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Home My WebLink AboutSDP201900072 Plan - Revision 2020-07-31U BEAVER CREEK -MEDICAL OFFICE BUILDING NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 06000-00-00-03800 2246-2248 IVY ROAD LLC 2246-2248 IVY ROAD CHARLOTTESVILLE, VA22903 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 FINAL SITE PLAN (SDP201900072) REF: INITIAL SITE PLAN SDP201900051 COUNTY OF ALBEMARLE, VIRGINIA DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE WATERSHED: MOORES CREEK - NOT A WATER SUPPLY WATERSHED SETBACKS: FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW; 30 FT (MAXIMUM) FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE: 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 EXCEPTIONS TO THE REAR PARKING SETBACK, PURSUANT TO 4.20(a), AND THE USE BUFFER, PURSUANT TO 21.7(c), FOR THIS DEVELOPMENT WERE APPROVED BY THE BOARD OF SUPERVISORS ON APRIL 15, 2020 WITH THE FOLLOWING CONDITIONS: 1. THE BUFFER DISTURBANCE WITHIN 20 FEET, AS MEASURED FROM THE REAR PROPERTY LINE, IS ALLOWED ONLY FOR SCREENING, LANDSCAPING, AND PARKING. NO DUMPSTER OR DUMPSTER PAD MAY BE LOCATED CLOSER THAN 20 FEET FROM THE REAR PROPERTY LINE. 2. ALL SCREENING, PARKING LOT LANDSCAPING, AND LANDSCAPING ISLANDS SHALL MEET ARCHITECTURAL REVIEW BOARD REQUIREMENTS. 3. SURFACE PARKING SHALL BE NO CLOSER THAN 5 FEET FROM THE REAR PROPERTY LINE, AS SHOWN ON THE EXHIBIT TITLED "BEAVER CREEK - MEDICAL OFFICE BUILDING - SPECIAL EXCEPTION: SITE LAYOUT WITH SPECIAL EXCEPTION REQUEST' AND DATED DECEMBER 19, 2019. STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY. WHICHEVER IS LESS PRESENT USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) PROPOSED USE: ±26,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 107 SPACES PROPOSED PARKING: 107 SPACES ADA PARKING REQUIRED: 5 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 5 SPACES MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED DISTURBED AREA: 1.51 ACRES EXISTING IMPERVIOUS AREA: 1.03 ACRES PROPOSED IMPERVIOUS AREA: 1.24 ACRES AREA OF PAVED PARKING/CIRCULATION: 0.93 ACRES PROPOSED OPEN SPACE: 0 ACRES PROPOSED RECREATION AREA: 0 ACRES TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 26,600 UNITS: SF (GFA) WFFKDAY 11/25/2019 UNIVERSITY MADISON VILLAGE PARK CONDOS CONDOS C, r'a HUNTINGTON VILLAGE 3072 xso �YY R� The Ivy Inn Q John Paul Jones © Shenandoah Joe Ivy SITE LOCATION St. Anne s-Belfield POPLAR GLEN School 0 O zso e" s g' Pad LEWIS MOUNTAIN 4 '- qv - s ®St Thomas Aquinas Church VICINITY MAP 111=10001 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 MR M@PWN@ 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 SE1.0 CALCULATED LIGHTING LEVEL PLAN SE5.0 FIXTURE DETAILS SE5.1 FIXTURE DETAILS TOTAL = 18 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 U CikAYGdr. J. KOTARSKI Lie. No.0402048507 k7/5I/20 < S�V OJNA, Z O U0 H � a Z � cw L wO 0 U Z O Z U0 7) O W U O o N N w o 0 N N 0 7 � 0 O N DATE 11/25/2019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z 1— 4 Q H4 D co U F� LL LL 0a z_ J C7 cif 17- w Q> UAW 1- 4 0 C)U W LU w J aO > m U a W W U W Q LLJ co L ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 JOB NO. 43567 SHEET NO. CO.O JI 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 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 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 50150 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 90LBS11000SF, 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). LEGEND ROADS SEWER TRAFFIC STOP BAR ® EXISTING SANITARY SEWER � STORM PIPE &STRUCTURE NO. �® DROP INLET & STRUCTURE NO. WATER CURB 0 CURB & GUTTER EXISTING WATER LINE DRY CURB & GUTTER 8' W PROPOSED WATER LINE PROPOSED PAVEMENT 0 80 W PROPOSED VALVE PAVED DITCH ITI- e. W PROPOSED TAPPING SLEEVE - - JUTE MESH DITCH PROPOSED FIRE HYDRANT (COMPLETE) - -� CENTERLINE OF DITCH GRADING BENCH MARK TC = TOP OF CURB . _. CLEARING LIMITS BC = BACK OF CURB EP = EDGE OF PAVEMENT T R-1 VDOT STANDARD STOP SIGN TW = TOP OF WALL BIN = BOTTOM OF WALL - - 200 - -- EXISTING CONTOUR TS = TOP OF STAIRS BS = BOTTOM OF STAIRS 200 PROPOSED CONTOUR N/A = NOT APPLICABLE TO THIS PROJECT + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 0 PARKING COUNT Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 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 Activities 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 inletloutict structures; tree growth on dam or embankment: the presence of burrowing animals; standing water where there should be SCmi ann11,11k none: vigor and density of the grass turf on the basin side slopes and floor. differential settlement: cracking. leakage: and slope stabilith • 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 gates, 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 gates, valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced significantly. As Needed a U CRAIG W. J. KOTARSKI Lie. No. 0402048507 6- 7/51/20 ,< M E 0 N OV N y o > E w E LU H w i 3 aLL O a o d O L M G lu W J -'j p� O N U W N z k v v �x �tr< �¢ �v n U N = U > M Lri cM rn O N � M a� OD J Ui 0 O x M 0 x H O W W Z O Ln 0 O Z O F a Z � w U o U Z r O z =O > U w DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z HI 0 J LU I__1 LL L O Q Z J_ J (7 > Q I- Q Lu UZo Z o Q LU Q w w w co i W LU cl. U/ cl. LU Q LU m L JOB NO. 43567 SHEET NO. C1.0 O 0 CG-9D WIDTHOFF ENTI RANGE I A STEEL CAP R y4 CONTROL JOINT SPACED NON -SLIP BROOM FINISH i � a 43 A RA0/U WIDTH OF ENTRANCE o, - - -_, _ s FA'O AC LIMITS ESS ROUTEESTRIAN ® - - - _ ® LIMITS Oq M ° D EXPANSION JOINT ROUTEESTRIAN AT WIDTH OF WALK .� • '`)� • VARIABLE WIDTH' /i o' NON -TRAVERSABLE : (M'pAk UNPAVED SPACE UNPAVED SPACE PD s '-s i p EXPANSION JOINT AT MAX OF 30', WITH oI,' MAX. CROSS SLOPE Z Io ' a 1 rofw,YkA 6" DIA. STEEL PIPE §- PREMOLDED EXPANSION FILLER CTtAYGW J.K. OTARS4C1 a _ o //\//�� _/�\�///// SIDEWALK OR SIDEWALK SPACE C w WIDTH OF ENTI RAMC �I CURB INCLUDED IN w FILLED WITH - N0. O4OZO4'SSO% s EXPANSION JOINT ENTRANCE GUTTER V y POWDER COATED 9 \ \ �I+1Q "d '-'�/5I/2O _ _ _ w vl w C o ® - - - - : - 3.5' ;(COLOR TO BE SELECTED BY % \ \ l* o � C5 LI I RI ! LIMITS OF PEDESTRIAN i CESS ROUTE NON -TRAY RSABLE - CCE55 ROUTE ow OWNER) �� wI i a w L CONC. WALK 4" 3,000 PSI AIR -ENTRAINED CONCRETE ! PEDESTRIAN ACCESS ROUTE DETAILS WITH & FLOW LINE $ WITHOUT UPAVED SPACE PAVEMENT PATCH COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS x ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE j�7 EXTEND BEYOND EXISTING 1'"3" DESIRABLE MINIMUM 16' 15 OR PROPOSED VDOT RIGHT -OF WAY.t. • DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS M E o 0 m u N •, '. ': .- �'' a0. ".% }' ' e ` •`� ! - - - _ - - ,. _ ... o EXPANSION JOINT ABSOLUTE MINIMUM 12• Mtn • ii • , , _- _ _ NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN N ¢ EDGE OF PAVEMENT-,-',c. � •• > E E ® PEDEUNOBSTRIAN ACCESSSTAROUTESE, OVSLIPARESISTMIOUS .� :. ; , : - ACCORDANCE WITH VDOT STANDARDS. •_ ai E FIRM c. PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A . ' °•. '4 FACILITY THAT CAN BE APPROACHED, ENTERED AND • �. • e. •• o. HALF PLAN USED BY PEDESTRIANS. . o . e . o e . o RE IF PEDESTRIAN ACCESS ROUTES iltl ARE BEING 3.6' .. • " ."• a :_ 2'-O"DIAMETER •� 3,000 PSI AIR -ENTRAINED -a 2 � i Lu ~ i 3 Q 3 p U. o \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ /, \ \ \ \ \�\�\�\�\�\�\�\�\� \�\�/\�\�/\�\ PROVIDED, A MINIMUM 4'TRAVERS LE WIDTH IS M _J'� __ CONC. FOOTING COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK PAVEMENT SECTION w ,= M (ifW` `" REQUIRED WITH A MAX. 2Z CROSS SLOPE. SECTION • 's� ¢ J U 00 Z WHEN USED IN CONJUNCTION WITH STANDARD 2" MINIMUM CONCRETE No Scale w " - I^ > % O N O H (n F F CG-3 OR CG-7, THE CURB FACE ON THIS y-0 STANDARD IS TO BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. BELOW STEEL PIPE CONCRETE SIDEWALK JOINT DETAIL per, ry C7 W a Z W Z W U. No Scale UNPAVED SIDEWALK SPACE PARABOLIC EXPANSION JOINT WITH z k y v E cu:vE a. PREMOLDED EXPANSION ¢ E BOLLARD DETAIL NORMAL GUTTER zx �. ® ®---- - FILLER, "ZIP STRIP" OR o a ? LuUrI p OV '°• •°' s•` =oe.oe. RESERV® RESERVED SEAL WITH _ c� �u a,� z 0 No Scale •d. •�. _•_ _• '%bOXITO tOXCHPNGE a 4e e e e PARKING PARKING SILICONE 1 /4" SEALANT = > ~ z as = • . e . o . ; e • o = .eae;ea:�e4e '�4pe' I SECTION C-C NON SLIP BROOM FINISH c I^ 0 o, U71 � O O 6" AGGREGATE BASE CLASS a3 (H.E.s.) conic. TYPE ISIZE 21B I. 20 CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR WWF6x6 W2.9xW2.9 2„ u ly V V 5-o 5'-0" ® POINT OF GRADE CHANGE IMBEDDED 24" IN GROUND 12% MAX. SLOPE FOR CURB AND GUTTER ONLY 1I • n. . p, , c x x 12 X MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS FOR SIDEWALK CURB AND GUTTER ' �• ' °' ' �• x x x 3 X. MAXIMUM DECREASE IN SLOPE FOR FIRST 10' INTERVAL AND HANDICAP SIGN LOCATION (VAN) HANDICAP SIGN - ; _ T 10" 3,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE m o w 1p � BUILT CONCURRENTLY 8 X MAXIMUM DECREASE FOR SUCCEEDING MINIMUM iD' INTERVALS LOCATION (TYP.) PENALTY PENALTY SECTION A -A IM $500RE EDO MORE ui SECTIONeD-D � � � � � � 6"TYPE 21A STONE COVER =o 0 0 o TOW AWAY ZOPE TOW AWAY ZONE EDP,/ EDGE OF PAVEMENT /\/��\. //j�\j\'� COMPACTED SUBGRADE (CBR 11.2) o XVD❑T ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE VAN SHEET 1 OF 1 REVISION DATE 502 PAINTED 18' 16' PER 2% MAX. 6' ABOVE ACCESSIBLE 6' ABOVE 0 F 203.03 0 0 0 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT 4" FINISHED FINISHED p cc-2 4 SPEC. PAINTED GRADE GRADE > 0 0 0 STRIPE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w \ \ ry (TYPICAL) 9, SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR ¢ O 0 \ m NOTES: I 8 5 8 11 5 �� PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING z 1714000 HEAVY DUTY CONCRETE SECTION 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. TYPICAL VAN SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ACCESSIBLE ACCESSIBLE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL (A DAB No Scale 4000 PSI IF PRECAST. IIIII��4" ��III 2" R HANDICAP SPACES REGULAR SPACE BE PLACED ON STEEL POST 1-1/2" 0 PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 11/25/2�I9 3. CURB HAVING A RADIUS OF 300 FEET OR LESS I I OF CURB) WILL BE PAID FOR AS I I 7 O DRAWN BY �IANLG OFF -7/777777A 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH :' 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 o.• ! n.• 3" (21" DEPTH) IN ORDER THAT THE BOTTOM BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. COURSE - SM-9.5A K. MELLON TYPICAL PARKING SPACE DETAILS OF CURB WILL COINCIDE WITH THE TOP OF A = ° COURSE OF THE PAVEMENT SUBSTRUCTURE. D.' ! D.• ! ! ! 2.0" INTERMEDIATE BASE COURSE - BM25.0 OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. v NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o DESIGNED BY No Scale PARKING SIGNS FOR THE DISABLED p•�lp�!p g SURFACE K. MELLON CG-2 IS TO BE USED ON ROADWAYS MEETING �•, �•. 5' THE REQUIREMENTS FOR CG-6 AS SHOWN IN W A.� • p•. ! n No Scale 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE • CHECKED BY APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, Vf IN THE SECTION ON GS URBAN STANDARDS. .;A, • 0 • 0 0 0 0 0 • o. •o.' BASE EXISTING PAVEMENT PROPOSED PAVEMENT / / / / / / / /�/�/�/�/�/�/�/� C. KOTARSKI SIGN/\�/\�/\�/\�/\�/\�/\�/\� • SCALE > a SAWCUT THROUGH a MATCH EX. CROSS STD. U POST COMPACTED SUBGRADE • U EX. SURFACE SLOPE UNLESS OTHERWISE GALVANIZED N/A 2" RADIUS SUBBASE COURSE SPECIFIED ON PLANS W : &REMOVE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Vie. B" PAVEMENT PROPOSED 2' MIN. SURFACE 2°± HEAVY DUTY ASPHALT PAVEMENT SECTION D.�!G. SURFACE COURSE v s;A' a :A; m ,�! p ,� c,� • n. fin• ,;e '.;e• , BASE EXISTING PAVEMENT 6' am No Scale •:!�;; �_;!�• POST TO BE 0 %°' %A . %A- . ; DRIVEN • suBBASE MILL EX. 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A B" SURFACE COURSE SAWCUT EX. BASE COURSE o o ~� 1z" EDGE OF PAVEMENT AGGR. BASE 1JJTlTJ1J� 8" TYPE 21 B AGGREGATE BASE COURSE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT ��/�\/�\/��//� COMPACTED SUBGRADE I I I I I I- /A/�/�/ /�/�/�/�/ lI 0 �ui V SPECIFICATION REFERENCE �`XV STANDARD V I I CURB ROAD AND BRIDGE STANDARDS EMENDDENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LL PAVEMENT REPLACEMENT JOINT DETAIL SIGN AND POST DETAIL REVISION DATE SHEET 1 OF 1 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION LL N 201.01 No Scale No Scale Q z J DG-6 WP.2 LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale NOTES: J 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 1 , ' LJJ 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. Q 3. COMBINATION CURB A. GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) 12 x EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) 7-1/2" 6' LENGTH Z u 0 SHALL BE PAID FOR AS RADIAL COMBINATION cORe 8.S GUTTER. TACK COAT THE PROPOSED 0.5' FROM EP Q U Z 4. FOR USE WITH STABILIZED E CURB It G DRAINAGE LAYER, THE BOTTOM OF THE CURB d GUTTER TO D THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF OF S BE CONSTRUCTED D TO THE CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS ______________ 5" .. ;. W J THE PAVEMENT. - Qco 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 EXISTING SUBBASE PROPOSED SUBBASE NOANCHOR WITH 5/8' REBAR o o C � Lu jJ IS BASED ON ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF 2" R THE ROAD MANUAL SECTION - --------------------- IMBEDDED 24" IN GROUND; G LO DESIGN W THE ON GS URBAN STANDARDS. COMPACTED SUBGRADE 2 PER WHEEL STOP o 0 0 0 0 ' Q O CONSTRUCTION JOINT DETAIL Z PARKING •D ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS f��//i/\ e ® PROPOSED MINIMUM 1 % INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) w x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) LOADING PRECAST CONCRETE WHEEL STOP � No Scale D n D D D D D D o D D D NOTES= 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND REAPPROVED BY THE ENGINEER. ZONE ( � �•J THE BOTTOM OF THE CURB AND 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR IS MAINTAINED. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/y INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. I..LI 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. R7-6ui S. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS No Parking Loading Zone - - a 6 _ AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. n - e e - - EP 5' JOB NO. 43567 SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER `VD❑T XVD❑T SPECIFICATION ASPHALT V WIDENING REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS MUTCD R7-6 SIGN DETAIL CURB TRANSITION DETAIL SHEET N0. 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 FL 0 m Eu4 L D E T < FENCE BOARD POST RAIL fltCONCRETE FOOTING 3,000 PSI @ 28 DAYS 4" VDOT i157 STONE 18" DIA. NOTES- -ALL LUMBER TO BE PRESSURE TREATED, SOUTHERN YELLOW PINE. -ALL FASTENERS TO BE GALVANIZED. OPAQUE SCREENING FENCE DETAIL No Scale SHAPE T( OUR FPIPE 2"X6" RAIL 6'k6" POST Q60-1C.f 1 "x6" FENCE BOARD - DOG EARED IVERT SECTION A -A OF OUTLET PIPE METHOD OF TREATMENT IN DROP INLETS A/ CHIT(/ rn/A ✓/' SHAPING OF MANHOLE MID INLET INVERTS N ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE 6 ABOVE INVERT OF \ SLOPE TO DRAIN TO INVERT OF STRUCTURE. OUTLET PIPE MHOLERD TO BE FORMED AND CONSTRUCTED MANHOLE DROP INLET CONSTRUCTED I ACCORDANCE I DRAWING. WITH APPLICABLE STANDARD OR SPECIAL THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A n PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS C%EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE v J' UP TO 4" N DIAMETER AND CONSIST OF STONE, BROKEN BRICK, • •y BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHNl BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE II ' 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 XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 108.08 7 VIRGINA DEPARTMENT OF TRANSPORTATION SIZING WATER SERVICE LINES AND METERS Water Customer Data Sheet Customer: Beaver Creek MOB Phone: Building Address: 2246, 22481yy Road Map/Lot: Type of Occupancy: Medical Office Building IApam"mt Hnul,Shoppina Cmtn,"tc.l Fixture Fixture Value Number of Total ew W raf rimures VYNe 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.E Lavatory 1.5 x 10 = 15.0 Showerhead(shower Only) 2.5 x = Service Sink 4 x 2 = 8.0 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.E 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 Demandfrom Fig. 4-2or4-3 90.0 Press. Factor from Table 4-1 1.09 n Customer Peak Demand From (Fig. 4-2 or 4-3) x (Press. Factor from Table 4-1) = 98.1 gpm 3 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 gpm " 100 ft2 area =1 section ** Spray Systems - Use 1.16; Rotary Systems - Use 0.40 Figurl Water customer data sheet Adaptedfrom AWWA Manual M22 40 MIN. Bo (� 36' -) �e ler MIN M Sr MIN. WN(NUT LOCKING ASSEMBLY 1 IRL . e 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 W. 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (1 1 /2" METER) NTS FIG. W-78 TD-15 O I 04 0 A- I 0 N A 0 00 45' CHAMFERS _ .. '. ..d °... ° • , 4 a' 4 •' - Y . 2 a D SEE SHEET C4.0 STEEL BOLLARD (INTERIOR) �(TYP.) o M.H. STEP PJ STEEL BOLLARD (EXTERIOR) ° o (TYP.) DUMPSTER GATE (SEE o DETAIL THIS SHEET) DENOTES DUMPSTER o I I(2 PER DUMPSTER PAD) LAYOUT 4X4 6/6 WELDED �211 WIRE MESH lollCLASS A3 CONC. 6.1::, ," 6" 21A STONE -COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. Trexx@Sed us ions° COMPOSITE FENCING SYSTEM 96" O.C.- PAe: pastII Elevtion ie�, I I I I I I 8V- f II I i I I I I I I I I 1 3„ -- <1 8 - 36'Typ. Consult local Concmlr c.nda nre. Lochs, 1 II and standard buldinq practices for post depth I 12 - nm 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. 4 ARCHITECTURAL DRAWING: I TREX SECLUSIONS FENCING T TALL x 8' WIDE COMPONENTS OJW Gel V Post Cap: Pyramid, Flat, 1 or Crown Q1 14a 5"fix 5" Post 7 7 4" x 4.9" Top Rall a--r' 1"x5.75" Interbcking Picket 19 91.. (Cut to 79 1/2") w 1"x 5.75" 2 Bill. Bottom Rail Cover J L 1 90 1/2" Aluminum Bottom Rail / 4 Fence Bracket 1 5/8" (TYp) 24 Exterior Wood Screws Length may vary 1 Post Cap Top Rail Interlocking Picket 1 Aluminum Bottom Rail Fence Bracket Bottom Rail Cover Concrete FIII 1 Cut Post Profile: View / Elevation View 160 EXETER DR., WINCHESTER VA, 22603 WWW,TREXFENCING.COM Trex®, the Trex® logo, and Trex Seclusions® are either COLOR: BEACH DUNE federally registered trademarks, trademarks or trade dress of Trex Company, Inc., Winchester Virginia or its licensees Publication date Jan 30, 2019 Copyright © 2019 RLA Designs. All rights reserved. DUMPSTER PAD & ENCLOSURE DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EOUII/ALENTJ 3"CONCRETE COLLAR CRUSHED STONE BEDDING 6" Dl CLEANOUT OFLINE CLEANOUT DETAIL No Scale NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSSci" USErAPPROVED FLEXIBLE RUBBER o0 GASKETED STOP COUPLING P7' PIPE STRAPS (STARLESS STEEL) SPACED EVERY ' VERTICALLY _-90' RESTRAINED BEND f A e MARL SEWER PIPE PLAN PROFILE MIN 6' BEDDING WITH NO. 68 STORE 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 PIPEJOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING ENE 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 S" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 NDTLl MIN. 60' DIAMETER MANHOLE REQUIRED. WP NANFXLE PVC CROSS USE APPROVED FLEXIBLE RUBBER -�BUUT. GASKETED STTW COUPLING 27' \} RID PIPE / (STAINLESS SPACED EVERY , 2' VERTICALLY iel., p"ti}„ i 90" RESTRAINED BEND '••.yV .:'"M" SEWER PINE PLAN PROFILE MIN. 6' BEDDING WITH N0, 68 STOW 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 GASKET101NT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS STRAPS SHALL BE MADE OF STAIN LESS STEEL 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSmON FROM DROP CONNECTION DISCHARGE POINT TO SPRING UNE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FrTT1NG 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 0" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 8"MIN EMBEDMENT PROF PIPES NO. 68 STONE - AINING BACKFILL SHALL CONTAIN ROCK MATERIAL ;ER THAN 5" IN ANY VISION TIAL BACKFILL* LIFTS) THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER WUNCHING :DDING Be max 4" min IUNDATION (SHALL BE 'QUIRED WHEN SOIL )NDMONS ARE UNSTABLE 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 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TD HIGHWAY DEPARTMENT APPROVAL FINISHED GRADE ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID I I M.J. GATE VALVE WATER LINE 2500 P.S.I. , CONCRETE MP d 2'x 2' BEARING AREA. THRUST BLOCK •,d a. d, < A 4 NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE TUTS FIG. W-5 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VILLE THREADS WHICH IS QTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' At 2' TO to' (2701 18"-2ALVE BOX 7 CU. FT. i #68 STONE-1 W)r VALVE 250E P.S.I. CONCRETE ;, •: Dj+:,� "; ,W"�:G7'!j BASE AND THRUST j a:'/tq,>�). L '\ tt �J BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED O]� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. S. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE W 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 B"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (Be LIFTS) • THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE 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 TUTS FIG. S-3 Be Q CRAYG W. T KOTARSKT Lie. No. 0402048507 7/51/20 ,< M E 0 OV N N y > E N E w i a` MU. W n 0 f Y L r. ) Q jUoo Z ne o a, VI VI a allCL Z Z LD LU (.�j U cw G cw G Ln 0 0 9 j wQ 0 0 OQ �w RV (n CC N N Z r Y 7CU QLill O. Z Z ~ C, O 0 N ^ w U U M ly a � D J do,H Eli 0 2 C7 0 O N N w W � 00 N N = 0 U 0 r4 Q Z o0 0 Ln DATE 1112512019 0 } DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE N/A • ® ( n z 1--4 M� ui W U 0 L M Q O Cn z J J . � Q LLI Uz o O Q Z J Cl LLI cc Q O Z W 0 0� W U W MW W JOB NO. 43567 SHEET NO. C1.2 Ti ai ed a c Et N 0 3 c 9 O o o a0 2z N Z M2 o c m a y C ul 'o c a0 O d tr O� m el O w M a W F to `0r o B § n m m 2Y N x c 0.0 y 2 !v 15 c to m 0 E, E o =g 0 of T' c N N a 0 0 C N a m to S9 m c c U m Ti 0 m N E L April 2015 Page 6H-53 Page 611-54 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) av3Hv AHOM or Ovoa OV3Hr Oros .T 3NVl 3N0 I OV3HV _near SJIHIS 316WnN d01s Ol ;TT _ G20-2'(V) 03atld3ad - T 38 In 500 ± s NOIIVIS H3OOV�3 ® 50' - 100' o 0 0 SEE NOTE 4 ram-, 80' - 120' ` 'jr SHADOW VEHICLE REQUIRED MO SEE NOTE 4 0 0 0 0T�' -100, FLAGGER STATION i 0 o SEE NOTE 2 _ SEE w NOTE 1 O +DOS I IM �� W20-7 U0 SEE w N NOTE 1 BE PREPARED W3-4 SEE TO STOP SEE NOTE 9 PORTABLE NOTE TEMPORARY I RUMBLE 1 W20-V26 RUMBLE STRIPS STRIPS SEE NOTE 14 SEE NOTE 14 SEE CA (OPTIONAL) NOTE 1 4 SEE NOTE 1 W20-1 1: Revision 1-4/l/2015 April 2015 Typical Traffic Control Non -Stationary Operation on a Two -Lane Roadway Using Flaggers (Figure TTC-24.1) rLQTES Guidance: 1. Sign spacing distance should be 35W--500' where the posted speed limit is 45 mph or less, and 500'-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when 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. Eton: 3. Where Rieht-of-Wav or eeometric conditions Drevent the use of 48" x 48" silms. 36" x 36" siims may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. The Flogger (W20-7) symbol sign shall stay within M% mile of each flagger. Guidance: 6. Additional Flogger symbol signs should be placed at % mile intervals and either erected by the approaching flagger, or taken down as the operation proceeds past this point. 7. When a highway -rail crossing exists within or upstream of the transition area and it is anticipated that queues resulting from the lane closure might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (see Figure TTC-56 for additional information on highway -rail crossings). 8. If the queue of traffic reaches the BE PREPARED TO STOP (W34) sign, then the advance warning signs should be readjusted at greater distances. Standard: 9. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 10. A shadow vehicle with at least one amber rotating, flashing or' oscillating lights shall be parked r 1• 80 -120 in advance of the first work crew. 11. The maximum length of the work area shall be two miles. 1: Revision 1-4/1/2015 DETECTOR METER w/ !r-OFFS VALVES AND .�>-.,, •. • �•�,,.. lOW PREVENTER L MODEL EL 517E L7 WI H1 Las DDBP-03 3 8'-0• 3'-8" 4'-0' 3.500 DDBP-04 a 6'-0" V-6' 4'-0' 3,500 DDBP-08 8' Y-10' 4'-4' 5'-8' 9,000 'ffD8P- - -0' S`-6w 15.000 DDBP-10 10' W-C" W-O' 7'-0' 18.000 DDBP-12 12' 9'-0" 8' 0' 7'-0' I8.000 r PLAN VIEW LID W/ 30"x48" SINGLE GALVANIZED STEEL COVER w/ MINUM HATCH W// SS 24"x32" SINGLE LEAF HATCH w/ SS )LAMLOCK & SAFETY NET HINGES, SIAMLOCK &SAFETY NET SAFETY NET VALVE R( 01P5&2)GA' DOUBLE DETECTOR GALVANIZED STEEL PIPE SUPPORT (TY JpeCITIccuonS CONCRETE: old. I/II concrete with de ign strength of 4500 PSI at 28 days. Unit is of monolithic conatruclion at floor and first stage of wall with sectional riser to required depth. REINFORCEMENT: Grade 60 reinforced. Steel rebar conforming to ASTM A615 w required centers or equal. ACCESS COVER: 1/4' steel skid -resistant floor plate welded to 3' angle frame with (2) 3'x2-3/8" I-beam supports. Hatch to PROJECT: CUSTOMER: ENGINEER: ORDER 11= PROD f. DATE; GALV ATR RETAINER ROD (TYP) DUCTILE IRON jl STUB) OUT MID FLANGE 2'-0' (TYP) © PmkUSA. ALL RIGHTS be furnished with 316 stainless steel bolts and hinges 888.611.PARK HATCHWAY: www.pertciMee.cou aluminum muminum frame. dianowd Hatch toatebeeover furnishedh withw36 stainless steel slam lock & hinges. /►PARK, En ineerin Data DESIGN FOR WATER The bockflow assembly shall be factory ossembled In moult & hydrostatically DOUBLE DETECTOR BACKFLOW PREVENTER tested prior to delivery. Field excavation & preparation shall be complete ASSEMBLY FOR Fllj(: SERVICE„ prior to delivery. Pipe, wlws and fittings of the assembly shall be opproved MODEL DDBP - 3 THRU 10 by one or more of the following associations: O AWWA ® \ PM ORN ENG DWG. NO. REV; FM �� IIPCN A DATe zote DDBP-AL-SL © KNOX Knox-Boxe 3200 Series eF-r.,e•,""^",rs,l^ ,e,x PINGED DOOR MODEL Recessed Mount with Two Flange High Security Industrial/Government Key Box Front View Surface Mount IT 6'- Heavy l/8 Thick stainless - stalnless steel 5WI lock corer Door Hinge a. Hale for © tamper seal 112" solid Plate steel door - The number one high -security KNOX-BOX's is used for most with gasket L 1/4" Solid stxl housing 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 7' • Holds up to 10 keys and access cards in Interior HIGH compartment • Ensures high security. Box and lock are ULe 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 100% Weldad 3208 surface Moat Front Vbw Bids View - 7" WIDE S" DEEP-" ff o-- Flange (raceemd MOM only) 1/4' ewe[ cam 100%welded I F_ T'x T'flared (reae66ed model only) - 3200 Recessed Mount • Colors. Black, Dark Bronze or Aluminum Ordering Specifications Weight: Surface mount - albs. Recessed mount - 9 Its. To insureprocurementanddeliveryofthe 3200 Series KNOX-BOX, Hissuggested that the following specification paragraph be 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 Options hinge. Box and lock UL Listed. Lack has 1/8" thick stainless steel dust cover with tamper • Alarm tamper switches (UL Listed) seal mounting capability. Exterior Dimensions: Sufacemount body- 4'Hx5'Wx3-3/4'D • Recessed Mounting Kit (RMK) for recessed models only Recessed mount flange-TH x 7'w • Inside switch for use on electrical doors, gates and other 9 Lock UL Listed. Double -action rotating tumblers and hardened steel pins accessed by a biased cut key. electrical equipment Finish: Knox -Coat® proprietary finishing prom Colors: Black, Dark Bronze or Aluminum PM: 3200 Series KNOX-BOX (raft caL ID) Mfr's Name: KNOX COMPANY KNOX COMPANY • 1601 W. Dear Valley Road, Phmnbk AZ 85027 • (800) 552-M • OWO 687-2300 • Fax (623) 687-2299 • Web: wwwknoxbox.com • E-mail: lntoaknoxboxmm Oht '/, SECTKRI CAST IRO( ---q- ye SECTION STEM NOT 2'-]" �� LUGS WITH BE ' Y-3 L 2ya' x 2'/s" x'/," I a LUGS TO 1. DEPTH OF INLET (RI TO BE SHOWN ON T- 1M-4" LONG STANDARD DEPTH GREATER THAN D'lSE �+ STANDARD DI -IA -- A B F OPTKINAL iv BRACE RBS E:1 2._T, CAST I GALV. NON I STEEL g6 ± SIBS J SIBS 143.8 INCLUDING LUGSNC ICONNEUOCTNC 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF ONE WELDED THE OUTFAL PIPE TO THE TOP OF THE JONT STRUCTURE. PLAN "H" DIMENSIONS ME APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONSCCONII°ECTORS SHALL BE DETERMINED BY THE TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED N ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING NO PLACING ALL ATERIALS INCIDENTAL TO THE SHAPING LSMTO BE INCLUDED IN THE BD PRICE FOR THE ve x fA" x 4"J tr %' x 4" STRUCTURE. PLAN LUGS 12' 91V.e STUD SH IR 4. W THE EVENT THE INVERT OF THE (GRATE REMOVED) -I'��I SEE DETAIL A OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE. THE NVERT WITH THESHAPED M°ORTMHTAPOL PREVBE ENT TRyi SECTION B-B STANDING OR PONOWG OF WATER IN THE STRUCTURE. THE COST OF FINCOENRG 'D [�-"' [�\\\\\\�-T1 COLLAR DETAIL I MIN RN6E0 ALL Ws TO BE INC TO PLACING SHAPING 5 TO [INCLUDED THE 2 8 NICE W THE BD NICE FOR THE STRUCTURE. IN ESTRUCTURE. DIMENSIONSFOR WARP NO WASTE DRAMS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS FOR DETAILS SEE CAST NON ONLY ST��GSSEATEfR. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - DETAIL A Dl N_pLADE 4'-2" HNRDWNTE 2 6 I'-b' SEE DETAL 7. R4 % B" SMOOTH DOWELS AT APPROXIMATELY 1T' C-C TO BE 2'-]° CLOTH I N AL AREAS ADJACENT _ 4" DEPTH AGCR - TO TO m CONCRETE PREVENT a88, a]e OR - SETTLEMENT. DO LIEU OF WWELS i8 x Sagan .V A 2 X4" 140TCH A 2"x4" NOTCH MAY BE PROVIDED. "STANDARD SEET-01-3.4 FOR N. DIAMETER r. KTERNATE DESIGN. DESIGN. COLLAR � WEEP SEE NOTE 8 rL �� B. 3" DIAMETER WEEP HOLE WITH _' MESHU-712" PLASTIC HARDWARE CLOTH I/" MESH ffi -i6"-10" OR 24" DIAMETER ME NUMBER 4 MESH WI GALVANIZED STEEL NUMBER HARDWIRE CLOTH FIRMLY HARDWARE H AN F THE STRUCTURE. TO THE OUTSIDE OF THE STRUCTURE. e el m 9. CAST W PLACE CONCRETE IS BE ^ p CONC A3 (3000 PSG. PRECASTS > CONC IS TO BE 4000 PSI. SECTION A -A -I I- + �? 0. MY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL a MAY BE S1IBSUTUTED FOR THE CAST IRON is" C E WE - 7.440 W. M. CONCRETE he. C E WE - f.528 CU. YD, CONCRETE f'/+" _ APPROXIMATE WEIGHT CART IRON _ i''�' GRATE 363 ± IB SIBS LUGS AS SHOWN HEREON. n. DUMP NO WASTE DRAINS TO WATERWAY LETTERING IS REQUIRED ON ALL DI -I S" PPE - 620 W.YD.CONCRETE 24" CONCRETE PIPE - 1.817 W. To. CONCRETE III�� ---"'ill SECTION C-C SECTION D-D GRATES. LOCATION OF LETTERWO MAY VARY BY MANUFACTURER. ADD 0.469 CU. YD. PER ADDITONA FOOT OF DEPTH. GRATE DETAIL `JB DO DROP INLET SPECIFICATION ROAD STANDARDSTSTANDARD 12" - 24" PIPE: MAXIMUM DEPTH (H) • 10' VIRGINIA DEPARTMENT OF TRANSPORTATION 233 302 SHEET 1 OF I REVISION DATE 1D4.01 DI-1A ?O. ZC EXISTING OR PROMISED SDE'WAK. SEE NOTE 15 L2'/.'XN/('X'/�" r�E EXPANSION JOINT BACK OF SDEWA K EXPANSION JOWT _ g,_g,. LQNG W e" GALV. Mcexlz 3•-2" A BAPS A-1 a F->•C BINS M1 r, D r5" C-C ENSNSFACE OF CURB�< 1T ACK CONTROL. J PLAN VIEW LIN-A GALVANIZED Me 8 X V I - 1' Ii --- - 2 3" DIAMETER B a ARS E WEEP NGLE SEE NOTE 6 FRONT ELEVATION w-2e `--I BARS �r --J SECTION C-C ADECREASE TO T. WHEN INLET Is USED WITH MEDMNS. WADED GUTTER APPROACH GUTTER a 10" C-C aAR105' C aa-C 0 m a BKCC RMIS" C-C SECTION B-8 COLLAR 1'-4" 2'_0• BARS A-11- �L 2'W%2111.1 )Aril If ICE I GA.V. Mee%12 DD SECTION D-D lEWEI.DFORE GKV. GALV. WELD ALL NC6%12 STUD SHEAR CONNECTOR TO COLLAR. SECTION E-E Ai s I I I aY �• ,I " L 21 X21/,IXV4" I FLOWS A. BARS A_t r - SSWESNOTEE 8 EIENT IPUTES SLOPE OF 12E0 S 0. i aPRS a W. C-CBMSBSURFACEACH FOR USE ON CWDES i kl s� D" C C a Oh2C f' L -t s U-, BARS F PS. ARS CC I� COpN. rl RON a 2'C-C I � WARPED TYPE A gORFACg TYPE B L--J I J m r NOSE DETAILS KOW I FLOW SEE 5 r- TYPE A ROSE DETAIL SHALL BE USED WITH CO-7 STANDARD. _ _ TYPE B NOSE DETAIL S ALL M °BED WITH CG-S STAIDAO. FOR USE IN SAS SECTION A -A OF 68-30- PLATE FOR TYPE A TO BE B ON AN ANGLE OF 68.30' NO 5 TO BE ANCHORED W I t %A" STVO BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST-1. SHEARCORRECTORS WELDED TO BENT TE AT 2-C-C. FICATION ROM AN`ANDARDS STANDARD CURB DROP INLET RESPEOFERENM sIEET 1 OF 2 1 REVISION DATE 1211 - 2411 PIPER MAXIMUM DEPTH (H) - 9' 233 D4.03 VIRGINA DEPARTMENT OF TRANSPORTATION 302 ACO DRAIN Knock -outs included on every 5th channel Type 903D In -line catch basin I'Mosoaa ffiemN a® � 1 1 a F H R Q G I Outlet Product Outlet size Invert GPM CFS (Sch. 40) Depth 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 - SK340 8" round 19.69" 863 1.92 E End outlet - SK3-20 10 round 15.75" 1116 2.49 & outlet - SK340 End 0 rou d 1 n _ 19 69" 1304 2. 1 9 F Type SK3-903D 4 round 29.80" 287 0.64 G Type SK3-903D 4" round 36.29" 319 0.71 N Type SK3-903D 4" round 28.22" 279 0.62 Type SK3-903D 6" round 36.29" 707 1.57 1 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 - e round 28 59 29 0 63 N Type SK3-903D 6" round 36 28 O Type SK3-903D 35.72" _707 316 _1.57 0.70 4" round 6" round P Type SK3-903D 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 27.65 271 0.61 T Type SK3-903D 4" round 34.36 310 0.69 April 2018 L'laif meter channelZIC Top 19.69' (0.5 meter) f_ TEXT 1 14.76' (375 mm) e ! 0103 16.73' (425 mm) 18.70" (475 mm) 1181•DDO and 0 I 2D.67'(525 mm) m 19.69'15IO mmd O �Fu 4 .p QS v It .N P T Total capacity, =15.59 gallons • sly Nate: These are the pipe flow rates at the specified outlet. Type 904D In -line catch basin NOTchannel flow rates.•Catch - V basin flaw rates are without Notes: trash bucket- using trash 1. Riser Can be cut dow in I"(25mml ® - t1 bucket reduces flow. increments. V•/ IF E 2. Maximum opacity including riser P Cn B w 27.82 gallons. o - - 8 1 N 3. Add 1E' 13WmmI to all heighla g using riser. e ai 4. Outlet flow rates oriel be higher due •N m increased d -contact ACO Sales ode Olfice for more deeds. O V End Cap 0.20' (5mml vvww.AC013°3 aaia.tl i, ACO DRAIN PowerDrain - S300K iron edged channels Bell end to fit 6". Wor 10' Sch. 40 ppres -1 1- 1.25' (32mm) Invert Weight Invert Weight Description Part No. Inches" mmy' Has. Description Part No. Inches mma lbs. SK3-00 Constant depth channel - 39.37" (Imp) 69041 11.81 300 140.0 SK328 Sloped channel 39.37" limn 69028 17 32 440 176.8 SK31 Sloped channel 39.3r IT) 69001 12.01 305 140.0 SK329 Sloped channel 39.37" (lm) 69029 17.52 445 178.3 SK3 2 Sloped channel- 39.37' (lm) 69002 12.20 310 141.3 SK330 Sloped channel 39.37" (ImW 69030 17.72 450 179.6 SK33 Sloped channel 39.37" (1m) 69DO3 12.40 315 142.8 Sli Consent depth channel - 39.37" (limit 69046 17.72 450 179.6 O SK3d Sloped channel - 39.37" (10 69004 12.60 320 144.1 SK30303 Constant depth channel -19.69" 10.5mr 69049 17.72 450 100.0 SK35 Sloped channel - 39.37'amp 69W5 12.80 325 145.4 SK331 Sloped channel.39.37"11m1 69031 17.91 455 180.9 eel -- - SK3b Sloped channel - 39.37" (lml - 69006 - 12.99 -- 330 145.9 -- lm SK332 Sloped channel � 39.37^ Ilmj 69032 18.11 - 460 - 182.4 SK37 Sloped channel -39.37"(lm) 69DO7 13.19 335 148.2 SK333 Sloped channel 39.37"(1m) 69033 18.31 465 183.7 SK38 Sloped channel -39.37'(lm) 69008 13.39 340 149.5 SK334 Sipped channel 39.37"(Im) 69034 18.50 470 11 OSHIM Sloped charne1-39.3r(lm) 690DO 13.58 345 150.9 SK335 Sloped chareal-39.37"Omni 69035 18.70 475 186.5 SK310 Sloped channel. 39.37" (1mrD 69010 13.78 350 152.3 SK336 Sloped channel-39.37" unn) 69036 18.90 480 187.7 SK3-010 Constant depth channel - 39.37' (Imp 69042 13.78 350 152.3 SK3 37 Sawed channd-39.37"(lm) 69037 19.09 485 189.1 SK3-0103 Constant depth channel-19.69" (0.5miD 69045 13.78 350 84.2 SK338 Sloped channel- 39.37" un i 69038 19.29 490 190.5 SK3d 1 Sloped channel - 39.37" (Im) 69011 13.98 355 153.6 Skm9 Sloped channel - 39.37" Ilmj 69039 19.49 4O5 191.9 SK312 Sloped channel-39.37"uni 69012 14.17 360 155.0 SK340 Sloped channel -39.37"(lmF) 69040 19.69 500 193.2 O SK313 Sloped channel - 39.37" (Im) 69013 14.37 365 156.4 Sill Constant depth channel - 39.37" (lmio 69048 19.69 500 193.2 SK3-0403 Constant depth cannel - 19.69" (0.5mlU 69050 19.69 500 109.0 SK314 Sloped channel- 39.37" (lm) 69014: 14.57 370 157.7 SK3903D Mile catch beam 19.69'(0.5n-P 69053 37.40 950 99.4 SK315 Sloped channel -39.37'IlmP 69015 14.76 375 149.1 SK316 Sloped channel-39.37"(lm) 69D16 14.96 380 160.5 SK4904Dh9eratchhasn-19.691(0.5mP 69054 49.53 1258 104.4 SK317 Sloped channel - 39.37" 0m) 69017 15.16 385 161.9 Was Epp Opdonal peace Ran 99902 10.0 SK3 18 Sloped channel -39.37"IIm) 89018 15.35 390 163.2 Foul -fits bon 910 &610 beans 90854 - - 1.2 SK349 Sloped channel - 39.37(lm) 69019 I5.55 395 164.6 SK3 channel UnNersal end cap 96827 19.69 500 2.5 SK32o Sloped channel - 39.37" Ifni 69020 15.75 400 166.0 SK3 channel Installation device 97479 - - 4.9 SK3-020 Constala depth Channel - 39.37' (IMF 69044 15.75 400 166.0 Grate removal tool 01318 - - 0.3 S113.0203 Consent depth channel -19.69" (0.5mt, 69047 15.75 400 92.0 SK3 ductile Iron slotted gmte0 02445 50.0 Sloped channel- 39.37" IT) 69021 15.94 405 167.3 SK3 ductile iron longitudinal ADA grate® 96833 64.0 OSK321 SK322 Sloped channel- 39.37"(lm) 69022 16.14 410 168.7 SK3 ductile Imp 41pofl 99592 50.2 . TASK323 Sloped channel - 39.37' 1m) 69023 16.34 415 170.1 SK3-24 Sloped channel - 39.37" IIm) 69024 16.54 420 17L4 �, SK325 Sloped channel - 39.37" Ilm)➢ 69025 16.73 425 172.7 SK326 Sloped channel- 39.37" (1m) 69026 16.93 430 174.2 SK3.27 Sloped channel -39.37'(lm) 69027 17.13 435 175.5 V Notes: 1. This channel offers bottom knockout feabae: 6' & 8" round. a 2. overts shown are make end; for female invert depth subtract 5mm (•0.27I from male invert (except neutral Channels where it will be same as male invert). To Calculate overall Channel depth, add 20mm (0.79") to invert depth. 3. Catch basin assembly includes grate, polymer concrete top, trash bucket and plastic base. - Pei 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 ACO, Inc. Northeast Sales Office West Sales Office Southeast Sales Office Follow us on 9470 Pinecone Dr. 825 W. Beechcralt St. 4211 Pleasant Road 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) 5434764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info®ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.ACODram,us CAW 2018AC0, tor. This inom ation is believed to be actuate btu leis notguaranme0 m be so. wA cannot eswne IMbilb, lar ms ba ma pryer obmm w o, ar product sew, Wuse Ae beYwtl the Control,iuw<onwHny, this me outwMs,espamibitlNm euavate vitabiity and safety of prodctfor his awn use. AGO, Hc. reserves,Me ngH m Wnge the product a,k specificadors vndlux notim, v1.0 ere, April 2018pv u.o-4�kime"¢1S SPEC99 - 4'41n7{tiL`O� a t % CTtAYG W. T KOTARSKI Lie. No. 0402048507 M E 0 OV N N In C > E v E w w :. R: 0 U. O O Of L M Q _J 00 Z O: 1J O rn 00 (n V7 N N d U W CE W W 3: 0iYU)¢ (n�� 9 � wQ 0 0 n c N Z Y U > O Z Z 0CZ rn 00 O N 1 j U U M ly W J 0 0 (D M 0 H O N W N W w O N O N � \ \ Q \ Z O O 0 VI DATE > 0 1112512019 0 • Z O f E DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A U z l� 0 M� W W U LL LLQ �/�^, v / O Z J J/ 4G 1 ' W U\ z o H 0 CZD' 0 O LUcl� co UJ LU cc '- Q 0 Z W W ILL U ILL `WJ W W JOB NO. 43567 SHEET N0. C1.3 0 c a > c r A 1. Is a C as L N as as as c 0 0 t 3 9 �a 0 9 O o a LD 2Z D Z a0 o 2 c Io - a y C ,a m a0 0 lY N In N Z In O Is a N F 0 O L 0 O t B N u D m tax �49 N s0c c 0 0 6 O 2 m c 0 E o E g c 0 of c as 10 a 0 0 p m on U N N C = U m Ti 0 h N E L 0 E T PP \ � 2 sv,y. 1 \ _ EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) 8" WATERLINE TO BE CONSTRUCTED BY THE COUNTYAS PART OF THE IVY ROAD SIDEWALK PROJECT. \ \ \ WATER METER VAULT `cam ty� sqN� APPROXIMATE LOCATION OF RELOCATED POLE DUE TO IVY ROAD SIDEWALK PROJECT. UT��O YEASEMENT �R/gB�FIR0, - APPROXIMATE LOCATION OF SANITARY PIPE, STORM PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE CONSTRUCTED BY COUNTYAS IVY ROAD SIDEWALK PROJECT. COORDINATION WILL BE REQUIRED. MHS TEMP. EASEMENT FOR CONSTRUCTION I \� \ ` ' \ \` \ N� TOP=568.87 OF CURB AND SLOPES AND ENTRANCE l !7 /pq lNV.4'lN=56562 (W) SEE DB 5144 PG 303^SIGN �� \ \ MFNT _lNV.4"1N=562.70 (W) INV.37N=564.45(SW) �! / 1104„ \ - POLE INV.6"1N=566.02 (S) 24Q5p, 1 INV.OUTS"IN=5Fj2.65 (E) oHu_ _� _ 1 K PO \ POLE ��1 ` ` �- \ \� IGN I�� PPFI POLES —oH — ohfbl � S� \l �.-\ /. N� , \ / �,� MHS /1 h16' PPF1 POLE \ �s / TOP=566.26 �PF1 / PaL POLi� S \ AN 1NV.8"1N=,559.81 W ,._ �� ( ) PF2326� F p 1NV.8'� 560.30(S) i pdvY _ \ \ ` \ \ \� T INVOUT=559.96(E) TMP 06000-00-00-03800 PAVEMENT z! W O\ /I ,'� W ST END SHOPS WESFLL 374.76 = h I PERMANENT D3PINIk p It I \' -DB 1805 PG 670 \ ENERGY EASEMENT \ 14 a / 1.42�EX2ES FROM RECORDED PL \SEE D8�5134 PG 766 'LOAD RW y,� / \ 518' 2246 IVY ROAD \ � \ �- TMP 06000-00-00-03700 W It JOSEPH W. & MARY JANE TEAGUE = DB775PG154 /I V/ 19i \` \ \ ZONE: HIGHWAY COMMERCIAL 1 I h \ / - - / \ _ / I / USE: COMMERCIAL (FUNERAL HOME) `� 11 ' / LANDSGAEE / II I l \Oi2 `\. x / �I 20"WALNUT h ` / \ \ /�P s�3\� 7/� / I BUILDING 12" 1-112 STORY S'TQNE ) // ®� WAL2 / / � // `s-� � TEMP. h$p' AC UNITS S ORAME D o j �/ \ s� EASEMENT FOR / CO ENTRANCE .W 1 SIGN SEE DB 5134 I j SEPTIC TANK RD PG 766 � o i O'tP \ I -------- ------- - - - - -- �\IANDSCAPE 18'ffREF- ` / M s/, psis / I�4 TOP=579.44 SHRUB (TYP.) _ , ` \ /� \ / I INV.87N PVC=573.40 RD / SIGN—� // S8 V. _ c i / ( )/ O. — fN0UT8"fN PVC=566.66 _ - PPLEA#ZSIGN SB' 12„ STONE I w' I/{ ) / WALL R I /F 1 _, 4 y RD j/ TMP 06000-00-00-03900 4 %t: WEST END SHOPS -EAST LLC POLE BE HMARK I ' _ /� / 41582 DB 1805 PG 664 BUILDING - - - 1 .: 15.00' PP 1 e?' -a,,_ WATER TANK RD I 2STORYBLOCK RO NZ9°15p4�/ /� ZONE: HIGHWAY COMMERCIAL 1 I AND STUCCO /L z / p USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) - 583- _ RD RD /Q, / / HC Sl6N\— /cb TMP 06000-00-00-03600 � 300 TWIN SYCAMORES LANE LLC W 2 RD DB 3995 PG 533 _ _ / / / Kc s/c ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) 584- I SHf{UB (TYP.) \ \I I \/ I I / 1 W / MHS '!l 1 CO \\ 20'SANITA Y l I s h v� TOP=583.74 �' INV.4"1N=574.95(NW) SEWER EASEMENT / / o 0 _-- / INV.B"INPVC=574.74 TOP=576.08 DB 488 PG 624 / 5P �^ v 1 I i / I � INV.OUTB'PVC=574.89—/� 1 1Ny%lN6'PVC=574.83 j s-�l/G� 8 1 1 I V OUT 12"RCP=574.44 I cl l I IQ ANGELA 1 1 Ct 0 PAVEMENT /SD INLET / TOP=583.30 INV. OUT 6'RCP &81.50 I - - IPFBENT SPN \ IIY '1 I h�a WOODEN, - - - BENCHMARK I / \ SD INLET ® / /I I I I X FENCE 217 00' 1 - TOP=576.19 IPF 1NV.lN 12"RCP=573.79 N85°1644"W ® ' BENCHMARK INV OUT 12"RCP=573.72 TREEL/NE TMP 06000-00-00-04005 S CHA RL 0 TTES VIL L E INVES TMEN T TMP 06000-00-00-036AO PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONE. R1 RESIDENTIAL USE: ROESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) c m nl I 3 ' MHS ROD IF TOP=580.64 BENCHMARK INV.4"IN= 578.24 INV IN 2-2'PVC=57779 INV.8"INPVC= 575.84 INV OUT=575 76 - O 04LP F SCALE 1"=20' 0 20' 40' a I � Q CRAIG W. T KOTARSKI Lie. No. 0402048507 6- 7/51/20 ,< m E 0 N OV N C > E w N E Lu a o U. of O L M Q j 6Mo W J —'j p� O N U W N z v� k x �� ti N = U > H Q c L^ rn O N � M a � W J z a z � W E o u z r O z =O � U W N N W ON N Q 0 H t] O N DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1 " = 20' V z c) Lu U_ LL VJ o Q o Z 0 J Q / Z Uzo i--1 o U% Lu L LL] coVJ �< w Lu cl. U W MW W JOB NO. 43567 SHEET NO. C2.0 0 c a EL 0 m ig ro 0 m 0 L 3 c �a 0 9 O o MY) 0z a0 02 c a y C y a0 O d Z Z m O d m a �v o� 5 0 � § a 2Y N 49 x c m o S 2 2 c h0 d o E 0 m a c 10 a 0 N 0 N � U �N 0 0 c U Ti $ m w E L PP \ � S � o s� EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) \ -S4A/ 8" WATER LINE TO BE CONSTRUCTED BY THE COUNTYAS PART OF THE IVYROAD SIDEWALK a PROJECT ABANDON U \ \ WATER METER VAULT SAWOUT- sN APPROXIMATE LOCATION OF RELOCATED POLE DUE TO IVY ROAD K PROJECT SANITARYLLATERAL SERVES 2260 IVY ROAD, SERVICE PERMANENT VDOTTO BE MAINTAINED THROUGHOUT CONSTRUCTION. UTILITYEASEMENT O _ R EASEMENT TO REMAIN ,i _Ir_ _ ;� \ kR APPROXIMATE LOCATION OF SANITARY PIPE, STORM (SEE SHEET C8.0) J �I - - - - _ \ �F p Ur PIPE/STRUCTURE, CURB, AND SIDEWALK TO BE \ l l r \ ?SOS CONSTRUCTED BY COUNTYAS IVY ROAD SIDEWALK PROJECT. COORDINATION WILL BE REQUIRED. ABANDON MHS l r. TEMP. EASEMENT FOR CONSTRUCTION - I - / ; /TOP=568.87 - \ N� SANITARY OF CURB AND SLOPES AND ENTRANCE Y SACZN / REMO _� pq LATERAL AT/NV.4'lN=56562 (W) SEE DB 5144 PG 303 d - I l , SIGN, \ W /NV.4 "1N=562.70 (W) F MAf�HC3L_ EASEMENT TO EXPIRE UPON COUNTY - / �/ \ \ s lNV 3"1N=564.45 (SW) ,ZRA" POLE lNV.6"IN=566.02 (S) COMLETION OF IVY ROAD SIDEWALK \ �1� INV.OUTB"1N=SFj2.65 (E) IMPROVEMENTS CONSTRUCTION : ' // - - SlG1Y, PO ` s - �f+a� rr SAWCLIT REMOVE SIGNS : ;. IGy9 oHu- _ - _ _ �,` l� �, _ � \� (TYP.) %\ off _ -l= F?eF59C % a Nam` �\ MHS / �\ N PPF1 POLE orou- - �I __L- TOP=566.26 ry..I b E�QV kL A POCLs �+, \',�� q4 INV.B"lN=d`59.81 W ' NtN1 s �� r ) INV,B" _560.30(SREMOV€- U \ 559.96(E)Q4:IJ OVERHEAD INVOUT /591 POWER LINE RFMVs S S T IMP 06000-00-00-03800 WEST END SHOPS-WESF-LL-C- 178 1805 PG 670 E E N k h I� 1.42 ES FROM RECORDED PL I/. E 1 44 7 6 N 2246IVYROAD �uE TT N \� -f -1 am\ f B 4"G. 11' ✓N � / (/ I � V. / IMP 06000-00-00-03700 I :: 9 t � S\ JOSEPH W & MARY JANE TEAGUE DB 775 PG 154 �' \ l = _ - 7\l x l ZONE. HIGHWAY COMMERCIAL l i I LANDSCAPE/ - USE : COMMERCIAL (FUNERAL HOME) REMOVE / r/II / I I 20" WALNUT a o REMOVE EM REMOVE ^ BUILDING BUILDING 12" OVERHEAD / 1-112STORY SfQNE\ / :f POWER LLNE ®� STONEAND WALE / / . i / i �/// AC UNITS C �.&Mp. ENT FOR FRAME //CO REMOV I - !�\ NANCE �T SIGN REMOVE/ REMOVE /� �� E DB 5134 SEPTIC TANK RD / / / `sue, . PG 766 i VE A. 1 \\o ocLPMOVE __----- J-4 DSCAOPE I// 5a----------------1 � 181-TRE- SAWCUT-C MHS REMOVE - / TOP=579.44 RD SHRUB (TYPVE .) REMO/� / I INV.8"IN PVC=573.40 n SIGN-� D, - INV.OUT8"IN PVC=566.66 a - POLE �_/I / � l - - - PP 11;/\/�56'� l STONE WALL �QQ d / . l IMP 06000-00-00-03900 I � RD / / R LF. - : :: 1 / . a \� ><� WEST END SHOPS -EAST LLC POLE BE HAhARR ..,l / _ REMOVE /664 PP WATER TANK BUILDING RD58 -� _ DB 1WA C M 2 STORY BLOCK RD ZONE.' HIGHWAY COMMERCIAL AND STUCCO USE.' COMMERCIAL (NEIGHBORHOOD REMOVE BUILDING AND fa SHOPPING CENTER) � / / L� ._1 � SURROUNDING is LANDSCAPING, CURB, AND SIDEWALK ,1 i� / RD l/ :: �.: :: ° He s/eN ABANDON EXISTING / IMP 06000-00 00-03600 v + ABANDON / /i GAS SERVICE TO RD r y' ' 300 TWIN SYCAMORES LANE LLC BUILDING ' it SANITARY _ . _ . DB 3995 PG 533 h : i� LATERAL AT / r1c slc ZONE: COMMERCIAL OFFICE .I f USE: COMMERCIAL (OFFICE) Q . ' :.1'i l l WOW 0 MANHOLE //I REMOVE INLET AND DOWNSTREAM PORTION OF 12" { l V S R EM PVC STORM LINE 0' S / AIIT /' / T0�83.74 / / d' I I I I I - - c�RB 1 - - 1PF BENT - - - BENCHMARK I/ � _ 1 IPF BENCHMARK TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ' ZONE. RI RESIDENTIAL USE RESIDENTIAL (MULTIFAMILY) I T�l T / T /I �/ _/ / 1 .l S B 88 PS 24�T . / 'l % / r I N I F-"*PVC .85 (IOW: / ..F� ..� I / /. /-/ IN 8"INPVC-574.74: / 1 .IN 6 Py/C=5 4.83 ' S l l NLOUTB PVG-574 89 2" QP 54.44 RI A / / // R VE / 'REMOVE' .6 WOODEN'_ fiENCE 5 SD INLET / TOP=576.19 I INVIN 12"RCP=573.79 TREEL INV OUT 12"RCP=573.72 ® OO MHS REMOVE ROD IF TOP=580.64 - - IMP 06000-00-00-04005 /NV.4 "1N= 578.24 BOLLARDS (TYP.) BENCHMARK OUP - - - CHARLOTTESVILLEINVESTMENT /NV.IN2-2"PVC=577.79 PROPERTIES /NV.87NPVC= 575.84 DB 860 PG 568 INV.OUT=57576 ZONE. R 15 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) LEGEND: ® REMOVE CONCRETE RREMOVE ASPHALT ASPHALT TO BE MILLED REMOVE TREE/SHRUB ------- SAW CUT F SCALE 1"=20' 0 20' 40' XLd r «CIZAIG W I. KgrARSKI Lie. No. 0402048507 '- -7/51 /20 ,< m E 0 OV N N y > E a E w Lu a o U. w O L M Q _j Z orn 00 VI V7 N N v d C7 W W W Lu 0 0 � i Im w 0 0 Q Q c }} }} U > O Z Z o N 00 LLI M ly W J 0 0 x M 0 H O 00 N N >00 W N N 0 0r*lj Q Z o0 O V7 DATE 1112512019 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1 " = 20' z a. o LU U_ LL LL 0 < Z (� J Z� Q} Uz0 P-1 O Lij JOcc < G Q �ww m Q J Q Lu Lu 0 Il. U W Lu W JOB NO. 43567 SHEET NO. C2.1 0 a ig k"s 0 m 0 3 �a 0 9 O o c MY) 0Z a0 02 c a y C y N OD d Z Z m 0� m a �v `0r 5 0 t_ 2 '§ 49 2Y N X C m o S 2 215 20 d o E 0 m a � 10 a 0 N 0 N .- � U g 2 �N N = C U 5$ m w � E L 0 E 2 T \ IF CONSTRUCTION BEGINS ON SUBJECT PROPERTY PRIOR TO WATER MAIN RELOCATION, CONNECTION SHOULD BE MADE TO EXISTING WATER MAIN. \ \ \SqN J PERMANENT VDOT UTILITY EASEMENT / 8" x 6" TS&V TEMP. EASEMENT FOR CONSTRUCTION OF CURB AND SLOPES AND ENTRANCE 'I SEE DB 5144 PG 303 6" x 6" TEE 1'7 '•1. WATERLINE A / n 6" DIP '1 V1. r O TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE }r 2 DB 775 PG 154 ? ;' ;y RF ZONE: HIGHWAY COMMERCIAL WATERLINE D USE. COMMERCIAL (FUNERAL HOME) ILI 2" COPPER ED Q 1.5" WATER 00 * METER VAULT Z 6"x4"TEE TO4" W THREADED PLUG 1O o J) a 0 — — — — — — POLE — pp ' POLE PP TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC �u DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) 16'-WIDE DUMPSTER ENCLOSURE BOLLARD (TYP.) J� G /R FHA R 15' 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 PROJECT. COORDINATE SIDEWALK CONNECTION WITH IVY \ ROAD SIDEWALK PROJECT H . I rNT �4s /�\ RAAt 0 \ tqlii; �F9, LEGEND: ° CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY Q NOTE: B G VERH MHS F N FNTRgNC �58p° 1. A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION " \ sqy� lNV.4 /N--565.62 (W) PTO COLD WITH THE FIRE MARSHAL'S OFFICE. �Etf �INV.4"1N=562.70 (W) NNA°F 2. PAVING/MILL AND OVERLAY AT ENTRANCE WILL REQUIRE ANT INV.3"1N=564.45 ( °RIVE FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD. &q't'--*ftPOLE /NV 6"IN=566.02 (S) SEE MOT DETAIL ON SHEET C1.3. 3. FIRE HYDRANT ASSEMBLY, FIRE SUPPRESSION AND WATER INV.OUT8"IN=562.65 (E) Y \ \ SERVICE CONNECTIONS, AND WATER METER VAULTS ARE 3 \ PO s �s NOT INCLUDED IN THE IVY ROAD SIDEWALK PROJECT TO BE -PP F5DC \ \ sAn< \ �� MHS CONSTRUCTED BY THE COUNTY. cl)\ \! 1 j \ �� \ \ TOP=566.26 BUILDING FOOTPRINT: L BACKFLOWPREVENTER (p R / FRa�j7 P �� sqN 1NV8"1N=559.81(W) WATERLINE C Nd gNN\ 1 b INV.87N=560.30(S) 1ST FLOOR: t13,300 SF ' 6" DIP---164.7 \\ l STRUCT \ \ TIE TO OECTCOUNTY SIDEWALK AMP TO K INVOUT 559.96(E) 2ND FLOOR: t13,300 SF TOTAL: ±26,600 SF T 0600 REMAIN. WES END HOPS . 0 Q Q DOS ` R25' Q\ 91 DB 1 05 PG 61u Q \ 1Q 42 AC ES F MR OR L DB 5 34 PG 7 20ROAD RIN�� f/ _ 224 IVY AD DB 248 PG. 11 12' X 25' O 18, Q �P? / LOADING SPACE "NO PARKING TYP. LOADING ZONE" SIGN (R7-6) 2 STORY MEDICAL OFFICE BUILDING (UNDERGROUND PARKING) / \ t26,600 SF / \ CONCRETE WHEEL STOP (TYP.) FLUSH CURB ALONG 73.7' R15' / Q Q ADA SPACES TYP. \ CURB WIPE (5) ADA PARKING \ DOWN SIG S \ Q 154.5' TEMP. ��r o R10' i EASEMENT FOR _ < ENTRANCE g ` . © �/ // / SEE DB 5134 5� PG 766 -� 28' / �- WATERLINE B - o oar ! ° MHS 6" DIP' TOP=579.44 R5' . ' INV.8"IN PVC=573.40 24' FDC TYP. D ( L ' S INV.OUT8"IN PVC=566.66 ?� ' 5' U R3 TYP n I% r� 8'Ty R5 12„ R2 STONE R3' %� / WALL R2' i D / / % / TMP 06000-00-00-03900 R2' . WEST END SHOPS -EAST LLC n P y CG 2 j DB 1805 PG 664 ZONE.- HIGHWAY COMMERCIAL 14 R2 R5' USE: COMMERCIAL (NEIGHBORHOOD . SHOPPING CENTER) `'�_ '. TYP. _50'.REAR SETBAC, � —(STRUCTURE) '- 2 $, Q — — IPF BENT — — BENCHMARK / l� SD/NLET — IPF TOP=576.19 OPAQUE BENCHMARK INV.IN 12"RCP=573.79 SCREENING FENCE INVOUT 12"RCP=573.79- REAR SETBACK (PARKING) - PER SPECIAL EXCEPTION TMP 06000-00-00-04005 CHARLOTTESVILLE INVESTMENT TMP 06000-00-00-036A0 PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 .' ZONER 15 RESIDDEENTIAL ZONE: R 1 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) 1 b -'. R2' R3' . '. MH P.'. ' TO R2' EWER EASEMENT . % IN _ DB 488 PG S24 R 2' sa. 1N .. .. f ' TYP. TREE L INE OO OO MHS ROD IF TOP=580.64 BENCHMARK INV 47N= 578.24 INV.IN 2-2'PVC=57779 INV.8"INPVC= 575.84 INV.OUT=57576 OF OCLP F SCALE 1"=20' 0 20' 40' O U CRAIG W. T KOTARSKI Lie. No. 0402048507 6- 7/51/20 ,< m E 0 OV N N y c > E vE w Lu �"� a0 LL o w O L M Q j000 Z oa, VI VI 0 U1NN a z z U' W w w � Lu E 0 � � s w 00 Qa?� Q c }} }} U ¢ O Z Z cm 00 N ^ j U U � M � W J 0 0 x M 0 H O N N W w NN 0 0r1i Q N It Z 00 O V7 DATE 0 1112512019 } DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1 " = 20' I z 0 H� Lu Uu 1-11 LL Z LL a j O ~ `^ v ) J w Q } U~J z C°Lu J 0 w < z Lu Q co Q i u Lu cl. U W MW W JOB NO. 43567 SHEET NO. C4.0 0 a is L P 1 � _ \ \ G \ \sqy EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY-HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. COORDINATION REQUIRED FOR FINAL TIE-INS. PERMANENT VOOT j 0 _ - - - - c UTILITY EASEMENT l \ Roq O I Q \ sD, r, - SANS!=h 2SpJ TEMP. EASEMENT FOR CONSTRUCTION OF CURB AND SLOPES AND ENTRANCE SEE DB 5144 PG 303 ' - - /h ° y74 POLE I N � o I ` P \ TIE C h IN a - - - - - \577 - / // \ /> \; \P€'F1 5C _ _ �1A1� JECT\. ADA (9 RAM / v / \ a �� i 0 1. - 1/ _)61 05Pv6i0 S F M R ORD D PLA O _ -�_ ROAD R 224 IVY AD 4 \ 8 R1TA T s� 8\I 579- O a \. �\ \ `^ \ �\ NNE O\N\ IMP 06000-00-00-03700 I W ji I ' ~ ' \ _ - - \ \ \ S> / \ �� JOSEPH W. & MARY JANE TEAGUE 2 - \ \ S2 DB775PG154 �S\O I / \87HDPERD2 \ �7�_ \ S)/ ` / ZONE* HIGHWAY COMMERCIAL ^ 4 1 GARAGE FFE: 572.0' 50 \ s 2 / / \ I � WITH G'I�EQI�OUT � \ / I BUILDING FFE: 583.0' _ \ USE: COMMERCIAL (FUNERAL HOME) � N I I � 8" HDPE RD 1 - - - _ _ \ � II I ITH CLEANOUT L T ENCH DRAIN 11 7 575 TEMPSEMENTF. OR ENTRANCE c y 6\/ PSEEB6 134 � �tv r \' - - - oo�e a �ea oe eeoe o � •�9 5.(I / \ / / I 1 \ / 301 g � ' 302 L % - - 2' 36" ACCESS RISER - Ck % \ 0 1 WITH VDOT MH-1 TOP - - - - - - - - POLE I I - / s8 - - O 402 PP 12" 581 STONE WALL I / / IMP 06000-00-00-03900 R /F / '58' WEST END SHOPS -EAST LLC POLE BE HMARK /� /� - - - DB 1805 PG 664 PP ` // 582 ZONE. HIGHWAYCOMMERCIAL I ` 1 600 LF OF 36" \ / ¢ 6" ACJC�ESS RISER \ USE: COMMERCIAL (NEIGHBORHOOD UNDERGROUND ` / WITH/VDOT MH-1 TOP , SHOPPING CENTER) CMP STORAGE ' 202 coN RO - - I 201 0 HC SIB U7 IMP 06000-00-00-03600 IQ LOclvol 300 TWIN SYCAMORES LANE LLC 4 Z 5e DB 3995 PG 533 _qj 1 / (:TT WC SIGN ZONE: COMMERCIAL OFFICE USE COMMERCIAL (OFFICE) - I \ 34 I 1 \ \ J I ' r I 02 ll / jl h 601 1 36" ACCES G ' I RISER P8 l v 41 H-VDOT 6J 1 I XI-1 TOP p WEIR PLATE I l Li I j 101 / 36" ACCESS RISER j WITH VDOT MH-1 TOP \ / / CURB k 100 1 - I IPF BENT 1 �i I 5 - - - - BENCHMARK I / / SD lNL 102 TOP=576.19 I IPF INV.IN 12'RCP=573.79 TREELINE BENCHMARK INV.OUT 12"RCP=573.72 OO ROOF - - � TMP 06000-00-00-04005 BENCHMARK- CHARLOTTESVILLE INVESTMENT IMP 06000-00-00-036AO PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 I ZONE, R15 RESIDENTIAL ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE. RESIDENTIAL (MULTIFAMILY) I 1 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 500 568.31 3.71' DI-3B 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-1 502 572.00 7.28' 6" Cleanout 602 577.25 2.44' DI-1 STORM PIPE TABLE PIPE# DIA UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH RD2 8" 566.06 564.95 5.00% 22.21 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 0.51% 59.34 LF 601 12" 574.81 574.50 0.50% 62.07 LF G a U C3tAIG W. T KOTARSKI Lie. No. 0402048507 6- 7/5I/20 ,< In E 0 OV N N y > E E w Z Lu ate: w w o O of L M QjUoo Z F O a, V1 0 U) NN a z w z k v Uui ( E 0 O oa �� N Z M v U Lq O Z H ¢ m N W O 04 a � OD J O N N N O O W N 585 585 u 0 0 ry m G E zo 000 (n DATE 1112512019 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON •CHECKED BY 72.00) • C. KOTARSKI • • SCALE 1 " = 20' z 9+50 10+00 11+00 H� PARKING GARAGE ENTRANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 LU U z H-1 Q LL Q W O ( Q Q } Q U F- P-1 0 Q O C) W Z W Q Q I W [0 Z J Q E5 Q L U (� Lu cl. U/ cl. Lu Lu r> W 0 Q Z JOB NO. SCALE 1"=20' 43567 0 20, 40, SHEET NO. C5.0 580 580 EXIST. GRADE �I 575 ' 6 575 PARKIN � 0 a ig k"s L P \ � 2 �\ o TC REA BASED G� _\Iti 7223 5� _ INFIORIMATION NG PROVPDEDTOPOGRAHYI BY KIMTHISLEY HORN ANDN y N - 6\ \ ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. O AND_ 0 - EX \sAN � COORDINATION REQUIRED FOR FINAL TIE-INS. n A / / s71.81' 71 tiT A6 CR 1 s� \ q6� �U TC 5718 571.77' ' 'S)f _` `_ "✓� - - I 51231, 57T.80: �- \ ` 573. 3 57 6 Sj3� 57!>� \ \ \ ,) 23� �574, \ Sys \ \ ANT -POLE 574 \ I ly \ \S9Qr `'C GND FFE=572.00' % \ \ p 7$ I \\ ` \ l p \ 56 G TIE C>Y NO W �l ,----------577- �' J 571 \PPFi \ -- JEGT\ADA ti C0 \ i RA If d y\ I sW4< T 0600 _ \ 577.1 WES END Ipl .DB 1 05 PG 70 1 a 576 42/4C ES F M R ORD D PLA T Tc 224 IVY AD O O s g V. 576.44 I 576.94' \, \ \ �� S / G9 �� 579- EX GND 565.03' W \ TG` \ / TMP 06000 00 00 03700 0) li r r ! 9 573$6' ✓OSEPH W. & MARY JANE TEAGUE \ DB775PG 154 _y�� 57765 GARAGE FFE: 572.0' �C j / S��/ \A ZONE HIGHWAY COMMERCIAL } BUILDING FFE: 583.0'1 TC 57490' \ J \ EX GN USE: COMMERCIAL (FUNERAL HOME) `\ I TC t 57250' / / sj�,./ \ 571.1 578.25' 1;I TC / -\ / \ TC lip "\�73.38' I; 578.65' FFE= Q I 1 I IJ 572-00 TC TC II ✓SWK av O.� �.90, TC 7827' 1 / 578.23' a v - v Q� FE= a 572-50' / /'6 575/ / \ I _I II SWK ° 583.00' 2"/ I I I I 578.58' TC-BC TC / - ,[ A, 1 a - 82.95' TC-BC 582.50' // 3 TC I I III TC - ` 583.41' © I 57A. Q I \ I I,578.48' EX GND 574J9' yes _ -- TC ` L QS o ooC-13C° 582.51' TC - Or I 583.16' - - - POLE TC TC RIM 587 5 _ - PP EX GND 579 bT 579.29' TC 581.96 12" 57723' TC 580.02'/// 582.30' 5 0/ .70� 581 WALLS I , TC / { ' / z/ TMP 06000-00-00-03900 581.33' / 'SaWEST END SHOPS -EAST LLC POLE E /FMARKTC DB 18D5 PG 664 PP / / ZONE. HIGHWAY COMMERCIAL I 582.18' 58// / / 582 EX GND I TC / 582.52' I 583.21' / e / p 1 USE: COMMERCIAL (NEIGHBORHOOD TC ' / SHOPPING CENTER) r O TC 583.01VI 1 r 11 I 1 583.43' TC U GNO -583 -_ Tc _ 577.94' 1 I m L0 00 // 1 HC 5IGLo cb TMP 06000-00-00-03600 h I � Qj 300 TWIN SYCAMORES LANE LLC W = �e DB 3995 PG 533 - / WC SIG ZONE.' COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) Qe \ r 1 TC \ TC TC / _ _ 584 I 1 co� \I 579.65' 580.60' 581.37' TC n t / 578.30' I // �S6.6K' TC 578/00' , / �8 3 1 :36 r / 1 TC r / i EX GND �! RIM I - 1 �0 1 581.34' r / I SPA / 584.25' / 577.25- 1 ^ h r r / JG 1� TC TC I I TC 584.58' / 583.851 584.57' \ l I / TC TC I I !I 577.82' 577.90 /� / / SPA/ h / I I TC � -- I RIMI 584.36' �n - I 576.75� SEX GND - - IPF BENT 4 5 585.OT - BENCHMARK / EX GND L / - - 1 576.80' ��v SO INLET TC TOP=576.19 578.22' IPF INV.IN 12'RCP=573.79 TREELINE ` BENCHMARK INV.OUT 12'RCP=573.72 EX GND D /F-585.03' - - - TMP 06000-00-00-04005 BEN SgaASRK - - - ' O�tP � - CHARLOTTESVILLE INVESTMENT TMP 06000-00-00-036AO I PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 I ZONE: R15 RESIDENTIAL ZONE: R1 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) I SCALE 1 "=20' 0 20' 40' a G � Z� a Q CRMG W. J. KOTARSKI Lie. No. 0402048507 6 7/5I/20 ,< r E 0 � o N >E w = E H v i 3 Q LL -2 3 w O L M U m Z w O U) Ln Ln aw azz~ Z H y M W W W v a � ^ ¢ W O O of Q Q LL O U V m v } H V� O O O z N ^ w U U M clf a� OJ J 0 0 c� 0 0 0 0 0 0 w N N N cc O w \ N N U 0 O N f+1 r Z O O O 0 in DATE 1112512019 0 r DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1"=20' ® r n 11-4 Q H� co U_ LL Q a a- 0. J _ Q U) U�� H 0 O C O V! LLJ W J a Z m Q Q Lu 0 12� W U W MW W JOB NO. 43567 SHEET NO. C5.1 0 c 5 a U c L 6I 1 I I I y 0 o \ 10x00 IVY �y2 FFT $co 751 ,I I �/ 11 I A O e 1 I \ I \ 1 \ r LO ' IL I J 1 / Q / o O I � / N / / I J Z- \ 581 / 5: 2 - --583-- 00 LID m_r1ro HC O co W / 0 r - 584. \ y 1 i h m / I 1 1 / X ®• —� Sul_ \ / \ — \ 13+0p \ \ 3+5p \ SIGHT DISTANCE PLAN 16.75 3.00 9.42 \ Composite Passenger Vehicle feet \ \� Width 6.33 20'ROADRIX� Track 6.33 _ DB248PG. i1 Lock t0 Lock T'Ime 6 0 7�- _ PARKING GARAGE - AUTOTURN ANALYSIS Steering Angle 26.4 yP 1 Cl) O Q Z SCALE 1"=30' 0 30' 60' 372 SIGH D CE - RIGHT �;LTIII LM!T61 HEIGHT OF 585 OBJECT = 3i5 FT 585 HEIGHT OF 280' SIGHT DISTANCE - LEFT EYE = 3.5 FT 580 168, 580 1 SST EXISTING N GRADE FINISHED 575 GRADE \ 575 HEIGHT OF \ OBJECT = 3.5 FT \ 570 570 ASSUMED SPEED = 25 MPH 565 565 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 TWIN SYCAMORES LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE 01xa HEIGHT OF OBJECT = 3 5 FT FINIS ED 575 GR IkDE 575 HEIGHT OF 243' SIGHT EYE = 3.5 DISTANCE - _LEFT 570 — — — — — \ 570 565 565 GRADE TIE IN TO BE COORDINATED WITH THE VDOT BHT IVY ROAD SIDEWALK PROJECT \ HEIGHT OF _ \ \ \ \ OBJECT = 3.5 FT 560 \ \ 560 EXISTING GRADE \ 555 SPEED = 35 MPH — \ 555 550 550 9+50 ,°+°° "+°° 125T IVY ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 16+00 17+00 a I Q C3tAYG W. T KOTARSICI Lie. No. 0402048507 6- 7/51/20 ,< M E 0 OV N N y > E v E w Z Lu Q N it 3 Lo LL O of L M Q_j U00 Z oa, VI VI a U1rvN � a Z Z U W n Z M LL W W Lu E 0 � a� S 0 0 o a w 0 N Z Y HU¢ O Z Z o M > 00 N ^ LLI U U M ly OJ J ui _ O 2 0 H in O O N N W W ON N � 0r1j Z o0 O V7 DATE 0 1112512019 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1" = 30' ® ( n z a. J CID W U_ LL Lu LL J_ Q Oz0 0 J `\I Q / } W Uzi = Z in O < Lu W ` C2 v, w co Lu U W Lu W JOB NO. 43567 SHEET NO. C5.2 s VE, L 102: DI-1 0 STA 10+63.62 302: DI-1 0 ^ o TOP 576.75 E N STA 10+03.28 m INV IN 573.98 (103) TOP 579.84 c) 5 0 C INV OUT573.93(101) mo v INV OUT574.66(301) 1CJ m� mom m��o ��iv- 100:MH-1 Na ��+�I UC)N� ��OD� i + STA10+76.24 �0�0 cop,L00 ,�� oo;o� 5� i0 O NQa a0 O- Z a0 INV IN573..75(101) N��z vU�z uo,rn'oz ��z mc~»oz 5R.5 5195 5,95 5ft5 5R5 585 5g0 sign 5Rn 5Ro 585 EXIST. GRADE PROP. 580 GRADE 580 FC3MP 575 17 575 EXIST. 103 12" RCP 61.21' OF 12" HDPE @ 0.85% 570 570 101 12.62' OF 12" HDPE @ 1.43% 565 565 560 560 E LIB AND'. FIE PROP. GRADE 580 580 EXIST. GRADE 1.7 36" 575 CMP 575 XISTING GAS 201 E. LOCATION 82.06, OF )EPTH TO BE 12" HDPE LD VERIFIED. @ 0.49% 570 570 565 565 560 560 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 UG DETENTION STR 100 STR 202oRIZ SCALE: O UG DETENTION HORIZ _S VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 APPROX. LOCATION OF EX. GAS MAIN. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION. ron ,on 6" CLASS 52 DIP WATERLI E 585 585 PROPOSED GRADE CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. 580 580 EX. GA MAIN EXISTING — GRADE 575 3'5 575 TT7570 570 565 565 m b U g w w z z U± co J Of J Of 560 ¢ w 560 J J > LL > > as H H~ w m w In w in F F IT x x x 555 v v v FD io m zo 00 555 9+50 10+00 11+00 12+00 WATERLINE 'A' - SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 595 595 590 590 PROPOSE GRAD 585 1 585 6" CLASS 52 DIP WATERLINE EXISTING GRADE 580 580 3.5' M N. 575 575 570 570 Z O U w z Z 00 565 565 w U) w U 560 0 560 12+50 9+50 10+00 11+00 WATERLINE 'B' - FDC SERVICE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXIST. GRADE PROP. / GRADE / 580 580 T 3' MIN. 36' 575 C P 575 301 30.98' OF 12" HDPE 570 @ 0.50% 570 565 565 560 560 9+50 10+00 11+00 STR 302 - UG DETENTION HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 590 585 585 580 EXIST. GRADE; PROP. GRADE 580 3' MIN 575 575 CMP 401 5.93' OF 12" HDPE 570 @ 5.00% 570 565 565 APPROX. LOCATION OF 8" WATERLINE. EXISTING WATERLINE IS TO BE RELOCATED WITH IVY ROAD SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY LOCATION. - 9+50 10+00 11+00 STR 402 - UG DETENTION HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 590 585 585 PROPOSED GRADE EXISTING EX. GAS GRADE 580 MAIN 580 6" CLASS 52 DIP WATERLINE WATERLINE D11 575 575 3.5' 1' MIN. 570 570 565 565 Z o a J m jj w z J Of 560 w w 560 a J Of > w w w 0 Q ~ w co 555 555 9+50 10+00 11+00 WATERLINE 'C' - FIRE SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 rein EXIST. GRADE 575 // 575 PROP. \GRAD \ 570 570 I 1.5' MIN. 2.5' 565 555 501 59.34' OF 12" HDPE @ 0.51 % 560 560 555 555 4rt:I.y EXIST. GRADE PROP. GRADE 580 580 i i 1.5' 36" 575 CMP 575 601 62.07' OF 12" HDPE @ 0.50% 570 570 565 565 560 1 560 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' VERT SCALE: 1 "=5 Fein EX. GAS 585 MAIN 585 PROPOSED GR E W TER METER V LT EXISTING GRAD 580 580 2" TY1 COPPER -INE 575 575 MIN. tr:: MIN570 570 565 565 Z 0 J m � w 560 a _ 560 0 > OF w > Ofo o iz z z w wz w of m m m a w ^ 0 555 w 3) rn rn v XQ m 555 9+50 10+00 11+00 11+50 WATERLINE 'D' - DOMESTIC SERVICE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 v TOP 579.59 2 1 TOP 579.45 TOP 579.45 INV IN 567.54 (BLDG-2) INV IN 573.40 (EX.3-1) INV OUT 567.44 (2-1) INV IN 567.25 (2-1) INV OUT 566.66 (1-EX.1) SR5 PROPOSED EXISTING BUILDING GRADE PROPOSED GRADE 580 �I 580 W LOWER STRUCTURE TOP OF EX. MANHOLE 575 TO 577.73 575 PROPOSED ICI GARAGE II 570 570 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 0 50 PROFILE SCALE • r�� Y j 41. rn7{M dL`�� Q C3RAIG W. J. KOTARSKI Lie. No. 0402048507 7/51/20 ,< n E 0 N OV N y > E w a E :cc `V' 1 a a o D- u L M G jUOD N U W N z �: v �x �_< ti N = U > O N � M OD J H Z O F a z � W U E o ° z O z . 0 > 0 w U of N N w �N N 0 v C) O N DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1" = 30' uj U co ui U Oar Z J Q > } OF z QO w Lu J < 0 Z w Q m � O LU (n u cl. U JOB NO. 43567 L SHEET NO. C7.0 sqN. — — PERMANENT VDOT j UTILITY EASEMENT \ G\ Iloollo, \ \ G Rpq� EASEMENT TO REMAIN / + \++ �+ + + + + \ MHS + I \ \sqN TOP=568.87 TEMP. EASEMENT FOR CONSTRUCTION I + t \ B lNV.4'lN=565.62 W OF CURB AND SLOPES AND ENTRANCE + + + r \ \ } + µ INV.4"IN=562.70 (W) SEE DB 5144 PG 303 I + +, +I •' A \ \ \ EASEMENT TO EXPIRE UPON COUNTY + + + \ sqy INV.3'lN=564.45 (SW) COMLETION OF IVY ROAD SIDEWALK I + I �� 8 oia \ \ POLE INV.6"IN=566.02 (S) IMPROVEMENTS CONSTRUCTION + + ' �� \ 1\ INV.OUT8"IN=562.65(E) +� \ P s \ \ PO �N + + + I ��l �PPF5X \sqN \ \ O + l l\ P Q +1 TMP 06000-00-00-03700 ✓OSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE.- COMMERCIAL (FUNERAL HOME) 20' ACSA WATERLINE EASEMENT POLE'PP POLE PP I m + + r TN 0600 - e� + + 'I a'ES END HOF� Q C g DB 1 05 PG i IW +++I+ .42AC ESF MR Or i 224 IVY AD /U (q +�+, � W I+ + I d O I +1 1 i� QQ• + �I4 + ~ `+ +i + ' + .l+ + + ' + + 1 + + +I + I + a + + /: Q +++++ +++ ++ +� I+++ + I + j+ I _ �- + + + }may "waft _ x _ ++ ++ + + + ++++ + + w + + + +' + + + I+ + + + 24 I + U • �J S WATER ACCESS EASEMENT I j 5359 PG 212 1 TMP 06000-00-00-03600 v W 2 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE'COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) Qe I i I GJ% — _ GARB — — IPF BENT — — BENCHMARK IPF BENCHMARK 1 I 1 I i I I I F 1 .V, SDINLET TOP=576.19 INV.IN 12'RCP=573.79 INV.OUT 12'RCP=573.72 STORMWATER FACILITY EASEMENT DB 5359 PG 212 TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC DB 860 PG DB 4709 PG 224 I DE ZONE: R15RESlDENTIAL ZONE: R1 RESIDENTIAL USE: RESIDENTIAL (MULTIFAMILY) USE: RESIDENTIAL (MULTIFAMILY) I O & TO �H& h 10' - TYR / � s EWER ASEMENT Ti8'PG624 5 P MHS TOP=580.64 INV.47N= 578.24 INV.IN 2-2'PVC=57779 INV.87NPVC= 575.84 INV.OUT=575.76 0' & ROD IF BENCHMARK • MHS TOP=579.44 INV.8"lN PVC=573.40 INV.OUT37N PVC=566.66 12" STONE WALL OF EXISTI 1 Y SEWER FjE HC SIG PRIVATE VARIABLE WIDTH SHARED ACCESS EASEMENT DB 5359 PG 212 OGLP MHS TOP=566.26 INV.87N=559.81(W) INV.8'%N=560.30(S) INV.OUT=559.96(E) \ PRIVATE VARIABLE WIDTH SHARED ACCESS TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC DB 1805 PG 664 ZONE. HIGHWAY COMMERCIAL USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) LEGEND: ACCESS EASEMENT STORMWATER FACILITY EASEMENT STORMWATER ACCESS EASEMENT ACSA WATERLINE EASEMENT SCALE 1 "=20' 0 20' 40' G9 1 Q CRAIG W. I. IS.OTARSKI Lie. No. 0402048507 -1/51/20 ,< Am z O Lo a z � cw cL (n L wQ O z 0 z O w U rY DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' H� H� co W U F� U. LL as GZ1 O V J Q > Utz I —I o W QU Lu w _ W aLu Q Lu mW � a ui W U W W ve JOB NO. 43567 SHEET NO. C8.0 0 c 5 a d > N L J 1 oX__ 11-1 L LMOM I I — - INTERIOR PARKING LOT LANDSCAPE AREA SCALE: 1" = 40' PARKING LOT LANDSCAPING 2,109 SF PLANT SCHEDULE UW.l TREES BOTANICAL NAMEACE BON ACER SACCHARUM 'BONFIRE'BET HER BETULA NIGRA'HERITAGE' GIN PRI GINKGO BILOBA'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA QUE PHE QUERCUS PHELLOS s\ \ FLOWERING TREES BOTANICAL NAME CER FOR CERCIS CANADENSIS'FOREST PANSY' TM \ \ _ COR FLO CORNUS FLORIDA o E 0 SHRUBS BOTANICAL NAME > E ILE GLA ILEX GLABRA w \ - \ ILE WIN ILEX VERTICILLATA u w qN�_ G02K W t M MAIN o n Ln a- z z z (6) NYS SYL - - _ _ -_- 3 0 x u (4) CER FOR I \ \ems, of CC LL wo O O (3) GIN PRI ; i \�\ \ qy,_ \ o x > z0 \ z z z UPON \ W o4 O O J F IVY ROAD SIDEWALK ` ♦ \ y \ s \ v M � OONTS ICONS RUCTTIION� sqN , H ir q \ ui ... ,r, • /� ®� \ c sqN/ 0 it — W / � � � - � (4) COR FLO �� O Q / `'!�O in DATE S 171112512019 0 PROPOSED BUILDING WITH • - � DRAWN BY I • UNDERGROUND PARKING, J� \ PRIVATE M. RACHNER VARIABLE WIDTH SHARED ACCESS DESIGNED BY EASEMENT (4) BET HER (9) ILE GLA �� % /��\\V �� DB 5359 PG 212 M. RACHNER (9) ACE BON 7 CHECKED BY F. HANCOCK i 5 / 20' ACSA �� SCALE WATERLINE s� �0/ EASEMENT. 1" = 20' �� i �� -, i EASEMENT TIMING /' TO BE COORDINATED WITH COUNTY _ p I / (2) CER FOR-- D CL Q - 80 - • / �_ 581 H� p L� / —582 uj / I (12) ILE WIN U i (14) ILE GLA / BSANITON OF EXISTI LL • - 1 -- � PORTI co ARY SEWER F5 -BE- RE PLACED IN B ACSA. U. !._ Lo / . �U m 1O / _ � - -- I I CONTRACTOR TO O a Z W - O Q / A A z Q v J � R _7 1 COR FLOm COO r 5 J ti , - - > 1 -- - ( ) / II / f /� W 584 • ri Ua- z bz�H� p \'• 1 • / w < So Lu p J j / / / y / / -%=� PRIVATE VARIABLE WIDTH • / SHARED ACCESS W EASEMENT r DB 5359 PG 212 I„ I„ I REELINE 1� OO pp W W OD M Q Z JOB NO. SCALE 1 "=20' 43567 0 20' 40, SHEET NO. L1.0 0 c a d N C L D s E 4 yl 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, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED 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 FRi AND OUTSIDE OF 1 SET ROOTBALL FLUSH TO i 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH 1:1 SLOPE OD PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE 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 WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE OF PIT :W ROOT BALL :192 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 Y 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 V 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 110 1 QUERCUS PHELLOS WILLOW OAK 12.5" CAL. JB&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 PARKING SPACES 78 PARKING SPACES 78/10 = 7.8 8 LG. OR SHADE TREES 8 LARGE SHADE TREES 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 SEWERNVATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. W. � Ill wo. I46 07/31/20 s n E 0 N OV N C o > E w C LU QU w LL o o 0' L M G j so W J —,j p� O N U W N 4 z k v v x �_j ix 6 04 =v (n = N N = U > c L^ rn O N � M a� OD J Z O F a z w w U o U z r O Z =O > w U N N w 0N N Q 0 N � N DATE 1112512019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A V z HI J LU U H_1 Q LL Q 0 O� Z Q J�z Q > Q } (n U z LJ o 0 w z W Lu w Qto i<0 W W z W/ J ci. U/ ci. W MW W L SHRUB PLANTING 1c•�Yya�a JOB NO. 43567 SHEET NO. L2.0 TH OF Y r to 0' .0'0.0'0.0'0.0'0.0'0.0-0.1 0.2'0.3'0.4'0,4 0 '.0>�.0*).0*).0*0.0>0.0*0.1*D.3*0.8* +1.1 1.1.1.000.OA.1.62.12.7 1'0 0 '1.5'1.7' .0 S4 1 1 .2 .5 .4 1 .2 .5 .a� 8 _ S4 1 SS 2 1 0.1 .3*0.8*1.6� U.3 U.4 .0 1�.1l.1 .0 D*b.01.0 0 U.0"6. D�iO+o// 1*b.o*o.o :A.01.0*0.01.01.01.0 .1+0.1+0.1 >%.1 �.0 '0 .0*0.01.01.0'1j.oto 2+01*0.111:1*0.11.01.0�.0*O:o 01.0�.01.01.01.0 s O3 2*0.211�.1*b.01.0 .0 0 o .o .o .o .o O.o 2 .5 ).5 0.5 .1 .1+0.0 LUMINAIRE MOUNTING HEIGHT FREE-STANDING POLE MOUNTED LUMINAIRES SHALL BE MOUNTED TO NOT EXCEED 20' ABOVE FINISHED GRADE INCLUDING POLE BASE AND POLE. 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BZ43 .3 %.3 %.4*0.41A*0.5*0.5 .5 .5 .5 + + + + 7 7+0.6 0.6+0.5+0.4+0.4+0.3+0.3+0.2 .2 .1 .1%1 1" = 20'-0" PROPERTY LINE (TYP, UON) LIGHTING LEVEL CALCULATION SUMMARY AREA SYMBOL UNITS AVG MAX MIN AVG/MIN LLF PARKING LOT + fC 2.6 13.4 0.1 26:1 1.0 NON -PARKING AREA * fC - 22.4 0.0 N/A 1.0 'b.01.01:01.0to >%:0 to \ PS4-11-20012 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: 136.71bs Technical Specifications Listings Weight: CSA Listed: 137 lbs Suitable for wet locations Gauge: Construction 11 Shy: 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: Hand Hole Dimensions: Slotted base plates 36,000 p.s.i. 3" x 5" Shipping Protection: Bolt Circle: AJI poles are shipped in individual corrugated 8 1/2" cartons to prevent finish damage Base Dimension: Color: 8" Bronze powder coating Height: 20 FT Project: Beaver Creek Prepared By: AIR Anchor Bolt Type: S1, S2 Date: 1 /27/2020 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: 7OMPH 10.7 ft./360 lb. 80MPH 7.0 fL/350 lb. 9OMPH 4.3 ft./350 lb. 100MPH 2.5 ft./350 lb. 11OMPH 1.1 ft./350 lb. 120MPH 0.1 ft./9401b Terms of Sale: Pole Terms of Sale Is available online. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAS 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: custsem@mblighting.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. ❑2 FIXTURE MOUNTED AT 20'-0" ABOVE FINISHED GRADE. MOUNT FIXTURE DIRECTLY ABOVE FIXTURE BELOW. FIXTURE SHALL BE MOUNTED TO SHINE VERTICALLY DOWN AND SHALL PROVIDE NO UPWARD LIGHT. ABBREVIATIONS LLF LIGHT LOSS FACTOR FC FOOTCANDLE AVG AVERAGE MAX MAXIMUM MIN MINIMUM TYP TYPICAL LION UNLESS OTHERWISE NOTED (GRAPHIC SCALE: 1" = 20'-0" 'COLLABORATIVE MEC:. W PACE-r No NEE iNo. ccim JAMES E. BARKLEY, JR. > Lie. No. 043854 It VS10NAL � M E O O N U N C Q O > E w a E Y U 0 3 Q�ti 3 oLL wO m Q j U W J - V j a>oN t0W NV Z r rr X oLn LL V j N � Q 0Ch O o, N � M a � ow � H D 0 x L� 0 0 x H p w x U z 0 L7 > 0 0 H #191101 z r F H F www w 000 p U U U o ZZZ 000 > U U U Ui W Q p DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY J. STUTZMAN SCALE 1"=20' IM z H1 J 1--I U Q F-I � LL J U. W Ozw c� J Q Z U� H� O Q U W w J J G ccW a J W U J W U U �.UJ Q LU W JOB NO. 43567 SHEET NO. SE1.0 L TH OF T IVAT4-100LPA740ZU Low profile, low glare. Edge -lit technology unlike any other. Color: Bronze Weight: 15.0 be Technical Specifications Project: Beaver Creek Prepared By: AJR Driver Info Type Constant Current 120V 0.83A 208V 0.48A 240V 0.42A 27TV 0.36A Input Watts 94.60W Efficiency 99% T 70: S1 Date: 1/27/2020 LED Info Watts 94.00W Color Temp 4000K (Neutral) Color Accuracy 72 CRI L70 Lifespan 100,000 Lumens 10,832 Efficacy 114.5 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 Sotid State Lighting (SSL) EPA = 0.61 RAS 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. Rol -IS -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 starling 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) RAS 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 rile -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 mblichtinc.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 RAS values USA manufactudngi Upon request, LEDs: the same candlepower at lateral angles from 90° to RAS may be able to manufacture this product to be 270°. compliant with the Buy American Act (BAA). Please Long -life, hi h•effca Lon g g cy, 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: custwm@rablighting.com Website: www.reblighting.com Copyright ® 2020 RAS Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice IVAT3-100LPA740ZU Project: Beaver Creek Prepared BY: AJR 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% Page 1 of 2 T e: S2 Date: 1/272020 LED Info Watts 94.00W Color Temp 4000K (Neutral) Color Accuracy 73 CRI L70 Lifespan 100,000 Lumens 9,939 Efficacy 103.3 LPW Technical Specifications Listings Color Uniformity: Lens: UL Listed: RAB's range of CCT (Correlated Color Diffused Polymethyl Methacrylate (PMMA) Suitable for wet locations Temperature) follows the guidelines of the Effective Projected Area: American National Standard for Specifications for IESNA LM-79 & IESNA LM-80 Testing: the Chromaticity, of Solid State Lighting (SSL) EPA = 0.61 RAS 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. RolS-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) RAS 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 Productperiod 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 mblighting.com/warranty. LED lifespan based on IES LM-80 gener100,000-hour where 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, RAS values USA manufacturingl Upon request, LEDs: allowing the light to project outward and fill the RAS may be able to manufacture this product to be area. compliant with the Buy American Act (BAA). Please Lon g g cy, surface -mount LEDs -I'rfe, high -efficacy, 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) 77.2.1000 Email: custserv@rablighting.com Website: www.mblighting.com Copyright ® 2020 RAS Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 2 IVAT4-100LPA740ZU Technical Specifications (continued) Optical THD: BUG Rating: 4.3% at 120V, 8.4% at 277V B3 UO G3 Power Factor: Electrical 99.8% at 120V, 96.7% at 277V Driver: Class 2, 50/60Hz, 120-277V, 4kV standard, 1 OkV optional Dimensions lr 381mm y 229mm 2. 76mm 497mm Ordering Matrix Features 0-10V Dimming, standard 100,000-Hour LED lifespan Family Distribution Lumen Mounting CRIIColor Finish VoltagelDrlver Sensor Options Lightcloud output Temp Option IVA T4 — 100L PA 740 Z U T2 = Type II 45L = 4,500 PA = Universal 750 = 70CRI 2 = 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=34748OV, /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 MS4 = 40ft lens lumens Wattstopper (117W) /7PR = 7-Pin receptacle Need help? Tech help line: (888) 722.1000 Email: custserv@rablighting.com Website: www.mblighting.com Copyright© 2020 RAS 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 12OV, 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, 1 OkV optional Dimensions 4Y7mm Ordering Matrix Family Distribution IVA T3 — T2 = Type II T3 = Type III T4 = Type IV T5S = Type V Square' FT - Forward Throw' I 1 361.m 9• 229M 3. 6M Features 0-10V Dimming, standard 100,000-Hour LED lifespan Lumen Mounting CTlemp r Finish VoltagelDriver Output 100L PA 740 Z U 45L = 4,500 PA = Universal 750 = 70CRI Z = Bronze U = 120-277V 0-10V lumens (38W) Pole Adapter 5000K W = White Dimming 75L = 7,500 WM = Wall 740 = 70CRI G = H = 34748OV, lumens (67W) mount 4000K Roadway 0-10V Dimming 100L = 10,000 SF = Slipfitter 730 = 70CRI Gray lumens(94W) 3000K K=Black 130L = 13,000 lumens It 17W) , ' Applies to Type IV, V Square 2 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 RAS Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 Sensor Options Lightcloud Option Blank = No Blank = No Options Lightcloud® IWS=8ft lens ILC= Wattstopper Lightcloud@ /WS2 = 20ft lens Controller' Wattstopper /WS4 = 40ft lens Wattstopper 17PR = 7-Pin receptacle Page 2 of 2 ..ffCN E-E E1EC7a RJEG.COM WWW.PACE-ENGINFBR/NG.COM dAMES E, BARKLEY, JR. v Lie. No. 043854 10/�/20v KSIONAL li 1 M E a, N a N rn C E w a E r-r '0 3 u LLWJ o K O L aLu J U co J — uj N cc W N N X < _J N LL l] Q =q. = N N = U >10 r a C� o1 O N _ M o_ ,I- oo _1M F cc 0 O 2 U 0 O K F 0 Lu w_ Q Z O > IY O #191 W Z aZ Z Z H W W W UU X t= W O O O p U U U o N O O O w OOO F DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY J. STUIZMAN SCALE N/A z 0 J M� W W U I—i LL. L 0z� Q J Q } Uzo w H� w QOU W� w �XLU m a LL i W W U W G>/' MW W JOB NO. 43567 SHEET NO. SE5.0 L WPLED18N WPLED18N PJXB ARSE i n S5 TH OF -)JAMES E. BARKLEY, JR. L c x Project: Type: Beaver Creek P3 Prepared By: Date: Andrew Rowe /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 lbs Input Watts 20.50W Efficacy 129.7 LPW Technical Specifications Listings Color Uniformity: Housing: UL Listed: RAB's range of Correlated Color Temperature Die-cast aluminum housing, lens frame and follows the guidelines of the American National mounting am Suitable for wet locations. Suitable for mounting Standard for Specifications for the Chromaticity within 1.2m (oft) of the ground. of Solid State Lighting (SSL) Products, ANSI Mounting: DLC Listed: C78.377-2017. Heavy-duty mounting arm with "0" ring seal & This product is on the Design Lights Consortium Construction stainless steel screws (DLC) Qualified Products List and is eligible for Green Technology: rebates from DLC Member Utilities. DLC Product Maximum Ambient Temperature: Mercury and UV free. RoHS-compliant Code: P00001769 Suitable for use in 40°C (104'F) components. IESNA LM-79 8 LM-80 Testing: Cold Weather Starting: Other RAB LED luminaires and LED components have Minimum starting temperature is -40'C (-40°F) Patents: been tested by an independent laboratory in Thermal Management: accordance with IESNA LM-79 and LM-80. The design of WPLEDI8 is protected by US LED Characteristics Superior heat sinking with external Air -Flow fins patent D608,040, Canada patent 138280, and Finish: China patent CN301649064S Lifespan: Warranty: Our environmentally friendly polyester powder 100,000-hour LED lifespan based on IES LM-80 coatings are formulated for high -durability and RAB warrants that our LED products will be free results and TM-21 calculations long-lasting color from defects in materials and workmanship for a LED: Reflector: period of five (5) years from the date of delivery to the end user, including Coverage of light Multi -chip, high -output, long -life LED Semi-specular, vacuum-metalized polycarbonate output, color stability, driver performance and Color Consistency: Gaskets: fixture finish. RAB's warranty is subject to all terms and conditions found at 3-step MacAdam Ellipse binning to achieve High -temperature silicone gaskets rabliohting.com/warranty. consistent fixture -to -fixture color Replacement: Color Stability: Replaces 15OW Metal Halide LED color temperature is warrantied to shift no more than 200K in color temperature 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 Technical Specifications (continued) Other Electrical Power Factor: Buy American Act Compliance: Driver: 99.2% at 120V, 91.5% at 277V RAB values USA manufacturingi Upon request, Constant Current, Class 2, 100-277V, 50/60 Hz, RAB may be able to manufacture this product to 4 kV surge protection, 500ni 100-240VAC: be compliant with the Buy American Act (BAA). 0.3-0.15A, 27TVAC: 0.15A, Power Factor: 99% Please contact customer service to request a THD: quote for the product to be made BAA compliant. 9.77 % at 120V, 18.41 % at 277V BUG Rating: B1 UO GO Dimensions $wfxaMWM Cmfiguretim Im� _ _ai I- nI ...... pRL� _T' m� in rani Win - Cada!+ron L all — ra I —�m�-1 1 I ,, t - '-�� ` r— la nfw uwp K4�oiap--I �wm� Ordering Matrix Family Wattage Color Temp Finish WPLED 18 N 11 18 = 18W Blank = 5000K (Cool) Blank = Bronze N = 4000K (Neutral) W = White Y = 3000K (Warm) Features Ultra -high efficiency LED 18 Watt wall pack Replaces 15OW Metal Halide Wall packs 100,00-Hour LED Lifespan 5-Year, No -Compromise Warranty Emergency Battery Backup Blank = No Battery Backup IE = Standard Battery Backup IEC = Battery Backup with Cold Start Options Other Options Blank = No Option Blank = Standard /PCs = 120V Swivel USA = BAA Compliant Photocell /PC = 12OV 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 WPLED10N RAB WPLED10N LED IOW & 13 Wall packs. patent -pending thermal management system. 100,000 hour L70 lifespan. 5-year, no -compromise warranty. Color: Bronze Weight: 3.3 Ibs Project: T e: Beaver Creek IS4 Prepared By: Date: AJR 1/27/2020 Driver Info LED Info Type Constant Current Watts 10.0OW 120V 0.1A Color Temp 4000K (Neutral) 208V 0.07A Color Accuracy 74 CRI 240V 0.06A L70 Lifespan 100,000 277V 0.05A Lumens 1,208 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. Rol -IS -compliant 100,000 hours of operation components. Suitable for Wet Locations as a DownligM. Suitable for Damp Locations as an Uplight. Wall Mount only. Construction Gaskets: Suitable for Mounting within 4111. of ground. Finish: High -temperature Silicone IESNA LM-79 8 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) Muxi-chip 1 OW high output long Itie LED Driver DLC Listed: Maximum Ambient Temperature: Constant Current, Class II, 120V-240V, 50/60/ Hz, 350mA This product is on the Design Lights Consortium Suitable for use in 40"C (104'F) THD: (DLC) Qualified Products List and is eligible for Thermal Management: rebates from DLC Member Utilities. DLC Product 10.8% at 120V, 13.8% at 277V Code: P4V81 RRI Cast aluminum Thermal Management system for Power Factor. LED Characteristics optimal heat sinking. The LPACK is designed for cool operation, most efficient output and maximum 98.5% at 12OV, 92.1 % at 277V Lifespan: LED Irfe by minimizing LED junction temperature. alter 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-ftxture Color Color Stability: LED Color temperature is warranted 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@mblighting.com Website: www.rablighting.com Copyright© 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 3 Technical Specifications (continued) I Other HID Replacement Range: Warranty: Replaces 35-10OW Metal Halide RAB warrants that our LED products will be free Buy American Act Compliance: from defects in materials and workmanship fora 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 rablichtind.com/warranty. Equivalency: Equivalent to 70W Metal Halide Dimensions 2& a [6rl�0701 4 __7 Juntion Box Mount (121 76] Configuration r 2" 233' (53,87] 153.67] 160701 pastiT—+ C' + FP — 11 t r 5" 1�601 1127 001 Page 2 of 2 Optical BUG Rating: B1 UO GO 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 0 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 3 of 3 STILO WALL FLAT Wall Mount LED Fixture Concept Wall mounted LED fixture. Materialm Anodized extruded aluminum body and powder coated in Ferrite Grey finish die-cast aluminum optical unit and terminal. Consult factory for marine grade cataphoresls palming treatment to be used from ocean shoreline to V2 mile inland. Fixtures located in marine environments are not to be in direct contact with salt for extended periods of nine or used with corrosive agents. i Optic High luminous efficiency pure aluminum reflector. Ultra flat sand blasted methacrylate protective screen. Mono emission and Biemisslon versions. Mounting: Unit Installs directly on wall, Comes with a 316 grade stainless steel bracket The body can be adjusted from +/-0° up to+/-g varkaly and+/-4° hodzontaly. 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-bcK max 4"x4'. Finislx Ferrite Grey other. IP67 Integrated electronic power supply. Driver box fined with IP67 watertight connectors and drive[ Delivered Lumens Monoemission Cannot OvTOv dimming available. Remission can be connected to one or Wattage 3000°K 4000°K two dimming circurts. = 24W 2108Lm 2178Lm Color Temperature: 27000K 130000K/ 35000K / 40000K Asymmetric _ 37W 28921-m 29881-m Wattage: Monoemission 24W & 37W (A2, A3, E2, E3),15W (P), tIW (Si) = ZqW 2315Lm 2391Lm Biemisslon 48W (AA, EA, EE), 27W (FF), 20W (SS) Elliptical = 37W 31751-m 328OLm CRt RaS4(2700K 3000K 4000K)/Rego (35001q Effect = 15W 291Lm 3121-m Lumen Maintenance(L70k 50,000hm Narrow Spot = 11W 543Lm 582Lm Colculol for LED Portums are bused on measurements Oct comply w11ri IES LM-80 Blemission voltage: 120-277V AC 50/6OHz Wattage 3000°K 4000-K IK Rating: IK09 Asymmetric/ Asymmetric = 48W 42161-m 4355Lm IP Rem IP66 I Elliptical / Asymmetric = 48W 4923Lm 4568Lm CertBkatlons: cULus Wet Listed E488257 Elliptical / Elliptical = 48W 4629Lm 4782Lm Tested in accordance with LM-79-08 Effect / Effect = 27W 584Lm 6251-m -Title 24 commercial installation compliant Narrow Spot/Narrow Spot = 20W 10871-m 11651-m a Consult factory for marine grade cataphoresis treatment. Warranty: 5 year limited warranty PRODUCTCODE DRIVER TYPE MOUNTING FINISH 9A551oN oPncs COLOR TEMP —41L0 ND — Non -Dimmable W— will FL— Flat FE— Femte Grey M— Monoem— llia AsymmamIc24W6Tx86' 27— 2700K 10 — 0.1DV Dlmming A8— Asymmetric 37W 6r x se, so— 3000K E2— EIIIptical24W4Yx79' 35— 3500K U— Elliptical 37W 42'x 79- 40— 4D00K Ft — Effect 15W GW x 95- irnssoryRequlretl, see Page 2) 51 —Narrow Spot flW 9' a — Blemlwlon M— AsymmebldAsymmelrk 48W 61'x86'+6rx86° EA— EllplicallAsymmetric 48W 42'x79°+61'l EE— EIIIplkaliBllpllcal 48W 42'xTX+42N79' _ HFect/EHed 27W 68k95°+68`l Mill Opticul AccessorYReltuirerl see page 2) as— Narrow SooVNarrow Soo[ 20W 9'+T —724— Views—4.73-- 473' nao 6g' S.9• Backplate Tergelt USA- ATargettl Group. Company - 756Aw17ma Cooa Mom,CA92627 - Phone(714)5111991 - Email: targelluss®tanem.com - www.Targelfli - 03.16.20 Page l of 111�111111,V LLA60RATlVE . EI ECTMCAL ENGll WWW.PACE-ENGINEERING.CGM Ise. No. 043854 r'�o,f 713 / 20 v SIONAL� ^� E 0 � U N vi N o > E w E j Y LL o 3 LL W 0 K LU t Q< J U 00 > oo N Z i V X Li Q 19 ILL. Ln X N SU >LLin, a c UO3 Cn O N Un d M a � ko H W O 2 t9 0 K Q > w_ X U Q Z 0 > W 7 O Z O f f #19110 Z I-_ H F a w w w Of 2: 2: E U) E f uJ 000 p U U U 0Z „zzz — 000 W U U U uJ DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY J. STUTZMAN SCALE N/A z J M� W W U LL. U. a_ 0 _J J > Q yJ 0 U� 0 W QU n/ Lu WLL < u� W ' ` _J Q i W W U W G>`' W 7.1 JOB NO. 43567 SHEET NO. SE5.1 c 0i .q c p r ra m C 0 a: va �O K0 2Z 00 0 c T m 'o E a c c N m c a0 =) o 0(D in z„ 0 M n � aKi Fly`o d0 � 3 n� iuc o_ �2 d m 10 0 E Ev 0 c o alla o 9 d9 a 'n o C� v, v, m 2 W C � O a'po yN Ol L E