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HomeMy WebLinkAboutSDP201900072 Plan - Other (not approved) 2019-11-25BEAVER CREEK - MEDICAL OFFICE BUILDING FINAL SITE PLAN REF: INITIAL SITE PLAN SDP 201900051 COUNTY OF ALBEMARLE, VIRGINIA TAX MAP PARCEL AND OWNER INFO: PARCEL 06000-00-00-03800 WEST END SHOPS -WEST LLC 2246 IVY ROAD, SUITE 5 CHARLOTTESVILLE, VA 22903 ZONING: HC - HIGHWAY COMMERCIAL ENTRANCE CORRIDOR OVERLAY AIRPORT IMPACT AREA OVERLAY MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504) 885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 7/18/2019 DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE WATERSHED: MOORES CREEK - NOT A WATER SUPPLY WATERSHED SETBACKS: FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW; 30 FT (MAXIMUM) FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 20 FT (OFF-STREET PARKING OR LOADING SPACE)* ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE *APPLICANT HAS SUBMITTED SPECIAL EXCEPTION TO WAIVE 20 FT BUFFER REQUIREMENT ADJ. TO RESIDENTIAL STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) PROPOSED USE: ±26,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 106 SPACES PROPOSED PARKING: 106 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: 1.00 ACRES PROPOSED IMPERVIOUS AREA: 1.24 ACRES AREA OF PAVED PARKING/CIRCULATION: 0.93 ACRES PROPOSED OPEN SPACE: 0 ACRES PROPOSED RECREATION AREA: 0 ACRES TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 26,600 UNITS: SF (GFA) WEEKDAY ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 11/25/2019 Seio'la UNIVERSITY M A D I S 0 N VILLAGE PARK CONDOS CONDOS arse HUNTINGT0N VILLAGE Fw2 9 /4 y'9n The Ivy Inn John Paul Jones 3 5 43' Rd 17 © Shenandoah Joe Ivy SITE LOCATION St. Anne s-Belfield POPLAR GLEN School 0 zaz zso e� LEWIS MOUNTAIN t St Thomas Aquinas Church cN w,g Mo,nr,kn VICINITY MAP 1"=1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN THIER TELEPHONE: (434) 533-0788 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C4.0 SITE 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 TOTAL = 16 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 DATE 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 I ic. No. 040204850, 1 1 /25/l q M E O O C) U N Ui N C Q O > E W E LU QLL+' LL o Lu M � J U co W J — Lr' d Cr)"U` LY NO � Q:x O U) Q �OJG �LL- oa =� � = U > Ln aLn C O N N L M d � CO J O W k.0 [--- z O U U) w z O V) W ry DATE 11/25/2019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z H� 0 J �1 MD W LU U Hq LL LL Oa z J (� � w > w U z co o Q U W Lj w J QO > w U m Q Y w w oC U oC w Q w 00 JOB NO. 43567 SHEET NO. Co. 0 L GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 36. SEPARATE DEMOLITION PERMIT REQUIRED FOR EXISTING BUILDING REMOVAL ALONG WITH UTILITY RELEASES. 37, BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 38, RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2A (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3A OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH -� CENTERLINE OF DITCH BENCH MARK . . CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 i PROPOSED SPOT ELEVATION 1O PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes SEWER - g EXISTING SANITARY SEWER 6" W 0. 6" W !T! 6" W WATER EXISTING WATER LINE PROPOSED WATER LINE PROPOSED VALVE PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT Albemarle County Engineering Final Plan General Notes Page I of 4 1. Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal -vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). rj C AIGW. J. Y,9FATZSK '- I ic. No. 040204850, I I /25/l q M E O O C) U N Ui N C Q O > E w a5 E -� ~ U U') Q LL o 0 LL L w O o cl� LLJ M a_j UGo LUJ - Lr) a > o U LY N z� 110 � Q x O Q C2 W ai " = U > a �Ln rn O N N � - M a� CO J CD LU 0 0 0 w w U Q z 0 0 CL 0 z 0 a U w 0 z 0 V) w w Q 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A LU U Hq LL LL O z J J (� Q Ill U~ > z Q O 0 Q w Q LU J C w G LU m �-- Q O V LIJ LU W U JOB NO. 43567 SHEET NO. C1.0 L m CG-9D WIDTH OF ENTRANCE A ­*--1 R qp� /p WIDTH OF ENTRANCE - - - z� US LIMITSLSOFPETDESTRIAN LIMITS OF PEDESTRIAN STEEL CAP R=Y4" CONTROL JOINT SPACED AT WIDTH OF WALK NON -SLIP BROOM FINISH =' I0,;T . _ _ _ _*� OFROM EXPANSION JOINT AC EE 0 = © ACCESS ROUTE R Uhp eqC m SPACE NON -TRAVERSABLE _' UNPAVED SPACE 9(F0 OF SLOPE e �1" VARIABLE WIDTH' MAX. CROSS SLOPE 2% !7 « ` ) w a spq F Fw� 0 6" DIA. STEEL PIPE ° ° EXPANSION JOINT AT MAX OF 30', WITH r k ° PREMOLDED EXPANSION FILLER /4 ti`.' ( CRIAJG 7 J. hi.�'FARSKI . ° a ° a a ° aj\�jj \ 4 \\ o 0 oa o o 0 0 0 0 0 o o o\ /\ \ EXISTING OR PROPOSED WIDTH OF SIDEWALK OR SIDEWALK SPACE �+ w CURB INCLUDED IN z ENTRANCE ENTRANCE GUTTER cwi EXPANSION JOINT } _- w N z e e4\/�\/\ FILLED WITH CONCRETE AND POWDER COATED COLOR TO BE ° ° L7C.Ei° U4Z1�4�SO% I I /25/I c C za w © - - 0 SELECTED BY \ ��� v7� ji_i'I o z LIMITS OF PEDESTRIA LIMITS OF PEDESTR AN Ld w z ACCESS ROUTE NON TRAVERSABLE _SLOPE 4 CRESS ROUTE OWNER) /��/ a a ``' z �� CONC. WALK 4" 3,000 PSI AIR -ENTRAINED CONCRETE PEDESTRIAN ACCESS ROUTE DETAILS WITH & i0 FLOW LINE Z WITHOUT UPAVED SPACE PAVEMENT PATCH ' COMPACTED SUBGRADE 4 TYPE 21 B STONE COVER w ENTRANCE WIDTH ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS 1, 3„ = r OF PEDESTRIAN ACCESS ROUTE p EXTEND BEYOND EXISTING r DESIRABLE MINIMUM 16' 15" OR PROPOSED VDOT RIGHT OF WAY. ` r e a, ° a a a°° e a° •e d DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS CD E O1 rV z) EXPANSION JOINT ABSOLUTE MINIMUM 12' _ _ _ _ _ ,_ _ _ _ ° Q ui EDGE OF PAVEMENT 'II-III=III=III=° . =III-III-III=11' ° NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN © PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS '�j , ' •, ACCORDANCE WITH VDOT STANDARDS. v E L' I = ' UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT p PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A '�% . ' . ° °• BE APPROACHED, ENTERED AND �e ° �. �• HALF PLAN A 3.5' e y I > USEDI BY P DESCAN TRIANS. : o00o aoo e 2'-0" DIAMETER e 3,000 PSI AIR -ENTRAINED //\\�\\�\\�\\ Q p ILLL �r IF PEDESTRIAN ACCESS ROUTES © ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS ^ • CONC. FOOTING COMPACTED SUBGRADE 4" 21-B STONE CONCRETE SIDEWALK PAVEMENT SECTION W Lu r) REQUIRED WITH A MAX.2/. CROSS SLOPE. SECTION B-B e' a J u z WHEN USED IN CONJUNCTION WITH STANDARD • 2" MINIMUM CONCRETE No Scale w - 0) ,_ � 0)STANDARD O CG 3 OR CG 7,THE CURB FACE ON THIS IS TO BE ADJUSTED TO MATCH 2 0 THE MOUNTABLE CURB CONFIGURATION. BELOW STEEL PIPE CONCRETE SIDEWALK JOINT DETAIL C, N U LY M a - Scale SIDEWALK SPACE PARABOLIC EXPANSION JOINT WITH z �- U SPACEED URVNO p PREMOLDED EXPANSION Q 0 cn Q U) LLARD DETAIL o. o. o NORMAL GUTTER ® ® __--- ® * * FILLER, "ZIP STRIP" OR o a � o * I o o.;� • r;. o. ° o•o *O% TO 10% CHANGE •� �� o�o� Rale RESERVED RESERVED SEAL WITH 1/4" SEALANT tz `� > z O o o.o �oo•000:oo•o PARKING PARKING SILICONE SEALANT Q Ln ~ a,o.o I SECTION C-C CONCRETE BUMPER BLOCK NON -SLIP BROOM FINISH c "' o N > 6" AGGREGATE BASE CLASS A3 (H.E.S.) CONC. TYPE ISIZE zt6 r 2`0"� 5' 0" 5' 0" A POINT OF GRADE CHANGE 12% MAX. SLOPE ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN WWF 6x6 W2.9xW2.9 2 U) L r, CO w FOR CURB AND GUTTER ONLY * 12 %MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALSr. N FOR SIDEWALK, CURB AND GUTTER ° ° o• LOCATION VAN ( ) HANDICAP SIGN �'� v a a � 10" 3,000 PSI AIR ENTRAINED PORTLAND • 1a LU 1O ~ BUILT CONCURRENTLY X X x 3 %MAXIMUM DECREASE IN SLOPE FOR FIRST 10'INTERVAL AND o • c 8 % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS % LOCATION (TYP.) �TM �� a ° CEMENT CONCRETE SECTION A -A SECTION D-D�7 i 1 $M-$500RE $M-�� o 0 0�0�0 0 010 6" TYPE 21A STONE COVER cri � 700 0 o TOW AWAY ZONE TOW AWAY ZONE �� o EDP EDGE OF PAVEMENT / / /� �\\ \,/ ` /\\ / /�� �� /\`� COMPACTED SUBGRADE (CBR 11.2) \VDDT ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE PAINTED VAN O SHEET 1 OF 1 REVISION DATE s0z PER 2% MAX. 18 18 6' ABOVE AC CESSBLE U ABOVE _ 203.03 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION VDOT 4" FINISHED FINISHED � cc-2 „ y~4 SPEC. PAINTED GRADE GRADE ° p j STRIPE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS w (TYPICAL) 9' SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR U a NOTES 18' 5' 8' 1 11' 5' I I _ PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING z 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) 0 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ACCESSIBLE ACCESSIBLE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL (/) DATE No Scale 4000 PSI IF PRECAST. 4" 2" R HANDICAP SPACES REGULAR SPACE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 1112512019 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS O RADIAL CURB. >_ 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH D� D 2.0" ASPHALTIC CONCRETE SURFACE DRAWN BY VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN AS 3" (15" DEPTH) OR INCREASED AS MUCH As D.;' D.e 3" (21" DEPTH) IN ORDER THAT THE BOTTOM BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. COURSE - SM-9.5A K. MELLON PICAL PARKING SPACE DETAILS rNo OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. pD• ' pDp ° 3.0" INTERMEDIATE BASE COURSE - BM25.0 DESIGNED BY K. MELLON OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE w o� . o� FOR A DECREASE OR AN INCREASE IN DEPTH. r ' ' D.e D.p D SURFACE O O O O O O O o 0 0 0 0 0 0 • cale RKING SIGNS FOR THE DISABLED kN� 5 CG 2 IS TO BE USED ON ROADWAYS MEETING ;oo DD SCaIe O O O O O O O TYPE 21-B AGGREGATE • THE REQUIREMENTS FOR CG-6 AS SHOWN IN w 8 SUBBASE COURSE APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, n IN THE SECTION ON GS URBAN STANDARDS. 0 O O O O O O O o 0 0 0 0 • CHECKED BY b. D b., e D po. oo. BASE EXISTING PAVEMENT PROPOSED PAVEMENT 0 \ \ \ \ \ \ \ \ \ • C. KOTARSKI SIGN SCALE o- STD. U POST SAWCUT THROUGH MATCH EX. CROSS COMPACTED SUBGRADE ;o. o U EX. SURFACE w SLOPE UNLESS OTHERWISE GALVANIZED N/A 2" RADIUS SUBBASE � COURSE x SPECIFIED ON PLANS W uJ &REMOVE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS i o. 6„ PAVEMENT PROPOSED 2' MIN. SURFACE / n ° D. SURFACE D.p � 2 + COURSE v HEAVY DUTY ASPHALT PAVEMENT SECTION 6 EO BASE EXISTING PAVEMENT No Scale am H4 POST TO BE 0 DRIVEN SUBBASE s" 12" MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A �� 8 TYPE 21 B AGGREGATE BASE COURSE lIll-1 ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT - - '�//��//�\//�\//\//��//�//\//� COMPACTED SUBGRADE �j�/�/\/\/�/\/\/\/ Lu U SPECIFICATION XVDOT REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS H LL 105 PAVEMENT REPLACEMENT JOINT DETAIL N AND POST DETAIL kNEcale REVISION DATE SHEET OF , 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 1 U. N 201.01 No Scale O z J GG 6 WP 2 LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale C7 NOTES J � 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENINGuj 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, PSI IF PRECAST. �4000 Q 72„ x 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) EDGE EXISING PAVEMENT (AS DETERMINED IN FIELD) 7-1/2" 6' LENGTH U z C) SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. TACK COAT THE PROPOSED 0.5' FROM EP u1� O 1 1 Q U z 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 5" W J SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF - - - - - - - - - - - - - - � rn THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION AND EXISTING SUBBASE PROPOSED SUBBASE O� O�� O�� O O ANCHOR WITH 5/$" REBAR Q C z G LU jjj DESIGN SPEED AS SHOWN IN APPENDIX A OF - - - - - - - - - - - - - - - - - - - - - - �� IMBEDDED 24" IN GROUND; CD I- 4" 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. COMPACTED SUBGRADE O O�O� O 2 PER WHEEL STOP ' Q O CONSTRUCTION JOINT DETAIL Z ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS i0 D D ® PROPOSED MINIMUM 1 /Z INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) W 1u;1 D D D x MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS ' 1 ' D D D D D AS DETERMINED BY CORES (SEE NOTE 3) W PRECAST CONCRETE WHEEL STOP No Scale D D D D D NOTES: D v D o D o D D 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. v THE BOTTOM OF THE CURB AND 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. 6" 2'-0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A /THISEA 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. MAY BE CONCRETE MINIMUM DEPTH OF 7" THE OPTION OF THE CONTRACTOR IS MAINTAINED. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. W 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. /\ I Q 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 6„ ui 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS � ° � AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. ° EP m 5' W JOB NO. 43567 SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER XV00T ROAD BRIDGE XV DOT SPECIFICATION ROAD AND ASPHALT PAVEMENT WIDENING REFERENCE AND STANDARDS BRIDGE STANDARDS CURB TRANSITION DETAIL SHEET NO. REVISION DATE SHEET 1 OF 1 105 SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 C1.1 201.03 No Scale 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION L V-0" (TYP.) STEEL BOLLARD (INTERIOR) (TYP. ) d ° p ° � A ° (TYP.) PLACE 5' GALVANIZED " WITNESS " POST WITH I 4° 1 �' I 0 ASPDIREC ED. MA KERPED ENDS D LOCATION MAY BE SUBJECT BLUE IN REMOTE AREAS ° a � Sr-1 °I 4 ° I \ I 1 - 0rr (TYP.) 1 TO HIGHWAY DEPARTMENT APPROVAL. ° ° NOTE, MIN. 60' DIAMETER MANHOLE d #4,GRADE 60, REINFORCING ROD ENCASED IN - A ° ° ° $ $ REFER TO ARCHITECTURAL PLANS FOR REQUIRED, A CORROSION RESISTANT RUBBER OR OTHER O ° ENCLOSURE DETAILS E= ° NO. 6 GALVANIZED STEEL STEP MATERIAL APPROVED BY THE ENGINEER. FINISHED GRADE (DIMENSION MAY VARY WITH MANUFACTURER'S I. STEP ° DESIGN) 00 ° ° ° <TYP.) DROP MANHOLE PVC CROSS <,o CORROSION RESISTANT ° d MATERIAL A°d d °USE APPROVED FLEXIBLE RUBBERa a ° ° STEEL BOLLARD (EXTERIOR) z' BOOT,# 4 REINFORCING ROD ° ° a ° (TYP.)TYPICAL SECTION 00 ' ° a o 0=2 j I ADJUSTABLE TRAFFIC RATED DUMPSTER GATE (SEE° VALVE BOX W/ LID 06' GASKETED OQ a°a°°°°DETAIL THIS SHEET) - STOP COUPLING � z u 27' 'Mi 45- CHAMFER 21'-0" Iy /I DENOTES DUMPSTER PIPE STRAPSDRQP PIPE SPACED EVERY Fp�� " (2 PER DUMPSTER PAD) �° � �° (STAINLESS STEEL) �•� � " - - 2' VERTICALLY V' °T LAYOUT ,., 90° RESTRAINED BEND SEWER N e INFLUENT ° . PIPE NOTES: 4X 4 6 /6 WELDED M.J. GATE VALVE I/+ •1i.: STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF e > MAIN 5/ 4. 4' 0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. 2rr WIRE MESH '' q a ' ° e rrEWER - -fEl I !# 41 ALL STEPS SHALL PROTRUDE 4/2" FROM INSIDE FACE OF ° ° 4 ° I / c' a' 4 . ¢ a ' ¢ PIPE STRUCTURE WALL. 7� MAXIMUM STEP SPACING TO BE 16" C-C. } 6re CLASS A3 CONC. PLAN � I STEPS SHALL WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN R EXTENDED 41/2" FROM THE FACE OF THE SUPPORT. �� o- 4 21A STONE PROFILE STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED ,/ ,/ ,/ ,/ ,/ ,/ ,� ,� / ,/ ,/ ,• MIN. 6' BEDDING WITH NO, 68 STONE WATER LINE TYPICAL SECTION FOR THE ENTIRE DEPTH OF ANY STRUCTURE. ������i���i����i���i�i --COMPACTED SUBBASE d N PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED I }/ (DIMENSIONS MAY VARY WITH INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED 8Y THE ACSA, BUT SHALL NOT BE LESS THAN TWO P I MANUFACTURER'S DESIGN) MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS DETAIL ^' CONCRETE DUMPSTER PAD (2) FEET. FROM NSHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUMIMUM REQUIREMENTS SHOWN HEREON AND THE 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 2500 P.S.I. CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND THE DROP FITTING WITH STANDARD GASKETJOINT. CONCRETE a 2'X 2' BEARING AREA. CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS NOTE : CONTRACTOR TO VERIFY WITH ON -SITE REEVED OFCSUCH TEIPSEN APPROVAL FROM THE ENGINEER FOR THE USE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE THRUST BLOCK 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF 4 v ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT DETAILS. STAINLESS STEEL. M SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT n v � a v ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH TO SPRING LINE OF MANHOLE INVERT. ASTM B221, ALLOY 6005-T5. t� THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE a- 1 7' - 1 " 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. ��CV•Q .11Y� UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS FILLED ALUMINUM PIGMENTED COATING CONFORMING TO FEDERAL W W 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. SPECIFICATION TC-C-00498A 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. ALUMINUM STEP 0 TWO 8" DIAMETER DROP CONNECTIONS. \ 1 x6x6 TREATED BOARDS TYPICAL GATE VALVE SPECIFICATION �VDOT BOLTED TO IRON FRAME STANDARD INTERNAL DROP CONNECTION REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS NTS N.T.S. REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION FIG. S-1-C2 FIG. I106.09 4-P 101 TRANSITION BETWEEN d d PPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I SHAPE TO CONTOUR I I OF PIPE I I I I I / ^ I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF TO INVERT OF STRUCTURE. OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR / / CLASS C1,EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE II I SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE �/' 'q 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 0-13 PLAN 1` METHOD OF TREATMENT IN MANHOLES VDO ROAD AND RIDGETANDARDS STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE SHEET 1 OF 1 REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION I" COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K' SOFT COPPER 1'x1NI" TEE NOTE. NO SWEATED FITTINGS DUAL SERVICE 1' TYPE 'K" SOFT COPPER SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. LOCKWING BALL YALVE NLT 38' MIN. OUTLET) ULE ) 1/8 BEND COUPLING-\ /�, / p`s_ / FOR USE ON ATTACHED FAMILY RESIDENTIAL SERVICES ORRDUAL RESIDENTIAL AND IRRIGATION SERVICES. O 0 2 R 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL O FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. -CAST IRON LID FINISHED GRADE 12"-15 L-CORPORATION STOP ;ale"**`,,;FIT :'{%-'z`�i -BRICK AS "`i:, j^7, NECESSARY SAND OR DUST UNDERyy+',�= ?E1r^ 4' DIAMETER DRAIN PIPE, 12" '�!':"`"'ij BOX AND SETTER (2-INCH i5 `: �,.�*-`.. S'•+^'.":; LONG STONE POCKET, VDOT MINIMUM THICKNESS) ti� ;ya;>'°'�;t%=: SPEC. 203. NO. 57 ACGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NTS FIG. W-6A 44" MIN. + 60" 36" �a ' (22.5" FOR COMPOUND METER) 1B MIN. 17.5'-� 37" MIN. T 12- MIN. WINGNUT LOCKING ASSEMBLY QD t NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN -PLACE VAULTS SHALL BE 4". MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT (2" METER) NTS FIG. W-7C 05 STEEL BOLLARD (EXTERIOR) N/11 74/0 • • d47 q q v • ' a • d d e 2x2x3/16 CANE BOOTS d; e q ANGLE IRON FRAME DETAIL,- DUMPSTER GATE DUMPSTER PAD & ENCLOSURE DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/SOLID LID (NEENAH R-1975 OR EQUIVALENT) - 3" CONCRETE COLLAR --CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale 2"x6" RAIL 6"x6" POST @6'0./C.± 1"x6" FENCE BOARD - DOG EARED "x6" FENCE BOARD "x6" POST N®EEME®®®®NEWEEMES RAIL T TT T 11-1-1-1-1-1 -1 -1 J A- ITT CONCRETE FOOTING 3,000 PSI @ 28 DAYS - 4" VDOT #57 STONE 18" DIA. SCREENING FENCE DETAIL No Scale NOTES: ALL LUMBER TO BE PRESSURE TREATED, SOUTHERN YELLOW PINE. ALL FASTENERS TO BE GALVANIZED. o r HIT. STEP RYP.) e II N TE, MIN, 60' DIAMETER MANHOLE REQUIRED. 20P MANHOLE PVC CROSSt� USE APPROVED FLEXIBLE RUBBER BOOT, o�rT C, _ GASKETED Q STOP COUPLING o�0 27'7 PIPE STRAPS ` 1 ,• DROP PIPE '. •' (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY 90* RESTRAINED BEND :.._ ° rirc d' MAIN A SEWER 4 PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE101NTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* EMBEDMENT 8"MIN (6" LIFTS) * THOROUGHLY COMPACTED SPRING LINE OF PIPE O BY HAND OR APPROVED MECHANICAL TAMPER HAUNCHING NO, 68 STONE - - BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 • •• �+ • 7 CU. FT. ALVE BOX ONEA V 8.. x 6„ TEE 2500 P.S.I. CONCRETE BASE AND THRUST :..,• el r; �e BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE : 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W-4 REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED TAMPER OF PIPE OF O HAUNCHING NO. 68 STONE - _ BEDDING 6" max 4" min FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE : 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 ) iN ( I J. K9I kTZSKI Lic. No. 0402048507 ONA M >_ 0 0 M u N >E Lu aLL� 0 LL O n Lu O ro rl Cif W C M aJ U00 Z Lu H - Lf) O IN CD W Now H Z U Lu 9 Gj L. L 0 0 0 Q = V > O H C Ln H rn V) N Lu Q) M CL 00 J lD � (n O 2 cD O 2 H- 0 Lu W_ UJ = Q U Q z O (j DATE 1112512019 O r DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE ® N/A • (n z 11111-4 0 J 1 11 D W Lu U 111111-4 LL L M O Q (!) z J F-I J � I\\ -I I ' I / W U o z H� z) C) Q O L LU Q W J w Q v, LU LLI LU ED Q O Z w w U ce w w JOB NO. 43567 SHEET NO. C1.2 00 O O U) z 0 0 0 c � m o a � c 0 m 0)0- o 0 c C0 3 Z n O G�i � a � x F- Iv w O O L 0 d O O '3 a CM Y N TO 0 0 75 X C 0 .O O U P � 0 c o c o G) 0 c U N 0 m a O ma CU U � 0 ,n 0 (n. 03 U �L c N GT U O c 0 � U CL o 0 -� �=E L_ April 2015 Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) aa3Hd AHOM adou OV3HV OVU 3Nd1 ]NO av3wv SdINIS �-- --�T 31®Ylntl d01S Ol 03add3dd 38 0 u, �T m m co N011b'1S 'LE100 IJ + 009 numom 0d0H IF ON3 � r PORTABLE TEMPORARY RUMBLE STRIPS SEE NOTE 14 (OPTIONAL) 1: Revision 1-4/1/2015 Page 6H-54 Page 6H-53 W20-7 3-4 10TE 9 1 W20-V26 SEE NOTE 14 N20-1 April 2015 Typical Traffic Control Non -Stationary Operation on a Two -Lane Roadway Using Flaggers (Figure TTC-24.1) -NOTES Guidance: 1. Sign spacing distance should be 35W-500' where the posted speed limit is 45 inph or less, and 50W-800' where the posted speed limit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the flagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. Generally speaking, motorists should have a clear line of sight from the graphic flagger symbol sign to the flagger. Option: 3. Where Risiht-of-Wav or ueometric conditions prevent the use of 48" x 48" signs. 36" x 36" slans may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on Page 6H-5). 5. The Flagger (W20-7) symbol sign shall stay within 'V2 mile of each flagger. Guidance: 6. Additional Flagger symbol signs should be placed at `Y2 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 (W3-4) sign, then the advance warning .signs should be readjusted at greater distances. Standard: 9. All flaggers shall be state certified and have their certification card in their possession when performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 10. A shadow vehicle with at least one amber rotating, flashing or' oscillating lights shall be parked 80'-120' in advance of the first work crew. 11. The maximum length of the work area shall be two miles. l: Revision 1 - 4/l/2015 © KNOX" Knox -Box® 3200 Series Serving First Responders Since 1975 HINGED DOOR MODEL Recessed Mount High Security Industrial/Government Key Box with Face Flange aewertr �L a 1Sm EauiE0 Front View Surface Mount CE The number one high -security KNOX-BOX® is used for most commercial applications including businesses, schools, government and public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access cards and other small items necessary for emergency access. The hinged -door 3200 Series KNOX-BOX is more convenient than the lift-off door version because it allows single-handed operation and opened or closed, it's all one unit. Features and Benefits • Holds up to 10 keys and access cards in interior compartment • Ensures high security. Box and lock are ULO Listed • Includes a Knox -Coat° proprietary finishing process that protects Knox products up to four times better than standard powder coat • Resists moist conditions with a weather resistant door gasket • Hinged door allows single-handed operation • Colors: Black, Dark Bronze or Aluminum Weight: Surface mount - 8 lbs. Recessed mount - 9 lbs. Options • Alarm tamper switches (UL Listed) • Recessed Mounting Kit (RMK) for recessed models only • Inside switch for use on electrical doors, gates and other electrical equipment Heavy 1/8" Thick Stainle55 5tainle55 Steel Steel lock cover - Door Hinge 4" Hole for El tamper Seal o- 1/2" Solid plate Steel door with gasket 1/4" Solid Steel housing 100% welded 3200 Surface Mount Front View Side View 7" WIDE 3" DEEP 7 HIGH El Flange (recessed model only) 1/4" Steel case, 100% welded T' x 7' flange (recessed model only) 3-3/4" - 3200 Recessed Mount Ordering Specifications To insure procurement and delivery of the 3200 Series KNOX-BOX, it is suggested that the following specification paragraph he used: KNOX-BOX surface/recessed mountwith hinged door, with/without UL Listed tamperswitches. 1/4" plate steel housing,1/2" thick steel door with interior gasket seal and stainless steel door hinge. Box and lock UL Listed. Lock has 1/8" thick stainless steel dust cover with tamper seal mounting capability. Exterior Dimensions: Surface mount body- 4"H x 5"W x 3-3/4"D Recessed mount flange- TH x TW Lock: UL Listed. Double -action rotating tumblers and hardened steel pins accessed by a biased cut key. Finish: Knox -Coat® proprietary finishing process Colors: Black, Dark Bronze or Aluminum P/N: 3200 Series KNOX-BOX (mfr's cat. ID) Mfr's Name: KNOX COMPANY KNOX COMPANY • 1601 W. Deer Valley Road, Phoenix, AZ 85027 • (800) 552-5669 • (623) 687-2300 • Fax (623) 687-2299 • Web: www.knoxbox.com • E-mail: info@knoxbox.com ACO DRAIN One meter channel F010111111111111TRAL E I1�I ��1II a�1 I�1 u/ • 1 .1 uu Knock -outs included on every 5th channel Half meter channel Top 19.69" (0.5 meter) 13.86" (352 mm) 11,81"(300 mm) 11.81" (300 mm) to 19.69"(500 mm) 14.25"(365 mm) 22.6T 1576 mml Outlet Product Outlet size (Sch.40) Invert Depth GPM CFS A Bottom outlet - SK3-00 6" round 11.81" 421 0.94 A Bottom outlet - SK3-040 6" round 19.69" 544 1.21 B Bottom outlet -SK3-00 8" round 11.81" 748 1.67 B Bottom outlet - SK3-040 8" round 19.69" 966 2.15 C End outlet - SK3-00 6" round 11.81" 364 0.81 C End outlet - SK3-40 6" round 19.69" 500 1.11 D End outlet - SK3-10 8" round 13.78" 681 1.52 D End outlet - SK3-40 8" round 19.69" 863 1.92 E End outlet - SK3-20 10" round 15.75" 1116 2.49 E End outlet - SK3-40 10" round 19.69" 1304 2.91 F Type SK3-903D 4" round 29.80" 287 0.64 G Type SK3-903D 4" round 36.29" 319 0.71 H Type SK3-903D 4" round 28.22" 279 0.62 1 Type SK3-903D 6" round 36.29" 707 1.57 I Type SK3-903D 4" round 28.37" 280 0.62 K Type SK3-903D 4" round 34.87" 312 0.70 L Type SK3-903D 6" round 29.15" 626 1.40 M Type SK3-903D 4" round 28.59" 281 0.63 N Type SK3-903D 6" round 36.28" 707 1.57 0 Type SK3-903D 4" round 35.72" 316 0.70 P Type SK3-903D 6" round 35.72" 701 1.56 Q Type SK3-903D 8" round 36.28" 1237 2.76 R Type SK3-903D 6" round 34.78" 690 1.54 S Type SK3-903D 4" round 27.65 276 0.61 T Type SK3-903D 4" round 34.36 1 310 1 0.69 April 2018 Q S R P T Note: These are the pipe flow rates at the specified outlet, NOT channel flow rates.* Catch basin flow rates are without trash bucket - using trash bucket reduces flow. End Cap O 14.76" (375 mm) • 16.73"(425 mm) 18.70" (475 mm) yv 20.67" (525 mm) 0 �vv Total capacity = 15.59 gallons Type 904D In -line catch basin Notes: 1. Riser can be cut dow in 1" (25mm) increments. E 2. Maximum capacity including riser OR 27.82 gallons. 0 3. Add 12" (300mm) to all heights if cli using riser. Zn 4. Outlet flow rates will be higher due � to increased depth - contact ACO Sales Office for more details. 0.20" (5mm) wit 0 E a Bell end to fit D 6", 8" or 10" Sch. 40 pipes C -1 1.25" (32mm) www.ACODrain.us ACO DRAIN PowerDrain - S300K iron edged channels eee Description Part No. Invert Inched mm° Weight lbs. Description Part No. Invert Inches' mn19 Weight I lbs. SK3-00 Constant depth channel - 39.37" (1mj' 69041 11.81 300 140.0 SK3-28 Sloped channel - 39.37" (lm) 69028 17.32 440 176.8 SK3-1 Sloped channel - 39,37" (lm) 69001 12.01 305 140.0 SK3-29 Sloped channel - 39.37" (lm) 69029 17.52 445 178.3 SK3-2 Sloped channel - 39.37" (lm) 69002 12.20 310 141.3 SK3-30 Sloped channel - 39.37" (1mlD 69030 17.72 450 179.6 SK3-3 Sloped channel - 39.37" (lm) 69003 12.40 315 142.8 SK3-030 Constant depth channel - 39.37" (lm) 69046 17.72 450 179.6 O SK3-4 Sloped channel - 39.37" (lm) 69004 12.60 320 144.1 SK3-0303 Constant depth channel - 19.69" (0.5mp 69049 17.72 450 100.0 SK3-5 Sloped channel - 39.37" (1mP 69005 12.80 325 145.4 SK3-31 Sloped channel - 39.37" (lm) 69031 17.91 455 180.9 .� SK3-6 Sloped channel - 39.37" (lm) 69006 12.99 330 146.9 SK3-32 Sloped channel - 39.37" (lm) 69032 18.11 460 182.4 ywA SK3-7 Sloped channel - 39.37" (lm) 69007 13.19 335 148.2 SK3-33 Sloped channel - 39.37" (lm) 69033 18.31 465 183.7 SK3.8 Sloped channel - 39.37" (lm) 69008 13.39 340 149.5 SK3-34 Sloped channel - 39.37" (1m) 69034 18.50 470 185.0 SK3-9 Sloped channel - 39.37" (lm) 69009 13.58 345 150.9 SK3-35 Sloped channel - 39.37" (1mP 69035 18.70 475 186.5 SK3-10 Sloped channel - 39.37" (1mP 69010 13.78 350 152.3 SK3-36 Sloped channel - 39.37" (lm) 69036 18.90 480 187.7 SK3.010 Constant depth channel - 39.37" (lmry 69042 1378 350 152.3 SK3-37 Sloped channel - 39.37" (lm) 69037 19.09 485 189.1 SK3-0103 Constant depth channel - 19.69" (0.5mp 69045 13.78 350 84.2 SK3-38 Sloped channel - 39.37" (lm) 69038 19.29 490 190.5 SK3-11 Sloped channel - 39.37" (lm) 69011 13.98 355 153.6 SK3-39 Sloped channel - 39.37" (lm) 69039 19.49 495 191.9 SK3-12 Sloped channel - 39.37" (1m) 69012 14.17 360 155.0 SK3-40 Sloped channel - 39.37" (1m)D 69040 19.69 500 193.2 O SK3-13 Sloped channel - 39.37" (Im) 69013 14.37 365 156.4 SK3-040 Constant depth channel - 39.37" (lmy" 69048 19.69 500 193.2 SK3-14 Sloped channel - 39.37" (lm) 69014 14.57 370 157.7 SK3-0403 Constant depth channel - 19.69" (0.5m)D 69050 19.69 500 109.0 SK3-15 Sloped channel - 39.37" (1mlD 69015 14.76 375 149.1 SK3-903D IMine catch basin-19.69" (0.5mP 69053 3T40 950 99.4 SK3-16 Sloped channel - 39.37" (1m) 69016 14.96 380 160.5 SK3.904D IMine catch basin-19.69" (0.5mP 69054 49.53 1258 104.4 SK3-17 Sloped channel - 39.37" (lm) 69017 15.16 385 161.9 Series 600 Optional plastic riser 99902 10.0 !� SK3-18 Sloped channel - 39.37" (1m) 69018 15.35 390 163.2 Foul air trap - fits both 910 & 610 basins 90854 - 1.2 SK3-19 Sloped channel - 39.37" (Im) 69019 15.55 395 164.6 SK3 channel Universal end cap 96827 19.69 500 2.5 SK3-20 Sloped channel - 39.37" (1mID 69020 15.75 400 166.0 SK3 channel Installation device 97479 - - 4.9 SK3-020 Constant depth channel - 39.37" (lmrl) 69044 15.75 400 166.0 Grate removal tool 01318 0.3 SK3-0203 Constant depth channel-19.69" (0.5m(D 69047 15.75 400 92.0 SK3 ductile iron slotted grate@ 02445 50.0 OSK3-21 Sloped channel - 39.37" 0 m) 69021 15.94 405 167.3 SK3 ductile iron longitudinal ADA grate @ 96833 64.0 SK3-22 Sloped channel - 39.37" (lm) 69022 16.14 410 168.7 SK3 ductile iron 4-bolt 99592 50.2 • Ai SK3-23 Sloped channel - 39.37" (lm) 69023 16.34 415 170.1 SK3-24 Sloped channel -39.37"(lm) 69024 16.54 420 171.4 SK3-25 Sloped channel - 39.37" (1mP 69025 16.73 425 172.7 SK3-26 Sloped channel - 39.37" (lm) 69026 16.93 430 174.2 SK3-27 Sloped channel - 39.37" (lm) 69027 17.13 435 175.5 UNotes: 1. This channel offers bottom knockout feature: 6" & 8" round. • lv 2. Inverts shown are male end; for female invert depth subtract 5mm (=02') from male invert (except neutral channels where it will be same as male invert). To calculate overall channel depth, add 20mm (0.79'1 to invert depth. 3. Catch basin assembly includes grate, polymer concrete top, trash bucket and plastic base. • l'lok 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 jl�j a `4 Specifications Frost proof YES edge rail shall be at least 1/4" (6mm) thick. Salt proof YES General Dilute acid and alkali resistant YES Installation The surface drainage system shall be ACO Drain The nominal clear opening shall be 12" (300mm) The trench drain system shall be installed in accordance with the manufacturer's installation PowerDrain S300K as manufactured by ACO, Inc. or with overall width of 10.24" (260mm). Pre -cast units instructions and recommendations. equal approved. (Add appropriate grate - see grate shall be manufactured with either an invert slope of spec information). 0.5% or with neutral invert and have a wall thickness of at least 0.67" (16mm). Each unit will feature a Materials partial radius in the trench bottom and a male to The trench system bodies shall be manufactured female interconnecting end profile. Units shall have from polymer concrete with minimum properties as horizontal cast in anchoring keys on the outside follows: wall to ensure maximum mechanical bond to the surrounding bedding material and pavement surface. Compressive strength: 14,000 psi The ductile iron edge rail will be integrally cast in by Flexural strength: 4,000 psi the manufacturer to ensure maximum homogeneity Water absorption 0.07% between polymer concrete body and edge rail. Each ACO, Inc. Northeast Sales Office West Sales Office Southeast Sales Office Follow us on 9470 Pinecone Dr. 825 W. Beechcraft St. 4211 Pleasant Road 1p Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 t- "-' Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 543-4764 Electronic Contact: Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info@ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www.ACODrain.us © April 2018 ACO, Inc. This information is believed to be accurate but it is not guaranteed to be so. We cannot assume liability for resuhs that buyer obtains with our product since conditions of use are beyond the control of the company. It is the customer's responsibilityto evaluate suitability and safety of product for his own use. ACO, Inc. reserves the right to change the product and specifications without notice. v1.0 April 2018 www.ACODrain.us SPEC Z MR ►, O U � V� ( 0 " 0 Q CF AJGW J. KOTARSKi �- Lic. icier. 0402048507 /I'l . �OIVAL M O O rn U N ui > E w 6E Q L . t. o U. o w O ro ri Q W U o J w J - Lr) M > p N (D W N ') �IoJC oQ U) = U > � Q rn OLn N Q) ■- M d � 00 J CD LU �o I- DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A V z I­4 0 J ■ 11 D W Uj U 1­1 LL LL��^ Q V J O z J J F--i j < Lij Uz 11 Q Z) ° C) z Uj W J rn Q Z �+ / W LU ED Q Y w w oC U oC w Q w 00 JOB NO. 43567 SHEET NO. C1.3 L EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) APPROXIMA TE L OCA TION OF REL OCA TED WATERLINE AFTER IVY ROAD SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY. WATER VAUL T vy \ S4N R UTILITYEASEMENT - - GM \ �'qO �R APPROXIMATE LOCATION OF SANITARY PIPE, qB�F O(��. STORM PIPE/STRUCTURE, CURB, AND SIDEWALK PER IVY ROAD SIDEWALK PROJECT. COORDINATION WILL BE REQUIRED. lool MHS 568.87 \ TEMP. EASEMENT FOR ENTRANCE / r / \ \ P lNV.4 "1N=565.62 (W) SEE DB 5134 PG 766 ' - - , 1G�\\� \ l % SIGN I \ \ \ \\ ��FMF > _ ,_ 1NV.4"IN=562.70 (W) _ lNV.3 /N=564.45 (SW) =Sg��POLE INV.6"1N=566.02(S) 1 �P�F5X \� ` P s ,.P 1 \NV 0UT87N=5f;2.65 (E) `1�--\ - - - - - S Sf.-; - � � / �� � -POLE \ � '�\ �_ � - qNPOLEOHS - - _OH �/ PPWF / \\ SIGNI PPF 1 POL E \ - - OHU= 3 f �� IN,l , \ \\ \\\ \ \ \ N\ ' \ / MHS I y16 PPF1 �� - - y �\ \ / TOP 566.26 CZ)NI l frar )POLLS- \ SIM \\ \ \ ,.� sqN 1NV.87N=,559.81 W co d z , - - - - - - - - - -� _ � SI B / PF2326� '�1 \ \\ ` sgN�B' p ", INV.8"l=560.30(S) - PAVEMENT' \�� \ ! UY \ �� \ \ TC INV,0UT=559.96(E) Art / r \ TMP 06000-00-00-03800 \ \ \ _ - §7a.7s �l► O / W ST END SHOPS- WEST-LL-� \ \ \ PERMANENT DOM/N107V� - Q,DB 9805 PG 670 � � \ \ \ / � • / 1 ENERGY EASEMENT \ \ / I I 1.42,4C ES FROM RECORDED PL \ \ \ 20' I�OAL� RW / \� y / SEE DB 5134 PG 766 \\ �\ ------\ \ \DB 248 PG.Ci 11 / / �� - 9 �2246 IVY ROAD 1 TMP 06000-00-00-03700 N/ \ / s� JOSEPH W. & MARYJANE TEAGUE DB775PG154 ZONE: HIGH WAY COMMERCIAL 1 ) 5\ USE: COMMERCIAL (MORTUARY) N j / Z. 1 LAI�DSGA2E- / \/ 20" WALNUT IN, BUILDING \ 12 /' ®� a 1-1/2 STORY S�Q �E / �' % / / � TEMP. AC UNITS S AME D \ \ / TEMP. FOR Co ° / 'l �/ �5�6 / \ (ENTRANCE S�GN 1 l / h �\��/\ /� SEE DB 5134 RD \ �� ory� 5P % s>>\ PG 766 06 M I 0-)XP a1- -18" TREE ------------- r / r MHS l s / TOP=579.44 lNV.B"lN PVC=573.40 SIGN��INV.OUTS"IN PVC=566.66 - - - POLE I � _�-- - - PP I -AlR SIGN / //S8� \ - 12" - _ I-- I // / // - STONE 1� off I ----- �/ % WALL 1 / / TMP 06000-00-00-03900 RD \ // ' ` f / WEST END SHOPS -EAST LLC I 582, POLE R /F BUILDING R \ 15. pp' / / / j / - - DB 1805 PG 664 PP I 2STORYBLOCK RD N790 // / / ZONE: HIGHWAYCOMMERCIAL TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) PERMANENT VDOT MIA I I - - IPF BENT / IPF TMP 06000-00-00-036AO STILLFRIED LANE LLC DB 4709 PG 224 ZONE: RI RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) j AND STUCCO - \ 5O4 W Q� // / \` USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) 583 - - HC SIGN- I I I RD . - � �.. SIGN 584- W MHS F- _ Co \ 20' SANITARY l I / S M TOP 583.74 _ SEWER EASEMENT / i oo INV.4 IN=574.95 (NW) / I SD INLET7' - - I _ / I N/ INV.8"INPVC=574.74 / I TOP= 576.08 / 1 I DB 488 PG 624 gP N 1 / � � - - � � r / r / I � INV.OUT8"PVC=574.89-�-_____ 1 /Ny IN 6'PVC=574.83 / _ _ ---�j-VC.-_ _ r / „ Q%' / I 1 1 INV.OUT 12"RCP= 574.44 I I l ANGELAPIGN PAVEMENT /SD INLET I TOP=583.30 r INV.OUT 6"RCP-&81.50 I WOODEN FENCE/ I 5 SD INLET 21700' TOP=576.19 A INV. IN 12"RCP=573.79 N85°1644 "►N ® j INV.OUT 12"RCP=573.72 ® OO MHS ROD /F TOP=580.64 TMP 06000-00-00-04005 INV.4 "IN= 578.24 o a P CHARLOTTESVILLE INVESTMENT INV.IN 2-2'PVC=577.79 PROPERTIES INV.87NPVC= 575.84 DB 860 PG 568 INV.OUT=575.76 ZONE- R 15 RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) co 00 0 Q z SCALE 1 "=20' NOR 0 20' 40' O Q CRAIGW J. K9DkIZSKI Lic. No. 0402048507 kl�1,12 5/I cfi M O O V N � N C > E W Q U. 0U.0^ wo Q W co U W J - Ln M O N U W N �x C = U > 1.0 Ln rn O N LA � M a� 00 J M O (D M O 0 w LH U Q z O M O r ►7 �13 z O _d U w 0 z O W DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCA2 1 ,0, IL1 J w U 1--1 L z O Q ~ z O J (D > U z o � o U V L. J Lu z w m U) Q X W JOB NO. 43567 SHEET NO C2.0 L PP EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) APPROXIMA TE L OCA TION OF REL OCA TED WATERLINE AFTER IVY ROAD SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY. REMOVE \ \ WATER VAULT Sq/V PERMANENT VDOT j \ \ \ Y S CUT � \ � sq,V� v R o \ \ UTILITY EASEMENT �` - - s _ y \ �\ \ \ vq AO APPROXIMATE LOCATION OF SANITARY PIPE, I_ _ \ \ _ _ \ \ \ \R/-9B00-��509 STORM PIPE/STRUCTURE, CURB, AND SIDEWALK PER IVY ROAD SIDEWALK PROJECT COORDINATION WILL BE REQUIRED. \` \� ABANDONMHS SANITARY TOP=568.87 TEMP. EASEMENT FOR ENTRANCE / r / / , \` / \ \ \ Pq� LATERALS AT /NV.4"1N=565.62 (W) SEE DB 5134 PG 766 � �lGLv -- REMO � \ � \ 1 - _ i \ j� ,SIGN i \\FM �TMANHOLE INV4 /N=562.70(W) TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (MORTUARY) TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) ABANDON EXISTING GAS SERVICE TO BUILDING \- lNV.3 /N=564.45 (SW) \ � \�� � �_ � POLE REMOVE SIGNS INV.6"IN=566.02 (S) / \ - -- P1 (TYP.) // y RE OVA`\\�P FSX INV.DUTS"lN=5F2.65 (E) S Gni \ _ _ _ _ � � I l � SIGN \ \ \ � y \\ DPP S \ I/ / oHu— ` - l l `\ POLE - \ \ \ \ \\ \/ , / SAINCL�T SIGN PPF I L E ' R -1 OHU=PRF� MHS �1 y16' PPF1 U I T -T \ / TOP=566.26 `\ Sl POLLS, \ SIGN�� __\ \ \ / S�'� 1NV.8"1N=,559.81(W) co I i _ - -� \� SIGN PPF232 Pir'�1 \ \�J sq/V INV.8"l-560.30(S) REMOVE - - - PA E N \ �� l GUY �� OVERHEAD \\ ` G' \ , \� INV,0UT=559.96(E) � w j c� 611 POWER LINE REMOV€ S 1 r \ TMP 06000-00-00-03800 Zlro -WLl S6W STEND SLOPSl / IIIl i ,r B 1805 PG 670 P R N Yco 1.42 EN S M 2 \�EFR M RECORDED PL l ,> l E B 1 4 W / 9 Ci 2246 IVY ROAD P / / E S O U \ \ /\ E � w 1 / 1 1 CJvj / \ / LANDSCAPE- r � l 1 20" WALNUT-7/ / Q 573 1 REMOVE / / � 4 I II Y 1 I / BUILDING 1 / REMOVE 12 OVERHEAD r \ BUILDING " Al / \ 1 0 1-1/2 STORY STONE / \ ® l / I POWER URLE WALL / / �// EMP. I .9` STONE AND � l � AC UNITS l / � � 9/fV1ENT FOR CO REMOVE FRAME D // / / \ / E, l'UTRANCE / REMOVE 1 /l E DB 5134 I SIGN PG 766 REMOVE ► / \ I O+CLP -� 18" TREE / 1 1 T SAWCU I 1 / MKS ► / ls, - l S , �° TOP=579.44 ► I / ` REMOVE ' INV.8"lN PVC=573.40 1 ► 1 IN�� S l , 1 / SG / l O, — INV.OUTS IN PVC=566.66 P. I C / POLE � / � ll I I PP l l / / sir 12" l / I STONE l / 1 WALL - - - 1 RD /� � l / TMP 06000 00 00 03900 R /F WEST END SHOPS -EAST LLC ► / / /__ I POLE /� BUILDING / � � DB 1805 PG 664 RD / / / II PP I► ► 2 STORY BLOCK RD l / _ _ 1 _ � 1 ZONE: HIGHWAY COMMERCIAL 1 �l l 1 USE. COMMERCIAL NEIGHBORHOOD II/ 1 AND STUCCO / J / / - �� 2 _ 1 SHOPPING CENTER) ► / REMOVE BUILDING AND / _� SURROUNDING / \ j� r-! I► / LANDSCAPING, CURB, / _ - � 3 AND SIDEWALK / REMOVE INLET AND ' DOWNSTREAM PORTION OF 12" PVC STORM LINE 1 / l' , 4A GORE -\ 1 \ — — — IPF BENT / � 1 IPF 1i / iA RD Q 1 HC SIGN— / 1 I � / �® O-- Qz 1 / 1 f I 1 O P / / M 1 I / / ST R� I �, / o � TO-583.74 V � — 0 SAlIT I / / / = r , A N ►4 /N 574.95 NW / 1 / L T J� _ _ / l l = f_= - ► l / / i � / Ntl B INPVC 574.74 _ y B 88 P 24 ► T - / S / - C 6 0 /� l r I N .OUT8 PVC-574.89— _ l _ __L 6 P / G 11 /N6PC 5 4. 3 / _ I I f � l� I / 1 / _ I LET I i RE C�V _ 1K CSC IN 2 GrP 5 4. 4 _ ► l A GFA Sl N / R VE f I / / 1 � lP S IN l U RC=5181.5 /�11 EMOVE /ODEN / � l FENCE 5 i REM � / / SD INLET TOP=576.19 INV.IN 12"RCP=573.79 ® - INV.OUT 12"RCP=573.72 ® OO I TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC I DB 860 PG 568 DB 4709 PG 224 ZONE: RI RESIDENTIAL ZONE- R 15 RESIDENTIAL USE: RESIDENTIAL (MUL TIFAMIL Y) USE: RESIDENTIAL (MUL TIFAMIL Y) I I MHS REMOVE ROD IF TOP=580.64 BOLLARDS (TYP.) 04 P INV.4 "IN= 578.24 INV.IN 2-2'PVC=577.79 INV.8"INPVC= 575.84 INV.OUT=575.76 LEGEND: ® REMOVE CONCRETE REMOVE ASPHALT ASPHALT TO BE MILLED xREMOVE TREE ------- SAW CUT co 00 0 Q z SCALE 1 "=20' 0 20' 40' NU UO 0 XIV4 Q CRAIGW J. K9I kTZSKI Lic. No. 0402048507 M E O 0 M v N N C > E w °� E Q LL 0 w o w0 ror, Q 1 U o d J w J — ui M W CC" N rj 9 W' a; C) � A c U j ko a c ui rn O N � M a� 00 J M O (D O 0 w LH U Q z 0 M O r z O H d U V) w 0 z O V) w DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCA2 1 ,0, V z 0 H� W w U 1�-1 LL LL O Q < Z z (D J Q z UU z O ^ QQ Lu J w J O <� Q Lu LI m 0 J Q w � w IZ U 1e w cow W JOB NO. 43567 SHEET NO. C2.1 L \ PERMANENT VDOT UTILITYEASEMENT l TEMP. EASEMENT FOR ENTRANCE SEE DB 5134 PG 766 ' I 2 TMP 06000-00-00-03700 JOSEPH W. & MARYJANE TEAGUE co DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE.- COMMERCIAL (MORTUARY) > O W o Za +i z j w Of R 12" 1 i — _ R15' POLE pp POLE PP TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE., COMMERCIAL (OFFICE) Gv Z/ GUR6 — — IPF BENT — — IPF U U m PP Z 0 EXISTING WATER LINE (TO BE RELOCATED DURING IVY ROAD SIDEWALK IMPROVEMENTS) APPROXIMA TE L OCA T/ON OF REL OCA TED WATERLINE AFTER IVY ROAD SIDEWALK IMPROVEMENTS. C0NTR,4,CT0p TO FIF!.D ►/F.R!FY PROPOSED SIGN (SHOWN FOR INFORMATION ONLY) ANC 2" CORP. STOP WITH 2" COPPER \ DOMESTIC WATER LINE 8" x 4" TAPPING SLEEVE AND VALVE FIRE HYDRANT ASSEMBLY pRIMgRY FNrRgNcF Sp R30' R04,0/Rp pRIMgRy S�,Cq� rRq�C ORES 4,1/Vro r�l R�MgRY \ \ MHS E oiz,\ \ \ \ \ TOP=568.87 CE r0 W \ \ \ \ \ 2" CARP. STOP WITH 2" \ ,b INV.4"IN=565.62 (W) COLON \ COPPER DOMESTIC �V\NT INV.4,W_562.70(W) �gDFDRIV \ �1 /AVER LINE S INV.3 /N-564.45 (SW) F ►W \ 8,. \ qN— POLE lNV.6"1N=566.02 S \ OVERHANG �P F5XINVOUT8"IN=562.65 E) \ S \ n Q U 2" WATER � � \ \ METERE AUL \ \ \ \ s MHS Q METER VAULT \ � T \ \ qN\ m 8" x 6" TAPPING v, \ \ \ \ \ \ TOP=566.26 FRO LE \ \ sqN INV.8"1N=559.81 W SLEEVE AND VALVE /���,\ RkING N SErBgC F1 - \ \ \ �SA�`8„P/; lNV.B'lN=560.30(S) U Z BUILDING -MOUNTED FDC 164.2' / ST K z O \ R� �� INV.OUT=559.96(E) O R25' *It,*\ o i M 0600 -00-0 \ VES END HOPS- EST 90 9 DB 1 05 PG 670 PER NE N107V — — ��77- —� 2 AC ES FR MR ORD D PLA EN RGY SE '''T 20' ROAD R 224 IVY AD O7 SE DB 5 34 PC - - - - DB 248 PG. 11 �/� �j/ / \i� 18, TYP. 12' X 25' 0 LOADING SPACE _// 2 STORY MEDICAL OFFICE BUILDING TYP. (UNDERGROUND PARKING) / \ ±26,600 SF CONCRETE WHEEL 73.4' R15' STOP (TYP.) 24' / O7 FLUSH CURB ALONG TYP. / ADA PACES 154.5' / TEMP. � R10' �/ / EAOR ENTRANCE 9 SEE DB 5134 PG 766 RT TYP. 24' TYP. 50' REAR SETBACK (STRUCTURE) R3' TYP. 1, SD INLET INVIN • OUT 12"RCP=573.72 SCREENING FENCE CG-2 2 O CG-2 I TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHA RL 0 TTES VIL L E INVESTMENT PROPERTIES STILLFRIED LANE LLC / DB 860 PG 568 DB 4709 PG 224 ZONE: RI RESIDENTIAL ZONE: R 15 RESIDENTIAL USE. RESIDENTIAL (MUL TIFAMIL Y) USE: RESIDENTIAL (MUL T/FAMILY) I I MHS TOP=579.44 } R5' L �co INV.8"IN PVC=573.40 TYP L 5 V INV.OUT87N PVC=566.66 R5, / 12" ��/ STONE i WALL TMP 06000-00-00-03900 � R3' / WEST END SHOPS -EAST LLC TYP. CG-2 _ % D DB 1805 PG 664 R5' i __ ZONE: HIGHWAY COMMERCIAL R3' 14 USE.- COMMERCIAL (NEIGHBORHOOD TYP SHOPPING CENTER) 7 �ik� �, ,,, _ DUMPSTER ENCLOSURE J Mho TOP=580.64 BOLLARD (TYP.) INV.4"IN= 578.24 INV.IN 2-2"PVC=577.79 INV.8"INPVC= 575.84 INV.OUT=575.76 HC HC o � I � ROD IF 04LP � LEGEND: CONCRETE SIDEWALK as HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY NOTE: 1. A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION WITH THE FIRE MARSHAL'S OFFICE. 2. PAVING/MILL AND OVERLAY AT ENTRANCE WILL REQUIRE FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD. SEE MOT DETAIL ON SHEET C1.3. BUILDING FOOTPRINT: 1ST FLOOR: ±13,300 SF 2ND FLOOR: ±13,300 SF TOTAL: ±26,600 SF SCALE 1 "=20' NOR 0 20' 40' ;. ti l.AYCVd J. Y,9F,TZSKI »L' I ic. No. 040204850, 110 I I /25/I cfi 4 M E O Ol OU N ui N c > E uia5 E ~ U u') < LL 0 LL o w O o cl� uj M CI_ J U cp w J a > o U LY N x O Q J � � oc �; = U > Ln a �__Ln rn O N � M a� CO J CD LU k.0 f— D 0 (D 0 0 w U Q z 0 0 r z 0 a U U) w 0 z 0 V) w DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI L J z H4 0 J I--1 M� W Lu U 1�_q LL L Q O z z CD Z J H� pp Lu w W Q w m J Q ui Lu U clL Lu Q Lu 7.f JOB NO. 43567 SHEET NO. C4.0 0 N U U 0 En 0 0 EL Q m 0 0 En 0 L m 0_ 0 0 C L PP \ a \ \\\ \\\ \\\SANS �SqN EXISTING TOPOGRAPHY IN THIS AREA BASED ON INFORMATION PROVIDED BY KIMLEY-HORN AND ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. / o _ - - - - _ �, - s O COORDINATION REQUIRED FOR FINAL TIE-INS. PERMANENT VDOT \\�` q�V� \ \ R ,Q� UTILITY EASEMENT I Riq IRO TEMP. EASEMENT FOR ENTRANCE / �, ��� ��y\ p SEE DB 5134 PG 766 I _ _ h �� Q d �Ds�2 \ r \ \ �'�� �VFilj / IN, / \ � v I �575 \ sus \ \ \ \ �P F5X \S r1` 00 N 8'� 0600 -00-0 b01 / Q I WES END EiOPS- ES,t / Q l I i B 1 05 PG 670 ER NE N107C� \ _` / s cs`�►•� / / Vi a 42�AC ES FR MR ORD D Pl. EN RGY SEM N \ \ \ ' ROAD RW l l 224 IVY AD SE DB 5 34 PG 766 \ - - - - - \ B 248 PG. 11 / �s.. crj TMP 06000-00-00-03700 I co O JOSEPH W. & MARYJANE TEAGUE 1 = Q 6" HDPE RD 3 DB 775 PG 154 ' WITH CLEANOUT GARAGE FFE: 572.0 ZONE: HIGHWAYCOMMERCIAL h I I 6" HDPE RD 1 USE: COMMERCIAL (MORTUARY) III WITH CLEANOUT BUILDING FFE: 583.0' 502 I v TRENCH DRAIN I 1 I r WITH CLEANOUT I / 6" HDPE RD 2 WITH CLEANOUT I i �I °o I h / �6 S%g•\ / � TEMP. SEMENT FOR ENTRANCE 76 ` SEE DB 5134 aSP PG 766 577 I 30 I • .r 5i$' � r r 1 r I 302 UG MH 3 l � / 71 I D I ` e P. 580 II- _ POLE 402 PP I 401 / / /581 � � 12„ STONE WALL TMP 06000-00-00-03900 R /F I /� s82� WEST END SHOPS -EAST LLC POLE I I D 582_ _ _ I� DB 1805 PG 664 pp L _ UG MF�� ZONE: HIGHWAY COMMERCIAL I 745 LF OF 36" USE COMMERCIAL (NEIGHBORHOOD UNDERGROUND / SHOPPING CENTER) CMP STORAGE 583--- I wco II o0 1 HC SIGH I " /lb I TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 I 1 !4C SIGN ZONE: COMMERCIAL OFFICE / USE: COMMERCIAL (OFFICE) 1 / ' .5g4. I / II c",v / / S �Z / 1 cA� I UG MH 2 201 r / s 1 / n 202 I D I 108 o WEIR PLATE I I 107 UG MH/l / i / I 100 101 103 IPF BENT SD INLET � _ l TOP=576.19 INV.IN 12 RCP=573.79 _ INV.OUT 12"RCP=573.72 OO TMP 06000-00-00-04005 0.)XP � - - - - CHARLOTTESVILLE INVESTMENT TMP 06000-00-00-036AO PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONE. R15 RESIDENTIAL ZONE- RI RESIDENTIAL USE. RESIDENTIAL (MULTIFAMILY) USE. RESIDENTIAL (MULTIFAMILY) I I STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION UG MH 1 579.57 5,07' MH-1 UG MH 2 579.80 5.30' MH-1 UG MH 3 580.38 5.88' MH-1 UG MH 4 578.08 3.58' MH-1 100 577.21 3.46' MH-1 102 577.27 3.37' MH-1 108 576.75 2.81' DI-1 202 577.69 2.84' DI-3B 8 ft Throat 302 579.49 4.80' DI-1 402 581.99 7.32' DI-1 500 568.31 3.71' DI-313 14 ft Throat 502 572.10 7.35' 6 " Cleanout STORM PIPE TABLE PIPE # DIA UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH RD 1 6" 576.15 574.70 5.00% 28.93 LF RD 2 6" 576.28 574.50 5.30% 33.67 LF RD3 6" 566.49 565.00 5.00% 29.82 LF 101 12" 573.90 573.75 1.35% 11.14 LF 103 12" 574.50 573.90 0.96% 62.53 LF 201 12" 574.85 574.50 0.50% 69.72 LF 301 12" 574.70 574.50 0.99% 19.75 LF 401 12" 574.67 574.50 3.04% 5.53 LF 501 12" 565.02 564.70 0.53% 60.09 LF SCALE 1 "=20' NOR 0 20' 40' Q CRAIGW J. K(YFARSKI Lic. No. 0402048507 M E O C) OU N ui N c > E w E ~ U yj U Q 0 w o w O 10 cl� uj 2 M a J U cp w J d 5 O U LY N Z r10 � Q x O Q � oJG oa =� cn = a N = U > � a . �__Ln O (71 N � M 0- CO J CD LU • 13 z O U U) w 0 z O w w Q a DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI 1 L J z 0 J I--1 M� W Lu U z L LL Q w O ~ cD z C7 Q J z � Q U~� H� 0 Q W 7 Lu J � Q Q w mz_ J ' Q 0 Q UJ CD Lu clJ U clJ Lu Q MLu W JOB NO. 43567 SHEET NO. C5.0 L I p C a P. \ \ \ UST \ \ \ \ �Sq4, EXISTING TOPOGRAPHY IN THIS AREA BASED ON -oak, INFORMATION PROVIDED BY KIMLEY-HORN AND / a �ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. Ex \S wY COORDINATION REQUIRED FOR FINAL TIE-INS. SWK WK I 2 POLE I 575\\\\\--PPFX / \ / �\ sly_ �� 1 \ 575 \\ FFE=572.00' �L _'� kL \ SA�y X GND 1 \ SqN / Tl: '7600 -00-0 \ \ \ �l Z S,S WES /D MOPS- ESQ spa- \ \ - \ - -\ \ - - � co a .42�4C ES FR M RE ORD D PLA \ _\ _ _ TC 224 IVY AD \ \ 1/ �0- \s x OO 59 _ 7 576. 577.30' I I Cj TMP 06000-00-00-03700 I lj 11 JOSEPH W. & MARY JANE TEAGUE I co = DB 775 PG 154 TC � h 577./T7 GARAGE FFE: 572.0' \ ` \ \\ TC ZONE: HIGHWAY COMMERCIAL ,1 _ / \ _ \ USE: COMMERCIAL (MORTUARY) \ , I / BUILDING FFE: 583.0' \ 575.0 \1_ TC / TC 578!15' 1 572.50' TC/ FFE= P. 1 , , 578.65' 572.00' I TC , / \ / 1577.98' I I a TC 'If \ \ \ T-e/ 573.13' II / a / I FE 583.00 ' TC-BC TC/ I 1 1 TC 582.95' 1 5 5.26' � 76 ` \ I TC 7 \578.48' P ,' __�° 582.55' a77 _ I a s / D TC C g 582.51' 1- - j --_ TC 583.16' \ 580 I I - POLE TC TC _ PP 1 EX GND _ 579I .bT 579.31' 12" 577.23' C 1 580.55' \ \ / 582.30' TC / 58 � STONE 581.27' WALL I r , TC i TMP 06000-00-00-03900 R /F I 581.50' / % s82� WEST END SHOPS -EAST LLC POLE I 582_ _ _ I\ I TC / / / I 1 DB 1805 PG 664 PP 1 582.44' / // 1 ZONE. HIGHWAY COMMERCIAL I TC Q / 1 USE: COMMERCIAL NEIGHBORHOOD I 582.76' TC 583.37' C / SHOPPING CENTER) 84.06' / / , I EX GN{ I I 583.11/ J TMP 06000-00-00-03600 _ 1 rn 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 I - ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) a , 1 I TC I I \ 579.64' I I 1 1 1 I 1 TC / 1 c 579.56' T- h / I / 577.99' i TC / 578.00' 1 - _ lPF BENT EX GND 1 576.80' / SD INLET TC 1 TOP=576.19 578.30' IPF INV.IN 12"RCP=573.79 INV.OUT 12"RCP=573.72 TC �i TC- 580.09' TC 580.90, TC 580.28' I TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC I DB 860 PG 568 DB 4709 PG 224 ZONE:R 1 RESIDENTIAL ZONE: R 15 RESIDENTIAL USE USE: RESIDENTIAL (MUL TIFAMIL Y) : RESIDENTIAL (MULTIFAMILY) I I TC 581.66' TC 581.pL/' / SPA TC I 582.57' P� Nr, TC7' 582.63' HC SIGN- �o /� \ I I M / 1 / l9C SIGN J g4 / 1 TC s h / /584% 18' / TC / 582.77i I SPA EX ND / " P�c, / TC TC 584.14' I TC 584.74' 584.69' h b, 1 / TC lj 583.81' / TC I o P 584.55' / 1 / SEX GND ° 585.07' TC c D ° / 6 J i 582.87' TC 5 3.97' RO EX GND 583.86' TC 584.94' 584.61' 00 0 Q z SCALE 1 "=20' 0 20' 40' Q cFAJGW J. YOTARSKI Lic. No. 0402048507 ' ,s"olr, M E O N OV N � > E w E � U v 3 Q N 3 L o LL Lu0�� a J U � - Lfi HJ � W p N zFF °3� rj �x �Q �w c cn = U > H c �^ rn O N a M a� 00-1 � F_ z O a U U) w z O V) w DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' r n� z 0 J co W U_ LL 0 c� p a'U) Uzi 1- 4 0 O � Lu J V ) W a W m Q J � a w w U w Q cow W JOB NO. 43567 SHEET NO. C5.1 w -o a m� �O o O CL 2 z O a� 0 c a 0 0 � 0 c 0 c 0 a0 O c C� 3U) Z N O 2 � a g x 0 L 0 0 0 n 2 '3 a c to f9 7 to X C 0 0 (DU w2 �N m= tq 0 ;= o Ea Lc � 0 o 0 0 0 •- O U a2 N W O G V m o m a _E L ILI, / //j 0 I 0 0 0 575 7 , --5771 — — 578 \ \ \ \ 1 I 20'R\OADRW\- \ \I824 PG. 11 -579 \� 577 \ \ I 580 L 582- - . g83 _ i _00 coo cJ ro He sr t �. M t4c-src 584- - 1 S - I h M Lf) s i OQLP SIGHT DISTANCE PLAN \ 13+00 \ � a 3+50 M 00 0 Q z SCALE 1 "=30' NOR 0 30' 60' 14+00 MoTa 14+50 15+00 1 16+0 5.29 McTai HEIGHT OF 585 OBJECT = 3.5 FT 585 HEIGHT OF 280' SIGHT DISTANCE -LEFT _ EYE = 3.5 FT 580 7681 580 —=— EXISTING GRADE - FINISHED \ Se 575 GRADE \ 575 \ HEIGHT OF \ OBJECT = 3.5 FT \ 570 570 ASSUMED SPEED = 25 MPH 565 565 9+50 10+00 11+00 0I15+00 15+50 TWIN SYCAMORES LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 .r,Rn 0 50 PROFILE SCALE HEIGHT OF OBJECT = 3.5 FT 575 FINISHED 575 GRADE HEIGHT OF — 243' SIGHT DISTANCE EYE = 3.5 F -- _ � LEFT 570 -------� \ \ 570 \3,? S/GyTO/S 565 565 GRADE TIE IN TO BE \ R�HT COORDINATED WITH THE VDOT \ IVY ROAD SIDEWALK PROJECT \ HEIGHT OF _ OBJECT = 3.5 FT 560 � � \ 560 _ EXISTING GRADE \ 555 _ \ 555 SPEED = 35 MPH 550 1 550 $, tr" Q CRAIC W J. K(YF RS KI Lic. No. 0402048507 'T M E O 0 rn u N � N C > E w E Q U. 0 U- o w0 ror, Q W U s a-J w 5:J — Ln p N (D W N z � a' � �x C) U j ko a cLri O rnN Q M 00 J 0 0 0 w w U Q z 0 0 z 0 d U U) w 0 z 0 w w Q 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=30' rLi J z 1— 4 0 J 1� w U U) LL LU LL J_ a L.L O~O Z Q > LU Uz() Z:) z C)O ~ Lu w VJ W m J Q (nn V U) w w U ce w CID W JOB NO. 43567 SHEET NO. C5.2 9+50 10+00 11+00 12+00 13+00 14+00 15+00 IVY ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 16+00 17+00 w 0 0 0 0 O v 0 rn = � o �p ri 00L �0)rn � � � N M co UC) cl) 00 � = r v) Z C r Z Z O �FOZ 0 co F —�cn�Z Z Z M 0 O Or O Lo O r ti Lo � 00 _ Lo N u') NM r + � � � o ti ~ + 2 O 2 �Lo �r")Z 0 -U)Z GQ�>> O Q0-- oP0> z z o z_ _ U) F- 585 co~z 585 EXIST. GRADE 580 5110 PROP. GRADE 36" CMP DETENTION 570 III■III ■�� 103 62.53' OF 12" HDPE @ 0.96% 565 1 1 1 565 560 560 Q) 9+50 10+00 11+00 UG DET - STR 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 585 580 EXIST. GRADE PROP. GRADE 575 570 565 560 0 00 0) O Lo rlo- N � U-) = + ~ 0 r L 0 Q d O 0 z O M f� O O O O O O O O m ti O N M co Lo =o�LoL 2rLoZZ 0 0I_0>> > rcoP-z z z 585 585 580 575 570 107 7.62' OF 12" HDPE @ 0.50% 67 560 r O 0 O 0 N O r CD"t Lo + 0) F �j Z , Z 0 cocoFZ O O L~L1 0 O F it O cq r j r O q O r ? In M 0')r~ co U) O �00� = r CD �OM� Lo M cho�j =CDrLo M t Z +o� OruO �r`nZ CD 00 = r �n Z > oia-O> C�Po �Qd z Ncl) 0> z 585 585 EXIST. GRADE PROP. 580 1 GRADE 580 575 575 201 36" CMP 69.72' OF DETENTION 12" HDPE 570 @ 0.50% 570 565 565 560 560 O � O r a) ti CD) U.) Qr+�I- CDU-) a0 00> zl- Cf)F- z 585 585 EXIST. GRADE PROP. 580 J GRADE 580 575 575 36" CMP DETENTION 570 570 301 19.75' OF 12" HDPE @ 0.99% 565 565 560 560 EXIST. GRAD[ .� PROP. GRADI 580 585 580 575 575 401 5.53' OF 12" HDPE 36" CMP 570 @ 3.04% DETENT ON 570 565 560 565 560 11+50 9+50 10+00 10+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 STR 108 - STR 102 STR 202 - UG DETENTION STR 302 - UG DETENTION STR 402 - UG DETENTION HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 580 575 APPROX. LOCATION OF 8" WATERLINE. EXISTING WATERLINE IS TO BE RELOCATED WITH IVY ROAD 570 SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY LOCATION. 565 501 60.09' OF 12" HDPE @ 0.53% 560 555 EXIST. GRADE PROP. GRADE 1.5' MIN. C6 O � r F— O N L f) r CD mCNM'} O c�+�� OCD U-)Z (z) < oLOCOOz 580 575 570 565 •.1 555 9+50 10+00 11+00 STR 502 - EX STR 500 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 STA 10+13.41 1 STA 10+32.41 2 TOP 579.25 TOP 579.45 INV IN 567.63 (BLDG-2) INV IN 573.40 (EX.3-1) INV OUT 567.53 (2-1) INV IN 567.01 (2-1) INV OUT 566.66 (1-EX.1) 585 PROPOSED EXISTING BUILDING GRADE PROPOSED GRADE 580 �I STA 10+16.71 STA 10+16.71 LOWER 2" WATER METER VAULT 2" WATER METER VAULT STRUCTURE TOP OF EX. STA 10+14.78 STA 10+27.38 STA 10+12.65 STA 10+25.33 MANHOLE 580 90° BEND 90' BEND 580 580 580 580 90' BEND 90° BEND 580 575 TO 578.12 EXISTING EXISTING PROPOSED GRADE GRADE GARAGE EXISTING PROPOSED GRADE PROPOSED%575 GRADE 575 575 GRADE 575 575 575 570 PROPOSED GRADE 570 570 570 570 570 570 565 TIE TO TIE TO BLDG-2 TIE TO BUILDING WATER TIE TO TIE TO 13.41' OF 2-1 WATER MAIN WITH BUILDING WATER TIE TO 6" PVC 19.00' OF MAIN 2" TYPE K 8"X4" TS&V MAIN BUILDING @ 2.75% 6" PVC COPPER @ 2.75% 565 565 565 4" FIRELINE 565 565 2" TYPE K 565 560 COPPER L 9+50 10+00 11+00 DOMESTIC WATERLINE 1 0 Lo 9+50 10+00 11+00 FIRELINE PROFILE 9+50 10+00 11+00 DOMESTIC WATERLINE 2 N 75 5 565 560 5 0 50 PROFILE SCALE 9+50 10+00 11+00 11+50 SANITARY - BLDG TO MAIN HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 Q CFAIC W J. K(YF RS KI Lic. No. 0402048507 M E O O) OU N ui N � > E ui F U Q LL o 0 LL L ui O o cl� uj M a_j UG? z -+ — Ln O � > o rn ui z6-`� U Q Q w oa �UaLn 0 c Ln rn � N > v M Q� a1- 00 J �� cri D 0 O 0 w > ui = Q Q 0 z 0 cn DATE 1112512019 0 } DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI ® ® SCALE 1"=30' (D • z 0 J �1 M� W uj U U) LLJL Oz� (D J � < >� U~J Z _ I --I O QU w 0 ui Q z w Q m J NN O 0 UJ C� ui 0. U oC ui Q ui JOB NO. 43567 SHEET NO. C7.0 L \ \ \ \ PERMANENT VDOT j UTILITY EASEMENT l ' \ s qN� �Z�Q, _ O^I 1 \ \ MHS TOP=568.87 TEMP. EASEMENT FOR ENTRANCE lNV.4 "1N=565.62 (W) SEE DB 5134 PG 766 ' 1 �� \ \ \ \ \\ \ �VFiLI�c INV.4 "1N=562.70 (W) ' INV.3"1N=564.45 (SW) POLE INV.6"1N=566.02 (S) \ \ �P F X \ \�(' 1, INV.OUT8"1N=562.65 (E) \ \ \ \ \ \ .S 1 MHS TOP=566.26 INV.87N=559.81(W) ePF1 \ \ J __ \ sgN�B„`c INV.87N=560.30(S) INV. OUT=559.96(E) a TJ' ')600 -00-0 m i p O , WES ID HOPS- EST LC TMP 06000-00-00-03700 JOSEPH W. & MARY JANE TEAGUE DB 775 PG 154 ZONE: HIGHWAY COMMERCIAL USE: COMMERCIAL (MORTUARY) — — _ POLE PP POLE PP TMP 06000-00-00-03600 300 TWIN SYCAMORES LANE LLC DB 3995 PG 533 ZONE: COMMERCIAL OFFICE USE: COMMERCIAL (OFFICE) G�% C — _ IPF BENT — — IPF IF Ar i i i i � SD lNL—, TOP=576.19 INV.IN 12"RCP=573.79 INV.OUT 12"RCP=573.72 L)B 1 05 PG 670 42 AC ES FR M RE ORD D PLA 224 / VY AD TMP 06000-00-00-04005 TMP 06000-00-00-036A0 CHARLOTTESVILLE INVESTMENT PROPERTIES STILLFRIED LANE LLC DB 860 PG 568 DB 4709 PG 224 ZONE:R 1 RESIDENTIAL ZONE: R 15 RESIDENTIAL USE USE: RESIDENTIAL (MUL TIFAMIL Y) : RESIDENTIAL (MULTIFAMILY) I MHS TOP=580.64 INV.47N= 578.24 INV.IN 2-2"PVC=577.79 1NV.87NPVC= 575.84 INV.OUT=575.76 ?GY SEM NT DB 5134 PG 766 / 20' ROAD RW / DB 248 PG. 11 f + / / \ \ / + + ++ ++ ' REALIGNED + + + + + /20' ROW EASEMENT TEMP. EASEMENT FOR / Y + + + + / ENTRANCE + + + / SEE DB 5134 /+ / + C4 + / / PG 766 + + + MHS TOP=579.44 INV.8"IN PVC=573.40 / + + INV.OUT87N PVC=566.66 + + 12" STONE WALL + + + ++ TMP 06000-00-00-03900 WEST END SHOPS -EAST LLC DB 1805 PG 664 ZONE. HIGHWAY COMMERCIAL + �/ + + USE: COMMERCIAL (NEIGHBORHOOD I' + % �+ + SHOPPING CENTER) RD fT HC SIGN— 1 J HC SIGN f f583.74 'IN=574.95 (NW) "'INPVC=574.74 BUT3"PVC=574.89---_ VARIABLE WIDTH OFF -SITE EASEMENT (TMP 60-38) SCALE 1 "=20' 0 20' 40' Q l .AlG VT. J. Y,9FATZS KT �L I ic. No. 040204850, 110 In E O C) OU N ui N c > E ui E Lu 0 LL o w O 10 cl� uj 2 M a J U cp w J — Ln d 5 O LA U LY N Z r10 Q�x O Q = U > Ln a" C O N ul � M a� CO J CD LU k.0 [___ • tt z O U U) w 0 z O w DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI z H4 0 J 1— 4 MD W Lu U I —I LL L Q Oz Z Q J cl�_ ^J � L1� U z Z D Lu QU G Lu� `w^ Q v , m Lu J Q ui Lu U w Q MLu W JOB NO. 43567 SHEET NO. C8.0 �a DO -� o� z 0)O 2 o 2E T � E o n_ o Oc: O 3 Z N O 2 �X �(D ow 0 aL.. o .3 U) _2 U C xo U U L 3 L 1 ���•li8-i-i 3 •.• INTERIOR PARKING LOT LANDSCAPE AREA SCALE: 1" = 40' PARKING LOT LANDSCAPING 2,595 SF (10) ILE GLA (10) ILE WIN (19) ILE GLA (4) CER FOR (9) NYS SYL (5) BET HER (5) ILE GLA (8) ACE BON 1 I I i I 1 1 I � sP�LIV 1 J41) COR FLO sqN /* y/ S) � d_ RZALIGNED /20' ROW EASEMENT h . _ 4,77/-� / Ira WIDTH OFF -SITE EASEMEtnT (TMP 60.FB) (6) ILE WIN PLANT SCHEDULE TREES BOTANICAL NAME ACE BON ACER SACCHARUM 'BONFIRE' BET HER BETULA NIGRA'HERITAGE' NYS SYL NYSSA SYLVATICA QUEPHE QUERCUS PHELLOS FLOWERING TREES BOTANICAL NAME CER FOR CERCIS CANADENSIS 'FOREST PANSY' TM COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA co 00 a Q z SCALE 1 "=20' NOR 0 20' 40' TH O Gfr't, �&NK W. H� IC III z o. 141� 10/25/19 cA pE ARCS' M O O V N � N C > E w Q LL Q' a L o w0 ror, Q W U o a-J W J — Ln 5: O N U W N 2E X a Q N U > � a c Ln o °1 LA N ■- M D_ � 00 J O W 0 (D 0 0 w w_ U Q z 0 > 0 r z 0 d U V) w a z O V) W DATE 1112512019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE 1 ,o, V z 0 J w U 1�-1 LL LL Oa z z Q J (D J Q W Uz0- �Z)Q O 0 w U) L.0 Q W a ED J Q Y w w oC U QC w Q w 00 JOB NO. 43567 SHEET NO. L1.0 �a �O a� 0)Z -0O w2 0 c � coo s— c o co 0- O O= 0 C� 3 z w O a�i 2 a � x O L 0 Qw am N co 7 N x c O O O U i (6 C N o c o m E � 7 c L) m o m � c a� U N O y .o O U �L c N N 0 c �° O o_ o o_0 L_ NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE Ys7_L']IWA61 1a]w2 301YiRI:awWTI ill I1121to TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT VInIVIIL I LI\ DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FIR, AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL I ABOVE FINISH PRUNE 1:1 SLOPE OI` PLAN' SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TAI U IPII VIC I Lf\ :W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF ACE BON 8 ACER SACCHARUM 'BONFIRE' BONFIRE SUGAR MAPLE 2.5" CAL. B&B 214 BET HER 4 BETULA NIGRA 'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. B&B 464 NYS SYL 9 NYSSA SYLVATICA SOUR GUM 2.5" CAL. B&B 151 QUE PHE 6 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CER FOR 6 CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD 6'-8' HT. B&B 124 COR FLO 4 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE GLA 34 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 22 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 8 FLOWERING TREES FLOWERING TREES TWIN SYCAMORES 296 LF 1 LG TREE PER 50 LF 296/40 = 7.4 8 LARGE TREES 8 LARGE TREES LANE LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 77 PARKING SPACES 77/10 = 7.7 8 LG. OR SHADE TREES 12 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 40,381 SF 40,381 x .05 = 2,019 SF 2,019 SF 2,595 SF TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,204 SF 8,897 SF AREA) = 6,205 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION TH p J NK W. H�JIC III o. 14 �� 10/25/19 PE ARC h') E (D O a) U N Ui N C Q o > E w E LU Q LLo 0 L w O (O -1 111� U LLA 6 coM a J w J — � d O r U LU N � Q O x Q C2 (v w = U > V) aLn c O N v� >- M d � CO J O w • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY MULTI -STEM TREE - STAKING SPECIFIED CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT 2 CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" NOT TO SCALE 0 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 INSTALL SHRUBS SO THAT THE AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT TOP OF THE ROOTBALL IS AT REMOVE ALL DEAD, BROKEN, INTERFERE WITH SIGHT DISTANCES. THE SAME GRADE AS DISEASED, AND WEAK 0 CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL ORIGINALLY GROWN OR 1-2" BRANCHES AT TIME OF DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE ABOVE IN POOR DRAINING PLANTING BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS SOILS. DO NOT COVER THE TOP WHICH AFFECTS THE GUARANTEE. OF THE ROOTBALL WITH SOIL 2-3" MULCH LAYER, KEEP AWAY 0 FROM TRUNK INSPECTIONS/GUARANTEE REMOVE ALL STRING, WIRE, AND 1" COMPOST LAYER BURLAP FROM TOP % OF BALL UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL \ PROVIDE MULCH UP AND OVER VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD SAUCER PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. BACKFILL PLANTING PIT WITH 6" SAUCER . ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE NATIVE SOIL. INCORPORATE REMOVE CONTAINER. SCARIFY FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS SLOW -RELEASE GRANULAR PERIMETER ROOTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS FERTILIZER RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY B&B CONTAINER OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND SCARIFY BOTTOM AND SIDES THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE OF PIT CONTRACTOR - • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT SHRUB PLANTING OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE 3 nCERTIFICATE OF OCCUPANCY. NOT TO SCALE REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. z O U w z O Ln w w Q 0 DATE 1112512019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A V z H� 0 J �1 M� W LU C) U J H� Q LL LL w OQ z �_ Z J > Q U z LU I� 0 O O W LLJ J z Qw w m Q CU LIJ z LU J clJ U clJ LU Q LU co JOB NO. 43567 SHEET NO. L2.0 L z 0 CALE:1" = 20'-0" ,ke)- R ® OWD �oTh,R F?soJ 0 0 8 �/P i o \ o \ \ e p e V O lz(� arQ e V V V� =o PROPOSED BUILDING WITH UNDERGROUND PARKING TMP 06000-00-00-03800 N WEST END SHOPS -WEST LLC DB 1805 PG 670 1.42 ACRES FROM RECORDED PLAT 2246 / VY ROAD �3 0.6 +0. +.8 0. 0.7 1.0 1.2 1.2 1.2 1. 0.8-- +0.3 +.9 +.1 +.4 +.7 +.8 +.7 +.5 +.3 +.2 +.2 +.1 - +0.3 0.5+0. 1.1+.4+.7-2.2-2.6+.6+.3-2.0+.9+.7+.6 +.1 +.1 1.0 1. +04+0.6+.8 1.2 1.7+2.1 +2.7+3.2+3.5+.3+.1 +2.8+2.5+2.1 +.4+.3+.3+.3+.3+.2+.1 0.5+0. +.1 +.4+.9 2.6+3.44.2+54.0+.5+2.9+2.4`+2.0+.7+.6+.5+.5+.6+.6+.5+.4+.3+.2+.2 1. �0.9+0.7 +0. + + +.1 +.7-2.94 5.1 +6.0+.4 1 4.1 +3.1 +2.5+2.1+.9+.8+.7+.7+.8+.9+.9+.8+.7+.6+.5+.3+. +0. .6 2.2+3.34. +5.6+ ,S1,+5. 4.3+3.4+2.7+2.2+2.0+.9+.9+.0+.1 +.3+.3+.2+.1 +.0+.8+.5+.2 10 0.7 .0+.3+.9+.6+3.5 5.3 +4+2.8+2.2+2.0+.9+2.0+.1 +.3+.6+.8+.8+.7+.5+.0+.7+.3+.1 0.9 0.7 + + + n + + + 0. 1.1 1.5+2.0+2.7+3.E .8+6.5,S16.96 3.6+2.7+2.2�1.0 9+2.0+2.3+2.8+3.3+3.4+3.1 2.6+ +2.1 1.8+1.4+ +1. 0.9+0.7 +. +.1 +.5+.0+.6+3.54.+.7+6.3+.34.5+.4+3.2+2.9+2.6+.3+.2 +.7+3.1 +.4+.0+.7+.4+. +0.9+0.7 0.6+0. +.1 +.5+.0+.6+3.3+3.74.1 4.54.4+3.7+.1 +2.5+2.1 +.8+.6+.5+.4+.5 2.0 S1 +3.1 +.3+.8+.5+.4+.1 +0.8 6+0.8 1.1+.4+.8+.3+.7+3.0+3.3+3.5+3.6+3.2+2.7+2.3+2.0+.6+.3+.1 +.0+.1 +.2+.4+.8+.9+.7+.7+.4+., 0.6+0.8 1.0+.3+.6+.9+.1+.2+.4+2.7+3.0+2.8+2.4+2.2+2.0+.7+.5+.2+.1'it +.0+.2+.3+.2+1 0.9+.8+0. 0.5 0.5 +0.6+0.8 .0+.2+.5+.7+.9+.0+.1+.2+2.5+2.5+2.4+2.2+2.0+.9+.7+.5+.3+.2+.2+.3+.4+.3 1.0+.8+.6 .5+.4+0.3 + + + + + + + + + + + + + + + + + + + + + + + + + + 0.6 0.8 1.0 1.2 1.5 1.7 1.9 2.0 2.1 2.2 2.3 2.5 .5 2.3 .2 2.1 1.9 1.8 1.6 1.5 1.3 1.3 1.2 1.2 1.1 0.8 0.7 .5 0.4 0.3 .4+0.6+0.8 1.0+.3+.5+.8+.2+.4+.4+.4+.6+2.7+2.7+2.5+2.4+2.3+2.2+2.1 +.9+.8+.7+.6+.4+.3+.1 +.9+.7+. +.4+0. .4+0.5+0.8+.1 ++1 .47+.1 +.6+3.0++++++ .0+3.0+3.0+3.1+3.0+2.7+2.6+2.5+2.5+2.5+2.3+2.1 .9.7.6.4.2 1.0+.8+.6+.5+03 0.4 0.5+0.8+.1+.5+.0+.5+3.2+3.6+3.8+.8+.7+3.5+.2+3.0+2.9+2.9+.9+2.9+2.7+2.5+.3+.1 +.8+.5+.2 1.0+.8+.7 .5 .4 _ +0. +0.6+. +.1 +.5-2.2-2.9+3.8+. 5.2 . 4.64.0+.4+.2+3.1 +.1 +.3+3.4+3.4+3.1 -2.8+.4-2.0+.6+.3 .0-0.8-0.7 .5 +.4+0.7 1.1 +.6-2.1 +,5+ + +6 ^6.3+. 4.4+.8+3.3+3.1 +3.2+.44.04.1 +3.8+3.2+.7-2.2+.7+.3 10-0.8+0.7 .5 +0.6+.9+.4+.0+.04.4 +5.2 4.3+1 +3.7+3.0+.3+.8+.4+. +.9+.7 ,S1` +0.6 5.9 6.9+.9+6.1 + +3.0+2.7-2.1 +.5+. -0.8+. i .9+.4+2.0-2.6+3.64. S2 +0.6+0. +.3+.8-2.3+3.0+3.7 5.3-6.9+7.5�7.0+6. 4. . 5.1 4.64.5 4. 5.5 S2 4.1 +3.5+3.5-2.7 .1 .8 + + + + + + + + + + + + + + + + + + + + + + + + + + 5 0.7 .1 1.4 1.9 2.6 3.6 4. 6.2 6.8 6 5.1 4.3 4.0 3.8 3.7 3.9 4.4 4.8 4.9 4.5 3.9 3.1 2.6 2.7 2.3 1.9 1.5 0.8 0 6+0.8 +.4-2.0+.7+3.54.2 4.6 4.4 4.0+3.5+.1 +3.1 +3.2+3.54.04.5 4.64.0+3.3+.6+.1 +.8+.6+.4+.1 +.9+0.7 0.5 + +0.8 +.5+.9-2.4+ +2.8+.6+2.4+.2+2.3+.5+2.8+.1 +3.4+.6+3.3-2.7+.2+.8+.5+. 1.0-0.8+.7 0.5+0.4 + + + + + + + + + + + + + + + + + + + + + 0.2 0.3 0.4 0. 6 0.7 0.9 .3 1.3 1.5 1.7 .0 2 .4 2.3 2.0 1.7 1.4 .1 0.9 0.8 0. 0.5 0.4 j +0.2+0.2+0.3+.3-0.4 0.4 + + +0.7+0.8 0.9 + 1.4 1.4+ +. 0.9 0.5 0.5-0.4"+.3�`\\ 0.3 0.3 + .3 ++ +� + 3 +0 4 0 4 0.5 + + + + .5 .4L+0.2 2 +.2 +.2 TMP 06000-00-00-04005 CHA RL 0 TTES VIL L E INVESTMENT PROPERTIES DB 860 PG 568 ZONE: R 95 RESIDENTIAL USE. RESIDENTIAL (MUL TIFAMIL Y) LIGHTING LEVEL CALCULATION SUMMARY AREA SYMBOL UNITS AVG MAX MIN AVGIMIN PARKING LOT + fc 2.1 1 8.0 102 10.5:1 13" I751 33" LUMINAIRE DESCRIPTION: 1. HOUSING: DIE CAST ALUMINUM. ALL HARDWARE IS STAINLESS STEEL. 2. DRIVER: (1) ENGINE WITH POWER FACTOR >90%AND THD <20%AND DRIVE CURRENT OF 700mA. 3. OPTICS: PRECISION -MOLDED ACRYLIC LENSES. 4. FINISH: ELECTROSTATIC POWDER COATING. FINISH COLOR SHALL BE BRONZE. 5. RATINGS: U.L. LISTED FOR WET LOCATIONS. ENCLOSURE CLASSIFIED IP66 PER IEC 529 AND TESTED IN ACCORDANCE WITH IESNA LM-79 AND LM-SO STANDARDS. 6. FIXTURE, 1 SHALL HAVE TYPE IV MEDIUM DISTRIBUTION. FIXTURE, 5_2 SHALL HAVE TYPE III MEDIUM DISTRIBUTION. BASED ON LITHONIA, "DSX1"SERIES TYPE LUMENS LAMP TYPE INPUT WATTS VOLTAGE MOUNTING S 1 12,119 3000K LED 102 1201277 POLE MOUNTED, 20' AFG S 2 11,680 3000K LED 102 1201277 POLE MOUNTED, 20' AFG POLE MOUNTED SITE LIGHTING FIXTURE COLLABORATIVE MECHANICAL ELECTRICAL ENGINEERS WWW. PACE-ENGI NEERI NG. COM (GRAPHIC SCALE: I 1" = 20'-0" � �NI,TH of k oho J 66E. BARKL , JR. Lic. No. 043854 I1 / 2512019 w� IONAL vo s1 M E O O N V N N C Q O E W O Lu Q M +N+ LL O LL Luof� cl� <W C M JUco Lu-i - In M d th O N C7W Nay Z H i 'M :3 X 9 O Q = U > aLn. c L^ 0­'O N N L M 00 J ►13 Z 0 ti a U U) W Z 0 W W Q 0 #19110 DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY J. STUTZMAN SCALE 1"=20' Z 1- 4 0 I --I M� W Lu Z U J LL J LL W Q 0LL]z J (D J Q } Z U?� H p _ QU wry Lu J J Q w C) W � _j Q J w U J Lu Q � U U DC w a w 00 JOB NO. 43567 SHEET NO. SE1.0