lm) 69011 13.98 355 153.6 SK3-39 Sloped channel - 39.37" (lm) 69039 19.49 495 191.9 SK3-12 Sloped channel - 39.37" (lm) 69012 14.17 360 155.0 SK3-40 Sloped channel - 39.37" (1m)D 69040 19.69 500 193.2 O SK3-13 Sloped channel - 39.37" (Im) 69013 14.37 365 156.4 SK3-040 Constant depth channel - 39.37" (lmy" 69048 19.69 500 193.2 SK3-14 Sloped channel - 39.37" (lm) 69014 14.57 370 157.7 SK3-0403 Constant depth channel - 19.69" (0.5m)D 69050 19.69 500 109.0 SK3-15 Sloped channel - 39.37" (1mP 69015 14.76 375 149.1 SK3-903D Inline catch basin-19.69" (0.5mP) 69053 37.40 950 99.4 SK3-16 Sloped channel - 39.37" (1m) 69016 14.96 380 160.5 SK3904D IMine catch basin-19.69" (0.5mP 69054 49.53 1258 104.4 SK3-17 Sloped channel - 39.37" (lm) 69017 15.16 385 161.9 Series 600 Optional plastic riser 99902 10.0 !� SK3-18 Sloped channel - 39.37" (lm) 69018 15.35 390 163.2 Foul air trap -fits both 910 & 610 basins 90854 - - 1.2 SK3-19 Sloped channel - 39.37" Urn) 69019 15.55 395 164.E SK3 channel Universal end cap 96827 19.69 500 2.5 SK3-20 Sloped channel - 39.37" RmP 69020 15.75 400 166.0 SK3 channel Installation device 97479 - - 4.9 SK3-020 Constant depth channel - 39.37" (lmrl) 69044 15.75 400 166.0 Grate removal tool 01318 0.3 SK3-0203 Constant depth channel-19.69" (0.5m(D 69047 15.75 400 92.0 SK3 ductile iron slotted grate@ 02445 50.0 OSK3-21 Sloped channel - 39.37" Urn) 69021 15.94 405 167.3 SK3 ductile iron longitudinal ADA grate @ 96833 64.0 SK3-22 Sloped channel - 39.37" (lm) 69022 16.14 410 168.7 SK3 ductile iron 4-bolt 99592 50.2 • Ai SK3-23 Sloped channel - 39.37" Urn) 69023 16.34 415 170.1 SK3-24 Sloped channel -39.37"(lm) 69024 16.54 420 171.4 *v SK3-25 Sloped channel - 39.37" (ImP 69025 16.73 425 172.7 SK3-26 Sloped channel - 39.37" Urn) 69026 16.93 430 174.2 SK3-27 Sloped channel - 39.37" (lm) 69027 17.13 435 175.5 vNotes: 1. This channel offers bottom knockout feature: 6" & 8" round. • lv 2. Inverts shown are male end; for female invert depth subtract 5mm (=02') from male invert (except neutral channels where it will be same as male invert). To calculate overall channel depth, add 20mm (0.79'1 to invert depth. 3. Catch basin assembly includes grate, polymer concrete top, trash bucket and plastic base. • l'� 4. Catch basin assembly includes grate, polymer concrete top, deep trash bucket, plastic riser and plastic base. 5. See 12" width ductile iron grate specification info for grate details. v Specifications Frost proof YES edge rail shall be at least 1/4" (6mm) thick. Salt proof YES General Dilute acid and alkali resistant YES Installation The surface drainage system shall be ACO Drain The nominal clear opening shall be 12" (300mm) The trench drain system shall be installed in accordance with the manufacturer's installation PowerDrain S300K as manufactured by ACO, Inc. or with overall width of 10.24" (260mm). Pre -cast units instructions and recommendations. equal approved. (Add appropriate grate - see grate shall be manufactured with either an invert slope of spec information). 0.5% or with neutral invert and have a wall thickness of at least 0.67" (16mm). Each unit will feature a Materials partial radius in the trench bottom and a male to The trench system bodies shall be manufactured female interconnecting end profile. Units shall have from polymer concrete with minimum properties as horizontal cast in anchoring keys on the outside follows: wall to ensure maximum mechanical bond to the surrounding bedding material and pavement surface. Compressive strength: 14,000 psi The ductile iron edge rail will be integrally cast in by Flexural strength: 4,000 psi the manufacturer to ensure maximum homogeneity Water absorption 0.07% between polymer concrete body and edge rail. Each ACO, Inc. Northeast Sales Office West Sales Office Southeast Sales Office Follow us on 9470 Pinecone Dr. 825 W. Beechcraft St. 4211 Pleasant Road n Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 _ "-' Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 543-4764 Electronic Contact: Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info@ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.ACODrain.us 0 April 2018 ACO, Inc. This information is believed to be accurate but it is not guaranteed to be so. We cannot assume liability for resuhs that buyer obtains with our product since conditions of use are beyond the control of the company. It is the customer's responsibilityto evaluate suitability and safety of product for his own use. ACO, Inc. reserves the right to change the product and specifications without notice. v1.0 April 2018 www.ACODrain.us SPEC Z MR Milo Q CFA TG W: Y. KOTARSKI L,ic" No. 0402048507 2 / 4 / 2 0 70NN . M O O rn U N � N C > E w 6E Z� Q L~L a o U. o w O ro ri J U 00 W J - Ln M d C:)(v U W N z � O X� C = U > tD a Ln c M rn O (V a L M d � 00 J CD LU �o I- Z O H a z � w U 0 O Z O z O w U O N W O N Q � O N CD DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z I­4 uJ 1� D W Uj U 1­1 U. U, 41;T �^ O Q V J z J ry J j < Lij Uz HH 0 0 ° C) z W W LU UJ J Q O z Uj Uj U ce Uj Q Uj co JOB NO. 43567 SHEET NO. C1.3 c 0 c iv N 0 rn to 3 0 2- C 0_ c to Cn d 0 0 c to ,z a 0 3 c 0a MO -a o O Z 0 o � to o a C c 0 to c a o O c v(Di 3 Z N O U) � Q x H 0 0 oL..� 5 m 0 nL.. 0 .3 a m 9 N Co 0 N X C:0 .0 O t 2 c N O m E � 0 c c� m O m -0 c a-0 �- m U O C tn .o to L) -0 ` c N N 0 c O (6 O a� a) _0 �E L PP 0 EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) 8" WATER LINE TO BE CONSTRUCTED BY THE COUNTY AS PART OF THE IVY ROAD SIDEWALK n PROJECT. WATER METER VAULT a PERMANENT VDOT APPROXIMATE LOCATION OF RELOCATED POLE DUE TO IVY ROAD SIDEWALK PROJECT. UTILITY EASEMENT qO �R APPROXIMATE LOCATION OF SANITARYP/PE, STORM 4B� O(� PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE /'D F? CONSTRUCTED BY COUNTYAS IVY ROAD SIDEWALK s% PROJECT. COORDINATION WILL BE REQUIRED. loll\ _ MHS TOP=568.87 TEMP. EASEMENT FOR ENTRANCE / r / \� �� \ ;; � _ � ? , , ,� _�, � _. ,., �_ - ,, lNV.4 "1N=565.62 (W) SEE DB 5134 PG 766 ' _ _ i l 7 , , - , - \ l�l q FiLjF INV.4 "1N=562.70 (W) \ \ �\\\\ \ ,SIG`\ I lNV.3"1N=564.45 (SW) / �_°7�• \-ta.,POLE INV.6"IN=566.02(S) \NV. OUT87N=5F2. 65 (E) �,1 _ _ _ Q % POLE OHS _\ - _ l - - \ \ \ /�7f'Al \ \ \ \ PO l \ \ \ \ \ \ \ , 84-Av- I SIGN \ OH �l _ -RKF50C \ / -41 \ N \ \ \\ MHS I / PPF 1 POLE \ OHu-�- / \ \ \ \ / /I 16PPF1 \ _ - - - \ POLE l \ \ ` \ TOP=566.26 5 \ PPF1 / fraL ' 'POLLS-, S \ \ SqN/ lNV.B'lN= 59.81 W Sl y I �UJPF2326 '� 1 \ \ \ sgN�B"P(�; INV.8' l =560.30(S) \ �\� \ \ 'Q T INV.0UT=559.96(E) 611 ' a co II I _ _ _ PAVEMENT ` a � r / r \ TMP 06000 00 00 03800 O \ I 'I W ST END SHOPS- , \ \ 574.76 PERMANENT DOP/N,4 / \ ' DB 1805 PG 670 ENERGY EASEMENT � � - \ P co \ I I 1.42 1�ES FROM RECORDED PL �Q l W I l _'C \ \ \ SEE DB 5134 PG 766 \ \ \ \ 20' I�OAL� RW / I 519' 2246IVY ROAD - \ \ �� -----� \ \DB 248 PG,1�[i, O 1 _ 1 CD TMP 06000-00-00-03700 h / / r\ ` JOSEPH W. & MARYJANE TEAGUE = DB775PG154 �� ZONE: HIGHWAY COMMERCIAL LAI�DSGA2� USE: COMMERCIAL (FUNERAL HOME) 20"WALNUT \ \ 1 `\ /\ \\ P 573�� IN, BUILDING S�2NE 1-112 STORY Q I , / / / , ✓ STONE AND WALE \ / / / \ \ j ss \ \ TEMP. AC UNITS FRAME � y / J� E SEMENT FOR D / \ ,l �`/ \ co \ Sys \ (ENTRANCE I 1 SIGN tl SEPTIC TANK I\ ph P/ ems' \ SEE DB 5134 �5 PG 766 1 \ \ 1 � I \ \ RD �D � \ �LP \\ I -------------------- iAI�SCAPE C \ 18" TREE // /� s/ s'9_ ' ' MKS TOP=579.44 -t-- / SIGN \ � ,�'� \ % / �S/ ,I INV.B"INPVC=573.40 - INV. OUTS IN PVC=566.66 POLE \ - - PP I AlR SIGN / S87 \ - � I % - 12„ STONE WALL RD \ // TMP 06000-00-00-03900 1 ' ' / ' �/ �\ WEST END SHOPS -EAST LLC R /F , • a ,, DB 1805 PG 664 POLE BE HMARK I r 582_ , _ _ _ WATER TANK BUILDING RD 1500. / // / 11\ ZONE: HIGHWAY COMMERCIAL PP 2 STORY BLOCK RD N79° // / TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) - C"' - IPF BENT _ BENCHMARK TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) W AND STUCCO - \ 504 �' Q� // / �\ \ USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) 583 - HC SIGN- RD /� \ I � ` �-__ -� � .• .• �. .' , • • , f -tee - / _ , . SIGN 584" W 'MHS F = co \\ 20'SANITARY l I I / S M/ TOP=583.74 - SEWER EASEMENT / / 6 oo INV.4 IN=574.95 (NW) / SD INLET - 1 I DB 488 PG 624 / I PN/ INV.8"INPVC=574.74 / I � TOPS 576.OS l / - - - - _ i / / S 'I INV.OUT8"PVC=574.89-�-_-__ r / IN .IN 6'PVC=574.83 / - - - - 6„ rVC - r �c i I INV. OUT 12"RC#=574.44 ANGELA lGN / 1 /� / PAVEMENT / � i--"�---- I /SD INLET �l I I 11 l i I h TOP=583.30 i INV. OUT 6"RCP-&81.50 I WOODEN / I / SD INLET X FENCE/ I -585 \ �) TOP=576.19 217 00' IPF INV.IN 12"RCP=573.79 BENCHMARK INV.OUT 12"RCP=573.72 TMP 06000-00-00-04005 CHARLOTTESVILLE INVESTMENT PROPERTIES DB 860 PG 568 ZONE.' R 15 RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) � A " N85°1644 vv TREE LIN MHS TOP=580.64 INV.4 "IN= 578.24 INV.IN 2-2'PVC=577.79 INV.8"INPVC= 575.84 INV.OUT=575.76 ROD -IF BENCHMARK 014 P - - - co 00 0 Q z SCALE 1 "=20' NOR 0 20' 40' 0 L,ic. No. 0402048507 kz /20 M E O 0 M V N N C > E W Q LL o U. o W O Q "'' U , a J W J - Ln M rj W cc" N 2E O X < C) U j ko a cLn O rnN Q M a 00 J M 0 (D M O 0 W LH U Q z 0 M 0 r ►7 �13 z a z W U Lu 0 uU z r O z O U W DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCA2 1 ,0, r�i J w U 1--1 LL 1 r^ vzJ ozo Q J1 > Uzo z o U V L. Lu J z w m U) Q X W JOB NO. 43567 SHEET NO C2.0 L PP \ \ Z \ o EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) 8" WATER LINE TO BE CONSTRUCTED BY THE \ \ \ COUNTY AS PART OF THE IVY ROAD SIDEWALK \ \ \ \ \ \ a PROJECT. ABANDON \ \ WATER METER VAULT \ _ S SAW \ A�� APPROXIMATE LOCATION OF RELOCATED POLE DUE TO IVY ROAD SIDEWALK PROJECT. PERMANENT VOOT j \ \ , \ o '- r► siG ` SqN VY'�O UTILITY EASEMENT l ► - _ _ �\ \ v WD fiRQ� EASEMENT TO REMAIN / ► _,!_ _ '� �R/qB� (SEE SHEET C8.0) ► _ , � Rid, TEMP. EASEMENT FOR ENTRANCE� SEE DB 5134 PG 766 ' _ _ �IGw l R E M O -1 Pq EASEMENT TIMING TO BE ► ;r~ �'���\ \ / SIGN COORDINATED WITH COUNTY REMOVE SIGNS RE OV�`\\�,_, ` P TYP. \--- - - - - -SIGAI \ OHU- / 'SIGN \ PPF1 POLE ' OH -/ P �FS� _ o► E UV l L A E APPROXIMATE LOCATION OF SANITARY PIPE, STORM PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE CONSTRUCTED BY COUNTYAS IVY ROAD SIDEWALK PROJECT. COORDINATION WILL BE REQUIRED. ABANDON MHS SANITARY TOP=568.87 LATERALS AT /NV.4"1N=565.62 (W) MANHOLE INV.4"IN=562.70 (W) T \\ INV. 3 "1N=564.45 (SW) POLE INV.6"IN=566.02 (S) P9 INV.DUTS"lN=5F2.65(E) -,g" r SAWCUT MHS \ T TOP=566.26 n► / S 1NV.8'7N=,559.81(W) I o = Gf PPF232 �1 \ sqN INV.8'l 560.30 S V c ,, REMOVE------ IL YP S[ ,-\ \ Jtf= O a ✓ / I - OVERHEAD G Y R l GUY \ \�INV,0UT=559.96(E) POWER LINE REMOVE S S / \ I a ► 11 I TMP 06000-00-00-03800 P VE NT \ \ I ? Zi ill fix/ I l l S4. 6 \ W ST END SIjOPS-WES�L��\ \ \ l r- 1 Fc / lR�,A NDO \ / P ,D>� 1805 PG 670 � E/Y/E E N \ \ \ � / ►` �` / \ > I/ l Il 1.42 \ E 4-'FROM M RECORDED PL \ / �4C�7 S O CO � n . 7.6 � � 2 O Q R w I / l 9 2246IVYROAD T IN/ O /tZ6 C� / E SE T ► / _- � B N N D SE I / �. / TC8. � / /*Aw TMP 06000-00-00-03700 / I / l l � / ! \ 1 / / \ \ /. \ JOSEPH W. & MARY JANE TEAGUE II / - _7 ` I DB 775 PG 154 \ \ \ / � � x� ZONE: HIGHWAY COMMERCIAL 0 1 / USE: COMMERCIAL (FUNERAL HOME) LANDSCAPE REMOVE \ , I j 011yu 1 l 20" WALNUT / Q 573 1 / I CD REMOVE EM / � � BUILDING Y ► REMOVE ,� �� � 's� ► I / O 12 OVERHEAD r \ BUILDING / 1-1/2 STORY STONE / \ I ► 11 / \ ® l / \ ► POWER I,1RLE WALL / / �// EMP. I I .9` STONE AND � l � AC UNITS l / / zi1 FOR �wq REMOV FRAME Dco / \ /' l / � l'UTRANCE ► REMOVE I I REMOVE l �/ �E DB 5134 i I SIGN � /� '/ I SEPTIC TANK / / `s , PG 766 RD REMOVE o i \ MOVE \ APE ► C IXP l A SCAPE 1 ►/ / SAWCU T 1 !-1 l MHS / s, }' �, s / ► /i a TOP=579.44 _ ► I / ` 1 REMOVE ' ` / INV.8"IN PVC=573.40 1/ ,� 1 1 SIGN�� S l � _ ► / INV.OUTS, IN PVC=566.66 _ _ I ► /I A / Q / I 1, I _ POLE I /� / Z 1 I R IG / / l _ PPsir 12" STONE WALL - - - I ► ,qD /� � / / TMP 06000 00 00 03900 R /F WEST END SHOPS -EAST LLC 11 58 l \ BE HMARK / REMOVE / / POLE I� BUILDING / - - DB 1805 PG 664 ► / WATER TANK RD PP I l ► 2 STORY BLOCK RD l / _ _ 1 _ � \ ZONE: HIGHWAY COMMERCIAL \l ► USE. COMMERCIAL NEIGHBORHOOD II/ 1 AND STUCCO / / / I �\ \ ( I1 / REMOVE BUILDING AND / / -� �� Ll _ 1 SHOPPING CENTER) / _� r/ SURROUNDING I, / LANDSCAPING, CURB, I► / AND SIDEWALK ' 1 I C / J ► \ RD I HC SIGN i1 / ► / V ABANDON EXISTING , 1► / / TMP 06000 00-00 03600 ► / GAS SERVICE TO ABANDON 300 TWIN SYCAMORES LANE LLC W II SANITARY _ DB 3995 PG 533 BUILDING 1► / LATERAL AT / X / �l`lC SIGN ZONE: COMMERCIAL OFFICE USE: COMMERCIAL OFFICE Q I► / I 1 �p® } MANHOLE / I _ I - -- REMOVE INLET AND j ✓ / \ / - 5Sa- DOWNSTREAM I► / i PORTION OF 12 \/ V / / M PVC STORM LINE I I / / _ TO - ST R I / o 583.74 O'SAlIT 1 , IN ►4 IN 574.95 NW / L T __ / l l = / ► l / / / �Ntl B INPVC 574.74 / _ y � B 88 P 24 - ► T - / _ / / S / - - C 6 0 � � /� l � I N .OUT8 PVC-574.89- _ l _/.� / /S _ __L 6 P / G 1� .lN6P�C54.3 / � � � � I ► 1 / I LET I i RE C�V f CSC I IN 2 GrP 5 4. 4 / .�_ �� AG ASIN l / l G l 1► � / � / R VE / I I � Al I I ► l / l / l I l U RC=5181.5 I ► ti / / � � REMOVE � lPF BENT I - / I S\ 1 1 l ODEN / - - �i �' r � � l / lil/Ol _ g5 / REM / / l 4NCE 5 - - BENCHMARK `� ® ® / r� � _ I SD INLET \ TOP=576.19 lPF BENCHMARK INV. IN 12"RCP=573.79 TREE INV.OUT 12"RCP=573.72 ® OO LEGEND: ® REMOVE CONCRETE REMOVE ASPHALT aASPHALT TO BE MILLED XREMOVE TREE/SHRUB ------- SAW CUT I TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC I DB 860 PG 568 DB 4709 PG 224 ZONE: RI RESIDENTIAL ZONE- R 15 RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) USE: RESIDENTIAL (MUL TIFAMIL Y) I I MHS TOP=580.64 INV.4 "IN= 578.24 INV.IN 2-2'PVC=577.79 INV.8"INPVC= 575.84 INV.OUT=575.76 REMOVE ROD IF BOLLARDS (TYP.) BENCHMARK i IS 014 P - - - - co 00 0 Q z SCALE 1 "=20' 0 20' 40' 0 0 a� L,ic. No. 0402048507 kz /20 M >_ 0 0 M u N N C > E w Q U. o w o w0 ror, Q W U o � J w M rj W p N ;z � x 0�< oJe oQ �� c U j m a c Lri O rnN � M a� 00 J �� z 0 a z w U 0 O z r O z O > U W 0 N w o N � o N 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1 ,o, V z 0 J H� W w U 1�-1 LL L Q O � z z_ J Q>z U z O H� p w J w J O <� Q �ww m 0 J Q w � W/ IZ U ce w cow W JOB NO. 43567 SHEET NO. C2.1 0 c N U c 0 0 0 2- C Q 0 70 am c 0 c cu co co a `o 0 3 c L PERMANENT VDOT j UTILITYEASEMENT l / 8" x 6" TS&V TEMP. EASEMENT FOR ENTRANCE' SEE DB 5134 PG 766 6" x 4" TS&V TO 3" THREADED PLUG 6" x 6" TS&V WATERLINE A I .. 6" DIP Q V U 4 5' TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE 0 DB 775 PG 154 p R5' - ZONE HIGHWAY COMMERCIAL USE COMMERCIAL (FUNERAL HOME) O W o Za z w U R 12' _ II o' - - _ POLE pp POLE'B PP FHA R15'--\ 1p CD U EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) 8" WATER LINE TO BE CONSTRUCTED BY THE - COUNTYAS PART OF THE IVY ROAD SIDEWALK PROJECT. PROPOSED SIGN (SHOWN FOR INFORMATION ONLY) Tv� APPROXIMA TE L OCA TION OF REL fT(ll9J \ DUE TO IVY ROAD SIDEWALK PROJECT. ENT �4 \ wy RgNc s01 R30' �� SqN� R0 F Ko O S CAMP �A/ F pR RFs ENE SIN/N /MgRy�N MHS A/cgO, N TOP=568.87 E TO _ INV.4 "IN=565. 62 (W) COLON 5 \ Fi17�cN1 /NV.4 /N=562.70 (W) NgDF DR/V /All/ 3'1N-564 45 SW F \sql, POLE - ( ) BUIL6II INV.6"IN=566.02 (S) OVERHANG \ \`--PPF1, ENV O T8"1N=562.65 (E) PO WATERLINE D -- � - ,PP FSDC MHS 1 3" COPPER 3" WATER / 1 \ TOP=566.26 METER VAULT (pA FRONT vLE ` sqN� INV.87N=559.81(W) WATERLINE C \ ��' GqNTBgC F1 sAN�B„\c INV.8'7N=560.30(S) 6" DIP -164.2' ! TRL/C I� _ INV. OUT=559. 96(E) 1 M 0600 -00-0 \� \ \ „�� R25. ,VES END HOPS- EST LC PER DON7/NIQL\l \`-7 DB 1 05 PG 670 EN RGY - S . 42 AC ES FR M RE ORD D / SE DB 5 34 PG 766 20' ROAD RK7� _l 224 I VY AD O7 - - - - DB 248 PG. 11 - 12' X 25' 18' / LOADING SPACE TYP. 0 "NO PARKING 1' 9 LOADING ZONE / TYP. SIGN (R7-6) 2 STORY MEDICAL OFFICE BUILDING (UNDERGROUND PARKING) ±26,600 SF CONCRETE WHEEL STOP (TYP.) FLUSH CURB ALONG 73.4' i R15'Ar ADA SPACES 24' O7 CURB WIPE (5) ADA PARKING TYP. p / DOWN SIGNS � 154.5' TEMP. � R10 / �/ � EAOR ENTRANCE 9 SEE DB 5134 PG 766 _ 28 WATERLINE B MHS 6 DIP ( TOP 579.44 R5CU B WIPE DOWN IIII 'NV.8'9N V.PVC=573.40 TYP. 5 INOUT8 IN PVC=566.66 FDC R3' ! 5 U / 10 TYP. I R2' 8RF _ 16 RT R2' 24' R2, 2 CG TYP.----- 2 / 14 R2 \ R5' % RS / TYP. 9, " 6 TYP. ire Y TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 h ZONE: COMMERCIAL OFFICE USE.- COMMERCIAL (OFFICE) 50' REAR SETBACK ' (STRUCTURE) CG-2 R1' DUMPSTER ENCLOSURE (16' x 18') R2' BOLLARD (TYP.)' RF o 18 GuR6 O - IPF BENT - - BENCHMARK / SD INLET TOP=576.19 - IPF BENCHMARK /NV.IN 12"RCP=573.79 SCREENING FENCE INV.OUT 12'RCP=573 20' REAR SETBACK (PARKING) - PENDING WAIVER FROM SPEX TMP 06000-00-00-040C CHARLOTTESVILLE INVESTMEN7' TMP 06000-00-00-036A0 / PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONE: R 15 RESIDENTIAL ZONE: RI RESIDENTIAL USE : RESIDENTIAL (MUL T/FAMILY) USE. RESIDENTIAL (MUL TIFAMIL Y) I I R2' - TYP. i► IEWER EASEMEN DB 488 PG 624 1 R2' /24'/ TYP. / TYP. .-_ L/Nc MHS TOP=580.64 INV.4"IN= 578.24 INV.IN 2-2"PVC=577.79 1NV.8"INPVC= 575.84 INV.OUT=575.76 TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC DB 1805 PG 664 ZONE: HIGHWAY COMMERCIAL USE.- COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) I I OO @ ROD IF BENCHMARK - - CHCLP � - - - LEGEND: CONCRETE SIDEWALK a 4 HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY NOTE: 1. A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION WITH THE FIRE MARSHAL'S OFFICE. 2. PAVING/MILL AND OVERLAY AT ENTRANCE WILL REQUIRE FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD. SEE MOT DETAIL ON SHEET C1.3. 3. FIRE HYDRANT ASSEMBLY, FIRE SUPPRESSION AND WATER SERVICE CONNECTIONS, AND WATER METER VAULTS ARE NOT INCLUDED IN THE IVY ROAD SIDEWALK PROJECT TO BE CONSTRUCTED BY THE COUNTY. BUILDING FOOTPRINT: 1ST FLOOR: ±13,300 SF 2ND FLOOR: ±13,300 SF TOTAL: ±26,600 SF co 00 0 Q z SCALE 1 "=20' 0 20' 40' � -41%, tLO i.RAZ[G V'4'. J, aLz.iTh'1RS&Ir�Y/4 Lic. No. 0402048507 2/4/20 M E O O C) U N ui N c > E uia5 E W > 3: Q ~ O LL w O 10 cl� uj 2 M a J U cp W J - Ln a > o I LA U Lu N 'I z� r10 x O J C2 w Qj w cn = a N = U > Ln a �Ln rn O N � M a� CO J CD LU k.0 [___ cn D 0 0 Lu W U Q z 0 M 0 r z 0 a z W U w 0 0 U z r 0 z V > 0 w U 0 N W 0 N 0 O N 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI L J z H4 0 J �1 M� W Lu U ~q z LL Q Q J Oz U (D U) J ; w U~J z H� O w Q Lu J < Z 7 w Q m Lu Q ui Lu cl. U clJ Lu Q MLu W JOB NO. 43567 SHEET NO. C4.0 �a D0 -0O� o� z 0)o -2i o 2E C T � O O C a. o D o= O 3 z N o 2 n x o� 0 00 aL.. o .3 U� LN U C N O O U L 3 L PP \ a \ �S \ � \ \ G �SqN EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY-HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. PERMANENT VDOT �s COORDINATION REQUIRED FOR FINAL TIE-INS. UTILITY EASEMENT l \ \ l c �G 41V �OWD - \ sqN TEMP. EASEMENT FOR ENTRANCE SEE DB 5134 PG 766 574 /v POLE -577� //' \�\ \ /� \�7 �PP�1\ \ \ \ 50 - - \ SgN`g.,\C 1 � \ I \ ° ✓ TM 0600 -00-0 END HOPS- EST 578- 'ER DON�Iltl 1 05 PG 670 EN RGY S .c a \ / / 5 424C ES FR MR ORD D P1 SE DB 5 34 PG 766 - _ \ 'ROAD 1 l Il 224 IVY AD \ \ - - - \ \ B 248 PG. 11 Q O I jZ: col / - ' 8" H PE RD 2 TMP 06000-00-00-03700 I O 1 WITH CLEANOU JOSEPH W. & MARY JANE TEAGUE i DB 775 PG 154 p GARAGE FFE: 572.0' ZONE: HIGHWAY COMMERCIAL \ / l ^ I BUILDING FFE: 583.0' / \ 502 USE: COMMERCIAL (FUNERAL HOME) J. TRENCH DRAIN I II II 8 HDP RB-1 WITH QLEANOUT 1 WITH CLEANOUT / TEMP. SEMENT FOR I ENTRANCE 76/ ` SEE DB 5134 PG 766 577 v / o r;9/ I 1 w I 578 ,� 1 301 I 302 L� � s� 'I9/ II 580 II- _ LE I 402 PP / / 587. 12„ 401 / 581 L STONE WALL I D / TMP 06000-00-00-03900 R IF / \ f 58582 2� WEST END SHOPS -EAST LLC POLE BE HMARK /� j / _ _ _ �11 DB 1805PG664 / ZONE: HIGHWAY COMMERCIAL 600 LF OF 36" Q / �� USE. COMMERCIAL (NEIGHBORHOOD / 1 UNDERGROUND j/� /� SHOPPING CENTER) CMP STORAGE r / o L0 cV ! / 1 HC SIGH I " m °° TMP 06000-00-00-03600 I "' � / c 300 TWIN SYCAMORES LANE LLC 202 DB 3995 PG 533 ZONE: COMMERCIAL OFFICE w 201 USE: COMMERCIAL (OFFICE) 1 1 \ \ •584 / S / ^ 602 I 601 J I WEIR PLATE / / / SO/ I / I I 101 CORD I 100 I / _ 3 lPF BENT - - - - BENCHMARK I / �J SD lNL 102 v / IPF TOP=576.19 BENCHMARK INV.IN 12"RCP=573.79 I INV.OUT 12"RCP=573.72 14mOO ROD IF � TMP 06000-00-00-04005 BENCHMARK 04.P - -� - - - - CHARLOTTESVILLE INVESTMENT TMP 06000-00-00-036AO PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONE. R15 RESIDENTIAL ZONE- RI RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE. RESIDENTIAL (MULTIFAMILY) I I STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 500 568.31 3.71' DI-313 14 ft Throat UG MH 4 578.08 3.58' MH-1 UG MH 1 579.41 4.67' MH-1 UG MH 2 580.60 4.78' MH-1 UG MH 3 581.10 6.28' MH-1 100 577.00 3.25' MH-1 102 576.75 2.82' DI-1 202 577.82 2.91' DI-313 8 ft Throat 302 579.84 5.18' DI-1 402 581.99 7.19' DI-1 502 572.09 7.36' 6 " Cleanout 602 577.70 2.99' DI-1 STORM PIPE TABLE PIPE # DIA UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH RD2 8" 567.34 565.00 5.00% 46.74 LF RD 1 8" 576.35 574.50 5.44% 33.93 LF 101 12" 573.93 573.75 1.43% 12.62 LF 103 12" 574.50 573.98 0.85% 61.21 LF 201 12" 574.91 574.50 0.50% 80.69 LF 301 12" 574.66 574.50 0.50% 30.98 LF 401 12" 574.80 574.50 5.00% 5.93 LF 501 12" 565.00 564.70 0.50% 60.09 LF 601 12" 574.71 574.50 0.50% 42.22 LF SCALE 1 "=20' 0 20' 40' Q CMGW J. KOTARSKI Lie. No. 0402048507 2/4/20� M E 0 rn oU N ui N c > E w a5 E W � U � � Q LL o 0 LL L ,� w O o cl� W M a J U co w J - Lri 1.4 a > o � LuN z� r10 x O Q J � oa =� cn = a N = U > a c Ln (71 O N � M 0- CO J CD LU • 13 z 0 U,) a z w U w O 0 U z r O z V O w U 0 N w 0 N 0 O N 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI L J z 0 J I--1 M� W Lu U z 1--I J LL L= Q W O ~ cD z Q C7 J z > Q U~� H� 0 O Q w z Lu � Q Q rr nn W V co z_ J UJ V Lu clJ U clJ Lu Q MLu W JOB NO. 43567 SHEET NO. C5.0 L PP \ a P. 1 \ EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY-HORN AND / a 5- �Q 72� \ ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. o GNp00 _ _ EX �84� VY,Q COORDINATION REQUIRED FOR FINAL TIE-INS. / 72.05' /G �70.4 pqO V�. + ooa 5ga - 571 i9'?S 7� - - _ ,4,� o� „572.60 �2� ` �SWK WK 57>> \ \ / / \ -571. 4 57 \ \ / ' 573.9'h ° 574 515 S' w a 575 \ \ \ FFE=572.00' �L\ \ \ w , \ S4^r X GND \ \\ GND S / nl 5 \ \ i �Sid PPE1 \ I 56 qN� 1 11 \ �_EX GN \ ITl' )600 -00-0 569.06' = �swK \ �l \ 5j6 j 577.16' WEST lD T M8_ - / IT Q / I / L1B 9 05 PG 670 42�W ES FR M RE ORD D PLA \ \ \ �-'�6'6, / WT TC 224 IVY AD / '576. �T 577.30' 5 79 - GND I \ \ \ / \ / / �i9 �� ` \ \ /\ \ / , EX 15\ TMP 06000-00-00-03700 c") JOSEPH W. & MARY JANE TEAGUE c / s DB 775 PG 154 O� 1� TC �' S1�' \ \ S / , / 5777i7 GARAGE FFE: 572.0 / s /` / ZONE: HIGHWAY COMMERCIAL � ~ � _ ; \ _ \ TC / _ � \ � USE. COMMERCIAL (FUNERAL HOME) N j TC / BUILDING FFE: 583.0' _ _ \ �� TC 574.75' / \ 57 GN I/ it 578!15' 572.50' \ 1 TC/ 1 r _ \ FFE= P. 1 I I 578.65' 572.00' TIC 1 TC ° a ° I T-2/ 573.13' / s> 5751\ \ \ 78.23' SWK 5 8 23' ' 582.90' FFE= ,C \ I I / 583.00" TC-BC I I If 1 TC 582.95' 576.26' _ 76/ Q 1 I\ I I \ 578.48' TC 7- P \ I /EX GND 577 / 574.79' I 1 w j \ TC L C-BC 582.51' L 82. - j D TC / I O' 1 583.16' 80 - - \ 5 POLE I I _ - TC _ - PP 1 j EX GND 579 bT 579.29' TC \ 12„ TIC _ 577.23' C 580.02' \ /// 582.30' 581 .2T1 / 581 WALLS J { I TC D / TMP 06000-00-00-03900 R IF 581.33' % s82� WEST END SHOPS -EAST LLC POLE BE HMARK TC /� 582- _ _ y�1 DB 1805 PG 664 PP I 582.18' ` EX GND ZONE. HIGHWAY COMMERCIAL TICI 583.21' / ? // / \\ 1582.52 USE: COMMERCIAL (NEIGHBORHOOD / 83.43' / TC / / SHOPPING CENTER) ' / I 583.00' / / / II TC EX GND i I1 I 4.36' 583-Od ' C 00 / 1 Y RD I 00 (moo I 578.09' 0�0 N /� 1 HC SIGN- 1 r 0`n0 cb \ 1 ; ' TMP 06000-00-00-03600 i \ "' co 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 4 - - - 1 l9C SIGN- J ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) _ -584 1 TC A TC TC I 1 579.65' 581.37' I tC I 5W.65' TC TC/ 584.36' / ! TC / J382.73' / EX GND / / 1 581.34' / / I SP`y 584.25'TC / PJO TC TC 584.58' I I 583.85' 584.57' \ / I TC % h 1 578.22' 577.86 � TC 584.36' 1 / \ SEX GND - - lPF BENT I I s / J 585.07' i - - - - BENCHMARK I / EX GND576.80' / �� SD INLE i Tc / TOP=576.19 578.00' lPF INV.IN 12"RCP=573.79 BENCHMARK INV.OUT 12"RCP=573.72 EX GND i ROD /F �585.03' - � TMP 06000-00-00-04005 BEN 58 5RK 04tP - - - I CHARLOTTESVILLE INVESTMENT TMP 06000-00-00-036AO I PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONE: R 15 RESIDENTIAL ZONE: R 1 RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) USE: RESIDENTIAL (MUL TIFAMIL Y) I I co 00 0 Q z SCALE 1 "=20' 0 20' 40' 4. � .,. 0 O Q CMGW J. KOTARSKI Lic. No. 0402048507 2/4/20� C� M E 0 rn oU N ui N c > E E uiuj ~ U Q Q N ti 0 w 2 w O o a J U Go uj O c! I 1 CD 0- Lu U ui O x J oa,< w o O U =tea' ° o z Ln M o N > O ul) ui v M 0� 0- 00 J CD LU cri D O 2 C7 O 0 W 0 N = W Q O 'I U 0 O Q � z o O cn 1 DATE 1112512019 O r DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI ® ® SCALE 1"=20' (D z 0 J MD W Lu U I --I z LL J Q LL 0 J (D U) Uz 5 0 Q O a- W v) Lj Q v w Z m QJ Q V ui Lu U clJ Lu Q Lu JOB W JOB NO. 43567 SHEET NO. C5.1 L o \ 10."oo C GW J. KOTARSK1 Lie. No. 040204850 vyR 2/4/20 ! G SqN O P TAL i 574 CD N WOq'v� i E w -5771uj x LL LL O - 578- \ �._. Q _j U co z I \ 1 I� 'C._ \ \ , \ LLJ "O O (!1 13+00 N a_ LU z h co \ 3+50 C2 w 0 U J ---� \k14+00 a rn z cO O 372, SIGH v T p 14+50 \,_ M w U > �t 1 STAN CE - RIGHT 15+00 o LU I I I 6 15+50 vi 577 - , 16+0016 57$ r_ 5.29 \_ O J � - 9 I— 590 590 5 580I` 58�L p o I w N I 581- > w o 1 / < HEIGHT OF v in o I `s82- 582_ - 585 OBJECT = 3.5 FT 585 0 z o HEIGHT OF 0 50 0 STANCE - LEFT > � EYE = 3.5 FT PROFILE SCALE 7DATE 280' SIGHT DI i - _ _ __ _ 583- � � 11/25/2019 0 DRAWN BY I rn LO �_ �P Hcsi 580 16 , 580 Lr) 00/ ., \ O sic 1 — _ STgNC DESIGNED BY ' ~ J EXISTING W 584 GRADE - `J " FINISHED \ G\ • K. MELLON 575 GRADE 575 z HEIGHT ! CHECKED BY Q ! - / \ OBJECT OF 3.5 FT • C. KOTARSKI SCALE I co 1 570 570 1 = 30 ASSUMED SPEED = 25 MPH • V o X ! — 565 565 n OQLP n I 0 I Juu I^ 9+50 10+00 11+00 0I15+00 15+50 TWIN SYCAMORES LANE SIGHT DISTANCE PROFILE 00 io HORIZ SCALE: 1 "=50' f VERT SCALE: 1 "=5 uj U 580 580 (%) LL w LL J SIGHT DISTANCE PLAN 0 z IZ 0 � O 1 J c) I..L 1 6.7 5 Q > w o .N 5 \ ry 6,4111 o o I --I z 90 uj w\ CL 84N� 3.00 9.42 Q Composite Passenger Vehicle m co feet Q = O \...... Width 6.33 (� Q ! zo'ROA R \ Track 6.33 W DB248PG. li Lock to Lock Time 6.0 C O �� Steering Angle 26.4 uj a rt CP W I az I hcm or Vehi le 0 I' I W S ui �� m o' " �� o Q z JOB NO. V 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 „_ 43567 SCALE 1 =30 IVY ROAD SIGHT DISTANCE PROFILE PARKING GARAGE - AUTOTURN ANALYSIS HORIZ SCALE: 1"=50' SHEET NO. 11 0 30' 60' VERT SCALE: 1 "=5 C5.2 HEIGHT OF OBJECT = 3.5 FT 575 FINISHED 575 _ GRADE HEIGHT OF 243' SIGHT DISTANCE LEFT 570 570 565 GRADE TIE IN TO BE COORDINATED WITH THE VDOT IVY ROAD SIDEWALK PROJECT \3j2 S/G� OAS �ANCF_ 565 HEIGHT OF OBJECT = 3.5 FT � _ 560 � 560 EXISTING GRADE 555 555 SPEED = 35 MPH 550 550 L O 585 102: DI-1 STA 10+63.62 TOP 576.75 INV IN 573.98 (103) 00 INV OUT 573.93 (101) o d 100: MH-1 o STA 10+76.24 Q a- TOP 577.00 0 � INV IN 573.75 (101) 585 EXIST. GRADE PROP. 580 GRADE 580 \ \ 36 575 CMP 1.7 _ 575 EXIST. 103 12" RCP 61.21' OF 12" HDPE @ 0.85% 570 101 570 12.62' OF 12" HDPE @ 1.43% 565 565 560 560 (B 0 302: DI-1 0 STA 10+03.28 oD � o 0 TOP 579.84 o � INV OUT 574.66 (301) ��� °M �N�Cfl mN o M�Md N T�67L0 000LO � NOS ID ti�0 -UG MH3.MH-1 DLO o -+r? ooDz oI~ 0�O0 STA10+35.52 cvQa> -tcOz w0 o�0z LOQa- - o<Oz TOP581.10 U)) ~ - WPOz co c ~ 585 585 590 590 580 580 585 - 585 EXIST. GRADE EXIST. PROP. GRADE GRADE EXIST. PROP. GRADE GRADE 580 580 585 _ 585 575 575 580 580 EXIST PROP. �RADE 3 GRAD APPROX. LOCATION OF 8" MIN. PROP. WATERLINE. EXISTING 36" GRAD $ I WATERLINE IS TO BE 1.9 36" 575 CMP 575 580 580 RELOCATED WITH IVY ROAD 570 570 575 I CMP 575 3' SIDEWALK IMPROVEMENTS. MIN CONTRACTOR TO FIELD 601 301 VERIFY LOCATION. 42.22' OF 30.98' OF 1.5' MIN. 2 5' 12" HDPE 12" HDPE 36 @ 0.50% 570 @ 0.50% 570 575 CMP 575 565 565 570 570 501 401 60.09' OF 5.93' OF 12" HDPE 12" HDPE @ 0.50% 565 565 570 @ 5.00% 570 560 560 565 565 560 560 565 565 555 555 560 560 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 UG DETENTION _STR 100 STR 202 - UG DETENTIONSTR 302 - U' HORIZ GL1oSCALE:' HORIZ o DETENTION STR 402 - UG HORIZ -SCALE: o VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 APPROX. LOCATION OF EX. GAS MAIN. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION. 585 � 585, PROPOSED GRADE CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION 580 AND ELEVATION. 580 EX. GAS MAIN EXISTING GRADE 575 3.5' \ 575 MIN. 570 565 560 6" CLASS 52 DIP WATERLIN J U 0 m 2i w z_ W z_ w J J J J o 06>06 >w z cn w cn w I— 0 oo X (D X (DX 'T c0 c9 c0 co 00 570 565 560 9+50 10+00 11+00 12+00 12+50 WATERLINE 'A' - SERVICE 1.10.1 11" 590 590 PROPOSE GRAD 585 585 6" CLASS 52 DIP WATERLINE EXISTING GRADE 580 580 3.5' MIN. 575 575 570 _ 570 Z O � z H J U w � z m z 0 0 Lu 565 U) 565 w 0 °- U) w o Q 0- U) 0 ~ U W 560 560 9+50 10+00 11+00 WATERLINE 'B' - FDC SERVICE 585 � 585, PROPOSED GRADE EXISTING EX. GAS 580 GRADE MAIN 580 6" CLASS 52 DIP WATERLINE 575 575 3 5' MN 570 41 _z 0 Q J m Lu z ui 560 w w w w 0 uJ X 555 --- zo (0 570 565 560 9+50 10+00 11+00 9+50 10+00 11+00 STR 502 - EX STR 500 STR 602 - UG DETENTION HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 WATER METER VAULT 585 585 PROPOSED 3" TYPE K GRADE COPPER LINE EX. GAS 580 MAIN 580 GRADE EXISTING 575 570 565 + 575 3.5' MIN. 570 I 1 1 565 z_ Q � J w z � m 560 U) Q O w Lu o>Q� IL ii mQ0 X (Dw o 555 ifl rn N �z 560 9+50 10+00 11+00 9+50 10+00 11+00 WATERLINE 'C' - FIRE SERVICE WATERLINE 'D' - DOMESTIC SERVICE STA 10+13.41 2 STA 10+ TOP 579.98 1 32.41 INV IN 567.63 (BLDG-2) TOP 579.45 INV OUT 567.53 (2-1) INV IN 573.40 (EX.3-1) INV IN 567.01 (2-1) INV OUT 566.66 (1-EX.1) F,R.r, PROPOSED BUILDING EXISTING GRADE PROPOSED � GRADE 580 I I 580 LOWER STRUCTURE TOP OF EX. MANHOLE 575 TO 578.12 575 PROPOSED 0 GARAGE 570 570 u ! 565 565 BLDG-2 L 13.41' OF 2-1 6" PVC 19.00' OF @ 2.75% 6" PVC @ 2.75% 560 560 555 555 9+50 10+00 11+00 11+50 SANITARY - BLDG TO MAIN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 5 0 50 PROFILE SCALE Ll Q CMGW Y. KOTARSKI Lie. No. 0402048507 2/4/20 h'1 E (D a)oU N ui N c > E w E Lu QLL 0 LL o uw O o cl� uj M a UG? Z LL, cn c, a z (D Lu Uui 3: O x Lf) oa,< w O o U az CLn V z o N > O M Q� 0- CO J CD LU cri D O U 0 O W N Lu 0 = Q d U 0 O Q � z o O cn DATE cr- 1112512019 O } DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI ® ® SCALE 1"=30' (D • z H4 0 J 1­1 MD W Lu U U) I --I Lu LL LL � 0z0� C7 a- J U~J z _ H� O Q U D w Q LI.J Q Z W m C J G O 0 W C) Lu clJ U oC Lu Q Lu CID JOB NO. 43567 SHEET NO. C7.0 0 c N C O 0 En 0 0 a Q KZ 0 Z5 0 L Q 0 0 C �a DO -0 Of o O EZ 0)o -22i 0� C T � E o a. o 0= � 3 z N 0 2 0 x �x ow 0 aL_. o .3 V)B-2 =N O C N O N U L 3 L PP \ Z P. \ P. PERMANENT VDOT UT// /TY FA SFIVIFAIT \ 9 ROWqD /Rp EASEMENT TO REMAIN \\ 1 \ MHS \ sqy TOP=568.87 TEMP. EASEMENT FOR ENTRANCE SEE , \ B 5134 PG 766\ ty\ \ \ P lNV.4 "1N=565.62 (W) EASEMENT TIMING TO BE 1 1 \ ��FMFNr INV.4"1N=562.70 (W) COORDINATED WITH COUNTY 1 �� \ \ \ � � \ sq lNV.3"1N=564.45 (SW) ' \ , \, 8'o�A \ \ �,�POLE INV.6"1N=566.02 (S) 1, INV.OUT8"IN=562.65 (E) S \ / PO F5GY MHS 1 TOP=566.26 o I _ l l� P 8, INV.8"1N=559.81(W) I `� \ .PPF1 \ \ sgy�8„`c INV. 8 "IN=560.30(S) INV. OUT=559.96(E) 1co\ W O I Tl�, )600 -00-0 y \ I WES /D HOPS- EST LC \ _ I PER DOAIi INJUN \ V Q I L)B 1 05 PG 670 EN RGY S / c a .. 42 AC ES FR M RE ORD D PLA 5 34 PG 766 20' ROAD R IN B � , I 224 IVY AD EA EMEN TO R MAIN I7R 248 PG 11 i I O 1 / ASEMENT TO / c' ABANDONE / TMP 06000-00-00-03700 c ) / \\ JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 p I 7 / ZONE: HIGHWAY COMMERCIAL / USE: COMMERCIAL (FUNERAL HOME) N r � VARIABLE I / WIDTH OFF -SITE \- I j EASEMENT (TMP 60-39) 4 � / 1 / I / OR TRANCE r / E DB 5134 PG 766 EASEMENT TIMING I TO BE COORDINATED _ 24' WITH COUNTY ' � MHS TOP ,579.44 _ 1 L INV.8 IN PVC=573.40 — — D / INV.OUTS"lN PVC=566.66 — POLE _ PP STORMWATER STONE ACCESS i/ WALL R �F EASEMENT 1 D // TMP 06000-00-00-03900 POLE BE HMARK li //� / WEST END SHOPS -EAST LLC DB 1805 PG 664 PP 1 ZONE. HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD 1 SHOPPING CENTER) STORMWATER I FACILITY 1 '.. EASEMENT RD I 1 HC SIGN— TMP 06000-00-00-03600 II 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 4 i HC SIGN " ZONE: COMMERCIAL OFFICE W � USE. COMMERCIAL (OFFICE) a j I 10 Cvvtfz r-ASEMENi 1 DB 488 PG 624 G j VARIABLE WIDTH OFF -SITE EASEMENT / (TMP 60-39) �R B 1 r — — /PF BENT s — — — — BENCHMARK SD INLET — l TOP=576.19 lPF BENCHMARK INV.IN 12"RCP=573.79 TREELINE INV. OUT 12"RCP=573.72 — O MHS — TOP=580.64 BENCHMARK TMP 06000-00-00-04005 INV.47N= 578.24 TMP 06000-00-00-036AO CHARLOTTESVILLE INVESTMENT INV.IN 2-2"PVC=577.79 STILLFRIED LANE LLC PROPERTIES INV.8"INPVC= 575.84 DB 4709 PG 224 DB 860 PG 568 /NV.OUT=575.76 ZONE. R 1 RESIDENTIAL ZONE. R 15 RESIDENTIAL � USE: RESIDENTIAL (MUL TIFAMIL Y) USE: RESIDENTIAL (MULTIFAMILY) 0 z I SCALE 1 "=20' 0 20' 40' t f "T" i.RAZ('i3 V"i..f, aLi.iTATZSl Kl Y Lisa No. 040204850', 2/4/20 M E O C) OU N ui N c > E W E Lu QLL+' 0 LL o w O o cl� LLJ M <j Uco z wCL ~orn cn a�oro' z zLu ui rio U O x J oa,LL_ui0 o u >ul 0 z L, V o N > O ul) ui v M Q� 0- CO J CD LU cri D 0 0 0 W fV w 0 w N U 0 O Q � z o 0 cn DATE 0 1112512019 } DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI ® ® SCALE 1"=20' (D z H4 0 J 1— 4 MD W Lu U Hq LL L Q O z Z �__q _ J J > n U~Z z �--� o W QU G LLJ _j `w^ Q v , z Q m w J Q ui Lu U clJ Lu Q Lu JOB W JOB NO. 43567 SHEET NO. C8.0 L PLANT SCHEDULE TREES BOTANICAL NAME ACE BON ACER SACCHARUM 'BONFIRE' BET HER BETULA NIGRA'HERITAGE' GIN PRI GINKGO BILOBA 'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA QUE PHE 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 O���NLTH OF Lf �' NK W. H�C III o. 141� y, 01 /31 /20 / \ N C > E w E _ _ Q LL I \ o � G -_ SqN 02 w O ro ��V / V JU� Z :MAIN ! ��\ I LOU H —L O c p`� - ASR O N — �S o ��y S . — — — N� (� W M (6) NYS SYL _ � ` � _ it (4) CER FOR I S� - A 99 �; '� wp (3) GIN PRI \ \` \ \ �\ � ,._ SqN� \ \ � U � � z0 V 4 \ au, EASEMENT TIMING TO BE - �I ;I ,' \ Ln U) DORDINATED WITH COUNTY W l\\ 8„G qN� a w I � � —6 lv S \ o w F- I , v W �' \sue ��,,\\\, / • - - (4) COR FLO o O ' I W 1 05 `\\ \\ > w F mvmmx Oi�f Il ��� • �`� s' \ �5` —'. 6' u' I— _ l� EA EMEN TO REMAIN --- �/ 579- �� l O BED \ z A y ABAN ONED u7 DATE s/ > Z� 11: / > INTERIOR PARKING LOT LANDSCAPE AREA _ / / 0 11/25/2019 I PROPOSED BUILDING WITH - \ /• 1�\ / S�� - _ f -- % l O DRAWN BY SCALE: 1" = 40'� ►- I I UNDERGROUND PARKING - /���,1,� / - _- VARIABLE M. RACHNER WIDTH OFF -SITE PARKING LOT LANDSCAPING 2,109 SF II • �- \ iyF `% /`, / EASEMENT DESIGNED BY (TMP 60-39) (4) BET HER i �� ` -� / `�� Sys/ - _ M. RACHNER / _ M� / / / • (9) ILE GLA h (9) ACE BON,A / s / CHECKED BY / 57 / / � ' • / �76 / / � • SCALE I I / '�P� / 1"=20' /577f - � EASEMENT TIMING �; y_' / r TO BE COORDINATED w I / 57�,-� WITH COUNTY /�// \ -/ /(D - I (2) CER FOR IN -_ I • 581== - - D / f I _ � s8p/- 582— _ L ] (12) ILE WIN I • / ( l (14) ILE GLA - -- - -- t /583LL N Z � N / z III -- I _- ,44j I 1 COR FLO �P / I J I - (7) QUE PHE �..0 I- z 584 U � / \ < U w c� < Z w Q ; i I / Q I C�' I -•� _ /I �/ / / / \--- VARIABLE WIDTH OFF -SITE / / I EASEMENT (TMP 60-39) ui w _•, L 5 � J I • J — � REEL/NE • �� O O W w 00 Q Z JOB NO. SCALE 1 "=20' 43567 NOR 0 20- 40' SHEET NO. L1.0 L_ NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT V If11VIL 1 1_1\ DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE O� PLAN' SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT TNT TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1-: ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAI BACKFILL PLANTING PIT W17 NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT SHRUB PLANTING NOT TO SCALE ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6" SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6"SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP% OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF ACE BON 9 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 GIN PRI 3 GINKGO BILOBA'PRINCETON SENTRY' PRINCETON SENTRY GINKGO 2.5" CAL, B&B 17 NYS SYL 6 NYSSA SYLVATICA SOUR GUM 3.5" CAL. B&B 181 QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CER FOR 6 CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD 6'-8' HT. B&B 124 COR FLO 5 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE GLA 23 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 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 g FLOWERING TREES FLOWERING TREES LANDSCAPING ALONG INTERIOR STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED TWIN SYCAMORES 296 LF 1 LG TREE PER 40 LF 296/40 = 7.4 8 LARGE TREES 8 LARGE TREES LANE 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 8 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 = 2,019 SF 2,019 SF 2,109 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 9,430 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 CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION TH p J NK W. H�JIC III Wo. 14 01 /31 /20 U PE ARC .��) M E O 0 (9) U N /n N C Q o > E w °� E Q LL o 0 L W 0 cl� Uj M a� UGo W -� — d O U` W N Q�x O Q C2 = U > a� O N v� s- M d � CO J CD W 0 0 0 w > w U Q z 0 > 0 r IL 0 z O U w 0 z 0 Ln > w w Q 0 DATE 1112512019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A Uj U J H� Q U. U. Uj Q_ O z J � Z < U >� z LI I --I 0 I.- O 0 LU w J z Q w Lu CD Q U 0 Ujz Uj J U JOB NO. 43567 SHEET NO. L2.0 L CD 0 uj LU LL .. • -. • • • • • �. - LU t „�..;. .#ALL1112512019 f' • AIR DATE . i DRAWN BY K. MELLON Tm DESIGNED BY K. MELLON CHECKED BY C. y T..giv e. KOTARSKI I north elevation (D LL LL �1 H V p �h uj ui VL IA VE r. V � _- w.. N pLU PIP w life c %R PY < III IIN Irv' �f PII ��'";Y °� • .. III IINII II.C"•��... - "`rya •. cif ' NONNI ui ui 000 000 ui 1 . LU east elevation .. 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Designed for ground mounting. Poles are stocked nationwide for quick shipment. Protective packaging ensures poles arrive at the job site good as new. Color: Bronze Weight: 136.7 Ibs Technical Specifications Type: S1, S2 Date: 1 1 /27/2020 Listings Weight: Anchor Bolt: CSA Listed: 137 Ibs Galvanized anchor bolts and galvanized hardware Suitable for wet locations Gauge: and anchor bolt template. All bolts have a 3" hook. Construction 11 Anchor Bolt Templates: Wall Thickness: WARNING Template must be printed on 11" x 17" Shaft: sheet for actual size. CHECK SCALE BEFORE 46,000 p.s.i. minimum yield. 1/8" USING. Templates shipped with anchor bolts and Hand Holes: Shaft Size: available online. 4„ Pre -Shipped Anchor Bolts: Reinforced with grounding lug and removable cover Base Plates: Hand Hole Dimensions: Bolts can be pre -shipped upon request for additional freight charge Slotted base plates 36,000 p.s.i. 3" x 5" Max EPA's/Max Weights: Shipping Protection: Bolt Circle: 70MPH 10.7 ft./360 lb. All poles are shipped in individual corrugated 8 1/2" 80MPH 7.0 ft./350 lb. cartons to prevent finish damage Base Dimension: 90MPH 4.3 ft./350 lb. 100MPH 2.5 ft./350 Ib. Color: 8" 110MPH 1.1 ft./350 Ib. Bronze powder coating 120MPH 0.1 ft./3401b Height: Other 20 FT Terms of Sale: Pole Terms of Sale is available online. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright © 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 STANDARD LIGHTING NOTE EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A 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 AREAS SHALL NOT EXCEED ONE HALF FOOTCANDLE. NOTES THIS SHEET 1� FIXTURE MOUNTED AT 8'-0" ABOVE FINISHED GROUND. O FIXTURE MOUNTED AT 32'-0"ABOVE FINISHED GROUND. �3 FIXTURE MOUNTED AT 22'-0" ABOVE FINISHED GROUND. LLF LIGHT LOSS FACTOR FC FOOTCANDLE AVG AVERAGE MAX MAXIMUM MIN MINIMUM TYP TYPICAL UON UNLESS OTHERWISE NOTED COLLABORATIVE MECHANICAL ELECTRICAL ENGINEERS WWW. PACE-ENGI NEERI NG. COM (GRAPHIC SCALE: I 1 " = 20'-0" oho ���y/� J ES E. BARKL , JR. a Lic. No. 043854 �o II/ 25/201946 ��SSIONAL vo', M !_ 0 N O N N >E w 6.9 UJ uw0 �� 11� W <JM UM N d p N U LU N �X �i (nx �N _U >.o a rn O N � M rz � CD J 01 LU LD h -1 #19110 Z O a w U QO z O_ z Ln 0 > U W O N W O N Q\-i 0 � 0 DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE 1"=20' r I LJ LU z U Q LL J LL W Q O z W (D _I J > Q}z U?� I� O = QU LLJ w J J Q w W _J � Q J W U J LU Q 0� U U JOB NO. 43567 SHEET NO. SE1.0 IVAT4-100LPA740ZU Project: Type: Beaver Creek S1 Prepared By: Date: •AJ R 1 /27/2020 Driver Info LED Info Type Constant Current Watts 94.00W 120V 0.83A Color Temp 4000K (Neutral) 208V 0.48A Color Accuracy 72 CRI Low profile, low glare. Edge -lit technology unlike any other. 240V 0.42A L70 Lifespan 100,000 Color: Bronze Weight: 15.0 Ibs 277V 0.36A Lumens 10,832 Input Watts 94.60W Efficacy 114.5 LPW Efficiency 99% Technical Specifications Listings Color Uniformity: Lens: UL Listed: RAB's range of CCT (Correlated Color Diffused Polymethyl Methacrylate (PMMA) Suitable for wet locations Temperature) follows the guidelines of the Effective Projected Area: American National Standard for Specifications for IESNA LM-79 & IESNA LM-80 Testing: the Chromaticity of Solid State Lighting (SSL) EPA = 0.61 RAB LED luminaires have been tested by an Products, ANSI C78.377-2017. Finish: independent laboratory in accordance with IESNA Construction Formulated for high durability and long-lasting color LM-79 and LM-80 IP Rating: Green Technology: Title 24 Compliant: Ingress Protection rating of IP66 for dust and water Mercury and UV free. RoHS-compliant An IVELOT edge -lit area light can be used with a Cold Weather Starting: components. motion sensor or photocell control option to comply with 2016 Title 24 Part 6 Section 130.2 (a,b,v) Minimum starting temperature is -40°C (-40°F) Other DLC Listed: Maximum Ambient Temperature: Warranty: This product is on the Design Lights Consortium Suitable for use in 40°C (104°F) RAB warrants that our LED products will be free (DLC) Qualified Products List and is eligible for Housing: from defects in materials and workmanship for a rebates from DLC Member Utilities. DLC Product period of five (5) years from the date of delivery to Code: P5JDGFEM Precision die-cast aluminum the end user, including coverage of light output, LED Characteristics IES Classification: color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and Lifespan: The Type IV distribution is especially suited for conditions found at rablighting.com/warranty. 100,000-hour LED lifespan based on IES LM-80 mounting on the sides of buildings and walls, and for illuminating the perimeter of parking areas. It Buy American Act Compliance: results and TM-21 calculations at 25°C produces a semiCircular distribution with essentially RAB values USA manufacturing! Upon request, LEDs: the same candlepower at lateral angles from 90° to RAB may be able to manufacture this product to be 270°. compliant with the Buy American Act (BAA). Please Long -life, high -efficacy, surface -mount LEDs contact customer service to request a quote for the Color Stability: Mounting: product to be made BAA compliant. Universal pole adapter LED color temperature is warrantied to shift no more than 200K in CCT over a 5-year period Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice IVAT3-100LPA740ZU rim Project: Beaver Creek F Page 1 of 2 Type: �2 — Prepared By: Date: AJ R 1 /272020 Driver Info LED Info Type Constant Current Watts 94.00W 120V 0.83A Color Temp 4000K (Neutral) 208V 0.48A Color Accuracy 73 CRI Low profile, low glare. Edge -lit technology unlike any other. 240V 0.42A L70 Lifespan 100,000 Color: Bronze Weight: 15.0 Ibs 277V 0.36A Lumens 9,939 Input Watts 96.20W Efficacy 103.3 LPW Efficiency 98% Technical Specifications Listings Color Uniformity: Lens: UL Listed: RAB's range of CCT (Correlated Color Diffused Polymethyl Methacrylate (PMMA) Suitable for wet locations Temperature) follows the guidelines of the Effective Projected Area: American National Standard for Specifications for IESNA LM-79 & IESNA LM-80 Testing: the Chromaticity of Solid State Lighting (SSL) EPA = 0.61 RAB LED luminaires have been tested by an Products, ANSI C78.377-2017. Finish: independent laboratory in accordance with IESNA Construction Formulated for high durability and long-lasting color LM-79 and LM-80 IP Rating: Green Technology: Title 24 Compliant: Ingress Protection rating of IP66 for dust and water Mercury and UV free. RoHS-compliant An IVELOT edge -lit area light can be used with a Cold Weather Starting: components. motion sensor or photocell control option to comply with 2016 Title 24 Part 6 Section 130.2 (a,b,v) Minimum starting temperature is -40°C (-40°F) Other DLC Listed: Maximum Ambient Temperature: Warranty: This product is on the Design Lights Consortium Suitable for use in 40°C (104°F) RAB warrants that our LED products will be free (DLC) Qualified Products List and is eligible for Housing: from defects in materials and workmanship for a rebates from DLC Member Utilities. DLC Product period of five (5) years from the date of delivery to Code: PGEJ5PRX Precision die-cast aluminum the end user, including coverage of light output, LED Characteristics IES Classification: color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and Lifespan: The Type III distribution is ideal for roadway, conditions found at rablighting.com/warranty. 100,000-hour LED lifespan based on IES LM-80 general parking, and other area lighting applications where a larger pool of lighting is required. It is Buy American Act Compliance: results and TM-21 calculations at 25°C intended to be located near the side of the area, RAB values USA manufacturing! Upon request, LEDs: allowing the light to project outward and fill the RAB may be able to manufacture this product to be area. compliant with the Buy American Act (BAA). Please Long -life, high -efficacy, surface -mount LEDs contact customer service to request a quote for the Color Stability: Mounting: product to be made BAA compliant. Universal pole adapter LED color temperature is warrantied to shift no more than 200K in CCT over a 5-year period Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 IVAT4-100LPA740ZU Technical Specifications (continued) Optical THD: BUG Rating: 4.3% at 120V, 8.4% at 277V B3 UO G3 Power Factor: Electrical 99.8% at 120V, 96.7% at 277V Driver: Class 2, 50/6OHz, 120-277V, 4kV standard, 1 OkV optional Dimensions 25„ 381 mm 9. 229mm 3' L 76mm 457mm Ordering Matrix Features 0-10V Dimming, standard 100,000-Hour LED lifespan Family Distribution Lumen Mounting CRI/Color Finish Voltage/Driver Sensor Options Lightcloud Output Temp Option IVA T4 100L PA 740 Z U IL T2 = Type II 45L = 4,500 PA = Universal 750 = 70CRI Z = Bronze U = 120-277V 0-10V Blank = No Blank = No T3 = Type III lumens (38W) Pole Adapter 5000K W = White Dimming Options Lightcloud® T4 = Type IV 75L = 7,500 WM = Wall 740 = 70CRI G = H = 347-48OV, /WS = 8ft lens /LC = T5S = Type V lumens (67W) mount 4000K Roadway 0-10V Dimming Wattstopper Lightcloud® Square 100L = 10,000 SF = Slipfitter 730 = 70CRI Gray /WS2 = 20ft lens Controller FT = Forward lumens (94W) 3000K K = Black Wattstopper Throw 130L = 13,000 /WS4 = 40ft lens lumens Wattstopper (117W) /7PR = 7-Pin receptacle Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice IVAT3-100LPA740ZU Technical Specifications (continued) Optical THD: BUG Rating: 4.78% at 120V, 8.49% at 277V B3 UO G3 Power Factor: Electrical 99.8% at 120V, 96.6% at 277V Driver: Class 2, 50/6OHz, 120-277V, 4kV standard, 10kV optional Dimensions 25„ ,s 381mm 9„ 229mm 3• L 76mm 457mm Ordering Matrix Features 0-10V Dimming, standard 100,000-Hour LED lifespan Page 2 of 2 Family Distribution Lumen Mounting CRI/Color Finish Voltage/Driver Sensor Options Lightcloud Output Temp Option IVA T3 — 100L PA 740 Z U T2 = Type II 45L = 4,500 PA = Universal 750 = 70CRI Z = Bronze U = 120-277V 0-1OV Blank = No Blank = No T3 = Type III lumens (38W) Pole Adapter 5000K W = White Dimming Options Lightcloud® T4 = Type IV 75L = 7,500 WM = Wall 740 = 70CRI G = H = 347-48OV, /WS = 8ft lens /LC = T5S = Type V lumens (67W) mount 4000K Roadway 0-10V Dimming Wattstopper Lightcloud@ Square 100L = 10,000 SF = Slipfitter 730 = 70CRI Gray /WS2 = 20ft lens Controller 2 FT = Forward lumens (94W) 3000K K = Black Wattstopper Throw 130L = 13,000 /WS4 = 40ft lens lumens (117W) Wattstopper /7PR = 7-Pin receptacle Applies to Type IV, V Square z Applies 120-277V All values are nominal with +/- 10% tolerance. See spec sheet for more details. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 COLLABORATIVE MECHANICAL ELECTRICAL ENGINEERS WWW. PACE-ENGINEERI NG. COM ALTH OF�j� 0 G d ES E. BA Lie. No. 043854 0�� 1112512019 v ' SSIONAL�� M E 0 0 M N � N C > E w a' E Z Q LL �' 3 LL o 0 L W C) IO 0' LU t rn a- JUco W J — Lrl Mal W C:) N Z H 4- � �X �iY� 0 a (n X C N = U � > a C M 01 O N in � M 00 J C�l H a O Z 0 ►7 z O V) I__ h Wry U QO Z O z U) > U w U #19110 .7e11ra 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE N/A Mm z 0 J M� W UJ U 'U_ pZ U) J_ J Q Q ~ U w 0 O W 0 W W J W X m a LLJ UJ U JOB NO. 43567 SHEET NO. SE5.0 �Z) �O �W CL 2Z oO M2 0 c � F- CC E o a c c m Co a- U O= R w 0 3 Z rn O 2 a X a1 a1 0 w 0 m 0 CL 2 3 o. 0 � Y � m C) .o O U � 0 f0 0 V) U O O N E > C U M a m a0 m � o o U a a: U)al C rn O O @ U O Qw o -0 n m E L WPLED26N Project: Type: Beaver Cre IS3 Prepared By: Date: AJ R 1 /27/2020 Driver Info LED Info Type Constant Current Watts 26.00W 120V 0.26A Color Temp 4000K (Neutral) 208V 0.16A Color Accuracy 71 CRI Color: Bronze Weight: 7.1 Ibs 240V 0.14A L70 Lifespan 100,000 277V 0.12A Lumens 3,527 Input Watts 29.10W Efficacy 121.2 LPW Efficiency 89% Technical Specifications Listings Construction Equivalency: UL Listed: IP Rating: Equivalent to 175W Metal Halide Suitable for wet locations. Suitable for mounting Ingress Protection rating of IP66 for dust and water Buy American Act Compliance: within 1.2m (4ft) of the ground. Finish: RAB values USA manufacturing! Upon request, 9 P q DLC Listed: RAB may be able to manufacture this product to be Formulated for high durability and long-lasting color compliant with the Buy American Act (BAA). Please This product is listed by Design Lights Consortium Ambient Temperature: contact customer service to request a quote for the (DLC) as an ultra -efficient premium product that product to be made BAA compliant. qualifies for the highest tier of rebates from DLC Suitable For use in 40°C (104°F) Member Utilities.DLC Product Code: P0000175P Cold Weather Starting: Optical LED Characteristics Minimum starting temperature is -40°C (-40°F) BUG Rating: Lifespan: Green Technology: B1 UO GO 100,000-hour LED lifespan based on IES LM-80 Mercury and UV free. RoHS-compliant Electrical results and TM-21 calculations components. Driver: Color Consistency: Other Multi -chip 26W high output long life LED Driver 3-step MacAdam Ellipse binning to achieve Patents: Constant Current, 720mA, Class 2, 6kV Surge consistent fixture -to -fixture color Protection, 10OV-277V, 50-60 Hz, 100-240VA Color Stability: The WPLED design is protected by U.S. Pat. Amps. D634878, Canada Pat 134878, China Pat. THD: LED color temperature is warrantied to shift no CN301649064S. more than 200K in CCT over a 5-year period 6.94% at 120V, 11.17% at 277V Color Uniformity: Power Factor: RAB's range of CCT (Correlated Color 99.6% at 120V, 92.3% at 277V Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice WPLED1ON Project: Beaver Creek Type: �4 Prepared By: Date: AJ R 1 1 /27/2020 Driver Info LED Info Page 1 of 2 Type Constant Current Watts 10.00W 120V OAA Color Temp 4000K (Neutral) 208V 0.07A Color Accuracy 74 CRI LED 1 OW & 13 Wall packs. patent -pending thermal management system. 100,000 240V 0.06A L70 Lifespan 100,000 hour L70 lifespan. 5-year, no -compromise warranty. 277V 0.05A Lumens 1,208 Color: Bronze Weight: 3.3 Ibs Input Watts 12.20W Efficacy 99 LPW Efficiency 82% Technical Specifications Listings Lumen Maintenance: Green Technology: UL Listed: The LED will deliver 70% of its initial lumens at Mercury and UV free. RoHS-compliant 100,000 hours of operation components. Suitable for Wet Locations as a Downlight. Suitable for Damp Locations as an Uplight. Wall Mount only. Construction Gaskets: Suitable for Mounting within 4ft. of ground. Finish: 9 P Hi h-tem erature Silicone IESNA LM-79 & IESNA LM-80 Testing: Formulated for high durability and long-lasting color Electrical RAB LED luminaires and LED components have Cold Weather Starting: Driver: been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. Minimum starting temperature is -40°C (-40oF) Multi -chip 1 OW high output long life LED Driver DLC Listed: Maximum Ambient Temperature: Constant Current, Class II, 120V-24OV, 50/60/ Hz, 350mA This product is on the Design Lights Consortium Suitable for use in 40°C (104°F) THD: (DLC) Qualified Products List and is eligible for Thermal Management: rebates from DLC Member Utilities. DLC Product 10.8% at 120V, 13.8% at 277V Code: P4V81 RRI Cast aluminum Thermal Management system for Power Factor: LED Characteristics optimal heat sinking. The LPACK is designed for cool operation, most efficient output and maximum 98.5% at 120V, 92.1 % at 277V Lifespan: LED life by minimizing LED junction temperature. Other 100,000-hour LED lifespan based on IES LM-80 Housing: Patents: results and TM-21 calculations Precision die-cast aluminum housing, lens frame Color Consistency: The design of the LPACK is protected by U.S. Pat. Mounting: D604,004 and patents pending in Canada, China 3-step MacAdam Ellipse binning to achieve Surface plate and Junction box and Taiwan. consistent fixture -to -fixture color Color Stability: LED color temperature is warrantied to shift no more than 200K in CCT over a 5-year period Color Uniformity: RAB's range of CCT (Correlated Color Temperature) follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 3 WPLED26N Dimensions Surface Mount Configurafion I,mell I rI,20I �sLryl � 31. 115I.311 111, 3i1 d$�IJ` I '1 I V8741 I—PN9n-1 — Juntion Box Mount �I Configurafion 113109 �4 .. 1 1s o>f�� 17191, T��t� t61.m 155m WWI ji4,.11� Features Maintains 70% of initial lumens at 100,000-hours Weatherproof high temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins 100 up to 277 Volts 5-Year, No -Compromise Warranty Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice WPLED1ON Technical Specifications (continued) Other HID Replacement Range: Optical Warranty: Replaces 35-10OW Metal Halide BUG Rating: RAB warrants that our LED products will be free Buy American Act Compliance: 131 UO GO from defects in materials and workmanship for a RAB values USA manufacturing! Upon request, period of five (5) years from the date of delivery to RAB may be able to manufacture this product to be the end user, including coverage of light output, compliant with the Buy American Act (BAA). Please color stability, driver performance and fixture finish. contact customer service to request a quote for the RAB's warranty is subject to all terms and product to be made BAA compliant. conditions found at rabliahtina.com/warrantv. Equivalency: Equivalent to 70W Metal Halide Dimensions 2$" [60.70] 43. Juntion Box Mount C. [12136] Configuration 28" 2a" 2a„ [53.67] [53.671 [60.701 [29.53] —+ + } I- 5 [63.501 (127,00] Page 2 of 2 Features High performance LED light engine Maintains 70% of initial lumens at 100,000-hours Weatherproof high temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins 5-Year, No -Compromise Warranty Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rablighting.com Copyright @ 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 ALTH oF�j� 0 d ES E. BA Lie. No. 043854 V�6'�A0 1112512019 v ' SSIONAL ��� M E 0 0 V N � N C E LU6E Q4u. 3 41 LL o 0 L W 0 13� LU t M J U 00 W J — Lrl M al 0W r-Jp N J3x to _ N = U > Lrl a rn O N CL) M a � 00 J o W � H CL O Z 0 ►7 Z O� I --I r W U QO Z O z U > O LUU 0i #19110 .7e11ra 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE N/A Mm z 0 J 1�_q D co W U 1�_q LL. LL_ O Z vJ " J_ J> Q H U W Q F� 0 W 0 W w J Q � W m LL � a LU LU ce U DC w a w m JOB NO. 43567 L COLLABORATIVE MECHANICAL ELECTRICAL ENGINEERS WWW. PACE-ENGINEERI NG. COM SHEET NO. SE5.1