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Home My WebLink AboutSDP201900072 Plan - Revision 2020-04-22BEAVER CREEK - MEDICAL OFFICE BUILDING FINAL SITE PLAN (SDP2O19OOO72) 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: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 20 FT (OFF-STREET PARKING OR LOADING SPACE) ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE REAR: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 5 FT (OFF-STREET PARKING OR LOADING SPACE)* ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE *SPECIAL EXCEPTION HAS BEEN APPROVED, WAIVING REAR USE BUFFER AND REDUCING REAR PARKING SETBACK 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: 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) 65 FEET 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 Se o,la UNIVERSITY M A D I S 0 N VILLAGE PARK CONDOS CONDOS arse HUNTINGT0N VILLAGE Fw2 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,kn VICINITY MAP 1" =1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN THIER TELEPHONE: (434) 533-0788 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 SITE AND UTILITIES PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOT PLAN C5.2 SIGHT DISTANCE PROFILES C7.0 STORM AND UTILITY PROFILES C8.0 EASEMENT PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS 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 "T" i.9,Nf'i3 W J. aLi.iT;h'1 G4S K Y4 Lic. No. 040204850, 4/21/20 M E O O O U N Ui N C Q O > E W E QLL+' LL O � LLJ � M a_ UGo d CDC U W N Q�x O Q �OJG �� cn = a N = U > aLn C � O N N L M d � Co J O w k.0 [--- z O U-) Ln a z z W W U L W O O 0 U U O z V) > > > 00 W O O N N W O O I— N N Q � 1 0 O N N � O O DATE 11/25/2019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z H� 0 J �1 M� W LU U Hq LL LL Oa z J (D � w > w U z co 0 Q U W Lj w J QO > 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 Lie. No. 0402048507 4/21 /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 M Ln a z z � w w U w 00 0 U U 0 z Ln > > > 00 0 0 N N w 00 N N Q�� 0 O N N � 0 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 m CG-9D WIDTH OF ENTRANCE A STEEL CAP R= �4„ CONTROL JOINT SPACED NON -SLIP BROOM FINISH �" ,0 Rgp(i /2 WIDTH OF ENTRANCE - - -_ z OF PEDESTRIAN S FRO r ACLIMTS AC PEDESTRIAN 0 _ _ _ _ _� © ACCELIMITSSS Rcj 0 M EXPANSION JOINT OUTE e R pVp qCk 0 m UNPAVED SPACE NON -TRAVERSABLE UNPAVED SPACE q ° AT WIDTH OF WALK 1„ ° I p VARIABLE WIDTH' ° MAX. CROSS SLOPE 2 /o ! r P o SLOE ep S qc OFw 0 Z a F q4 J v SDEWALKEXISTING OORPSIDEWALOK SPACE w WIDTH OF �/y� �f C CURB INCLUDED IN w ENTRANCE ° 6" DIA. STEEL PIPE FILLED WITH CONCRETE AND a , °�i°° I a °° a EXPANSION JOINT AT MAX OF 30', WITH �4,a a PREMOLDED EXPANSION FILLER, a. e a , a E C�IC�%v1 �..�0">B.KI 1u.Ci, U402048J` (i? a a a a a a Q a a a4 d a /�\ \ /� / ENTRANCE GUTTER c� > - EXPANSION JOINT °• POWDER COATED (COLOR TO BE�� 0 0 oa o 0 0 0 0 0 0 0 0 0\\// 4/21/20�p` U Z W © _ _ _v ❑ C U 3 5 SELECTED BY a a LIMITS LIMITSACCES>°ROU DESTRIA NON -TRAVERSABLE _ LIMCES D TDESTR AN > w Z SOP OWNER �� W W 4" 3,000 PSI AIR -ENTRAINED m< PEDESTRIAN ACCESS ROUTE DETAILS WITH & CONC. WALK CONCRETE FLOW LINE z WITHOUT UPAVED SPACE PAVEMENT PATCH COMPACTED SUBGRADE 4 TYPE 21 B STONE COVER O e' ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS _ LJ ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE EXTEND BEYOND EXISTING 1'-3" o r DESIRABLE MINIMUM 16' OR PROPOSED VDOT RIGHT -OF WAY. 15 EXPANSION JOINT M-limf"I ` ' ; • • • . v° • f ° °� c a° ' ° a" •° 4 DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS M E CD O O) U rV ABSOLUTE MINIMUM 12' -I I I- - �-- ni _ ! - i-ir • . • a • EDGE OF PAVEMENT 'II-III=III=III=• . -III-III-III=11' NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN � E © PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS '>j �. p• �. •a a ACCORDANCE WITH VDOT STANDARDS. v E ''' _ ' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A °°• APPROACHED, ENTERED AND �e �. �• HALF PLAN A 3 5' ° W \\ \\ \\ \\ \\ \\ \\ \\ \\\\�\\�\\�\\�/\�\\�\\�\\�\\�\\�\\ USEDI BY PEDESTRIANS. o00o aoo ° 4.° 2'-0" DIAMETER 3,000 PSI AIR -ENTRAINED /\ Q � Q ILLL 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 uj REQUIRED WITH A MAX.2% CROSS SLOPE. SECTION B-B •' °' U Go a J z WHEN USED IN CONJUNCTION WITH STANDARD CG-3 OR CG-7,THE CURB FACE ON THIS 2" MINIMUM CONCRETE No Scale w ~ CD - in > N O � � STANDARD IS TO BE ADJUSTED TO MATCH 2 0 THE MOUNTABLE CURB CONFIGURATION. BELOW STEEL PIPE CONCRETE SIDEWALK JOINT DETAIL CD N C1 LY M a z w z w No Scale SIDEWALK SPACE PARABOLIC EXPANSION JOINT WITH z �- v � � SPACEED CURVE �. o PREMOLDED EXPANSION Q 0 (� x w O O BOLLARD DETAIL o o. NORMAL GUTTER ® ®-- ® * * FILLER, "ZIP STRIP" OR C2 a L` o u u * °°• o. o•� o. o. ° m00% To 10% CHANGE �� RESERVED RESEWED EQUIV., SEAL WITH 1/4" SEALANT x > N = � > z O No Scale �o oo PARKING PARKING SILICONE SEALANT �n a Ln z > z 0 0 6" AGGREGATE BASE SECTION C-C CLASS A3 (H.E.S.) CONC. TYPE SIZE 216 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR �� NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2" o rn } rV v L �, � �-' � w � O U O U 5'-0" 5' 0" ® POINT OF GRADE CHANGE IMBEDDED 24" IN GROUND � 12% MAX. _LOPE FOR CURB AND GUTTER ONLY � °• • °L o. HANDICAP SIGN �� o w 1O ~ * 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK, CURB AND GUTTER ° °° o• LOCATION VAN (VAN) HANDICAP SIGN a a 10' 3,000 PSI AIR ENTRAINED PORTLAND ' �a BUILT CONCURRENTLY * * x 3 %MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND o • c 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS LOCATION (TYP.) PmTY PmTY a a a CEMENT CONCRETE SECTION A- A oDoD $M-$500RE $M'�� o ooUo�oo�o 0�0�0 6" TYPE 21A STONE COVER cri � SECTION �� o o c � TOW AWAY ZONE TOW AWAY ZONE EOP EDGE OF PAVEMENT PAINTED VAN / /� /\\ \/ / /\\ / /x� �� / / ,\'� COMPACTED SUBGRADE (CBR 11.2) 0 O \VDDT ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE 502 o 18' 18' 2 /o MAX. PER 6' ABOVE ACCESSIBLE 6' ABOVE � 203.03 0 0 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT 4" FINISHED FINISHED o CG-2 n y~ SPEC. PAINTED GRADE GRADE j 0 0 STRIPE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS (21:2D w � 5 8 11 5 g' I (TYPICAL) SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR Q < 0 CD N NOTES 8' I PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING z o 0 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 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 77�D� D 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 D.;' D.e 3" (21" DEPTH) IN ORDER THAT THE BOTTOM BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. COURSE - SM-9.5A K. MELLON Tto YPICAL PARKING SPACE DETAILS OF CURB WILL COINCIDE WITH THE TOP OF A �' .'�' COURSE OF THE PAVEMENT SUBSTRUCTURE. pD• ' pDp ° 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 I_ TO BE MADE W o� . o� FOR A DECREASE OR AN INCREASE IN DEPTH. r D.e D.p D SURFACE 5 CG-2 IS TO BE USED ON ROADWAYS MEETING ;oo �o O O O O O O O o 0 0 0 0 0 0 O O O O O O O 8 TYPE 21-B AGGREGATE SUBBASE COURSE • • No Scale PA R K I N G SIGNS FOR THE DISABLED NO SCaIe THE REQUIREMENTS FOR CG-6 AS SHOWN IN w D.' D.' • D APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, V) IN THE SECTION ON GS URBAN STANDARDS. ""� • DD O O O O O O O • CHECKED BY D'D D D e D po. oo. BASE EXISTING PAVEMENT PROPOSED PAVEMENT o 0 0 0 0 0 0 / / / / / / / / / \ • C. KOTARSKI SIGN ��/ %\�/\�� \��/ %\��/\��/ SCALE > SAWCUT THROUGH a- MATCH EX. CROSS STD. U POST COMPACTED SUBGRADE U EX. SURFACE w SLOPE UNLESS OTHERWISE GALVANIZED N/A �2" RADIUS SUBBASE COURSE x SPECIFIED ON PLANS W &REMOVE w DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS i o. 6„ CIDSURFACE PAVEMENT PROPOSED 2' MIN. / n ° D.p � D. SURFACE 2 + COURSE v HEAVY DUTY ASPHALT PAVEMENT SECTION 6 �' D D�� D� CIOBASE EXISTING PAVEMENT No Scale H� POST TO BE 0 o-. DRIVEN SUBBASE MILL EX. 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 6" SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE / / /' %'��j��// 12" 8" TYPE 21 B AGGREGATE BASE COURSE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT -/\/�/�/\/�/�/\/\/ - ��//� COMPACTED SUBGRADE Lu U SPECIFICATION \V�T REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS - / DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS U. U. 105 PAVEMENT REPLACEMENT JOINT DETAIL N AND POST DETAIL kNEcale REVISION DATE SHEET OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 LL 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, 4000 PSI IF PRECAST. � Q 12" 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 U z SHALL BE PAID FOR AS RADIAL COMBINATION CURB &GUTTER, TACK COAT THE PROPOSED O.5' FROM EP uu�/ 1� Q U Z 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 5" W SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. - - - - - - - - - - - - - - EXISTING SUBBASE PROPOSED SUBBASE ANCHOR WITH 5/$" REBAR 41 � Q C z rn �/ J U J 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND - - - - - - - - - - - - - - - - - - - - - - O� O�� O�� O O �� IMBEDDED 24" IN GROUND; G LU C0 I- DESIGN SPEED AS SHOWN IN APPENDIX A OF 4„ _ I 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. COMPACTED SUBGRADE O O O O 2 PER WHEEL STOP 0 0 0 0 0 ' Q O CONSTRUCTION JOINT DETAIL / Z ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINIMUM 1 /2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) W D D D D D D D D - x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) W PRECAST CONCRETE WHEEL STOP D D D D D LOADING A A No Scale D D D D D D D D o D n D D NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER, ZONE 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. cl� 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. THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" H THE OPTION OF THE CONTRACTOR IS MAINTAINED. 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. 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. R7-6 I Q 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. No Parking Loading Zone a ° 6„ ui 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS ° a J 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' JOB NO. 43567 SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER XVDC3T ROAD BRIDGE XV DOT SPECIFICATION ROAD AND ASPHALT PAVEMENT WIDENING REFERENCE AND STANDARDS BRIDGE STANDARDS MUTCD R7-6 SIGN DETAIL 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 No Scale 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 0 N C N O O En 0 0 EL 0 0 Z5 0 L m `m Q `o 0 0 3 C L 2"x6" RAIL 6"x6" POST 6' @6'0./C.± 1"x6" FENCE BOARD - DOG EARED 1"x6" FENCE BOARD 6"x6" POST - - - - - - - - - - - - 80 2"x6" RAIL oLW FINISH GRADE CONCRETE FOOTING NOTES: N 3,000 PSI @ 28 DAYS ALL LUMBER TO BE PRESSURE TREATED, SOUTHERN YELLOW PINE. ALL FASTENERS TO BE GALVANIZED. 4" VDOT #57 STONE 18" DIA. OPA UE SCREENING FENCE DETAIL No Scale IS-1 SHAPE TO CONTOUR OF PIPE - 4'. • ° TRANSITION BETWEEN 4 PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR ROD INLET IS TO BE FORME AN CONSTRUCT D SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I I I I I I I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO OUTLETRT PIPE F IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A � C7 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, c BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE ....... 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 METHOD OF TREATMENT IN MANHOLES XVDO ROAD AND BRIDGE TANDARDS SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF , 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION SIZING WATER SERVICE LINES AND METERS Water Customer Data Sheet Customer: Beaver Creek MOB Phone: Building Address: 2246, 2248 Ivy Road Map/Lot: Type of Occupancy: Medical Office Building (Apartment, Hotel, shopping Center, etc.) Fixture Fixture Value Number of Total Cw bU P'Si Fixtures Value Bathtub 8 x = Bedpan Washers 10 x = Bidet 2 x = Dental Unit 2 x = Drinking Fountain - Public 2 x 2 = 4.0 Kitchen Sink 2.2 x 20 = 44.0 Lavatory 1.5 x 10 = 15.0 Showerhead (shower Only) 2.5 x Service Sink 4 x Toilet Flush Valve 35 x 10 = 350.0 Tank Type 4 x = Urinal Pedestal Flush Valve 35 x = Wall Flush Valve 16 x 2 = 32.0 Wash Sink (Each Set of Faucets) 4 x = Dishwasher 2 x = Washing Machine 6 x = Hose (50 ft Wash Down) 1/2 in. 5 x 5/8 in. 9 x = 3/4 in. 12 x 4 = 48.0 Combined Fixture Value Total = 501.0 Water Flow Demand from Fig. 4-2 or 4-3 90.0 Press. Factor from Table 4-1 1.09 Customer Peak Demand From (Fig. 4-2 or 4-3) x (Press. Factor from Table 4-1) = 98.1 gpm Add Irrigation Sections* x (1.16 or 0.40)** = gpm Hose Bibs x Fixture Value x Press. Factor = gpm Added Fixed Load = gpm TOTAL FIXED DEMAND = 98.1 gpm * 100 ft2 area = 1 section ** Spray Systems - Use 1.16; Rotary Systems - Use 0.40 Figure 4-5 Water customer data sheet Adapted fromAWWA Manual M22 44" MIN. 36' '4 ' (22.5" FOR COMPOUND METER) 18 MIN. h•�•-17.5'-0. 12' MIN. WINGNUT LOCKING ASSEMBLY 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 1'-0" (TYP.)-1 o A� o A- 45° CHAMFER) STEEL BOLLARD (INTERIOR) �(TYP.) 4 V 4 d 4 u ad 4Q 4 4 �d �� Irk^ 1 I \ 4/ I 40 4 I 40 I d° JL �I Q 1 d R I 4 aI'4� \ d IL _ 4 A 4 4 a 4 �t 4 a d G 4 o d� 4 od d v ° ° ° 4 v 4 8 4 e a 4. 4 d -0� 4 �2 d4 O d d 4 Q 4 4 SEE SHEET C4.0 LAYOUT STEEL BOLLARD (EXTERIOR) (TYP. ) DUMPSTER GATE (SEE DETAIL THIS SHEET) DENOTES DUMPSTER (2 PER DUMPSTER PAD) 4X4 6/6 WELDED �2,r WIRE MESH • , • 10" CLASS A3 CONC. tea• 6" 21A STONE COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Tireh.yusec I us'i on s COMPOSITE FENCING SYSTEM �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. ARCHITECTURAL DRAWING: TREX SECLUSIONS FENCING TTALLx8'WIDE COMPONENTS Post Cap: Pyramid, Flat, 1 or Crown ❑0 ` 1 144" 5" x 5" Post Ty 1 91" 4" x 4.9" Top Rail 3-11111-1 Vx5.75"Interlocking Picket 19 911.' (Cut to 79 1/2") 1"x575" 2 91", Bottom Rail Cover 1 90 1/2" Aluminum Bottom Rail 4 Fence Bracket 1 5/8"(TYp) 24 Exterior Wood Screws Lengtn may vary Post Cap Top Rail --- _L2-4 I I Interlocking Picket I Aluminum I Bottom Rail Fence Bracket Bottom Rail Cover Concrete Fill 811 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 W1 SOLID LID (NEEENAH R-1975 OR EQUIVALENT) L_ 3" CONCRETE COLLAR - CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT NOTE, MIN. 60' DIAMETER MANHOLE i1 TO HIGHWAY DEPARTMENT APPROVAL. REQUIRED. 4 o. FINISHED GRADE STEP <TYP.) DROP MANHOLE PVC CROSS 0� e o USE APPROVED FLEXIBLE RUBBER 2, I!V Q5c' a 4 BOOT, 0 00=2 I I ADJUSTABLE TRAFFIC RATED r II VALVE BOX W/ LID 6' GASKETED Q e STOP COUPLING OHO Z U o - 27' DROP PIPE PIPE STRAPS �• •°° (STAINLESS STEEL) g r-, SPACED EVERY 2' VERTICALLY 7.1` N `.•`` RESTRAINED BENDSEWER ° INFLUENT PIPE _ - a' ° a a 4• M.J. GATE VALVE A 4'a ► v SEWER - PLAN PROFILE MIN. 6' BEDDING WITH NO, 68 STONE WATER LINE 4 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO �P • ' b (2) FEET. 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. THE DROP FITTING WITH STANDARD GASKETJOINT. CONCRETE d 2'x 2' BEARING AREA. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF THRUST BLOCK 4 STAINLESS STEEL. a 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT d c a TO SPRING LINE OF MANHOLE INVERT. a d . .. 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 NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TWO 8" DIAMETER DROP CONNECTIONS. TYPICAL GATE VALVE STANDARD INTERNAL DROP CONNECTION N.T.S. NTS FIG. W-5 FIG. S-1-C2 r= r )LFi. STEP RYP.) e II NOTE, MIN, 60' DIAMETER MANHOLE REQUIRED. 20P MANHOLE PVC CROSS( USE APPROVED FLEXIBLE RUBBER IR BOOT, <51 oR, o= _ GASKETED 0 Q STOP COUPLING 27'_ PIPE STRAPS " DROP PIPE (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY ---90° RESTRAINED BEND :.._ � rirc 4' MAIN 4 .. SEWER 4 PIPE PLAN 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 I'm IN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* EMBEDMENT 8"MIN (6" LIFTS) SPRING LINE OF PIPE BY HAND OR APPROVE 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\ • •• �+ TO • f jj\� L : • 68 STMEA v 8.. X 6., TEE 2500 P.S.I. CONCRETE BASE AND THRUST ;' :' :..,• el r; �° BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN WHEN 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 BY HAND OR APPROVED MECHANICAL TAMPER OF PIPE 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 K �� ,Al0 0 U CRATCIW J. YO'?'.AI's.SKI L,ic. No. 0402048507 4gy /2 I /2_0 M O O V N � N C > 1= W � a U, U. 0 L n W 0 r6 � a J U 0 Z QW ~ O O O Cn V7 U) ram' a z z (D 1L r�1 W W �oJe�Q Lu 0 0 LL w O O 0 Q 0 U U _ N Z = V > � Z Z Ln U) > > oN �00 Q) M a 00 J U) 0 _ (D 0 H p O o W N N w 0 0 = Q UU 0 O N z o 0 0 cj DATE 0 1112512019 r DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE ® N/A • (D z 11 0 •J 11 D W LU U �1 LL LL rCo O Q v z J J � I --I > W U o z H� z) ID Q ° z LLJ Q W< !^ Q v, L W LU ED Q O z W W ce W MW W JOB NO. 43567 SHEET NO. C1.2 0 c U c 0 0 m 3 0 In 0 2- 70 c m O 0 c m s c m V_ m o- `o m 0 3 c �O o O m U) Z �O o � c c 0 Co 0- O O c D O 3 Z N O ani � a � x 0 0 0 L o '3 a Y V) tp 0 X C 0 .o � U P � 0 m c N o c o m E � o c � m ao m 0 ma m U � o (o to . Co U �2 c N m c N 0 c U m o a� t E F- L- April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) aV3HV AHOM odoa OY3Hb 3VU 30d ]NO 0M3HM 3l®wino dObS Ol 03add3dd 38 o rn �T m m 00 N011b'1S �3EJOt/�J + 009 EVROM 0d0H ON3 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 W20426 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 Right -of -Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs maybe 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 '/Z mile of each flagger. Guidance: 6. Additional Flagger symbol signs should be placed at `Y2 mile intervals and either erected by the approachingflagger, or taken down as the operation proceeds past this point. 7. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary 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 (W3-4) 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 © KN OX@ Serving First Responders Since 1975 Recessed Mount with Face Flange Knox -Box® 3200 Series HINGED DOOR MODEL High Security Industrial/Government Key Box 92 Surface Mount L°'M° (,E Front View i 5" 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 (LIL 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 5tainle55 Front View Side View I T WIDE 3" DEEP- 7' HIGH 5tainle5s Steel Steel lock cover _ Door Hinge Hole for tamper Seal o- 1/2" Solid plate Steel door with gasket L- 1/4" Solid Steel housing 100% welded 3200 Surface Mount 1/4" steel case, 100% welded F_ 7" x 7' flange (rece55ed model only) - 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 mountwith 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. Lack 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 DI-1 I/2 SECTION CAST IRON 1 1/2 SECTION STEEL 2NOTES '-7" LUGS TO BE 1'-31/" L 2�/2" x 2%Z' x 1/4' 1. DEPTH OF INLET (H) TO BE SHOWN ON CAST WITH 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE rn CBOLLAR STANDARD DI -IA LV OPTIONAL N BRACE RIBS m 9% " 2, 7„ 9i/ „ CAST I GALV. IRON I STEEL 66 ± 43.6 LBS 3 LBS 1 IT INCLUDING ' INCLUDING LUGSCONNECTORS 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE C-2" I x 1%2" x 4"J 1 /z' x 4" STRUCTURE. PLAN LUGS STUD SHEAR 1/z' i CONNECTORS 4. IN THE EVENT THE INVERT OF THE (GRATE REMOVED) r�r�-1 OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A BOTTOM OF THE STRUCTURE, THE INVERT OF T--3/e" • BE WITH H CEMENT MORTARSTRUCTUREHTOL PREVENT SHAPED SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF N �\ TORNISHING INLET SHAPING ALL MATERIALS BE II CLUDED L COLLAR DETAIL /2" MIN RAISED TO INLET SHAPING IS TO BE INCLUDED LETTERING IN THE BID PRICE FOR THE STRUCTURE. 2%2" DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE CAST IRON ONLY STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A D� IN -PLACE. 4'-2" HARDWARE 2 6 7. #4 X B" SMOOTH DOWELS AT CLOTH 1'-3" SEE DETAIL 8 APPROXIMATELY 12" C-C TO BE 2'-7" I PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. To ABUTTING CONCRETE TO PREVENT /_,�1#8 *68. #78 OR SETTLEMENT. IN LIEU OF DOWELS w w w w p'n_ x 6" H9DTH A 2"X4" NOTCH MAY BE PROVIDED. p. p. N SEE STANDARD T-DI-3,4 FOR a s a s o 3" DIAMETER ALTERNATE DESIGN. do D . COLLAR SEE NOTOE BMMMM 8. 3" DIAMETER WEEP HOLE WITH 12"X12" x z z z Z PLASTIC HARDWARE CLOTH 1/4" MESH 2 gm g § 12" c+ OR GALVANIZED STEEL WIRE, MINIMUM N 12"-15"-18" OR 24" _ DIAMETERWIRE O HARDWARECLOTH NUMBER MESH ANCHORED FIRMLY iv N iv ;y > = TO THE OUTSIDE OF THE STRUCTURE. D' o A 9. CAST IN PLACE CONCRETE IS TO BE CONCRETE ISOTO BEI)4000 PET 10. ANY ALTERNATE METHODS OF ANCHORAGE -y}� SECTION A -A SEE DETAIL B �I �I I I MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH 4" MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. t2" CONCRETE PIPE - 1.440 CU. YD. CONCRETE APPROXIMATE WEIGHT 15" CONCRETE PIPE - 1.528 CU. YD. CONCRETE Q/�" ��" CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY GRATE 363 18 LBS LETTERING IS REQUIRED ET ALL M 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE GRATES. LOCATION OF LETTERING MAY 24" CONCRETE PIPE - 1.817 CU, YD. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADD 0.469 CU. YD, PER ADDITIONAL FOOT of DEPTH. GRATE DETAIL �� STANDARD DROP INLET SPECREFERENCE RENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE MAXIMUM DEPTH (H) - 10' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 DI-2A, 28, 2C EXISTING OR PROPOSED GAIN. L2%y"X2%2'"XI/4" E SIDEWALK. SEE NOTE 15 8'-8" LONG 2" EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT 3'-6" 8" 2'- " 8" GALV. MC6X12 3'-2" LEA BARS A ■ f�C BARS C-1 s" c-c I o BARS, c-c D_L11ELDED D ao °i BARS B - a 10" C-C v M iv N tz O� FACE OF CURB 1 m a 8" C-C 9 2" 12" 9 2" FLOW „ BARs A LaE ' I CRACK CONTROL JOINT -- ■ 10" C-C 2'-0" 6" 2'-2" 6" �c COLLAR SECTION B-B 6' MIN. 3'-6" W MIN. = 2'-7" 10'MAX. PLAN VIEW 10'MAX. 1'-4" " 2'-0" �A BARS A-1 L 2�/2"X2�/z"X�/4" N L-VARIPBLE-MAX. 20' I GALV. SLOPE OF 2'-0" B" 2'-2" „ B" 3'-0" APPROACH BARS F iV SURFACE GALV. MC6X12 iv n 3,_2„ GALVANIZED MC 6 X 12 1 - - f , d WARPED SECTION D-D BARS E SURFACE I 0 6" C-C WELD P-9„ 2" GALORE 3" DIAMETER B I B BARS E ■ 6S C-C- " g" GALV. WELD ALL WEEP HOLE SEE NOTE 8 _ MC6X12#�� STUD X H STUD SHEAR SECTION C-C CONNECTOR TO COLLAR. FRONT ELEVATION ADECREASE TO 1" WHEN INLET IS USED SECTION E-E DI-2A DI-2B WITH MEDIANS. WARPED GUTTER BARS A_ 1 APPROACH GUTTER ■ 7" _ 1" � , WEEPHOLE 5" X 1/ t L 2� X2� X7/4" r d N o BARS A-1 r SEE NOTE 8 BENT PLATES GAL �ANIZ SLOPE OF 0�0'Z ?`BARS A I I 1 WO xr BARS - I a 01, C-C '� SURFACEH FOR USE ON GRADES = BARS B N 110" C C # BARS C < "i/4�� // 'X4' STUD N L SMEAR CONN. DI-2C z BARS F 8" C-C o WELDED TO ANGL IRON Q 2' C-C J I - J I TYPE'A SURFACE TYPE B FLOW I I FLOW „ SEE PNOTES NOSE DETAILS "O I 11� 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. ---I 3'-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. OF 68 30GALVANIZE'AND'ISEFOR TYPE A TO BE TO BE ANCHORED WITH BENT 4" STUAN ANGLE FOR USE IN SAGS SECTION A -A SHEAR CONNECTORS WELDED TO BENT PLATE AT 2' C-C. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. �� STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 ACO DRAIN One meter channel F 010■■■TRAL:(Wj 39.37" (1 meter) _ 3 12.80" (325 mm) to 1 1 20.67" (525 mm) 6.30" (160 mm) E 0. O 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 1 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 4" round 34.36 310 0.69 April 2018 Half meter channel Top 19.69" (0.5 meter) 1 O 14.76" (375 mm) 16.73"(425 mm) 18.70" (475 mm) yv 20.67" (525 mm) eL 0 e� II QS v R .� P T Total capacity = 15.59 gallons .� Note: These are the pipe flow ates 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. 2. Maximum capacity including riser EO 27.82 gallons. 0 3. Add 12" (300mm) to all heights if r v J using riser. Zn - �I 4. Outlet flow rates will be higher due � increased depth -contact ACO Sales Office for more details. O O V End Cap 0.20" 11- 0 E a Bell end to fit D 6", 8" or 10" C Sch. 40 pipes yl 1.25" (32mm) www.ACODrain.us ACO DRAIN PowerDrain - S300K iron edged channels L Description Part No. InvertWeight Inched rin lbs. Description Part No. Invert Inches' mn1'9 Weight 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" Rm) 69001 12.01 305 140.0 SK3-29 Sloped channel - 39.37" (lm) 69029 17.52 445 178.3 SK3-2 Sloped channel - 39.37" (lm) 69002 12.20 310 141.3 SK3-30 Sloped channel - 39.37" (1m)D 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" (1m)L 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" (1miD 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 y� SK3-7 Sloped channel - 39.37" (lm) 69007 13.19 335 148.2 SK3-33 Sloped channel - 39.37" (lm) 69033 18.31 465 183.7 SK3-8 Sloped channel - 39.37" (lmi 69008 13.39 340 149.5 SK3-34 Sloped channel - 39.37" (1m) 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" (1m)D 69035 18.70 475 186.5 SK3-10 Sloped channel - 39.37" RmP 69010 13.78 350 152.3 SK3-36 Sloped channel - 39.37" (lm) 69036 18.90 480 187.7 SK3.010 Constant depth channel - 39.37" (imp 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" (1m) 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" (1my' 69048 19.69 500 193.2 SK3-14 Sloped channel - 39.37" (1mi 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" (1mID 69015 14.76 375 149.1 SK3-903D IMine catch basin-19.69" (0.5mP 69053 3T40 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" (1m) 69018 15.35 390 163.2 Foul air trap - fits both 910 & 610 basins 90854 - 1.2 SK3-19 Sloped channel - 39.37" (Im) 69019 15.55 395 164.E SK3 channel Universal end cap 96827 19.69 500 2.5 SK3-20 Sloped channel - 39.37" RmID 69020 15.75 400 166.0 SK3 channel Installation device 97479 - - 4.9 SK3-020 Constant depth channel - 39.37" (lmr) 69044 15.75 400 166.0 Grate removal tool 01318 - - 0.3 SK3-0203 Constant depth channel-19.69" (0.5mp 69047 15.75 400 92.0 SK3 ductile iron slotted grate@ 02445 50.0 OSK3-21 Sloped channel - 39.37" (1m) 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 SK3-23 Sloped channel - 39.37" (lm) 69023 16.34 415 170.1 SK3-24 Sloped channel - 39.37" (1m) 69024 16.54 420 171.4 SK3-25 Sloped channel - 39.37" (1mP 69025 16.73 425 172.7 SK3-26 Sloped channel - 39.37" (lm) 69026 16.93 430 174.2 SK3-27 Sloped channel - 39.37" (lm) 69027 17.13 435 175.5 UNotes: 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. • 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 © 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 responsibility to 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 t , Q C .IG W: J. KOTARSKO4 Lic" No. 0402048507 4121120' M O O rn U N � N C Q O > E w 6E Zp Q U,� � o U. o w 0 ro rl Q W U o a- J LUJ - Lr) M d > O N (D W N �x �0Lf)� 0Q�� (/) U N N = U >tD a Ln c Lri O N QU ■- M a� 00 J I'D I- z O V) V) a z z w w U 0 O O z O z z O O > U U LU o O N N LUCDO 1--(V N � o 1714 1- O o DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A (D z I� 0 ■J 11 W LU U U. qqj- O I� J � Q W U�� H� 0 ° C) z LU WJ W LU Q O z Uj LU U W /Uj W JOB NO. 43567 SHEET NO. C1.3 0 c U Q) > a) O 03 3 O U) O 2- C Q c m O 70 a) Cn 0 O c t c (0 V_ t0 1Z 8 O 3 c �a MO 0 r^ U) z oO o c o a O c o N 0)0 0 C vOi 3 z rn O � Q a) H o D o L 0 0 nL.. O '3 0. m O Y (n Co 7 N X C 0) O O U 2 m c 42 O c o 0) E � o c L) m O -0 O -0 �-0 m� 0 O � rn O rn O U -0 2 c N (6 O u) O c O a .JO (1) _0 �E L \ \ �S PERMANENT VDOT UTILITYEASEMENT 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. � SqN WATER METER VAULT \ A \ N O�1O APPROXIMATE LOCATION OF RELOCATED POLE DUE TO IVY ROAD SIDEWALK PROJECT. APPROXIMATE LOCATION OF SANITARY PIPE, STORM PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE 3S0 CONSTRUCTED BY COUNTYAS IVY ROAD SIDEWALK 1 r / PROJECT. COORDINATION WILL BE REQUIRED. MHS I r , �- TOP=568.87 TEMP. EASEMENT FOR CONSTRUCTION / � � r � � i � � � / � �� ^ ` � \ � �� \ \ �� _ �� P lNV.4 "1N=565.62 (W) OF CURB AND SLOPES AND ENTRANCE -N l ' q �_, „ _ M 1NV.4 /N=562.70 W SEE DB 5144 PG 303 ' - - j SIGN� � _� � � , TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (FUNERAL HOME) TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) - IPF BENT BENCHMARK TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) W o \ S INV.3 "1N=564.45 (SW) > >>' \ -**.,POLE INV. 6 "IN=566.02 (S) - 1-PFI, INV.OUT8"IN=5F2.65 (E) / sOHu-- PO r \ \ 841V / a kG PPFE POLE \ - OH l oHu-- F /\\, . \ \ V\ \_ / MHS \/ /1 16PPF1 \` _ - - - POLE l \ \ \ / TOP=566.26 5 \ -PPF1 / fraL ' ��LL� , S \ \ SqN / 1NV.8'7N=,559.81 W - - - - - - - _ � � � � SI B I PF2326� '� 1 \ SgN�B"P(�C; INV. 8' l =560. 30(S) uv 'Q T INV,0UT=559.96(E) ' aco lI I _ _ _ PAVEMENT ` TMP 06000 00 00 03800 W ST END SHOPS- , \ 574.76 PERMANENT DOl1/ltll£�y / \ ' DB 1805 PG 670 ENERGY EASEMENT P cq \ 1 1.42 PES FROM RECORDED PL �Q l , l �C SEE DB 5134 PG 766 \ \ \ 20' gOAQ RW �� y _ / 1 519' 2246IVYROAD �JB 24cs PG�1� • J ►1 CD r Z - - \ \ \ \ l\ \ \ j Y� srnw j y Vco j I I / 20 WALNUT \_ BUILDING 12" IN, 1-112 STORY S'rQNE / / % s /\ \\ ✓ STONE AND WALE \ / \ / �, TEMP. A C UNITS y / E SEMENT FOR FRAME D / ,l �\/ \ � CO / `sus / \ (ENTRANCE zgj I 1 SIGN I l SEPTIC TANK �s� . \ SEPG 766 34 �5 1 \ � \oN�j� A 0 1 \ \� O�LP - - - RD J,AI�SCAPE � � � ' r \ � MHS s TOP=579.44 SHRUB (TYP.) lNV.B "lN PVC=573.40 \ _ I 1 Wit- / SIGN�� ' / � � �S/ II P. j / I C)RD `• ' 80, i - INV.OUT8"IN PVC=566.66 POLE PP j o Al�?SIGN �// 8r \ \ ` _ 12„ STONE I TMP 06000-00-00-03900 R IF RD BE HMARK I I r \ ---- / / ` \ /582 _ \ WEST END SHOPS -EAST L L C POLE 1 r " �... BUILDING 15.00, / / - - - DB 1805 PG 664 PP �_ ."• , . • r WATER TANK RD // I \\ ZONE: HIGHWAY COMMERCIAL 2 STORYBLOCK RD /V7g°95p4 W P// ----- AND STUCCO � - \ \ � - % / / / �` \ USE: COI' IAL (NEIGHBORHOOD SHOPPING CENTER) 583 I C J � RD Q / HC SIGN- �s V lb 1 \ - ` RD - f -tee - 14C sIGN 5g4- - / I SHf�U6 (TYP.) W MHS CO \ 20, SANITARY l s TOP_ 583.74 L / SEWER EASEMENT/ co INV.4"IN=574.95 NW / r / i °p ( ) / I N/ INV.8"INPVC=574.74 / ll 1 TOP= 576.08 / 1 I DB 488 PG 624 gP N V.-- � l � � - - � � INOUT8"PVC=574.89-� ,-____ / INy IN 6'PVC=574.83 / - - 6 rVC i ll�IV.OUT 12"RC#=574.44ANGELA q1G PAVEMENT l- I /SD INLET rl I h TOP=583.30 3' r I/ �� // I INV. OUT 6"RCP-&81.50 br / ti X \ I / I I �Q' WOODEN / FENCE/ SD INLET / 21700' / I I / X / \ TOP=576.19 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 L/� 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 BENCHMARK 014 P - - - co 00 0 Q z SCALE 1 "=20' NOR 0 20' 40' 0 L,ic. No. 0402048507 /2 0 M O O V N � N C > E w 6.9 :-: Q LL C) U. w0 ror, Q W U , d J w M W rj N 0x ��< oJe a) C) U j ko a c Ln rn C) N Q M a 00 J M O (D M O 0 w LH U Q z O M O ►7 �13 z a z z w w U 0 O O z r r O z z V) > 00 w tY DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCA2 1 ,0, I�1 J w U 1--1 LL 1 r^ vzJ ozo Q J Q�z Uzo o U V L. Lu J z w m U) Q X W JOB NO. 43567 SHEET NO C2.0 L \ �S PP Z 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 a PROJECT. O� ABANDON \ WATER METER VAULT � �S w SAW Hl-' HUXIMH / L L U(;A / 1UN Ul- HLL U(:/4 / LU h'UL. DUE TO IVY ROAD SIDEWALK PROJECT. \►`_r _t \ wY SANITARY LATERAL SERVES 2260 IVY ROAD. SERVICE PERMANENT VOOT UTILITY EASEMENT j o si sqN RpAO TO BE MAINTAINED THROUGHOUT CONSTRUCTION. l ► - G _ _ \ v EASEMENT TO REMAIN / c� ► ,r _ '� �R/qB �R0 APPROXIMATE LOCATION OF SANITARY PIPE, STORM (SEE SHEET C8.0) PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE \ \ ► N/''Ri�, 0)CONSTRUCTED BY COUNTYAS IVY ROAD SIDEWALK ► ►f i , ` _ PROJECT. COORDINATION WILL BE REQUIRED. - -- - ABANDON MHS TOP=568.87 TEMP. EASEMENT FOR CONSTRUCTION / , I - / N� SANITARY - ► / REM ' LATERAL AT/NV.4 /N-565.62 (W) OF CURB AND SLOPES AND ENTRANCE ► SIGN l P,q SEE DB 5144 PG 303 ' - - ,� �� j SIGN, \ , \ \ _ Fib MANHOLE INV.4"IN=562.70 (W) 7NV.3"1N=564.45 SW EASEMENT TO EXPIRE UPON COUNTY / / \ �� I i\ s ( ) � _ � � __ : POLE lNV.6"1N=566.02 (S) COMLETION OF IVY ROAD SIDEWALK , �� mowP1 IMPROVEMENTS CONSTRUCTION ► / �� INV.DUTS'lN=5F2.65 (E) ► � \ / � � RE OVA`\ ` ' �,_ ► S�-. - - - \ II lS'�Cl�( PO P s� �r �''rs / SA1NCl _T REMOVE SIGNS ► / oH(t— _ - _ l �,� l off / (TYP.) ReF50C / \ �� \ / MHS �/GN \ PPF1 POLE' — - — �-- TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (FUNERAL HOME) LEGEND: ® REMOVE CONCRETE REMOVE ASPHALT aASPHALT TO BE MILLED XREMOVE TREE/SHRUB ------- SAW CUT OHS < , \ / TOP=566.26 \ O E / L A E �'� INV. 8'7N=,559. 81(W) 1 6 ► � V c , -REMOVE - - - - - - IL Y P �[ GN, PPF232� �1 sqN INV.8'l=560.30(S) / cur OVERHEAD G / INV,0UT=559.96(E) Y R �\ � / jl �y11 POWER LINE �REMOVES S � \ , a ► lI I TMP 06000-00-00-03800 P VE NT \ I ? 2/ ill fix/ I l I W ST END SHOPS- �L�� \ � � \ r l =I► lI � / /R A N DO \ / P \? Q Q ► / I i ,DB 1805 PG 670 � E/Y/E E N \ \ / ►` ` I/ l Il 1.42 \ 'E FR M RECORDED PL \ / r / � a 1 A4 V S O CO E - n. 7.6 2 w I / l 9 2246/VYROAD � T IN/ ► \� \ O V / E SE T /' ►/ _ B N N D SE --- �. / S TC8. / i� co I LANDSCAPE. REMOVE I ► 1 NU / � / / `� , � \► I \ l y / 57 20 WALNUT � / P 3 , , I / REMOVE EM / Y y REMOVE BUILDING REM VE 12 OVERHEAD BUILDING / /\s1-112 STORY STONE STONE AND WALL / \ POWER URLE / / �// EMP. I I .9` � l � ' I / I AC UNITS l / / � � 9' fV1ENT FOR I ► REMOV FRAME D // / / \ / E, '/ CO '' I , / , l / IUTRANCE I / I � i � 6' l\ i ' REMOVE , // REMOVE / l / �E DB 5134 , I SIGN �'' /y I SEPTIC TANK Z RD sy/. PG 766 � o i \ REMOVE MOVE \ A SC D APE I � 04-P ►/ / , I 18 f'TREE SAWCU T I !-1 l A4KS / s, /I REMOVE / I l ` SHRUB TYP. REMOVE 1 / I �.8 IN PVC=573.40 I I SIGN S l ► / RD / l O, — INV.OUTS IN PVC=566.66 ► I I n /( / � / I 4 / / I ► / I � I / Q / I POLE I -PP -- r A/v /sir 12 l / ► STONE WALL / / / I . RD // / // TMP 06000-00-00-03900 R /F WEST END SHOPS -EAST LLC 11 58 l \ BE HMARK / REMOVE / � - I POLE I� BUILDING / - - DB 1805 PG 664 ► l WATER TANK RD l / l I \ PP I l // ► 2 STORY BLOCK RD l / _ _ 1 _ � \ ZONE: HIGHWAY COMMERCIAL \l l ► USE. COMMERCIAL NEIGHBORHOOD I►/ \ AND STUCCO / / / ► �\ \ REMOVE BUILDING AND / -� �� Ll _ 1 SHOPPING CENTER) ►� / / _� SURROUNDING LANDSCAPING, CURB, / _ - ' 583- - I► / AND SIDEWALK -J /^ j �U I► l � RD ► HC SIGN— RD ABANDON l� I� SANITARY ► T LATERAL AT / l4c slcN� ► \/ / -------- MANHOLE / i I - / \ / 4 554- EM ► / S V \ / / F-- / / � TO-583.74 _ 'yC / / = r ► .� > / %� , IN ►4 IN 574.95 NW / ► 1 / L T l y /� l / _ f_= 1_ / / V - / ► 1 � _ l / i � / /NtlB /NP C 574.74 _ y B 88 P 24 I► T - _ C 6 0 N .OUT8 PVC-574.89— _ /S _ ►1 IN6PC54.3 ' 1 / _ I LET i RE C�V _ f� C�'C IN 2 GrP 5 4. 4 _ i / . I► � l � G L 1 / R VE ► a / / / / I � lP ► l l i /i t = 8 / ► l / l l I l U 'RC=5181.5 ► / / / / i /I ' / / / ► ► ti / / � � REMOVE lPF BENT � I S 1 1 l lil/OODEN / - - �i �' � \� � l i l EM _ 85 / R/ / l 4NCE 5 - - BENCHMARK `I ® ® / � - I SD INLET lPF TOP=576.19 �l .�� BENCHMARK TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) ABANDON EXISTING GAS SERVICE TO BUILDING REMOVE INLET AND ' DOWNSTREAM PORTION OF 12" PVC STORM LINE' / l' / I INV.IN 12"RCP=573.79 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) TREE 7 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 - O REMOVE ROD /F � -- 0 - - , BOLLARDS (TYP.) BENCHMARK 014 P - - - co 00 0 Q z SCALE 1 "=20' NOR 0 20- 40' 0 0 a� U CR A TC W J. KO'?'.AI's.S KI L,ic. No. 0402048507 /2 0 M 0 0 rn u N � N C > E W °� E Q U. o U. o W O Q W U o � J W M rj W p N X 9 W' C) = U > m a c Ln rn C) N (1) M a� 00 J �� M 0 (D M 0 H 0 W LH U Q z 0 0 r z a z z W W U 0 O 0 z 0 z z V) > > 00 W DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1 ,o, w U 1--1 LL L O Q z z z Q J (D Q>z U z O H O J w Lu J <� O Q w LLI m 0 Q w � w IZ U JOB NO. 43567 SHEET NO. C2.1 L- \ \ IF CONSTRUCTION BEGINS ON �\ SUBJECT PROPERTY PRIOR TO WATER MAIN RELOCATION, CONNECTION SHOULD BE MADE TO EXISTING WATER MAIN. \ems PERMANENT VDOT j UTILITYEASEMENT l / 8" x 6" TS&V TEMP. EASEMENT FOR CONSTRUCTION OF CURB AND SLOPES AND ENTRANCE 'I SEE DB 5144 PG 303 6"x6"TEE WATERLINE A'I 6" DIP c j 5' - TMP 06000-00-00-03700 O JOSEPH W. & MARY JANE TEAGUE ct DB 775 PG 154 °� �� l� ,r R5' ZONE: HIGHWAY COMMERCIAL 0WATERLINE D USE.- COMMERCIAL (FUNERAL HOME) w „ 3 COPPER b Q 2" WATER tr METER VAULT +iz 6"x4"TEE TO3" a u THREADED PLUG Q Z O U w CO R 12' z ; 0 w FHA �R15' _ POLE pp TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE., COMMERCIAL (OFFICE) TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: RI RESIDENTIAL USE. RESIDENTIAL (MUL TIFAMIL Y) POLE'B PP PP 0 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 Q PROJECT. AN \ \ pRl MgRyF �V NrRq�C 4S0, R30' �c __� lv R0 TO S T V,gR'q,0 �R� pR,MgR y �22 /��FRIFD ° ,, e�F�� Tic Sy EivrR S' LgNE cgMOREs GqF To r�/ pR�MgRY MHS NE �NTRgAt TOP=568.87 E T INV.4 "IN=565. 62 (W) O CO` O q0 5 �VFi1,��cNT 1NV.4"1N_562.70 (W) 11'� FDRI \ \ sqN INV.3 /N-564.45 (SW) [rF BUIL6'(NG POLE INV.6"IN=566.02 (S) OVERHANG \ P7?F1� INV.OUT8"IN=562.65 (E) PD - `, _PP F5DC \ s \ MHS qN� , TOP=566.26 R kl G NrS 7PLE ._, \\ RO v �, lNV.B"1N=559.81(W) WATERLINE C �� ANpS 9,1 F1 INV.8"IN=560.30(S) z - \,164.2' /T k TIE TO COUNTY SIDEWALK !NV.OUT=559.96(E) O 6" DIP RUCT R \\ _ PROJECT. ADA RAMP TO ire iM 0600-00-0\� „� REMAIN. VES END HOPS- EST PER DO/l�11!llO�l \ ` R25' 90.DB P 05 G 670 EN RGY S / 42 AC ES FR M RE ORD D PLA SE DB 5 34 PG 766 20' ROAD RVI�� \� — 224 IVY AD O7 — — — — DB 248 PG. 11 12, X 25' 18' / LOADING SPACE TYP. 9 1' O "NO PARKING LOADING ZONE" TYP. SIGN (R7-6) 2 STORY MEDICAL OFFICE BUILDING - 5 (UNDERGROUND PARKING) ±26,600 SF / \ CONCRETE WHEEL STOP (TYP.) FLUSH CURB ALONG 73.4' i R15' //�PZ / ADA SPACES 24' Ar O7 CURB WIPE (5) ADA PARKING TYP. p / DOWN SIGNS 154.5' TEMP. � R10 / �/ � EAOR ENTRANCE 9 a ©// SEE DB 5134 PG 766 _ 28 WATERLINE B / �111MHS 6" DIP ( TOP=579.44 R5 24' ( 5 INV. CU iB WIPE DOWN I INV.8"INPVC=573.40 FDC TYP. OUT87N PVC=566.66 RT TYP. 8�-7—._ „ R2' I 1 ! RF // 12 STONE 16 RT WALL R2' ' -�� j !!! �i TMP 06000-00-00-03900 R2' WEST END SHOPS -EAST LLC TYP.----- CG-2 �/ /'/ DB 1805 PG 664 R2' 5' / — ZONE: HIGHWAY COMMERCIAL 14 USE.- COMMERCIAL (NEIGHBORHOOD U 9 ' TYP. Z 16'-WIDE ' DUMPSTER ENCLOSURE BOLLARD (TYP.) —� Gv Z/ cup- IPF BENT c� -$ IPF BENCHMARK 50' REAR SETBA (STRUCTURE) W90m - R5' 18, L Q / SD INLET TOP=576.19 OPAQUE INV.IN 12"RCP=573.79 SCREENING FENCE INV.OUT 12'RCP=573. 5' REAR SETBACK (PARKING) - PER SPECIAL EXCEPTION TMP 06000-00-00-04005 CHARLOTTESVILLE INVESTMEN7' PROPERTIES DB 860 PG 568 ZONE: R 15 RESIDENTIAL USE: RESIDENTIAL (MUL T/FAMIL Y) R1' IR2' EWER EASEMEN DB 488 PG 624 - / / 24' \ / TYP. \/ D / TYP. R2' - TYP. i► R2' MHS ROD IF TOP=580.64 BENCHMARK INV.4"IN= 578.24 INV. IN 2-2 "PVC=577.79 INV.8"INPVC= 575.84 INV.OUT=575.76 R5' RF RTION OF EXISTI 'VARY SEWER P SLACED IN PLACE I NTRAC'TnR TCT SHOPPING CENTER) 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 SCALE 1 "=20' I NOR 0 20' 40' >� i.9,Xf'i3 W J . aLi.iT , G S, KI Y4 .Line No. 0402048507 4/2112o < ;, 5 qt' M E O C) OU N ui N c >E uiLu E ~ U U QLL+' 0 LL o w O 10 cl� uj 2 M a J U cp L.J — L6 > o °' U LY N z� r10 �x 0 cn = a N = U � u Ln rn O N � M a� CO J CD LU z V) 0 P- a z z w w U w 00 0 U U O z V) > > 00 O O N N Lu O O N N Q -'T 1 0 0 N 0 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI L J z H4 0 J I--1 M� W Lu U ~q z L Q Q J 0 z U) C7 J w U z O � w Q Lu < z w Q m Lu Q ui Lu I..L U clJ Lu Q MLu W JOB NO. 43567 SHEET NO. C4.0 �a Do -0O� oo z O) o .0 2 o2E T � m o E_ a. o D o= O 3 z N O 2 Q x x o w > 0 aL.. o .3 a� U� U C x o U U L � L PP \ a \ �s P. \ G �SqN EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY-HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. / o _ - - - - �_ COORDINATION REQUIRED FOR FINAL TIE-INS. PERMANENT VDOT UTILITY EASEMENT l \ \ l c /G sqy� RO'QO 57, ti o/ TEMP. EASEMENT FOR CONSTRUCTION 1 ' / / 4N� OF CURB AND SLOPES AND ENTRANCE SEE DB 5144 PG 303 I , \ /I ^ 574 S4, Al POLE SIB 1 0 TIE INTO C � I�1 W �5'l - - - - 5n - / /' / \ A \ �>> \�PE1 50 E OJ E TO 9 - l I ° r TM 0600 -00-0 \ = , \ \ \ \ \�\ �01 W O WES END EiOPS- ESTt s�8_ l = r 7ER DON1nV16 ( DB 1 05 PG 670 EN RGY S co l / 5 .42�AC ES FR M RE ORD D PI. SE DB 5 34 PG 766 \ - _ 2 ' l�?OAD R S� /1 W \ _ - - \ g DTA T A cP TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (FUNERAL HOME) _ - - POLE PP POLE PP T. ADA / / t5/ � 224 /VY AD \ PB 4 579- - - ` \ \ �^ BONNEIdN\ cfj (j) O II 8" HD E R 2 Ci �I I/ ,� WITH CLEANOUT ►Q II V /�s GARAGE FFE: 572.0' 1 BUILDING FFE: 583.0' 502 / TRENCH DRAIN 11 e I i 8" HDP� R$1 WITH CLEANOUT Q I / WITH CLEANOUT I / 575 /\ \\ TEMP. SEMENT FOR 576 \ \ ENTRANCE SEE DB 5134 cjP� \/\ 1 PG 766 I 301 1 1 302 r 36" ACCESS RISER _ WITH VDOT MH-1 TOP ,_ , / 1 11 I ' 202 201 0 TMP 06000-00-00-03600 I �� 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) A 1 r I �r 602 / 1 / I 60 1 / r I I I I I I 101 I I / I ' / C,ORs 1 100 IPF BENT - - - - BENCHMARK I / ,4J SDI 102 - lPF TOP-576.19 BENCHMARK INV.IN 12"RCP=573.79 INV.OUT 12"RCP=573.72 1 600 LF OF 36" UNDERGROUND CMP STORAGE N 00 Ln I \ \ i \ / 1 // sN 36" ACCES JG RISER \,WITH VDOT / D �I-1 TOP p WEIR PLATE v I i / / r 36" ACCESS RISER I I/ WITH VDOT MH-1 TOP�I S / L / TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONER 15 RESIDENTIAL ZONE- RI RESIDENTIAL .• USE. RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) I I 7 / 57/ / 57 ' / i - 580 II_ / 12" 401 / 581 STONE WALL / TMP 06000-00-00-03900 _ II WEST END SHOPS -EAST LLC 582 / DB 1805 PG 664 36" �CCCES /RISER 111 ZONE: HIGHWAY COMMERCIAL I Fi VDq MH-1 TOP // �\ 1 USE: COMMERCIAL (NEIGHBORHOOD / SHOPPING CENTER) 1 HC SIGH I " G \ I. 1 / !4C SIGN I -584 r'. ROD IF O\ - O - -/ BENCHMARK 04.P - - ----- - STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 500 568.31 3.71' DI-313 14 ft Throat 100 577.00 3.25' MH-1 102 576.75 2.82' DI-1 202 577.81 2.91' DI-2C 8 ft Throat 302 579.84 5.18' DI-1 402 581.96 7.16' DI-1 502 572.09 7.36' 6" Cleanout 602 577.25 2.44' DI-1 STORM PIPE TABLE PIPE # DIA UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH RD2 8" 566.85 565.00 5.00% 36.93 LF RD 1 8" 576.20 574.50 5.00% 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 0.49% 82.06 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" 574.81 574.50 0.50% 62.07 LF SCALE 1 "=20' NOR 0 20' 40' Q CMGW J. KOTARSKI Lic. No. 0402048507 4/21 /20 M E 0 rn oU N ui N c > E w E Lu o LL L w O o cl� uj M Cl- J U Go W J a > o rl LA U` Lu N O �x J cn = a N = U > a �__Ln rn O N v M d � CO J CD LU k.0 [___ 0 0 N N W 0 0 N N Q -'T � 0 0 N 10161 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI L J z 0 J t-1 M� W Lu U z 1--I J LL Q w O ~ cD z I( QV J z U~� H� 0 O Q w z Lj � Q Q rr nn W V co z_ J Q Es UJ V Lu U Lu Q MLu W JOB NO. 43567 SHEET NO. C5.0 N N 6 C N o �o E� D_ U O � C O U O c� _o O U �L C N V) ccm C U m o aw a) _0 L PP \ a P. \ \ G \SqN 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 \Sq� VY,Q COORDINATION REQUIRED FOR FINAL TIE-INS. / 72.05' /G �70.4 pqO V". + ooa \ \ 5g a - 5,1 i9''- \ \ \ ` !00 ?S \'` I „572 .60' _ S,\ 57,E Rid, OJ _ _ 1 2� \ SWK WK POLE 1 I \\ S�G's\ \ 575 �� FFE=572.00' `� \ \ /y \ SgiV X GND / GND 1_\ �'k0 P 56 . T I E�NTO bbb Y ---- 577-/ //�\�� J \/'`� S>>�\PPE1 ��\ -- E OJECT\.ADA / - ----_ KAM 1 11 \ �EX GN \ SWK Tl_. 7600 -00-0 569.06' \ 577.1 ' WES lD COPS- EST- 5; 8- / Q Q Of0S 1 05PG670 / 511 . 42-AC ES FR M RE ORD D PLA TC / T ��. T 577.30' 579- GND '576.�224 IVY AD TMP 06000-00-00-03700 cl) JOSEPH W. & MARYJANE TEAGUE c = Q DB775PG 154 ��1 TC 57IC 7��` GARAGE FFE: 572.0' \ \\ \ \j `s 1A / \X \ / ZONE: HIGHWAY COMMERCIAL � BUILDING FFE: 583.0' � ' ' � � \ - � 574.75' / \�� \ � / EXGNO USE: COMMERCIAL (FUNERAL HOME) \ N r TC / - - � � ' TC / / 571.1 ' \ I j 578!15' 572.50' i \ II I ( TC/ Ir \ FFE= ' P. I I j I / 578.65' 572.00' i 1 1 1 TC � TIC -I T-e� 573.13' 57 \ h^ // \ Sj \"�'\ / \� / / 78.23' � 83 � ' 582.90'5 57.2FFE= ,C \ 1 I / 583.00' TC-BC I I Ir 1C 582.95' 576.26' � 76/ / \ Q 1 I\ I I \ 578.48' - _ TC 7 P �\ 582.50' / 8 I / \ EX GND 577 \ / / 574.79' TC C-BC D 582.51' TC L 82. / /\ O 1 583.16' 580 POLE TC v RIM _ 57 579.29' 581.96 / 58. _ PP 1 j EX GND 579.10T / I TC 12" _ - 577.23' i 580.02' \/// 5 2.30'// 581.27'i 581 WALLS I r ) TC D / { - / /` TMP 06000-00-00-03900 R /F 581.33' / % s82� WEST END SHOPS -EAST LLC POLE BE HMARK TIC j / 582_ _ DB 1805 PG 664 PP _ 582 18 TC j \ 582.52D 2 52D ZONE. HIGHWAY COMMERCIAL I 583.21' ` / / �� \ USE: COMMERCIAL (NEIGHBORHOOD / TC / SHOPPING CENTER) TC 583.00' / / I 1 I 583.43' LL TC EX GND, rl I 44.36' 583:Od r o 00 I Y RD 577_94' 1 rn `n HC � 2) \SIGN- 1 TC co N /�' 1 1 TMP 06000-00-00-03600 co 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 4 - - 1 / 14C SIGN- J ZONE: COMMERCIAL OFFICE - USE: COMMERCIAL (OFFICE)- r - -584 1 I TC A TC TC % I 1 �579.65' \ 580.60' 581.37' / C I TC T 5W.65' TC 578.30' I \ TC/ 584.36' // 11 578/00' \ TC /-582.73' EX GND / RIM I / ® 581.34' / I SP\y 584.25' / 577.25' / ,® I / / �G ' TC TIC TCti/ 5 358 584.58' .85' I / 584.57' h�\ I / TC D /% `b i I � 577.82' TC 577.91 � I TC � 584.36' 576.75; EX GND 585.07' IPF BENT - - _ - BENCHMARK I / E576.80' SD INLE i TC / 578.22' TOP-576.19 --� � BENCHMARK INV.IN 12"RCP=573.79 INV.OUT 12"RCP=573.72 EX GND � RID /F-585.03' - - - TMP 06000-00-00-04005 BEN 58 5RK 04tP - - - CHARLOTTESVILLE INVESTMENT TMP 06000-00-00-036AO 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) co 00 0 Q z SCALE 1 "=20' 0 20' 40' 4. � ."' 0 O Q CMGW J. KOTARSKI Lie. No. 0402048507 4/21 /20 M E 0 rn oU N ui N c >E ui E Lu Q 0 LL o w O o a J U Go Z uj ~ o O cn cn �LLArCD jui ui Lu a z z Ox < < LuO O oa �� o U U a° z z V) > o N 00 M 0� 0- CO J CD LU cr) D O (D O 0 0 0 W N N w 00 w \\ U 0 O N Q � � z 0 0 O v) DATE 1112512019 O } 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 0 J (D U) Uz 5 0 Q ° a- W V) Lj Q v w Z m QJ Q (D ui Lu U clJ Lu Q Lu JOB W JOB NO. 43567 SHEET NO. C5.1 L cj 1 .- §�� I\kIN 20' ROAD RIND DB 248 PG. 11. _ V PARKING GARAGE - AUTOTURN ANALYSIS 4P I II Composite Passenger Vehicle feet Width 6.33 Track 6.33 Lock to Lock Time 6.0 Steering Angle 26.4 co co 0 Q z SCALE 1 "=30' 0 30' 60' 0 50 PROFILE SCALE -50 HEIGHT OF OBJECT = 3.5 FT 575 FINISHED 575 GRADE HEIGHT OF 243' SIGHT DISTANCE - LEFT EYE = 3.5 F 570 6 — -- 570 565 \3,2 S/G7DES 565 GRADE TIE IN TO BE _ �ANCF_ COORDINATED WITH THE VDOT IVY ROAD SIDEWALK PROJECT _ \ HEIGHT OF OBJECT = 3.5 FT 560 � � 560 EXISTING GRADE 555 _ 555 SPEED = 35 MPH 550 550 9+50 10+00 11 +00 12 15+00 IVY ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 16+00 17+00 4. l .,. Q CMGW J. KOTARSKI Lie. No. 0402048507 4/21 /20� sCAP M E O O C) U N ui N C_ Q O > E W E uj < LL LL o w O o < LLM � JJ U co I J — Ln d > O U LY N z� 110 Q�x O Q � OJG ai " cn = a N = U > a �__Ln rn O N N - M � 00 J O w CL 0 il z O U') H a z z w w U w O O 0 U U O z V) > > > 00 W O O N N W O O I— N N Q � 1 0 O N N � O O DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=30' z 0 MD W LU U U) LL LU LL J_ Oz0 Q LL J � a_ > LU U z U H Z QO w Lij C) LU m J Q = (nn V U) W LU U DC w Q w 00 JOB NO. 43567 SHEET NO. C5.2 L 102: DI-1 STA 10+63.62 TOP 576.75 INV IN 573.98 (103) INV OUT 573.93 (101) 100: MH-1 STA 10+76.24 TOP 577.00 INV IN 573.75 (101) 585 585 585 585 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 E LIN AND FIE PROP. 580 GRADE EXIST. GRADE ✓ 1.7' 575 XISTING GAS E. LOCATION )EPTH TO BE LD VERIFIED. 570 565 560 201 82.06' OF 12" HDPE @ 0.49% 36" CMP 302: DI-1 STA 10+03.28 TOP 579.84 INV OUT 574.66 (301) 585 585 EXIST. GRADE PROP. GRADE 580 580 3' MIN. 36" 575 CMP 575 570 570 565 565 560 560 301 30.98' OF 12" HDPE (@_ 0.50% 570 565 ••1 590 585 580 3' MIN 575 401- 5.93' OF 12" HDPE 570 @ 5.00% 565 EXIS G RA PRO G RA 36" CMP o O O C NO O L5 U + CD ti (0 a> LOU) 590 585 :1 575 APPROX. LOCATION OF 8" WATERLINE. EXISTING WATERLINE IS TO BE i80 RELOCATED WITH IVY ROAD 570 SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY LOCATION. 5751 1565 501 60.09' OF 12" HDPE @ 0.50% 5701 560 5651 1555 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 202UGDETENTION STR 302 - UG DETENTION STR 402 - UG DETENTION HORIZ _SHORIZ SCALE: "=50' HORIZ SCALE: I"=50' 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. 590 ►U 585 PROPOSED 6" CLASS 52 DIP WATERLINE _ 585 GRADE CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. 580 580 EX. GAS MAIN EXISTING 575 3.5 GRADE \ 575 \ I 570 570 565 565 m w w W Z Z 560 Q w w w 560 J J LL > 0 0 o iii ui > > c% z z z w w w w i- w m w m w m F_ 1- It C X 555 � - (0 �Lo 555 9+50 10+00 11+00 12+00 12+50 WATERLINE 'A' - SERVICE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 595 595 590 590 PROPOSED GRADE 585 585 6" CLASS 52 DIP WATERLINE EXISTING GRADE 580 580 3.5' MIN. 575 575 570 570 Z O Z U w � z m , z OU 565 0 565 w U) a < g 0- U) O U I— o w 560 w 560 9+50 10+00 11+00 WATERLINE 'B' - FDC SERVICE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 MGM ►U 585 585 PROPOSED GRADE EXISTING EX. GAS GRADE 580 MAIN 6" CLASS 52 580 DIP WATERLINE 575 � 575 3.5' . 1' MIN. ' 570 570 565 565 O Z 0 Q J m w z o 560 U) w 560 J >w w A w w O J Q O CO w 555 555 9+50 10+00 11+00 WATERLINE 'C' - FIRE SERVICE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 I.^L•TN EXIST. GRADE GRADE 0 m N O CM Ln I 0 M + c CO o��Z Lr) < wU)oz 580 570 0 r--: Lo rl- 9+50 10+00 11+00 9+50 10+00 11+00 11+50 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 ►U EX. GAS 585 MAIN- 585 PROPOSED GRADE W TER METER VAULT EXISTING G DE 580 580 3" TYPE K COPPER LINE 575 _ 575 MIN. 1' MIN. 570 I 570 565 565 O Z 0 J m � 560 a _ 560 O- w O Q 0 z 0 z 0 Z > w w w� z m m m < LU - w 555 w o CD o M rn i� xa 555 9+50 10+00 11+00 11+50 WATERLINE 'D' - DOMESTIC SERVICE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 10+13.41 2 TOP 579.98 1 STA 10+32.41 INV IN 567.54 (BLDG-2) TOP 579.45 INV OUT 567.44 (2-1) INV IN 573.40 (EX.3-1) INV IN 567.25 (2-1) INV OUT 566.66 (1-EX.1) PROPOSED BUILDING EXISTING GRADE PROPOSED GRADE 580 1 1-11 LOWER 580 STRUCTURE TOP OF EX. MANHOLE 575 TO 578.12 575 PROPOSED GARAGE 570 1 1 570 u 565 565 BLDG-2 13.41' OF 6" PVC @ 1.00% 560 2-1 560 19.00' OF 6" PVC @ 1.00% 555 555 9+50 10+00 11+00 11+50 SANITARY - BLDG TO MAIN HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 0 50 PROFILE SCALE 4. � ."' Woo 0 ' O CMGW Y. KOTARSKI Lie. No. 0402048507 4/21 /20� M E 0 rn o N ui N � > E w a5 E ~ U w � 0 LL o w O 10 Uffil o Z 'J'' o rn cn cn CD r\j a z z zLu z 2: 3:0 x J) 2: 2: < < w O O oa �� 0 u u � a ° 0 z z u, Ln > o N > O O M Q� a CO J CD UJ cri D 0 U 0 0 0 0 w N N 0 0 w w I—N N = Q -�-i U 0 O N Q N It z o 0 O cn DATE 1112512019 0 } DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI ® ® SCALE 1"=30' (D • z H� J �1 M� W UJI U U) I --I J U LL LL 0 (D J UI_ z J H� p QU w Q 0 Lu Q z w m J NN O 0 UJI (1) ui clJ UJI Q I..IJ JOB NO. 43567 SHEET NO. C7.0 -pa DO -0 Of O O P Z .0 o � C T � E o c o a. o O c: 0�2 O 3 z N cn 2 Q � x �(D ow 0 � o aL.. o .3 a� >� LN U NC O N U L 3 L PERMANENT VDOT RO UT/l /TY FA SFIVIFNT l + G iG -; EASEMENT TO REMAIN \\ ��+ \ + +j+ \ R/ !0& + 1+ \ + + +1 ' \ MHS ,+ + 1 \ \ sqy TOP=568.87 + - t + TEMP. EASEMENT FOR CONSTRUCTION I OF CURB AND SLOPES AND ENTRANCE + + + 1 � � � , \ �'� � � � \ P INV.4 "1N=565. 62 (W) + �VFilj INV.4 "1N=562.70 (W) SEE DB 5144 PG 303 I + + 1+ + + +1• � �" � \ \ \ � � \NT lNV.3"1N=564.45 SW EASEMENT TO EXPIRE UPON COUNTY '+ I 8„ \ sgN�POLE ( ) + COMLETION OF IVY ROAD SIDEWALK + lNV.6 /N=566.02 (S) 1 / \ \ 1� V.OUT8"IN=562.65 (E) IMPROVEMENTS CONSTRUCTION + + + IN TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (FUNERAL HOME) 20' ACSA WATERLINE EASEMENT — — — POLE — _ PP POLE PP r+ + S PO \ / _PP F5X \ �, sqN\ \ \ + + 1 / MHS /} + I l j \ \ TOP=566.26 + + l l� ` P sqN� INV.87N=559.81(W) + + \ / /� , -PPF1 \ \ sgw�8„`c INV.87N _560.30(S) g- + + I I l INV.OUT=559.96(E) ' 001- /F \\ \ + +I +/ I a m + + I Tr ')600 -00-0 Z Q + � + I WES /D HOPS- EST LC PER , DOPINIQN V Q 1 L)B 1 05 PG 670 EN RGY S Ico a + +� 42 AC ES FR M RE ORD D PLA �B 5 34 PG 766 _ 20' ROAD RW + /+ 224 IVY AD EA EMEN TO R MAIN L7R 248 PG 11 / O + + 1 .. I / ASEMENT TO ' Q + ABANDONE / ++I++ / \� 1 a� ++j+� ~ 1-1 �+ N + I+ + + + I + + + f + +I + + I+ + + + t + +++ ++ +++'++- ._ + +1 + + / + + + + 1++ + - + + ,N + + + eI _ ' + + + I+ + + 24' ' ! + ------------- + + + I � S MWATER ACCESS IF EASEMENT STORMWATER _ r FACILITY EASEMENT - I TMP 06000-00-00-03600 " 1U = _ 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 4 ZONE: COMMERCIAL OFFICE W � USE: COMMERCIAL (OFFICE) a j r I I ' C ' C ' I 1 1 URg - - — /PF BENT �- - — BENCHMARK — l SD INLET — — TOP=576.19 — lPF BENCHMARK INV.IN 12"RCP=573.79 INV.OUT 12"RCP=573.72 / TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONE.' R 1 RESIDENTIAL ZONE.- R 15 RESIDENTIAL USE USE: RESIDENTIAL (MUL TIFAMIL Y) : RESIDENTIAL (MULTIFAMILY) I 10' - TYP. / EWER ASEMENI DB 48 PG 624 TREE LINE MHS TOP=580.64 INV.47N= 578.24 INV.IN 2-2"PVC=577.79 1NV.87NPVC= 575.84 INV.OUT=575.76 ♦♦ti��♦ 1 �. •At ♦t ♦t Ct►♦�i♦♦♦♦�iVARIABLE ♦♦♦♦I�♦♦♦♦♦♦�t;�.♦♦♦�`��5.•♦♦♦♦♦♦�WIDTH ACCESS ♦�♦♦♦♦♦♦♦t4�0♦♦♦♦♦♦♦�t�♦O♦♦C♦ EASEMENT .t'�ti♦i♦i♦♦�i♦i♦i♦i♦i�i♦i♦i♦i♦i� TFOR 6♦ ♦♦♦♦♦♦♦.i♦♦♦♦♦� .,j♦♦.��♦♦♦♦��♦♦•�♦♦♦♦tom♦♦♦♦♦♦♦♦♦♦♦r� -, NICE DB 5134 �1♦♦♦1�♦♦♦♦t♦♦♦♦♦♦��♦♦♦♦�1�♦ ♦�♦PG 766 i♦♦♦♦7♦ti♦t `►♦♦♦j♦ j♦i�t♦♦♦tj♦♦♦j♦♦♦j♦� ♦1♦'EASEMENT TIMING ♦fit♦♦♦��♦t♦♦♦♦♦�♦♦♦�1♦♦t�� TO BE COORDINATEDWITH ♦�i♦♦ ♦�♦♦♦�i♦t i COUNTY ♦♦��.!�♦♦♦♦�♦1 ♦♦t �:♦♦♦7♦♦♦ IVA ►♦♦ i♦♦♦A♦♦♦♦ ♦♦��♦♦♦♦♦♦<f►�♦♦♦♦♦♦♦♦♦♦� 1♦t♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦♦� STONE ♦♦♦♦♦♦TMP ♦�1n♦♦♦♦♦♦♦♦♦♦♦♦♦fWALL 06000-00-00-03900 ♦ ♦♦♦♦♦♦♦♦♦♦� ## WEST END SHOPS-EASTLLC S1♦♦♦♦♦1��♦♦♦♦♦♦♦ ♦�♦�♦�♦�♦� •NE: HIGHWA Y COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD AM SHOPPING CENTER) ik VARIABLE WIDTH ACCESS �� ♦i♦i♦i♦i♦i♦i♦i♦i♦i♦ .................. (TMP •e • BENCHMARK LEGEND: ACCESS EASEMENT STORMWATER FACILITY EASEMENT STORMWATER ACCESS EASEMENT ACSA WATERLINE EASEMENT SCALE 1 "=20' 0 20' 40' .Line No. 040204850, 4/21/20 M E O C) OU N ui N c > E w E ~ Lu < W LL 0 LL o uw o o cl� uj M a J U cp W J — Ln a > o In U LY N z� }'r10 �x O J < oc cn = a N = U > a Ln �__Ln rn O N � M a� CO J LU � H 0 0 N N W O 0 N N Q -'T 1 0 0 N 0 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI z H� 0 I--1 M� W w U I L LL oz Z � J _ J > I uzZz I --I 0 W QU G LLI LLJ � `u^.i Q v , L Q m w J Q W mow/ cl U w Q MLu W JOB NO. 43567 SHEET NO. C8.0 �a DO -0 O� o� z O)o -02 o 2E T � E o �o O= O 3 z N O� �Q �X �x o w > 0 � o aY o .3 o c U)N U C ao U U L 3 �N 6 C J)° � o E� D_ U O � C O U O � _o O U �L C N V) �cm C U m o aw a) _0 V) _E L IA Il 1 1 INTERIOR PARKING LOT LANDSCAPE AREA SCALE: 1" = 40' PARKING LOT LANDSCAPING 2,109 SF (12) ILE WIN (14) ILE GLA SqN \ &G 1 :MAIN I (6) NYS SYL (4) CER FOR (3) GIN PRI TO EXPIRE UPON COUNTY J OF IVY ROAD SIDEWALK MENTS CONSTRUCTION (4) BET HER (9) ILE GLA (9) ACE BON 20' ACSA WATERLINE EASEMENT 1 1� SqN I) COR FLO � VARIABLE if WIDTH ACCESS EASEMENT (TMP 60-39) I - -_ VARIABLE WIDTH ACCESS EASEMENT (TMP 60-39) EASEMENT TIMING TO BE COORDINATED WITH COUNTY 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 co 00 a Q z SCALE 1 "=20' NOR 0 20' 40' TH O Gfr't, �&NK W. H� IC III z o. 141� 01 /31 /20 cA pE ARCS' M E O 0 M V N N C >E w 6E Za LL a L o w0 ror, Q W U o � J , w J — Ln M p N U W N x oa (/) = U >ko a c Lri 0 °1 LAN N � ■- M GL � 00 J O w 0 (D 0 0 w LH U Q z 0 0 z 0 _d U rn w a z O w w Q a DATE 1112512019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' V z 0 m w U 1�—q LL LL O Q z Z J (D � J � Q w U� �ZQ 0w� 0 woo � Q Lu °J° J Q Y w w oC U QC w Q w 00 JOB NO. 43567 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 10 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 LU .. - ) LU Ln CD uj • • • 7Ck -- s 4r4 MIMI _r' �_- 4•�� 'fit DATE 61 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI north elevation (D i • LL 0 Mimi No u LU Lu LU r u i+r r ■ .. 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0.3+0.4+0.5+0.6+0.9+1.1+1.4+1.8+2.0+2.2+2.2+2.1+1.9+1.7+1.6+1.61.7+2.0+2.3+2.6+2.9+3.0+3.0+2.8+2.5+2.1+1.7 1.3+1.0+0.7+0.6+0.4+0.3 0.2+0.2�.2�.1 �.0 0*b.0*b.0*b.0*b.0 .1 *b.1 t1 t1 t2 0.2+0.3+0.4+0.5+0.6+0.8+1.0+1.2+1.3+1A+1.4+1.4+1.3+1.3+1.2+1.2+1.3+1.5+1.71.9+2.1 +2.1 +2.1+2.0+1.8+1.5+1.31.0+0.8+0.6+0.5+0.4+0.3 0.2+0.2 .1 4b.0 .0*.0*b.0*b.0*b.0 .1 t1 *0.1 t1 *0.1 0.2+0.2+0.3+0.4+0.5+0.6+0.7+0.8+0.9+0.9+0.9+0.9+0.9+0.9+0.9+0.91.0+1.11.2+1.31.4+1.51.51.41.3+1.1 +0.9+0.8+0.6+0.5+0.4+0.3+ .2 .2 .1 ,,-CALCULATED LIGHTING LEVEL + + + + + + + + + + + + + + + + + + + + + + + + + 1 POINT AT 1.0 LLF (TYP, UON) t0 .0 t0*b. *b.0 11 1t 1 .1 .1 .2 .2 6 0.7 0.7 0.7 0.7 0.7 0.7 0.8 0.8 0.9 1.0 1.0 1.0 1.0 1.0 0.9 0.8 0.7 0.6 0.5 0.4 0.3 0.3 .2 J.2 1 >%.0toto*�b.0.0.0.0 '01 '0.1 '0. ��:3�.3�.4�.4��.4��.5�.5 .5 .5 .5 + + ++0.7+0.7+0.6+0.6+0.5+0.4+0.4+0.3+0.3+0.2 .21.1 .1 >%.1 t1 *b.1 t1 *b.1 t1.2.2.2�.3 0.3 0� 4.5.5.5.5.5.5.5 .5 .4 .4 .3 + .1 .1 .1 PROPERTY LINE (TYP, U.2 *b.1 *0.1 .1 .1 *0.3 *b.3 t.3 t.3 t.3 t.3 t.2 t.2 t.2 �'%.2 .2 .1 .1 .1 .1 *0.1 1" = 20'-0" LIGHTING LEVEL CALCULATION SUMMARY AREA SYMBOL UNITS AVG MAX MIN AVGIMIN LLF PARKING LOT + fc 2.6 13.4 0.1 26:1 1.0 NON -PARKING AREA + fc - 19.4 0.0 N/A 1.0 '1b.1 '%.1 "'0.1 "ll.1 '1b.1 PS4-11-20D2 Square steel poles drilled for 2 Area Lights at 180°. 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 Listings Weight: CSA Listed: 137 Ibs Suitable for wet locations Gauge: Construction 11 Shaft: Wall Thickness: 46,000 p.s.i. minimum yield. 1/8" Hand Holes: Shaft Size: Reinforced with grounding lug and removable cover 4" Base Plates: Slotted base plates 36,000 p.s.i. Shipping Protection: All poles are shipped in individual corrugated cartons to prevent finish damage Color: Bronze powder coating Height: 20 FT Hand Hole Dimensions: 3" x 5" Bolt Circle: 8 1/2" Base Dimension: 8„ Project: Beaver Creek Prepared By: AJR Type: �S1, S2 Date: 1 /27/2020 Anchor Bolt: Galvanized anchor bolts and galvanized hardware and anchor bolt template. All bolts have a 3" hook. Anchor Bolt Templates: WARNING Template must be printed on 11" x 17" sheet for actual size. CHECK SCALE BEFORE USING. Templates shipped with anchor bolts and available online. Pre -Shipped Anchor Bolts: Bolts can be pre -shipped upon request for additional freight charge Max EPA's/Max Weights: 70MPH 10.7 ft./360 lb. 80MPH 7.0 ft./350 lb. 90MPH 4.3 ft./350 lb. 100MPH 2.5 ft./350 Ib. 11OMPH 1.1 ft./350 Ib. 120MPH 0.1 ft./3401b Other 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 GRADE. FIXTURE MOUNTED AT 32'-0"ABOVE FINISHED GRADE. [1]FIXTURE MOUNTED AT 24'-0" ABOVE FINISHED GRADE. ABBREVIATIONS 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 NEERING. COM (GRAPHIC SCALE: I 1" = 20'-0" �6� 70 J (ES E. BARKLEY, JR. Lie. No. 043854 10'- / 2512019 w� �S`�IONAL 5 � OM E N Q N C c > E w °J {_- W > U v � Q U. o w L w O Ia 1 C W M J U co w_J-� ry d O N C7 W N N � O X LL of Q � I (n = N = U > Ln Q c L6 rn O N >� M d d- 00 _J kDH #19110 z O Ln H w w Ln w 00 p U U z O z z 00 w U U 17GrNI" 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE 1 ,o, '_J z 0 J H4 D W LU z U J LL J LL W O~w Q z � J Q z H� O Q U WCY- w J J Q w 0 LU _J J a Q J W U J LU Q 0� U U JOB NO. 43567 SHEET NO. SE1.0 L IVAT4-100LPA740ZU NNW Project: Beaver Creek Prepared By: AJ R Driver Info Type Constant Current 120V 0.83A 208V 0.48A Low profile, low glare. Edge -lit technology unlike any other. 240V 0.42A Color: Bronze Weight: 15.0 Ibs 277V 0.36A Input Watts 94.60W Efficiency 99% Technical Specifications IVAT4-100LPA740ZU Technical Specifications (continued) Type: [Si Optical THD: BUG Rating: 4.3% at 120V, 8.4% at 277V B3 UO G3 Power Factor: Date: 1 /27/2020 Electrical 99.8% at 120V, 96.7% at 277V Driver: Class 2, 50/6OHz, 120-277V, 4kV standard, 10kV optional LED Info Watts 94.00W Dimensions Color Temp 4000K (Neutral) Color Accuracy 72 CRI L70 Lifespan 100,000 Lumens 10,832 Efficacy 114.5 LPW 25" 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 Project: Type: Beaver Creek [2 Prepared By: Date: AJ R 1 /272020 Driver Info Type Constant Current 120V 0.83A 208V 0.48A Low profile, low glare. Edge -lit technology unlike any other. 240V 0.42A Color: Bronze Weight: 15.0 Ibs 277V 0.36A Input Watts 96.20W Efficiency 98% Technical Specifications Page 1 of 2 LED Info Watts 94.00W Color Temp 4000K (Neutral) Color Accuracy 73 CRI L70 Lifespan 100,000 Lumens 9,939 Efficacy 103.3 LPW 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 15" 381mm 9. 229mm 3- 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 T2 = Type II 45L = 4,500 PA = Universal 750 = 70CRI Z = Bronze U = 120-277V 0-1 OV 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• 15" 381mm 9. 229mmJ 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 0-10V 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, MS = 8ft lens /LC = T5S = Type V lumens (67W) mount 4000K Roadway 0-10V Dimming Wattstopper Lightcloud@ Square IOOL = 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 '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 COLLABORATI VE MECHANICAL ELECTRICAL ENGINEERS WWW. PACE-ENGI NEERI NG. COM ,PQ�- �NLTH opt O JA ES E. BA , JR. v Lie. No. 043854 S '- 111251209 w� SSIONAL t4;Z M E 0 0 M U N N � > E E _ > H w Q u_ o U. L Ld0�,� Q J U 00 < 0- J — Lr1 N 01 rn W r4 N a2 �O �x �oJC�< r0Q =� (n = N =U >Ln I-- Q C 01 4, N M a qj- 40 J l0 I— Ln Z 0 #19110 z O cn Lr) f— w W � 2: 2: Qw O O Z O z z W O O Of 1117_rr:. 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE N/A Mn z 0 J W UJ U U. L. paw Z ~ J_ ~ 1 U LU Q 1� O W 0 W LU J a W X m Ir 1.� ' Q UJ UJ U W Q W m JOB NO. 43567 SHEET NO. SE5.0 0 U 0 0 m 3 0 0 O o_ C o. C c as 0 0 0 3 0 0 s a C a3 !Z C `0 A 0 3 c �a a0 o CL oZ 00 22 0g c E 0 -0 c c a1 Co c a. U O= 0 3 Z Z m O 2 Q X H a1 0 5 r 0 0 aZ 0 3 n 0 m �m m 0 0 axi o O U 0 L WPLED18N Project: Type: Beaver Cre IS3 Prepared By: Date: Andrew Rowe I4/14/2020 Driver Info LED Info Type Constant Current Watts 18W 120V 0.17A Color Temp 4000K (Neutral) 208V 0.11A Color Accuracy 71 CRI Ultra -high efficiency LED 18 Watt wall pack. patent -pending thermal management 240V 0.09A L70 Lifespan 100,000 system. 100,000 hour L70 lifespan. 5-year, no -compromise warranty. 277V 0.08A Lumens 2,659 Color: Bronze Weight: 7.5 Ibs Input Watts 20.50W Efficacy 129.7 LPW Technical Specifications Listings UL Listed: Suitable for wet locations. Suitable for mounting within 1.2m (4ft) of the ground. DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. DLC Product Code: P00001769 IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. LED Characteristics Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations LED: Multi -chip, high -output, long -life LED Color Consistency: 3-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5- year period Color Uniformity: RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017. Construction Maximum Ambient Temperature: Suitable for use in 40°C (104°F) Cold Weather Starting: Minimum starting temperature is -40°C (-40°F) Thermal Management: Superior heat sinking with external Air -Flow fins Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color Reflector: Semi-specular, vacuum-metalized polycarbonate Gaskets: High -temperature silicone gaskets Housing: Die-cast aluminum housing, lens frame and mounting arm Mounting: Heavy-duty mounting arm with "O" ring seal & stainless steel screws Green Technology: Mercury and UV free. RoHS-compliant components. Other Patents: The design of WPLED18 is protected by US patent D608,040, Canada patent 138280, and China patent CN301649064S Warranty: RAB warrants that our LED products will be free from defects in materials and workmanship for a period of five (5) years from the date of delivery to the end user, including coverage of light output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rablighting.com/warranty_ Replacement: Replaces 15OW Metal Halide 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: Type: Beaver Creek S4 Prepared By: Date: AJ R 1 /27/2020 Page 1 of 2 Driver Info LED Info 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 (-40°F) Multi -chip 1OW high output long life LED Driver DLC Listed: Maximum Ambient Temperature: Constant Current, Class II, 120V-240V, 50/60/ Hz, 35OmA 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 WPLED18N Technical Specifications (continued) Other Electrical Buy American Act Compliance: Driver: RAB values USA manufacturing! Upon request, Constant Current, Class 2, 100-277V, 50/60 Hz, RAB may be able to manufacture this product to 4 W surge protection, 500mA, 100-240VAC: be compliant with the Buy American Act (BAA). 0.3-0.15A, 277VAC: 0.15A, Power Factor: 99% Please contact customer service to request a THD: quote for the product to be made BAA compliant. Optical 9.77% at 120V, 18.41 % at 277V BUG Rating: B1 UO GO Dimensions Surface Mount Configuration lfinerl f =_.. 01%,y �4 A Ifm651 115.1511t . I Y I1 1152311I '�µt4r11F4111' 3A i1191 � a i145f�3n - � r _ IR14 w5ul `^'1Vint Juntion Box Mount Configuration psrL r 10,L 4' ° 3` Wni Ifm651 ... o r196./51-�If16401� l P501 I%WI Q�OUI _ R41.ip Ordering Matrix Family Wattage Color Temp Finish WPLED 18 N 18 = 18W Blank = 5000K (Cool) Blank = Bronze N = 4000K (Neutral) W = White Y = 3000K (Warm) Power Factor: 99.2% at 120V. 91.5% at 277V Features Ultra -high efficiency LED 18 Watt wall pack Replaces 150W Metal Halide Wall packs 100,00-Hour LED Lifespan 5-Year, No -Compromise Warranty Emergency Battery Backup Blank = No Battery Backup /E = Standard Battery Backup /EC = Battery Backup with Cold Start Options Blank = No Option /PCs = 120V Swivel Photocell /PC = 120V Button Photocell /PC2 = 277V Button Photocell 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: B1 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 28 [so 101t l Juntion Box Mount 3 + [121.76] Configuration z-'s^ 28^ 28 [53.67] [53.67] [60.701 it. [29.53] I -+ + f 21• 5° J [63.50] [127.00] Other Options Blank = Standard USA = BAA Compliant 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 n , S5 ARG--1 STI LO WALL FLAT Wall Mount LED Fixture Concept: Wall mounted LED fixture. Materials: Anodized extruded aluminum body and powder coated in Ferrite Grey finish die-cast aluminum optical unit and terminal. Consult factory for marine grade cataphoresis painting treatment to be used from II ocean shoreline to 1/2 mile inland. Fixtures located in marine environments are not to be in direct contact with salt for extended periods of time or used with corrosive agents. Optic: High luminous efficiency pure aluminum reflector. Ultra flat sand blasted methacrylate protective screen. Mono emission and Biemission versions. Mounting: Unit installs directly on wall, comes with a 316 grade stainless steel bracket. The body can be adjusted from +/-4° up to +/-8° vertically and +/-4° horizontaly. The fixture can be moved up to 15mm from the • • • mounting surface by sliding the bracket along the mounting guide. Installation: Surface mounted over recessed J-box, max 4"x4". Finish: Ferrite Grey Driver: IP67 integrated electronic power supply. Driver box fitted with IP67 -- watertight connectors and driver. Delivered Lumens: Monoemission Control: Ov-10v dimming available. Biemission can be connected to one or Wattage 30000K 40000K a two dimmingcircuits. = 24W 2108Lm 21781m T24 a c L us O Color Temperature: 27000K / 30000K / 35000K / 40000K Asymmetric = 37W 28921m 29881m Ma^^e Wattage: Monoemission 24W & 37W (A2, A3, E2, E3),15W (R), 11W (S1) = 24W 2315Lm 23911m Biemission 48W (AA, EA, EE), 27W (FF), 20W (SS) Elliptical = 37W 3175Lm 32801m CRI: Ra84 (2700K, 3000K, 4000K) / Ra90 (3500K) Effect = 15W 291Lm 312Lm Lumen Maintenance (L70): 50,000hrs Narrow Spot = 11W 5431m 5821m Calculation for LED fixtures are based on measurements that comply with IES LM-80. Biemission Voltage:120-277V AC 50/6OHz Wattage 30000K 40000K IK Rating: IK09 Asymmetric / Asymmetric = 48W 42161m 43551m IP Rating: IP66 Elliptical/ Asymmetric = 48W 49231m 4568Lm Certifications: cULus Wet Listed E488257 Elliptical / Elliptical = 48W 46291-m 47821m Tested in accordance with LM-79 08 Effect / Effect = 27W 5841m 6251-m "Title 24 commercial installation compliant. Narrow Spot / Narrow Spot = 20W 10871m 11651-m B Consult factory for marine grade cataphoresis treatment. Warranty: 5 year limited warranty PRODUCT CODE DRIVER TYPE MOUNTING FINISH EMISSION OPTICS COLORTEMP FT - STILO ND - Non -Dimmable W - Wall FL- Flat FE- Ferrite Grey M - Monoemission -STIL0 2- Asymmetric 24W 61" x 86' 27- 2700K 10 - 0-10V Dimming A3 - Asymmetric 37W 61° x 86° 30- 3000K E2 - Elliptical 24W 42' x 79' 35- 3500K E3 - Elliptical 37W 42° x 79° 40- 4000K F7 - Effect 15W 68° x 95' (Effect Optical Accessory Required, see page 2) 51 - Narrow Spot 11W 9° B - Biemission AA- Asymmetric/Asymmetric 48W61°x86°+61°x86" EA- Ell iptical/Asym metric 48W 42°x79°+61°x86° EE- Elliptical/El liptical 48W 42°x79°+42°x79° Effect/Effect 27W 68°x95° + 68°x95° FF - (Effect Optical Accessory Required, see page 2) SS- Narrow SooUNarrow Spot 20W 9° + 9° 7.24"-3.15"- Views—4.73"- 4.73" I� 11.10" 5.9" Backplate 415" Targetti USA - A Targetti Group Company - 750-A W.17th St. Costa Mesa, CA 92627 - Phone (714) 513-1991 - Email: targettiusacmargetti.com - www.Targetti.us - 03.16.20 - Page 1 of 5 COLLABORATIVE MECHANICAL ELECTRICAL ENGINEERS WWW. PACE-ENGI NEERI NG. COM ALTH op �j� oho ? J� E. BARKL , JR. �;_ Lie. No. 043854 t-'� / 2512019 A� ' 1 SSjONAL Cs M E C:) M o N to N C > E w Q1 E ~ U v Q � o C) L L LU O m Lu J U 00 LUJ — Ln H 0- > CD N (7 W N ILI 73 X (W u- =U > LLnn H Q c � O N U) L M a � CO JLU a O Z 0 ►7 #19110 z O to to � H H d W W 2: Z LU 0 Z } 0 Z Z O O w U U CK O O N N LU O O N N Q r-1 O O DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE N/A OF z 0 J W UJ U 'U. H O Z 17) JCIO, F-d Q UZ >" W o III 0 W W LU J Q � LU X m 1 Q UJ LU U DC w Q w m JOB NO. 43567 SHEET NO. SE5.1 0 c Q ai U N 0 to to -c 3 m 0 0 a CL 01 c m 0 a 0 a 0 c �v s rn c to to Q c 0 N 0 - 3 c as o Z) �O �f)� o O 2z a0 w2 0 c :E T � E a 0 c m m n i a0 O c 0 3 z N O E 2 CL g x a) l a) o w r 0 m 0 C "= CL c y m 0 C) .o O U � 0 f0 0 _N U c o 0 E ` a n c U to -00 m aai 0 m � o E o U a a: ca C C O U @ O Qw to L E F- L