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HomeMy WebLinkAboutSDP201900023 Plan - Submittal (First) Initial Site Plan 2019-05-07TH 0 UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL SITE DATA: TAX MAP PARCEL: 03200-00-00-01800 & 03200-00-00-018BO PARCEL AREA: 25.92 AC LIMITS OF DISTURBANCE: 6.40 ACRES ZONING: PD-IP (Cat. I or 11) OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC). SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-885-0920 CONTACT: PAUL HUBER, L.S. PAUL.HUBER@TIMMONS.COM SURVEY CONDUCTED: MARCH 2O19 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: LOOP ROAD: 10 FT MINIMUM 30 FT MAXIMUM SIDE & REAR: 20 FT PROVIDED BUILDING SETBACKS: LOOP ROAD: 20.57 FT SIDE & REAR: 88.77 FT (SIDE), 206.81(REAR) BUILDING HEIGHT: 32' (MAX) 16' (AVERAGE) BUILDING SQUARE FOOTAGE: 71,848 SF PROPOSED USE: MEDICAL REHABILITATION FACILITY TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 3.51 ACRES KNOX BOX REQUIRED, CONTACT ALBEMARLE COUNTY FIRE MARSHALL OFFICE FOR LOCATION. WETLAND IMPACTS: WETLAND IMPACTS TO BE PERMITTED BY LAND OWNER UTILITIES: ACSA DRAINAGE DISTRICT: NORTH FORK RIVANNA RIVER PARKING REQUIRED (PER HOSPITAL): (70+10 FUTURE) BEDS = 2 SPACE/BED = 160 SPACES 20% OF SPACES TO BE ADA ACCESSIBLE = 32 SPACES TOTAL SPACES REQUIRED = 160 TOTAL PARKING PROVIDED: 128 REGUALR SPACES 32 ADA ACCESSIBLE (10 VAN) TOTAL PROVIDED SPACES = 160 SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION INFORMATION: 80-BED HOSPITAL USING ITE LAND USE CODE 610, ITE TRIP GENERATION MANUAL 10TH EDITION DAILY TRIPS: 1,786 AM PEAK HOURS: 147 TRIPS (106 ENTER, 41 EXIT) PM PEAK HOURS: 151 TRIPS (42 ENTER, 109 EXIT) INITIAL SITE PLAN SUBMISSION COUNTY OF ALBEMARLE, VIRGINIA FOXTROT ONE HANGARS CONDOS Charlottesville Albemarle Airport 0 5/6/2019 LAKE ACRES sso MCMURDO DEERWOOD Target 0 CAMELOT b06 153 5 L.J �o �F N 0 R T H S I D E INDUSTRIAL PARK AIRPORT ACRL. P I N E R I D G E SITE LOCATION TERRYBRO1 FnPF(�T RIDGE JEFFERSON VICINITY MAP 1"= 2000' DEVELOPER: ENCOMPASS HEALTH 3600 GRANDVIEW PARKWAY, SUITE 200 BIRMINGHAM, AL 35243 CONTACT: ELIZABETH MANN TELEPHONE: (205) 970-7850 OWNER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: JOHN HASH, P.E. TELEPHONE: (434) 327-1691 Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES & DETAILS C1.1 NOTES & DETAILS C1.2 NOTES & DETAILS C1.3 NOTES & DETAILS C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN I. 0111@@#1j11i C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING SHOT SPOTS PLAN C5.3 GRADING SHOT SPOTS PLAN L1.0 OVERALL LANDSCAPE PLAN L2.0 LANDSCAPE PLAN L2.1 LANDSCAPE PLAN L3.0 LANDSCAPE NOTES AND DETAILS i n e ....... n n # OF SHEETS =27 SIGNATURE PANEL: DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT APPROVAL DATE Lie. No, 31371 M O O MU N � N O Q O > E W G E a W > U U < LL LL O W O ra J U co H d > p(Lm N W N m cn � N = U > .0 c u' rn O N N � L M d � 00 J O W 0 0 0 W > W U Q z 0 4 > 0 r IL O Z 0 z 0 d U j) W z O > W DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. z O I --I Q J MIl­_q W � TQ y ~ z LLJ o w w O J = Q U W t co J Q W Z ,Cn V J Q O U z W > D JOB NO. 43266 SHEET NO. C0.0 �a �O a0f o (D W �z O o g m o a o O� � 3 z� O �a Sx t0) ow w Qw o .3 n 0) >E N �N U a) o U U L � U y 0 = �0 E� D_ U N O 0 -O_-0 � .m U o c cn.- o N @ U a 2 U� N O m U Q o o � U) �2 � E GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. �O ® 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 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER EXISTING SANITARY SEWER S-SAN��S PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL 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 I PRESERVED AND MANAGED SLOPES SEDIMENT CONTROL 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 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO SEDIMENT CONTROL REGULATIONS. BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. FIRST STEP IN CLEARING. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. THE SITE AT ALL TIMES. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR ACCORDANCE WITH SPECIFICATIONS. REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT PLAN APPROVING AUTHORITY. STANDARDS AND SPECIFICATIONS. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. STABILIZATION IS ACHIEVED. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. DEVICE. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE ENGINEER. IMMEDIATELY. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. ZONING ORDINANCE SECTION 5.1.28. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE TRUNK LINES. (N/A) CODE OF ALBEMARLE. 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. LIMITED TO THE HOURS OF T00AM TO 9:00PM. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS ADDITIONAL FACILITIES AS DEEMED NECESSARY. LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S BECAUSE OF SLIDES, SINKING, OR COLLAPSE. REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO SURFACE COURSE(S). PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. BUILDING OR OTHER PORTION OF THE PROPERTY. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY SURFACE COURSE(S). EROSION CONTROL INSPECTOR. 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT CONDITIONING OF THE SUBGRADE. 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT INSPECTOR. MAINTAINED RIGHT OF WAY. (N/A) 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED OF ROAD. (N/A) IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO SLOPE OF 0.004 ft./ft. ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE STATE ROADS. DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. ORDINANCE SECTION 17-207B) 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES Albemarle County Engineering Final Plan General Notes 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING Page I of 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 ALBEMARLE COUNTY REQUIREMENTS OF THE PERMIT SHALL GOVERN. FINAL FLAN GENERAL NOTES 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 General Construction Notes 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. 1. Prior to any construction within any existing public right-of-way, including connection to 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALVERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 any existing road, a permit shall be obtained from the Virginia Department of OR BETTER ARE TO BE ACHIEVED. Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, the permit. Where any discrepancies occur the requirements of the permit shall govern. OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 2. All materials and construction methods shall conform to current specifications and 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. standards of VDOT unless otherwise noted. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 3. Erosion and siltation control measures shall be provided in accordance with the approved 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION erosion control plan and shall be installed prior to any clearing, grading or other INDUSTRY (29 CFR PART 1926). construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. BLASTING NOTES 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. 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 ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. Control Devices. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class 111. DURING CONSTRUCTION OF DAMS. 9. All excavation for underground pipe installation must comply with OSHA Standards for 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. the Construction Industry (29 CFR Part 1926). 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. TH o� Lie. No, 31371 SI ONA1, Gl M E O O 0'� U N N � Q o > E w E y ~ LU Q ~ LL o 0 LL L w O rp Of LY M a _j U co W J - L6 a > o N U LY N z A, Q�x O Q ocf W w 0 Q (j) (3) N = U > LR Q . c U') rn O N a i M a� CO J (A Z 0 O a U to w z O V) w w Q 0 DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. I �J I --I Q I --I ~ J m Q Q > Q = z W w O 0 U 66 w T J U')i Q U w W J m Q Q O w z no JOB NO. 43266 SHEET NO. C1.0 L_ CC-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR BE SUMMARIZED FOR EACH CURB CUT RAMP. DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CG-12 DETECTABLE 48:1 MAX WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND SPECIAL DESIGN SECTION FOR APPROVAL. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP 4' FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. TYPE A 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR,MID-DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 4/2'. 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS i ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. 5' MIN 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED y 12'� BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B BE HYDRANTSED BEHIND VEHICLE DROP INLETS, ETC. STOPLINES, ROUTES PROVIDEEXISTING LIGHT OAESCONTINUOUS FIRE PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 12:1 MAX THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND 12:1 MAX n _ THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS - m _ PERPENDICULAR TO THE CURB. 5' MIN x x *9f- I- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT c ? ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' MIN AT , 2" HIGHER THAN TRUCK TRAFFIC)FOR CONCRETE DEPTH. EDGE OF PAVEMENT 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, AT)K)K ,SAME AS TOP OF CURB THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 11. WHEN ONLY ONE CURB RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C A 4'x 4'LANDING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4' x 4' LANDING AREA MAY INCLUDE THE GUTTER PAN. TRUNCATED DOME �n 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C tO CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� o WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FIELD 0 0 0 0 0 0 z -MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH ,L g THE BACK OF CURB. - w 0 0 0 O O O 0 O 0 O 0 O - U - O O O 0 O 0 0 0 O O o O Tp LANDING RAMP cj 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 t o o a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 i 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 50%-65% OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Qc�I � TOP DIAMETER DETECTABLE WARNING I VARIABLE FULL WIDTH OF RAMP FLOOR _I AT BACK OF CURB I _ _I 0.9"-1.4" SEE NOTE 12. F BAS' E f PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL VDOT C G -12 DETECTABLE WARNING SURFACE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET IOF 5 REVISION DATE (GENERAL NOTES) 1os 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 203.05 CG-12 •5 DOWELS, 8" LONG I PERMISSIBLE AT 12" C-C- CONSTRUCTION t 12:1 MAX ^I s 12:1 MAX N N RAMP � RAMP rcrr Tem n rcrr TALI n J A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 : 1 M 20:1 � 48 - 1 MAX z MIN. SECTION A -A PERMISSIBLE a CONSTRUCTION JOINT V) 0 SECTION B-B A 4'SOUARE LANDING AREA II I 0� OUTSIDE OF TRAVELWAY CROSSWALK CURB a SHALL BE PROVIDED FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CROSSWALu SEE SHEET 1 OF 5. S• WITHIN THE MARKED 4�� � N CROSSWALK ARE0. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT '' CURB 4BUFFER IS LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5' SIDEWALK STRIP SLOPE. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 XVDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203.07 07/16 BOLLARD DETAIL No Scale WITHIN CROSSWALK LANDING 48:1MAX, DIAGONAL PLACEMENT SLOPE LANDING 481 MAX LANDING 48.1 MAX. SLOPE SLOPE II CURB 5' MIN = CURB o 1 CROSSWALK Rz:1 M0 � k CROSSWALK _1z:I f x _ %%°k GRASS CO NCR CURB II (n CURB WITH BUFFER STRIP WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATIO REFERENCE TYPE B (PARALLEL) APPLICATION 105 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 ­ kMETER STEEL FILLED WITH ,'RETE. BOLLARD L BE PAINTED OW PAVEMENT 2'-0" DIAMETER :;ONC. FOOTING EXIST GRAD METAL INSPECTION FRAME W/SOLID LID r- (NEENAH R-1975 OR EQUIVALENT) L_ 3" CONCRETE COLLAR � CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF L INE CLEANOUT DETAIL No Scale SIGN AND POST DETAIL No Scale TOP OF CURB VDOT STANDARD CG-2 CURB No Scale 4" /. R=2" VDOT A-3 CONCRETE CONTINUE 21B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB CONIC CURB AND GUTTER CLASS 3A, (f'c=3,000 PSI) CONCRETE a a a a a a 7H 4 4 4 a a 4" MIN. o o 0 0 o 0 0 0 0 0 6" 6" 2'-0" CONTINUE 21B STONE COMPACTED BASE FROM ADJACENT SUBGRADE PAVEMENT SECTION UNDER CURB VDOT STANDARD CG-6 CURB & GUTTER No Scale " ASPHALT SURFACE COURSE " TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS LIGHT DUTY ASPHALT PAVEMENT SECTION No Scale NON -SLIP BROOM FINISH VARIABLE WIDTH' MAX. CROSS SLOPE 2% a a A a Q d " O 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS _ =4- NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT STANDARDS. 7-1/2" ANCHOR WITH Y8" REBAR IMBEDDED 24" IN GROUND; 2 PER WHEEL STOP PRECAST CONCRETE WHEEL STOP No Scale H 0.5' FROM P OF FACE OF CURB CONCRETE BUMPER BLOCK ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN HANDICAP SIGN LOCATION (VAN) r LOCATION (TYP.) EOP PAINTED//// PER 2% MAX. 18, y _4„ VDOT SPEC. y OI 1 81 OI Qr TYPICAL Li VAN f ACCESSIBLE ACCESSIBLE HANDICAP SPACES TYPICAL PARKING SPACE DETAILS No Scale 18, FACE OF CURB 4" PAINTED STRIPE (TYPICAL) REGULAR SPACE RESERVED RESERVED PARKING PARKING PENALTY PENALTY $ 00 - $500 FIVE $M - $500 FINE TOW AWAY ZONE TOW AWAY ZONE _F VAN _F U ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED GRADE GRADE SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. PARKING SIGNS FOR THE DISABLED No Scale 4.5" ASPHALTIC CONCRETE SURFACE ,OURSE - SM-9.5A .5" INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS HEAVY DUTY ASPHALT PAVEMENT SECTION No Scale EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR EQUIV., SEAL WITH SILICONE SEALANT 1/4" SEALANT NON -SLIP BROOM FINISH WWF 6x6 W2.9xW2.9 2" 7" 4,000 PSI AIR ENTRAINED PORTLAND CEMENT CONCRETE oUiooUiooUiooUiooUioo 6" TYPE 21 -B STONE COVER COMPACTED SUBGRADE (CBR 11.2) (22=3) DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS HEAVY DUTY CONCRETE SECTION No Scale TOP OF CURB FLUSH CURB No Scale VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB TH 0� F+( Lie. No, 31371 'I ONAL M E 0 o 0', U N N � > E W � ~ � U 3: Q LL o 0 LL L_ r, w O rp EY LLJ = M a U 00 W J - Ln 1-d n- > o N U LY N z � � rn Q:X O Q LL _ N N = U � ul _Ln O N � M CO JLu D 0 (D 0 0 w > U a z O 1 > D 0 w Q DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. [� JOB NO. 43266 SHEET NO. C1.1 0 > N U C O) 0 0 Iv 0 0 Q Q 0 Iv Z3 1) 0 s= ,z 0 0 DO 0of O O z O �2E 0 g s= - �o E_ O �CD �N a o O C: Of w O 3 z rn Cn �Q �x oY w0 Qy .3 Q� uN U NC O U U L- (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) NYLOPLAST 12" DRAIN BASIN: 2812AG X MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) HALF PLAN VIEW 18" MIN WIDTH GUIDELINE SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE* FRAME &COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES ARIABLE 0° -360° TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. i (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN BASED ON WATERTIGHT JOINT " (CORRUGATED HDPE SHOWN) 4" MIN MANUFACTURING REQ.) r (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: y 4" -12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX' SCH 40) PVC C900/C905 CORRUGATED &RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1299CGP 7001-110-202 STANDARD MEETS H-20 1299CGS 7001-110-203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE N/A 1299CGPB 7001-110-205 DOME N/A 1299CGD 7001-110-206 DROP IN GRATE LIGHT DUTY 1201DI 7001-110-021 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR Nylo last FAX (770) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME www.nyloplast-us.coi 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO THIS REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL), CONTAINED HEREIN, OR MANUFACTURE OF ANY N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS DATE 0311-16 12 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. PPPnAlcclnnl rPnnA nIVI nPI Acr DWG SIZE A ISCALE 1:20 SHEET 1 OF 1 DWG NO. 7001.110.189 REV E NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) a (5) ADAPTER ANGLES VARIABLE 0° - 360' ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING N0. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME N/A 1899CGD 7001-110-215 DROP IN GRATE LIGHT DUTY 1801 DI 7001-110-074 SPECIFICATION REFERENCE 302 B-1, B-2 EE IMMM■ ///mMMMl ////.til M M 0 �!!!�IalalaLL-� mMMMMl talaMMm .�7////l1MMMM: 7//// rzzz/ VA IMIll itatatatata Ititititi■ m iiiiiiizzzoIM MIMm- 1 FLAT SLAB TOP AS DETAILED ON STANDARD T-MH-2 MAY BY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY THE ENGINEER. HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45P TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 1 0.970 1 5.265 17 4.0 1 1.173 1 6.032 INCREMENT 0.45 -1 0.582 MANHOLE FOR 1211 - 4811 PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION W dl J , I STEPS I(AS REQ'D.) ' I P. '. I.. Q 4. . IT X } D ICI E B-1 MONOLITHIC MH-1 J DI-1 rn A -- N �} N rn 9v„ 2,-7„ 9Y „ 4'-2" DI AAI (GRATE REMOVED) DIMENSIONS ♦ CAST IRON ONLY/ DETAIL A %2 SECTION CAST IRON -+- '/2 SECTION STEEL NOTES 2'-7" LUGS TO BE CAST WITH 1'-31 L 2%z" x 2%2' x I/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON COLLAR 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10' USE STANDARD DI-lA B B A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS � I WILL BE MEASURED FROM THE INVERT OF A CAST GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE F, IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING N 66 ± WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS OPTIONAL BRACE RIBS 43.6 LBS SHALL BE DETERMINED 3 LBS I TOCOLLAR CONTRACTOR FROM CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE LUGS CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE %z" x 1%2" x 4"J Ir I %z" x 4" STRUCTURE. LUGS 12" STUD SHEAR CONNECTORS 4. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT SEE DETAIL A� OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING COLLAR DETAIL %z" MIN RAISED AND PLACING ALL MATERIALS INCIDENTAL LETTERING I z TO INLET SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. DETAIL B 6. THIS ITEM MAY BE PRECAST OR CAST - IN -PLACE. NOTES 4'-2" HARDWARE 2-6 SEE DETAIL B 7. #4 X 8" SMOOTH DOWELS AT 1. QUANTITIES SHOWN ARE FOR MANHOLE 2'-7" CLOTH 1,_3„ I APPROXIMATELY 12" C-C TO BE PLACED IN ALL AREAS ADJACENT WITHOUT PIPES. THE AMOUNT DISPLACED #68, TO ABUTTING CONCRETE TO PREVENT BY PIPES MUST BE DEDUCTED TO #78 OR SETTLEMENT. SETTLEMENT. IN LIEU OF DOWELS OBTAIN TRUE QUANTITIES. w w w w p'v #8 x 6" WIDTH 0 A 2"X4" NOTCH MAY BE PROVIDED. 2. A BASE THICKNESS OF 9" WAS USED IN a a a a a a a CL p. o _ N SEE STANDARD T-DI-3, 4 FOR ALTERNATE DESIGN. COMPUTING CONCRETE QUANTITIES. N ;� • D COLLAR D ES WEEP HOLE 3. INCREMENTS TO BE ADDED FOR EACH x Z a . SEE NOTE MERUp TH 12"X12" 8. 3" DIAMETER WEEP HOLE WII/4" MESH PLASTIC HARDWARE CLOTH ADDITIONAL FOOT OF DEPTH. Z Z Z g 12" iv OR GALVANIZED STEEL WIRE, MINIMUM 4. MATERIALS MAY BE BRICK, CONCRETE OR N;� �= 12"-15"-18" OR 24" MEE WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY APPROVED CONCRETE MANHOLE BLOCK. 2 N iV TO THE OUTSIDE OF THE STRUCTURE. N M o 5. IF BLOCKS ARE USED THE MINIMUM p o p , 9. CAST IN PLACE CONCRETE IS TO BE THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM p o CLASS A3 (3000 S. PRECAST CONCRETE IS TO BE 4000 PSI TO WALL THICKNESS SHOWN FOR CONCRETE. SECTION A -A 1� 6. ALL CONCRETE To BE CLASS A3. CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE ACCORDANCE WITH STANDARD IS-1. 15" CONCRETE PIPE - 1,528 CU. YD. CONCRETE THE COST OF FURNISHING AND PLACING 18" CONCRETE PIPE - 1.620 CU. YD. CONCRETE ALL MATERIALS INCIDENTAL TO THE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ADD 0.469 CU. YD. PER ADDITIONAL FOOT OF DEPTH. VDOT VDOT 10. ANY ALTERNATE METHODS OF ANCHORAGE III I '�1 4"jj MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON APPROXIMATE WEIGHT CAST GRATE 63 IRON 8 LBS LUGS AS SHOWN HEREON. ASTE RWAY DUMP NOTO 11 LLETTERINGNIS REQUI EDSON ALL DI-1 SECTION C-C SECTION D-D GRATOF VARYEBYLOCATION MANU AC URERTTERING MAY GRATE DETAIL ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS STANDARD DROP INLET REVISION DATE SHEET 1 OF 5 SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE: MAXIMUM DEPTH (H) - 10, 106.01 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A, 38, 3C FOR DETAILS OF INLET EXPANSION JOINT 3'-10" FRAME & COVER BACK OF SIDEWALK WEEP HOLE (AS REQ'D.) STEPS (AS REQ'D,) SEE STANDARD IC-2. WEEP HOLE (AS REQ'D.) BARS G 4'co BARS c mow '\ 2" ARS F cn zi #, Owif J 6- ........ ALTERNATE JOINT DETAIL II II BARS DBAR F BAR A FACE OF CURB CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT W MIN. PLAN 10' MAX. [--A L-VARIABLE - MAX. 20' 2'-0" 8„ B 8„ NI �I IE D 0I IE x 6" - W5.5 x W5.5 WELDED WIRE FABRIC OR EQUIVALENT AREA 6" 7 2" ad 4 FOOTING fE D + 8" + 2X �I B-2 11 DOGHOUSE WITH FOOTING NOTES: 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS, "H" (LIN. FT. FOR MANHOLES) DIMENSIONS, ETC. 2. ALL BASE UNITS ARE TO BE IN ACCORDANCE WITH THE REQUIREMENTS OF AASHTO M199. 3. CONCRETE SHALL BE 4000 PSI. 4. WHERE OPENINGS ARE REQUIRED FOR PIPE, THEY SHALL BE FORMED, DRILLED, OR NEATLY CUT AS APPROVED BY THE ENGINEER. THE CONTRACTOR SHALL FURNISH THE FABRICATOR WITH THE ANGLES BETWEEN CENTER LINES, THE INVERT ELEVATIONS, AND THE SIZE OF ALL PIPES TO ENTER THE MANHOLE. HOLES ARE TO BE A MINIMUM OF 4" TO A MAXIMUM OF 8" LARGER THAN THE OUTSIDE DIAMETER OF THE PROPOSED PIPE. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. "D" IS NOMINAL DIAMETER. 7. IN THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE STRUCTURE. 8. TONGUE AND GROOVE JOINT ARE TO BE OF FABRICATOR'S DESIGN MEETING VDOT APPROVAL. JOINTS ARE TO BE SEALED WITH MORTAR, 0-RING GASKETS, OR BUTYL RUBBER. 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3 -DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TOO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06 PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR SEE DRAWING NO. NyIO IaSt FAX (770) 932-2490 REVISED BY NMH PROJECT NO.INAME CONNECTION TECHNICAL INFORMATION SHOWN HEREIN 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO www.nyloplast-us.com XVDOT TITLE ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION ROAD AND BRIDGE STANDARDS N-12 HP, & PVC SEWER. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-14-16 18 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL SHEET 1 OF 1 REVISION DATE 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PPPAAICCI(4d rPfMA NVI (1PI ACT ,".,°,,,,,,,,,,,,,ter[DWG 103.11 SIZE A SCALE 1:30 SHEET 1 OF 1 DWG N0. 7001-110-191 REV E DIMENSIONS D X MINIMUM Y MINIMUM SUGGESTED MAX. PIPE SIZE ABSOLUTE MAXIMUM{ 36" 4„ 6" 18" 21" 48" 5" 6" 24„ 27„ 60" 5" 8" 36" 42" 72" 6" 8" 48„ 54" 84" 1 7" 1 8" 60" 66" 96" 8" 8" 66" 72" DEPTH "H" OF 36" DIAMETER BASE UNIT RESTRICTED TO 4'-0" MAXIMUM. �{ ONE THROUGH PIPE ONLY. (ONE PIPE ENTERING AND ONE PIPE EXITING STRUCTURE) STANDARD PRECAST BASE UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION I- - - - - - - - - - - - - - - - - - - - - - - - - - RS G BARS F BARS E *3" DIAMETER WEEP HOLE FRONT ELEVATION G TTER REMOVED) 3`0" SPECIFICATION REFERENCE 233 302 EXPANSION KEYED JOINT Y CONST. BARS D J APPROACH JOINT `D f GUTTER BAR G 2 WARPED w 0 00 GUTTER BARS BOF a m BAR C 2 _ _ _ SUBBASE HARDWARE BARS F CLOTH o + I WEEP HOLE, = o w o o I SEE NOTE E r W STEPS.'SE NOTE 5 FO. 8" 2'-8" Ig 4'-0" SECTION A -A 6' MIN. 10' MAX. KEYED CONST. JOINT 2' 10" 2" WARPED x 2„ GUTTER APPROACH BARS A GUTTER .7„ �e 60- BARS E BARS B - - - I „ I-u 1 /4 rE�T 5XI/4" BENT PLATE �- \ SECTION B-B " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. I/4 L21/z"X21/p"XI/4" • GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG 2 & CG 6 STANDARDS. TYPE A TYPE B I/z" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2' C-C. CONNECTORS AND IS TO 6E ANCHORED WITH I/z" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR.PAVEMENT DI-3B L DI-3C L WARPED PAVEMENT - _ _ = I FLOW l FLOW If 1 J 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL SPECIFICATION XVDOT SPECIFICATION REFERENCE REFERENCE ROAD AND BRIDGE STANDARDS STANDARD CURB DROP INLET 105 SHEET 1 OF 2 REVISION DATE 12"- 30„ PIPE MAXIMUM DEPTH (H) 8' 233 302 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 8" IT H 0p I--r Lie. No, 31371 G SIONAL M E O O M U N N � > E w E +� ~ U a 3 Q�� LL 0 LL o w O LY Q0- J U 00 w J - u1 H > p N (3 L u N � 3 O X u_ oa ='IT =U >%.00 Q . c Ln 0)O N N � i M d � CO JLu W Q DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. �•J J ,^ H J m Q Q' a w W o p U C W6 J ,^ L� Q n 1 W w J m Q Q w O z i JOB NO. 43266 SHEET NO. C1.2 �a �O -0O� o CD U) �z mO o� c _ T � @ O E c c N 0 c a o Wm 0 3 Z N O m � Q g x H o a� o w 0 m o 0_ w m c � Y U) � 7 N x c O O a)U :5 i [; 0 c 0 U c O N E za m c U N � m N c v .o N U a 2 c N O c U) O c U @ O o_ w- 0� L `m c CU C0 >, E 0 a 2 0 rn O N se LID O w 0 0- T 1 MUELLER CENTURION (A-423) VILLE THREADS WHICH IS OR APPROVED EQUAL THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (270°) 7 CU. FT. 18" VALVE BO GRAVEL 2500 P.S.I. CONCRET BASE AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PIL WHEN THE SOIL IS DISTURBED OR WH 3/4" THREADED RODS TO A HYDRANT IS LOCATED IN A FILL, ANCHOR MAIN IN ALL INSTALLATIONS. RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, 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' 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. NOTE: HYDRANT MUST BE KENNEDY GUARDIAN (K-81A) EQUIPPED WITH CHARLOTTES - TYPICAL FIRE HYDRANT ASSEMBLY DETAIL No Scale METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2, 3'1' 5'0' 3'8' 2' 311' 5'0' 318, 3' 5' MIN, 10' MIN, 61 MIN, 4- 5' MIN. 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES f------ ---- ------I I I I I I I I I I I I I I I LIFT HANDLE L----------- TYPICAL METER VAULT SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ (NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH 44" MIN. 60" _ I 36" a a a a a . ° 18 MIN. 37" MIN. fWINGNUT LOCKING ASSEMBLY 12" MIN. BYPASS 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, N.T.S. TYPICAL METER VAULT (1 1/2" METER FIG. W-7A N TS FIG. W-7B TD-15 VARIES I VALVE BOX TO METER BOX (SEE FIG. W-I THRU W-7E). VA2" COPPER 'e• y° RIES WATER MAIN M.J. FITTING 4" DIP 4" PLUG THREADED FOR 2" COMPRESSION FITTING RESTRAINED JOINT FITTINGS NOTES: • GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA. • SERVICE LINE TO CONNECT AT MAIN WITH X"x4" TEE. • REFER TO FIG. W-3 FOR THRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 2500 P.S.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT "v TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 9I O ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID u M.J. GATE VALVE WATER LINE � I h T I I I _ I 2500 P.S.I. CONCRETE a 2'x 2' BEARING AREA THRUST BLOCK a a a a a NOTE: IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. GATE VALVE JYP No Scale It FOR ALL BENDS 45° HVI>450 �T� SECTION 1-1 1 WIDEN TRENCH' ACCOMMODATE ANCHOR IF REQUIRED. BEDDING AS REQUIRED FOR TEE OR WYE FITTINGS SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL. SIZE OF (FEET) CU.YD. (FEET) CU.YD. BEND L H T L H T 90 2.50 2.50 3.01 0.24 4" & 6" 45 22 1/2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 2.00 2.25 2.50 0.15 11 1 /4 1.50 2.00 2.50 0.10 90 3.66 3.16 3.21 0.48 8 45 2.66 2.66 2.77 0.26 22 1/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10" & 1245 3.33 3.58 2.95 0.43 3.83 4.00 2.83 0.52 22 1/2 2.33 2.58 2.86 0.24 11 1 /4 1.83 2.33 2.84 0.18 1 1. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE CHANGES DIRECTION, CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS No Scale (4) 1" (25mm) DIA HOLES 1 1/2- ON 32 3/4" (834mm) DIA 27 1/2" DIA [38mm] BOLT CIRCLE. [699mm] O O 26 1/4" DIA [178mm] [667mm] VZA -L DIA I` [60606mm] 28 7/16" DIA I 5/8" [722mm] ~j [16mm] 36" DIA 26" O O [914mm] [660mm] 1 1/2" FRAME SECTION 13/16" [38mm] [20mm] 2" (51 mm) LETTERS (RECESSED FLUSH) 1" [25mm] N I q 3 1 /8" 1 SP �� 3 13/16" [791mm] 0 22 13/1613mm] 2 1 /8 [97mm] [579mm] [54mm] 0 25" 1 1 /16" 1 3/8" [635mm] ] [35mm] 9/16" O.D. OF GKT GROOVE [17mm [14mm] SECTION VIEW 1/4" (6mm) DIA CAM Bol_r NEOPRENE GASKET SEE ASSEMBLY DETAIL (2) WSHR 1 /16 X 5/8 X 1 1/2 1800" RUBBER PART# 00981045 S (2) CORED 71 5/8" (2) BLT HEX 5/8-11X3 1/2 SS E W PICKBARS [5mm]2400" [41 mm] PART# 00981250 1 1/8" (29mm) DIA BOSS [6mm] [13mm] .V2 Jt63 DIA. STAINLESS STEEL ROD PART# 00981318 1.50 OD SS PLAN VIEW PICKBAR & LOCKLUG HOLE DETAIL NOTES: (2) NUT HX 5/8-11 ZN NYLK PART# 00981284 1. ALL MANHOLES WITHIN 100 YEAR FLOODPLAIN OR LOCATED IN AREAS SUBJECT TO FLOODING SHALL HAVE WATERTIGHT FRAME & COVER. ���(2) NUT HX JAM 5/8-11 ZN 2. ALTERNATIVE DESIGN FOR WATERTIGHT COVERS WILL BE CONSIDERED. PART# 00981228 3. COVERS SHALL BE FIXED TO FRAMES WITH LOCKING LUGS OR SIMILIAR ASSEMBLY. R LOCK LUG TYPICAL WATERTIGHT (SHORT) )PARTT# 001 3585 R A A All In1 r rr-1 A R er n 1'%n11rP9 LOCK LUG ASSEMBLY Ld J z I D. V ID 12" I I N.T.S FIG S-I-E 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN FLEXIBLE CONNECTION NOTE: WITH STAINLESS STEEL ALL CONNECTIONS TO BAND EXISTING MANHOLES SHALL w BE CORED AND A FLEXIBLE CONNECTION BOOT " INSTALLED 2" BRANCH O TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE N TS FIG. S-1-B 36"MIN 24"MI REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -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 NSTALLATION IN TRENCH N TS FIG. S-3 FRAME & COVER (SEE FIG. S-I-D,E) SLOPED AREA STREET SURFACE OR NON -PAVED AREA 1 -0" MAX a a RUBBER COATED STEEL ' STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12"" MIN "0" RING SEALS 4 16" MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5; FROM INLET TO OUTLET SHALL BE 0.20 FEET. CONCRETE ° VARIES DEPTH OF FLONJ FILLETS ° CHANNEL TO BE. 3/4 DIAMETER OF CONTRIBUTING -- T d SEWER. IT 4 44 e. 12 A FILLETED INVERT FOR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE PROVIDED. MIN. 6" BEDDING NOTE W/ NO. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. 44 a ° SET DOGHOUSE BASE < ° EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL ° °�° :° MIN. 12" CLEARANCE BE PREFORMED BY 4 BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE ° OUTSIDE DIAMATER PLUS 6". 12" THICK VDOT No. 68 STONE BEDDING 8"x8"x16" AND 4"x8"x16" SOLID CONCRETE BLOCKS CENTER W/RISER DOGHOUSE MANHOLE BASE WALL (4 EACH) MANHOLE ABOVE BASE SHALL FILL DOGHOUSE OPENING BE CONSTRUCTED AS SHOWN EXISTING PIPE WITH 3,000 PSI CONCRETE ON FIGURE S-1-A /AROUND OR NON -SHRINKING GROUT • • O••••••• ,v •- •- N .O.00J•000• '�ii•iiiiii•�` j/ •w K01AIALwAlld• NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW SEWER LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al TH 0� Lie. No, 31371 SIONAL M E O 0 � v N � N O Q 0 >E w °' E +� ~ Lu U 3 Q �! 3 w 6L 2� 0 L w O uj L M Qa J U oa w J - u1 H cl�� p N C7W N� z � °� , O X � oJC � u_ oa =� c U > Ln Q c Ln rn 0 N N 4 i M a- 00 J CD Lu vi O CD O H 0 LL.i > w_ U a z O (n > 0 W Q DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. H� 1 J HMS W > z W O U LLJ T J Li Q 1 LLJ J C0 J a W ■ JOB NO. 43266 SHEET NO. �a 5O -0Q� o O CL 2Z mO 22 og c T � -_ c o m a o c Z N O 2 g x N o w 0 0 Qw Y fn � 7 N X 0 0 U U :5 2 �N �_ �° a) o E 7 Ca U CU -O0 m �U � °_ o .o N U a 2 C N U C 0 0 C U @ O o_ w. o� 0 0 m -= L_ OP TMP# 32-97 / ' ' / °32'39 = / ` - - - - /_ \ \ \ \ \ \�-� - - - - - - I I \ —��.� \ " // / t}p- i — - - - - \ \ \ \ \ C-E TERLINE OF STR�AM 5 - GOLD LEAF LAND TRUST N0 3, / / / c,/ _ - _ _ \ \ \ \ \ \ 1 \ 53 \ \ y / ' // ' WENDELL % / / /h�/'' — \`---------_ ----- \\ \ \\\ \\_- \ \ \ \ \ , 5, ` \ \� /�\ / / ow D.B.9745PG.696 / I (��O / , / / // �: ------ - - -- �;----------- \\\\\\ \ \ \ \ �\ \ \ \ \ I \- \ / /( �X— \ \ \ \ �� AAS l \ iT� �555- — 1\\\ \� \\\ \ \\\ \\ \ \\ \ \ \\ \ / / Lie. No, 31371 I ECG 0' STRFA1t/ Bb6c FEl? ` \ \ \ ` _ \ / / / / f / /5 M I= s�glG,VAGL_ Q 000STAMBU Ei w N WIRE l`E�Iq!` / — — — _ — _ — — — — _ \ /� I / / \ \ \ �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` / / , / / / / W Lu / // i // '' / ' // /' /' / �/ / —' �__/ /— TMP#_32-98 �\ \ - - �� \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ I / // \ / / (�� , / I / i Lu C', a U_NIVEWSITY OF VIRGINIA _ \ \ _ \ \ \ c3 "� M — 665' _ _ _ , ' A AL ESTATE FOUNDAT70N \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 \ \ I / \ / / / / , , / < O X cn / // r=---=----_,---- ��-______ D.B.27,2P�.325_-__ \\ \ \ � �' — — _' � \\ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ ' ' ' WIRE FENCE / / / - \ \ \ \ \ \ \ ` , / / / I/ / , / � = o N z _5j D. B. 2635 PG. 454 \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 1 1 / U > ko O o Lu \ cS� \ \ \ \ \ \ / / , / / / / , i o w 570 kVIRE \FENNE _580� ���__� — — ^�=-__-_-- \\\ 1\I 1 \\ \\ \\ / /\\ \\ \ \ , , 1 1 1 11 \\ / /' // /'/ / / / /Lu Lu _590_ I h0// cn DATE 51612019 - _ - ---_ / / / / / 4J DRAWN BY / / / III I I ! ♦ ' ' / / / ' / //, \ \ \ \ \ \ \ \ \ I l I O 1 I , ' S 5 / / ' / / / / / / � \ \ \ \ \ \ — — — _ — — — — — — — \ \ \1 I lI / I 1 ► 1 � 1 I I / 1 �' � 5 �/ / / / // �. � I / Z.DAHL III!( / — / � / / / , //� \ \ \ \ \ \ \ \ SjS \ \ 1 ' l l / l I I I I 1 1 1 / / / � / / / / � � / / � / \ \ \ I _ / _ _ _ , \ \ \ X I 1 1 / / / / / / / D DESIGNED BY /r/ \\ \\\ \ '/ / / \ \ \ \ \ \ \ \ -- - - - - - - - - - - - - - - - - - - - \ \ 1 1 I 1 I I / 1 / II I / 1 / /' / / /' Z ' • 5-�' i ice' — \ \\ \\ \ `scP \ \\ \� \ I I 1 I 1 / / / / 1 / / / // / // gp \ o \ \ 1 I I / / / / / / / / / / / ' A. ALLISON \ \ \ \ CHECKED BY /' /' _ - / / , / , �I 1 \ \ / // \ — \ _ \ \ \ \ \ \ \ \ \ \ \ _ _ _ _ _ - - - - - - _ _ \ \ � � I 1 I ► x I ' l 1 I 1 I I I I I /' � / � / / / / / , / / /' / / • J. HASH / ' ' / /i / / _ \ \ / \ \ \ �> \ \ \ \ \ \ \ - " _ - - - - - \ \ 1 I 1 I 1 ' 1 I I I I I I I I I I I / / / / / , /' , / ' ' • • SCALE I I I / / / / / / / ' 1 - 30 I V. ()T%54�RCP _/l / \�//' - - - --- - - - - -- ` \ \ I 1 1 ► I 1 1/ I I I I I / / / ' / / / /' ' c6 z � - - - - - - - - _ _ _ _ \ \ I I I I I I I , \ 1 l/ / / / / / / / I - - - - - / E�ANE - \ 1 \ I I , I I I ► 1 I 1 \ \ 1 ` \ / / I —I om \ \ \ \ \ \ \ \ I , 1 1 / / SANITAR'S SEWER DESIGN / IN \ \ � � \ � \ I I I I I I 1 / / / / BY OTHER. SEE PLANS/ / N ___ I \ \ I I I 1 \ \ TITLED "UVA RESEARCH— / PARK SEWER EXTENS101Q" ' - i \ / / / \ \ \ INV�N 95 %P�X R AD i� / ' / ' / \ \ \ \ \ ELEV.=�0.80^ \\ \ \ \ \ - - \ I �� �I _ 0 1 / / / \ \ \ 1 / r -590- \ / \ \ 8S \ I \ WIREJFEN�E I I I I/ I I I I I ► I / / / D O 11-4 \ \ \ \ \ \ 588. _ _ _ - - - ' - - \ , ,' / / I / / / / ' I I I / / ' / , / / / / ' / ' / / ' _ REAL E 584 - — — _ — — — — — — — — - ' / \ ' / , , / / I I / / / , / / / / / / / - ------ (A z z 582 i Z I O O 580 566/ U - - 578 568� _ - - - - - �U _ ---------- - 7576570 Q _ S7-580— / Lu -- - - --- - -- 7 _j z \ \ \ SAN- — — _--- \ \ \ w \ \ \,sAN - _SAS — — — ROAD IMPROVEMENT BY — 1 — - T\ ,/ . : , _ _ — —T _ — , , • �— _ _ mmmjxr It — W — _ W — — - - - AN OTHERS. SEE DRAWINGS s — — — — — ' \ ! — — — — SAN w X - --- - - - --- SAN= /' — —N SAN / / / / , = W •\ \• .� • \. 580 _ --- — - — — — — — W TITLED "UVA RESEARCH - -_ - - - , , ,::PAN \ \ ' _r y -�------------ - PARK LOOP ROAD" — \ ——\-' L 'I'I — — = —' = W \\ \ \578_ _ _ _ __°- UFO----`=-Ei - ---- --- - \ \ \ / \ /l / \\\\ \ ' ' l l •l/ s ,/ V _ _ _ / /r e.• - 1>1 \\ \ 568\ \ J ---- ` o _ _ _ _ --_\ \ \ \ ` _ _--_ _-- c--- - _�'\� / �' / , 576 / 575— ' �\ \ 574 580 O _-/ D 1 \578 STORM INLETW/G _l Z I l/ / I / \�- -------------- r (p \ \ \ / 1 2.5'X2.5' LLI TOP ELEV.=572.56' Ti \ \ / / / '/ / / / , \ I INV. OUT=569.96' 98" RCP I I I / ' I/ \ ` , _ _ _ - - - -580_ ASPHALT PARKING ���� \ \ I (HOLLYMEADEFIRE L \ \ I I AND RESCUE / I 1I 8' HIGH BRICK STEEP STEEP SLOPESMHD ) 1 ` WALL 8" WIDF/ i// TOP ELEV=573.99' (MANAGED) _________ _ SCALE =30 _ IL INV. CENTER=567.09' JOB NO. STEEP SLOPES FULL OF WATER / i (MANAGED) 0 30' 60' Jill SWM 43266 I I IFACILITY/BMP I INV. OUT 98"RCP I I I I I I I I // SHEET NO. ELEV_ . I I I I 54"GONG. RISER C2.0 ❑ I \ I I �a 5O -0Q� O (D CU) z O Q 02 T � m o �(D m U) a o 0 C� 3 U) Z N o� 2 Q � x ow 0 Qw o .3 Y fn � 7 N X m o O U 2 �N m `o E -0 U m .015 .2 :2 m -0 U O N O CA. m U c N m 0 0 C U m 0-0 N N L ;n c m cn E m T rn 0 N co c 0 0 a 3 LEGEND 41 64 VEGETATION TMP#32op -17 ' �32'39 =1- - - - - - - - - - \\\ _ \_ I ' \ -��.� ` /� / - jy 0' El REMOVAL �I ' - - - - - \ \ \ \ \ \ C-EAITERLINE�F STF�F�AM I \ \ ` / / / GOLD LEAF LAND TRUST NO 3, / / / (,� / � ' _ _ - \ \ \ \ � WENDELL % / / /�h// \`-------- ----- \\ \ \\\ `\'- ` ` ` \ I \ 5� \ \ \/ /�` / / / �� /' GRAVEL D.B.9745PG.696 / I ��� / / / / /// - - -- -- --- �----------__-------\\\\\\\\`\`� \`\`� \\ `\ \ `\ `\ I\ I- \ \\ / �(\ / /��/ �/ / ® REMOVAL AS CJ --_ \ / / / v 555- ----- \ / I / / LIMITS OF Lie. No, 31371 DISTURBANCE IONAL ECG �`0' STRFAMB(JFFE / s�gllvG,VAGLj� /- - \ \ - - - - - - - - \ \ \ �00' S\'\TRE\AM18U Ef+� \ \ \ \ \ \ \ ` \ \ \ / / , / / / / / / 550 > E / W WIRE Lu V7' / / \ \ / �� \ \ \ \ \ \ \ \ \ \ \ \ ` / / / / / D / / ~ � � M WQ U WIRE FENCE a—Lnw OTO REMAIN TMP#_32-98 _ _-- �\ \ `— \ \ \ \\ \\ \ \ \ \ \ \ \ \ 1 \ I / // \ / / (��, / / I / /�, // / \`\ \ _/\ /�� \`\ \�\�\\ ` \\/\ ` /\\_\ \ \\ �,\\\ \ \\\\� \ % \ \ \ \`\ \` \ \\\\\` \\\\\ \ —\\\ \_�-\_—/_--_—' -_ __-- -_ - -/ --_ _ --/ - __—\-- - -_ --\ --\—\-- � \� - - \S—_ �X ��_\\ — -\ \ \ 1 \\\1 \ \ \ \ \ \\\ 1 \'\ I\ I _\ \1 1 \\ \ I\I I \\ _ \ \\ \ i II,1 \ II`I 1I \ I \II I\ � I\ I1 II I 1II � 1\ \1 I \\\1I I I I I II 1 \I' 1 I II\ I\ II II I \ 'Ii , ,I I I\I�/I � \I/ \ �II I I`\ II 1l'\ III 1 I ,XII 1 \ I` I 1I `I I I1I Il I1 II I \1 II \ III11I , II I / I I I 1/cb1 ' II I I\1 1 I1►I / III I� / \ \ I\I I'I\ 1' \ ' I\ I 1I\ \ I II II \ 1II II1 \\ I\ \I II 1 I \ I\ I 1 \II\ \ \1\ I \ \I \ \ II\/ I I I1 I\ II I I 1'` I ►1 I \ �1pI o �I II / \ I/\ \\ l \ \ 'I II \1II 1 \ II , I \ I \I 1\1� I III\\ I / /1 / / I\ 1/ 1I/ III I / /1 I /1 I 1% I // � / / 'I/ /�I I / /I' \ /I / /II II / ' I//l// /\/I/ I / /// / I I/,// '1 / /r///'/// ////\/ /' / /' \ / // ////// // /,- '/ \//'// y/ -5' /y //// '/ -/ / /'/ / / ///'\/ /\ // /// // /////' / / ' / ,// //,/ / ////,,/ / \ \//r/ /// '/ I I // �\ •••_ •W_•N (3 �c , NI °'rn UNIVEWSITYOF VIRGINIA v � ,gEAL ES -TA 0 acapzOn -yg5Q w r --- D.B.272PG.325�o� � It WIRE F=NCe / DB. 2635 PG. 454 v° -- - - - -_ 7B.1302PGQ O 0 REMOVE oa' �,WIRE FENCE (l/lR� FENNE _ S 580 �o w_01 U/ REMOVE mAREA OF 0QI -I DATE DISTURBANCE: 6.40AC VEGETATION AS ii.'NECESSARY > -_ -- - - - - -5/6/2019 O> DRAWN BY Z. DAHL z> DESIGNED B Y /r, N \ \\\\\\ \\ - _ _ / - - _- /�' ' \ \ ` - - - - - - - - - - y9Q /,, A. ALLISON d, CHECKED BYREMOVE VEGETATION AS J. HASH NECESSARY SCALE 1"=30' VQT MRC46 GRAVEL ROAD flREMOVE �h REMOVEz/ -570- J WIRE FENCE AN /REMOVE RCP PIPE SANITARY SEWER DESIGN BY OTHER. SEE PLANS - - - - TITLED UVA RESEARCH PARK SEWER E1CTENSION" - - - - - RCP \\\ \\\ \\` ` \ •\\\` \\ \ •\ \\\\ \ \\ `` ��`\�/`\\\ \ \ / \ \ - / \ `� \\\\\ \ G\ \• /\ \\ -\.5`7`-5\� - \ /D\ \ �_I I / -\ ' 1 /I -_' / / — —\\ I _ _ s__8-- /o- '/-- - / / __- /—' _' / /_--I w/,^I,_�,I\ I /5- -/- ,-._r- r ®a- ,�/' " _— -_ -_J_` -- _R_-_E_ MO_V°E— , CV ELEV=S 0.-8d 0 S r -590- —(/i `—\ —/ — ` \ /—` \ \— ` \— \ �— •F\O/\\ —\\ / \/— \�,\__,/ -�--//\' '\ -/ /—' /_ l —/ ///// _/ -// /// I /I /,+/ �/' //\ \ / -\/1,/`// -1r/I \I / /II //X'1/ II� / /I/ /// /\/ 1 I I/ //\ /I �/III\I \ I//�// V �I'j I I/I 'I/\ / I _�/ I/I , - II /l I — _/ I/►I % _II I I --III I - Y—I I/ _ -/I ,I I, I I I -` —�IIII — —III I I I I- —II I II -I III — -,- I I II II I I— -- I— I I III / --'� _- 000 I _>Z WIREJFENCE REMOVE VEGETATION AS NECESSARY REMOVE GRAVEL ROAD -2---I------- - ___ -_ - O0J REMOVE / W RIPRAP UNIVEf z� Q 588REAL E > 7 _586- // REMOVE D. _ -584 _- - PORTION OF PIPE y 582 AND ENDSECTION Z wO 0 580 � / S72 / - -580- 2 /0 w T -+SAN Q Lzu 0s\ QROAD IMPROVEMENT BY /\ ——AN OTHERS. SEE DRAWINGS — W N 21+.45d W SANBANSAN S N TITLED „UVA RESEARCH 18+ob =// --------- • PARK LOOP ROAD 570 - UFO518- =� 576 568575- 74 578 581 576 U 578- r Lu Lo STEEP SLOPES (MANAGED)____SCALE 1 -30r ' I I I I JOB NO. STEEP SLOPES I I I I I r (MANAGED) � 30 60 43266 ► I I \ I � O II I I I Jill I I I I SHEET NO. I I I I I C2. 1 � a 5O -0Q� o O (DU) Z mo f2 0g c T � m O c m m m a o 0 C� 3 Z n o� 2 Q g x ow 0 Qw o .3 a Y f" � 7 N X O O O O U 2 �0 m c o c o E� Uc m O.E m U o w o CA. m U -0 2 O N m c N O C U @ O Qw �a) (D.- = .E L_ ;rH op-m� I� _ II I • I I I I II I II I I II I III I II I III I II III I I I I I � I D STEEP SLOPES (MANAGED) STEEP SLOPES / (PRESERVED) CENTERLINE I X—� \ OF STREAM / �0'STREAM BUFFER 100' STREAM BUFFER SEE PLANS TITLED "UVA RESEARCH PARK LOOP ROAD" i// / j STEE SLOT (MAN ED) mom INNOVATION DRIVE �® W PHYSICAL THERAPY COURTYARD FURTURE BUILDING EXPANSION(10 BEDS) PROPOSED REHABILITATION HOSPITAL FFE: 573.25 II s �W S II ' L U � ST P SLOPES D STEEP SLOPES (MANAGED) STEEP SLOPES / (PRESERVED) CENTERLINE I X—� \ OF STREAM / �0'STREAM BUFFER 100' STREAM BUFFER SEE PLANS TITLED "UVA RESEARCH PARK LOOP ROAD" i// / j STEE SLOT (MAN ED) mom INNOVATION DRIVE �® W PHYSICAL THERAPY COURTYARD FURTURE BUILDING EXPANSION(10 BEDS) PROPOSED REHABILITATION HOSPITAL FFE: 573.25 II s �W S II ' L U � ST P SLOPES // ( ANAGED) L� L� � I NI S U U W W LITJ TW — rin rin W W W W Z Z U U � S SANITARY SEWER DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK SEWER EXTENSION" )WAY DESIGN BY OTHERS 'CANS TITLED "UVA RESEARCH LOOP ROAD" LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT NPO g3 SCALE 1 "=50' 0 50' 100' Lie. No. 31371 � Gl �'InNAL "Ln t M O O � v N � N O >E w �; E LL LL o 0 L w O "I W � � JUoM0 w J — u1 d � O N C7W N� 0 3X oa = (n_ �N � Q o a' � N >� M d � CO J O W O _ O 0 W W U a z O O O d U W 0 z O W W Q 0 DATE 5/6/2019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE 1 " = 50' JOB NO. 43266 SHEET NO. C4.0 WIRE FENCE D. B. 2712 PG. 325 D. B. 2635 PG. 454 D. B. 1802 PG. 682 rVH 0� I I I rn c* co co 00 N N ti Z I I PROPOSED PROPERTY LINE -� ( I � 9' TYP. I I IAXIMUM SETBACK, 30' PROPOSED TREE LINE MINIMUM SETBACK, 10' G 6 GG% 1,000 LF OF 84" CMP DETENTION PIPE TO MEET ENERGY BALANCE AND FLOOD PROTECTION REQUIREMENTS CG-6 18, 91 RF O TYP. R3' 24' R5' RT 9' TYP. 16 18 y N O 18, 13 R5' RT 24' 9, 5' RF R3' TYP. 9��� TYP. 18' ® O R5' R5' c� N 1 i - PROPOSED DRIVE AISLE TO TIE TO STOP SIGN ENTRANCE_STU�PER-Df�ING9 TITLED "UVA RESEARCH PARK LOOP ROAD" BY OTHERS 6" DIP FIRE LINE PVC DOMESTIC WATER LINE 11.25° + 22.5° BEND am R3 0 G) 9' N TYP. RT- 5' �/ R3'- L[ ov _91 c) i7 N L ADA PARKING R3'--/ SIGN, TYP. CG-2 a ° 5 ° ° ° J a a a ° ° / ° s SAN-w _ S _ WATER METER VAULT - ROAD IMPROVEMENTS BY OTHERS. SEE SAN DRAWINGS TITLED "UVA RESEARCH s SAN W PARK LOOP ROAD SAN SAN- _ W W 8"X4" TS&V W W °° a ° ° d ° d d ° d � a d d dd RF 6" DIP (2) DUMPSTER 10' X 22' DUMPSTER FIRE ENCLOSURE HYDRANT FDC (TYP.) ASSEMBLY (TYP.) RT I b 5' CURB TRANSITION ADA PARKING o a SIGN, TYP. 4� RAMP WITH HANDRAILS ij 24' 18' 24.8'� I 71 I 7.67 - � rn 9' TYP. I 0 b I I \-R5' 5 FLUSH CURB I oo 12 I -R5 rn I I'oo CG-12 R3' �j� \-R5'_ rn � CG-2 CG-12 RF PROPOSED REHABILITATION HOSPITAL FFE = 573.25 R43' CG-6 R18' , RT 9'���-�� TYP. 0 18 (4) BOLLARDS CG-2 MECHANICAL 6' EQUIPEMNT. SEE CG-12 CG-12 FLUSH CURB ARCHITECTURAL PLANS FOR ADA PARKING SIGN, TYP. DETAILS SCREEN WALL JR27.5 -1 N 6' R7.5' R7.5' CG-12 CANOPY W rn LV 2 vJ W N v W 6" DIP U) R7.5' G-12 w v z -0.1 rn R7.5' � � J R27.5' R27.5' - U PHYSICAL THERAPY 26.69' LEGEND: � -�- CONCRETE SIDEWALK L (5) 6" RISERS WITH HANDRAILS PROPOSED PROPERTY LINE HEAVY DUTY CONCRETE ° a rn y ° a a ° ° ° HEAVY DUTY ASPHALT SAN - LIGHT DUTY ASPHALT SAN-ow TS&V � SAN s ISAN SAN - VV W O 3 ° d N UFO 4 d °d d °d ° P d d d d ° ° d d ° SCALE 1"=20' - � - - -UFO 0 20' 40' ' > Z r--r Lie. No, 31371 Gl SIONAL M E O O � v N � N = > E E w Q~ 3 LL LL o o O U Q J Z a J — Ln O rj No C7 Ld 3x U <oJC w 2 = N Z U a � O _Ln U) 0 N > M v Co J Ui D 0 0 0 w > w w � = Q a z 0 D 0 DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE • J Q CLI --I Vl O Z z O Q z I- Q ~ J W < U) Iu z � Lu 0 J O w _ J 06 J Lu m J Lu O J V �i O U z Lu D JOB NO. 43266 SHEET NO. C4.1 �a �o -0 Q� 20 mU) 2Z O)o f� 0� c T � m O c m m m a 0 c Z N Oro � Q � x ow 0 Q w .3 0.>� Y .N � � U N a ,O � U L 2 � N m c N o � O E� Uc m m U N 0 CAo m U a 2 M N m c � Qw L Lo U) R43' z CG-6 I R43' 24' 24' R18' R3' R3' R3' R3' R19' CG-2 R2' R3' 91 9. R5' TYP.4 CG-12 TYP. 18' OCG-12 I CANOPY 5 © 12.33 ® R43' (4) BOLLARDS c CG-2 CG-2 R19' z + 22.5° 90° BEND 1107 I4'W MECHANICAL 6' 7 6' EQUIPEMNT. SEE CG-12 FLUSH CURB CG-12 R3, R3' ARCHITECTURAL CG-2 am PLANS FOR ADA PARKING SIGN, TYP. R3' DETAILS n I 6' (n CANOPY a Q a a v v I a SCREEN WALL R3' e oa 1 4, V a a AAA A I I I I I I U) WITH HANDRAILS I z I FUTURE BUILDING EXPANSION I 6' (10 BEDS) I 9' TYP. PHYSICAL THERAPY COURTYARD R3' I —{--18' I 6' O9 R3, CG-2 I 9' TYP. IED REHABILITATION HOSPITAL R3' FFE = 573.25 o I z v N I a I ADA PARKING SIGN, TYP. � I � D z CG-12 FLUSH CURB PROPOSED REHABILITATION HOSPITAL a I O - FFE = 573.25 5' U 6 z � I i w a MAXIMUM SETBACK, 30' W CG-12 ql I —w MINIMUM SETBACK, 10' 6' 2 �— dR5'ui CG-2 RT v J cn 26.69' _ W =— 20.57' v I 7 _� 23.19' �� STOP SIGN OPOSED PROPERTY LINE 6" SANITARY SEWER z PROPOSED PROPERTY LINE Z / / CONNECTION q a/ e v aJ / 4 v a 1 p// v / v 4 v / a I 4 4/ 4 q J p p / 4 �4 1 p — —---_ p p SAN s SAN ` II SAN SAN AN I SANS SAN S S I S SAN — _ W W W W W W e p — pd UFO d pq p d e a dd p p d A a G d p p p a m p p p d p d a p p p 8 O d 4 a d d p O p q dd p p p d d a d d / iF0 e a d d p p p d a d d p p p 4 d d p e p V UFO — p p d d 4 > �QO — z — — TMP# 32-6R UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION D. B. 2712 PG. 325 D. B. 1684 PG. 255 LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT Np,� g3 SCALE 1 "=20' NOR 0 20' 40' ;rH op-'� Lie. No, 31371 5-6—lq SIONAL Gl M E O O � v N � N � a O > E w , Q LL C1 LL o w O ,1 U a J � Z a J —Lu u, O C7 La No =X w c� o C) 3 � � _ N Z = V > kD O ~ C Ln H rn � N > Lu a� CO J U) D O 2 CD M O 0 w > w U a z O D O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCA2 1 ,0/ J Q V O z O I --I Q z Q ~ J J � co;Lu I --I z � Lu 0 J I..L OU ~ w _ J 2: 06 J Lu m J a � Lu O W C� ^Q I.SL O U z Lu \�J D JOB NO. 43266 SHEET NO. C4.2 N d 5o -0Q� o O CL 2 z O)o f2 0� c T � m o -O C c m m m a o c Z N O m 2 Q g x � O w N O w 0 O Q w o .3 0. >� Y fn � 7 N x r O .0 O U L i � y m c 0 O O N E-0 U m 0) N i m U � 0 w o 0 m U a O N m c N O c U @ 0 o_ w. m� (� _E L WIRE T7H op / ' — — — — — — — — — In (D c U) T N T Q a 0 0 N rn 0 N LO c 0 a N O a a0 X Lie. No, 31371 l000l 1000, // / �_—_/ --- J// / _ _ _UNIVERSITY OF VIRGIN_IA 'REAL ESTATE FOUldUATION - _ _ \ \ \ \ \ - SIGNAL 65 � D.$. �792 PG. 325 / / / / /' r _ -DB.-2635P-G.-154 // ' _ — — _ _ Q.B. 1802FIG. 6- - _82 - \ \� /'WIRFfENCE / / / /' / — ---------' --- �j-j \ 0E rIj �/ 'I;OAO-LF_O_F84';GMPDETENTION ,J / / /-- \ \ > 0 PIPE TO MEET ENERr,Y / / / - - - - - - - \ a3 E BALANCEANDFLOOD=W PROTECTION REQUIREMENT41 S WIR ENCE------- / / / / / // / / // / / /�/ l-____-__- — — , / / Lu0 0� If / m Lu ul 203 \j Lu cerj °see eases°o °°°°°°° 011 U) w / /--- - - - - -' / / i /' �____---- -_-_ ;-_,\\- 4"W' \ W — ---- coJ bill IT / ` \ \ _----- -------- c>n DATE --————————— D 51612019 ,' ///' / /`S%J \ \ \ \ \ \ \ \ \ \ \ \ ` DRAWN BY 206 �\ \ I \ \ \ \ \ \ \ `S%j Z. DAHL _ _ — — — — — — — — — \ DESIGNED BY / / \ \ \ O \ \ \ \ \ \ • A. ALLISON CHECKED BY 221 \ I \\ \ \ \ \ \-------- \ • J.HASH - _ - — __— rn �\ \\ \\ \\ \\ \ \\ \\ • SCALE 222 \ w / / I W 0 Q IN,` \\ \ \ \ / / / I I U \ w Q 213 Q Lu MAXIMUM SETBACK, 30' - / / _ _ _ � _ - _ _ _ - II \I � /' / \ \ 577 _ 0 577 S� - - - - -- 214 — — — — — — — 7 ----- �'--------------- - —578 / W lo 0A A ----- - — ---- -_575_ ------576 _4 a Q ---———— — — — — —————————— — — — — —' _ —------- < qf�4 tq\O`3 44 -1 d a q_a \ IN, \ \ \ \ IN, \ i _ W \ — � ---- - �-_- - SCALE 1 " 20' IN,_ — — — — — — —— — / JOB NO. __---- - - - - -----------------L-- I S SAN — 0 20' 40' 43266 - W II A a4 A e \o \ ° A� A 4 \ d ` \ SQo� oe / — — — — — — — — — — — — — — — — — — — — — — — — — — \ / A 4 � d \ A A 4 \ 4 A _ W— — — — — I I W \ \ / SHEET NO. A A \d A a e a _d — _ — — — — — — — — — — — — — — — — — — — — — —-- W C5.0 _ o — o. 1 =20 ol \ \ \ \ \/ ------ ` 126 o. 209 PROPDSE-DPEHABItITATI(:YN/ HO\,SPI'teL �O. O FFE = 573'25- \ \ \ LO 21 O ui Lu co rrwnn Lu oo / / W / \ I / \ \ — _ LO 0 c / LO 00 6 ' \ _ N \ 00 \ / ' co � S� 00 Ur \ / / / / / / 0 c U C 0 0 w m cn 0 0 Q 7 Q T C (0 O a 0 0 m 0 c co s 0 a c m co a c `0 a) 0 c -Oa 00 oIX c0 �z 00 O c T � O a c c 0 m w a U 0r- 0 3 U 0 Z 0 Q axi O -C � O 0 nL.. o .3 Q � c 0 m 7 N U C N O 2 d N co C ay+ U E O 3 C U a N 0 �U N C In .o � U a 2 �N c 0 O C U m Qo 0 a) H � L In CID U) T p N T Q 0 N 0 N to r 0 a 0 a 3 a 98 OP ,� \ \ \ \\ \\ 1,009 LF OF\84" CMP DETENTION - - - - - - ' / \ \ PIPE TO MEET ENERGY BAL\�.NCEAND FLOOD \ \ \ \ \ / / /' / /' / z PROTECTION #2EQUIREMENT\S \ \ \ \ 550 / / / / / / /I , / / AAS Lie. No. 31371 _ , I IN MATCH LINE SEE THIS SHEET oE \ \ \\ \ \ 57 ` �/ / / // �/ /I /' �' Q o E z/ /' / �� w 41 Lu O J U ui O th fV Lu \ \571 \ - 13 / / I / ----- �� =c> >� O \ \\ \ \\ \ \ \\ / / / —\\ \\ / / / / �Ln U) Lu \ \ o00o gog%og o000000 0000000go\ og \ \ \ / / L00, M cn 0-1 \ _ I _ 132 ❑ ❑ _ \ \ \ \ \ \ \ \ \ I I II II II II I I I i I I I I / , / , / / / / / T \ ` \ \ \ \ \ /, \\ \ \ I I I 1 I 1 I I I I II /' RIRRAPOZJTLET\/J/ // //// \ \ \\ \\ -�'�\ `\ \ \ \\ \I II I ►I II II i I i I i I I I //��' // / /� // PR@T€CTInN\\ T // ,' /' > w ' I I 1 I I/' '' / / '' ��' �'' ' / ' /' \ \ \\ 98 \\ //'' / '/ O DATE - - - - - - - - - - - - - - - - \\ \\ II l / I ' I ' ' I ' /' ''/'' / f'' / /' /' �' I 0-1 573 5/6/2019 DRAWN BY _ Z. DAHL 555 / / / - - - - - - - - \ \ I 1 I l I I I ' I I I , I I /' / / /' /' /' /' /' 15 / DESIGNED BY A. ALLISON \ \\ \ CHECKED BY ---_ \ \ I I II I I / / / 1 / I l l ' I/ / /� / / ,1 /� �� I / / • \ `------ I I I , / MATCH LINE • 1.HASH I l I / l I // / // / • • SCALE \ I III I I / - - vs — SEE THIS SHEET 11f-20 \126 \- -- - - - - -- - - \ \ S3I I I I \ _ / \ I 1 1 I It ' 125I PROPDSDIREHABIITATI0\'H�\ I I III 1 11\ / ' 106� — 570IS— FFE=573'L5 \ \\ \\ i I I I I I I I II 1 1-49 572> � � 124 I I I I 1 I I I I 1 I 1 \ 1 1 \ \ / / / /I,--------- / z I I I la 1 \ 1 \ \ I / / / / / 121 ~ - � IN, 1 IN, �. \ \ �\ \, \ 1 I I I I I I I I I 1 I I I \ \ ` I / I ' I ,/ , , ,' '' ^^ W \ \ \\ \\ uJ / \ I I I I I I I I I I I I I 1 I I / / ,/ / ,/ ,/ ,/ / // �' /' � corrnn I I I I I I i I II II I I II II I I z -I- � V 107 ` T< z + z I --I ui W Q / I I I I I I I I I I II I I I I II OU / I I I I I I I I I I / / _ LL I I I I I '� J I \ \ II 1 II II \ \\\\\\ \\ \\\ \ , I I � I� I I� � II I I ' Q /z/� I I m� W Q i--i A,ui / -�-- 1 \ \ \ \ \\ "i / / I I I I I I I I I I I I I / / / / h/ z / / / I ' , PROPOSED REHABILITATION HOSPITAL / / / / / / TMP# 32-6R \ \ � / / / / , / / / / 1 I ► I I FFE=573.25 , / MAXIMUM SETBACK, 30' UNIVERSITY OF VIRGINIAI 0. , ^ REALES D.BT27 2 POUNDATION _ G35 V1 o ' 0000 LL D.B. 1684 PG. 255 Q _ //�� —�72 -All FN I IJI U-M-SETBA£ IF 40'- _ 2:_ — _- —f—r —�- / / , / / 2 — — — — — — — — - --- �5 / �' 572 ///D 572 — — — r -----_ 568 // ui 575---------576 I — 580 — 10 Q> a al < a J a < — / / / /I / ( rf _ a/ /a a d 14 , _ — — / 4 4 t / / 4 —� — — — — — — — — — a <-� ( a� / / d a1 < / ` 1 t °a / 'd / t a/ - SCALE 1"=20' — — — — — — 00 0 / a d \ / JOB NO. S SAN AN 1 \ — ( — — — I I / S / / / SPAN / A/ / / / � AN / / 0 20' 40' 43266 I / I SS ---------------------- - - - - -- // \\SAN\ 1 SAN II \ / // / / , ( / / / SHEET NO. w — — — \ , w W / — 0 U C 0 0 CID 0 0 0. 7 Q T C m 0 a 0 3 N 9 O C (6 0 a m co 0. `o 0 C -oil 00 O Ix (7 �Z 00 s2 O c T O O �N a 0 O a0i C� 3 U 0 Z 0 2 a axi H m o -C 0 nL.. o .3 C c > ,w U N c a) o 2 �N ca_ ay+ U E `o a 3 C 0 N a N a .5 O C O O O U a 2 C co CN O O C O f6 o_ O L /-- - - - - -- t% ee - - - - - - - - - - ' In (D c U) T 0 T a N 9 N rn 0 N LO 0 0 a N 0 a 3 a Lie. No, 31371 l000l r _UNIVERSITY OF VIRGINIA_ - -I�NyG REAL ESTATE FOUYVDATION - \ - A 65 / D.B. 2792 PG. 325 \ \ / /ol/ _ _ Q. B. 1802 PG. 682 /'WIRFfENCE/ / / / / / / / // /�/ ---- - - - - -' /'--_-j \ 0 E rIj / , / '� ' - _ _ _ - - - - --'I;OAO-LF_O_F 84';GMP DETENTION , J / / / ' - - \ \ > E / / / I % ' \ PIPE TO MEET ENERGY / / / / - - - - - - - \ 6 E BALANCEA DFLOOD ,'' \ TC - ---- �W'� PROTECTION REQUIREMENTS // / / / _ , \ - - _ _ - _ \ / TC 569.23' Q M LL o � WIR ENCE - - - - - - / / / / / / / / / / / /' / / / /l / / / % / /l - _ _ _ - - - - - - - / / /' 569.43' Lw O r6 � LLJ = M Te 570.73' 569.46'- --- - -- wo-,�-M O ' / /' / ' '' 570 l / ' / / TC 57 30' \ \ TC S�� \ z x V �' �O V) 515 \ \ \ 570.50' _ N w Lu /--- - - - - -' / / / _ _-- / _� '_---- _--' _ _ \_-_ \ \ 4"W\ W - 570.37' ------ o_� 00 _j Lu / /� ' � ' - - - - - 585 - _ _ \\ \ \ \ 572.08, \ TC \ 572.95' O /'/ \ g 572.95' \ TC - (D 571.63' O cl Lu TC TC TC \ \ \ \ \ w 570.62' 570.92' \ \ \ FIKE=573.25' \ _ _ _ _ - _ U O \ \ FFE�573.25' \ '- - - � Q -T� _ i _ /^O / / /OJT' \ I p \ 570.73' \ \ \ \ \ \ _ _ _ - - O \� / I // / / / / / / / / / / / / �' /� ��(593-' // ` \ \ \ _--- cn DATE \ / ' / / I / / / / / / / / / / / / / / / / / \ FFE=573.25' I / / / / / ///// / j / _ - f \ \ \ \\ _\------------------- goo D \ o.00 DRAWN BY \ FFE 73-26 - - - - I .00 571.02' \ 572.67� \ \ \ \ s%S\ Z. DAHL -_ \ \ \ \ \ \ FFE=573.25' \ \ \ ' _ ' ' / ' / / \ 572.72' \ \ \ \ _ - - - - - - - - - - DESIGNED BY �g6 _ / / �j�� \ s� \ \ \ \ A. ALLISON _ \ \ \ \ \ \ \ - - \ • CHECKED BY \ \ \ FFE=573.25' \ \ \ _ _ FFE=573.25' \ 571 TC� 6' o\ \ \ \ \ \ \ \ • SCALE ----572.28' � rn \ \ \ \ \ TC Tc ��rf ii. \ \ \ 573.63' O , 5 1. 2' \ \ \ \ \ \ • TC TC \ TC / 571.15' \ 5 .0 \ \ \ / - - - - - - - \ 1 \\/ 574.43' Sy 572.81' TC _ \ \ \\\ \\ \\ \\ // / `/ �� I \- - \ /4 I / 572.54' \ TC / ' / - - TC /TC oe / Ip \ \ \ \ \ ' \ 574.99' / / / 571.58' 571.4� rn / I / \ \ \ \ \ - - - - - - - _ - \ \ \ V / TC I // / / / _ _ _ PROPDSF-DPEHABItITATION-"H�SPIfi,eL cPO \ O ----___ 575(13' TC - FFE=573'25-\ \ \\ -- TC / IC / 575.18' 571.80' \ rFE,=573.25' �1 ! \ \ 1 11 \ O TC / Tl ; / _ 571 65' - / 575.05' 57�21' 571.84' �J \ \ 572.15' TC \_13 / 572.10'/ �TC I \ \ \\ \\ \\ \ w \\ \ 1 I 1 H� a 571.91'� � TC TC \ \ \ \ \ \ \ \ \ \ \ \ \\\ 1 J /� ------_-- TC / / / / TC 57,2.35' 572..65' \\ \\ \\ \ \ I I H4 w \ Q \ _ 575.18' / / / / / / / / 572.48' \ \ \ \ \ \ \ \ \ \ \ \ `U i / \ 1 I a 10 o0 / / \ \ \ \ \ W / \ / 575.58' / \ \ \ \ \ I I a � / / / 573.08' ti 0 - / Lo TC LO 6 00 / 1 575.82' _ \ N 00 \ / ' co � 6� 00 Ln \ r 572.38' / Tc \\ \ \ \ / / / I I /'� U TC TC / 573�3 S7 .O32 W J 573.44' �� I I \ \ \ z / / / / I DC TC FFE-573.25' - - - I / J co V 16 572 89' _ ,573 , , - I \ \ / / / Q Q z W MAXIMUM SETBACK, 30' / TC - - TC ' � - - - - 1 \ \ \ \ \ � ' ' ' /' / / / TC TC 573.41, - 1 I / = Q \ 576.34' / 576.27' / / 573. 1' / / TCTC ► / / / / / / / ,L^Lj 573.63' �0TC � \\ \ \ TC _ 586 _-_-373.2-- \573. 577 TC - 572 573.28' _ _ _ _ - - 71 \ \ 577.1� - --- \\ \ 582 - O- ------ / O TC - - - - 578' - _ _ 5-� 576 SAS S)g _ - - - - -- \\ \\ \ \\ TC \ TC - 74.17' - ------ - - - - -- - \ \ \ \ \ \577.35' \\ 577.30' �C _--- _ -- --- - --------- ' L \ \ \ / 577.71----- /'- ------- - - - - -- -578 Lu \\ \ \\0 4 4 --------- --- -_575_ ------576 / a Q _ _ II Sys �" p \ \ \ ____------- _-__- _ Q / 9 4 4 lJ �� C II \ \ \ \ \ - _ \ -- - - - - ------ - - -- --_ W \ \ \ \ \ _ i _--,_-- a ' �n�. �_ W \ \ _ , , _ - - - - I I -�--__ SCALE 1n_ -20 JOB NO. ---- - - - ------------------L-- I S SAN - 0 20' 40' 43266 4 a4 \_mod\ \ 4 4� \ \ \ SQo�- - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ / 4 4 d 4 41 d \ 4 4 4 <\ SHEET NO. 4 e _--- \ \ \ \ \ \ A A \d n a e a -d - - _ - - - - - - - - - - - - - - - - - - - - - - W C5.2 / / TC 575.55' / / / TC / 57 .0p'' / 0 U C 0 0 w m cn 0 0 0. 7 0_ T C m 0 a 0 3 m 0 c cu 0 a m co 0. c `0 a) 0 c �a c0 o c� �z 00 :2 2 O c T � O a c c 0 m w a U O a0i C� 3 U 0 Z O 2 a 2 axi H m O -C 0 nL.. o .3 a 0 m 7 co U C N 0 2 d N co C ay+ U E O v 3 C U a 0 a is �U O C N O W.- Cc U a 2 �N 0 c 0 C U m Qo E L In (D c m U) >. p N T Q a M 9 N rn 0 N Lo 0 0 a a) 0 a 3 a ' \ \ \ \\ \\ �� 1,009 LF OF\84" CMP DETENTION - - - - - - \ \ PIPES TO MEET ENERGY \ \ \ \ BAL\ONCE AND FLOOD ` ` \ \ \ ' /' / /' / Z 550 PROTECTION #2EQUIREMENT\S \ \ \ \ \ 555 �I --- - MATCH LINE SEE THIS SHEET \ \ \ 57 Z / \ _ TC -_ - \TIC \ \\ \ \ \\ \ \TC \ \ \ \ \ \ TC - - - \ TC 569.23' 97,,2\ \ \ \ \ \ \ \ \ §71.05' ic \ / / 25' \ 573116' \ \ 1 1 \ 569.43' \\ \ \ \\ \ \\ \\ \\ \\ \\ 57�.18' \ \\ \ \ TC \\ ` _ / , / / / \ TC 570.26' 570.73' .- TC CSC \ \ �C \ \TC \ \ \ \ \ \ IC \ 572. c \ \ \ / / / / / ' / / 569.46 572.15' \ \ �5Z.36' \ s 572.95\'\ \ \ � 573.�8 \ �'1� \\ s�c� \ \ � 573.13' \ S - - 570.50' -T v v v 77 TC \ \ C \ \ \ \ I \ / / / TC / / / / \ 571.30' \ \ TC �p - \ 5�3.25' \ \ TC \ \ 573 \ \ \ \ \ 1 I I / 570.62' / / / _ 1 \ / / t / / ©- \ \ \ \ �73.50 \ \ \ \ \ \ I II TCI I O 4 , ' TC / - - - \ _ - J 1 \ \ TIC \ \ \ \ \ \ \ 573.42` I TC / 571.22' 572.48' \ \ I I I I 571.76' F=573�5' eee eeeee0000eeeeeeeeeeeeee 4" W \ 4"W TC -� _-1� -� -� -� \ -� \ \ ` \ \ \ 4"W\ W - 570.37' _____-_____ \ \ \ \ \ \ \ \ 1 , 1 TO I I 1 I TC / / TC \ \ 570.34' \ \ \ \ \ \ 573.75' I , /571.81' / / - - - Td \ I I \ \ \ \ I , 1 I 1 \ 572.60' y�6 W \ _ -sJO \ \ \ \\ \ 1 1 1 \ I I 1 1 1 \ \'TC ` \ 1 1 , 1 1 1 1 1 1 \ TC / / ' 572,56 / 'C 572r1' / / 571/26' / TC TC-\1/-/-572.95\\ / __---- \ \ \ \ 11 , 1 1 \ 1 1 1 1 \ \\ \ 572.95 \ ° \ . ° TC - - 571.63' � \ \ I _ _ _ , \ \ 1 I I / , / / / \ '�' ❑❑ \\ \ t,'�� _ --_- �\ � `\ \\ \\ \I 1 II 11 ' Z � / TIC / / / RIRRAP OUTLET\ / �/573.09'/ , / PROT CTPQN\ \\\ \\\ PF\E=573.25'\ \ \ \ _ _ - - - , _ \\\ \\\ \\\ \I 11 II I I, I I I I I TI / / 98 / \ \ \ FFE�73.25' \ \ - - - - - - - - - - - - ' � _ _ _ \ \ \ I I , I , 1 ; I I � I I / / / � /TC � / ' / 573.00i ' \ \ \ 573.37, / _ \ \ \ \ \ \ \ \ \ FFE=573.25'-77 / / \ 573 SJr FFE573 25' 72.67�\ 572.72'\ - - - - � \ \ FFE=573.25' \ \ I I I 1 ----_ 11 , I I /' / ,'' '/ , \ \\\ 11 II II I 1, , II/I I ' 555 / FFE=573 25' \\ \ \\\ \\ \ \ FFE-573.25' TIC - � 573 94' 7/- n7-- MATCH LINE (( TC TC T 573.86' 572.97' SEE THIS SHEET 5740- / / ' yc 57 95' , TC I _-- TC 572 �FE=73.k 11 11 1 \1 I\ /'/' / / /' / / / / / / / 572.89' 5/ PROEDSED2EHABI�ITATION'Hi�SPIfi,�L c�� \ I I I , 1 1 I 1 , I I \ 1 \ \ / / / / / /' Cp / TC / --570 FFE = 573'L5 \ \ \ \ \ I I I I I I I 11 II 1 , , \ 1 1 / / / / / / / / / / / / / / 572.85' / ' TC 572y \-- - - - -- I / __-\ \\ II I II II II , I II 11 II II I 1\ \I 1 \ \\ / / / 572_> / // -__ - - - - -- Am AK / �F�=573.25' - _ - _ - - - - _ - IN, IN, \ \ \ \ nl I I I I I I I I I I I 11 I I / / ! / / / / /' TC / 572.09' \ \ \ \ \ \ \ \ \ \ \ \ \\\ \ ''V. \ I I I I I I I I I I I 11 I 1, 11 I II / ' /'/' / /' /' / / 572.96'/ h / \ \ V! / I I I I I I I I I I I I ' / / / / ' / / Z ''' \ 572.,6' I \ FFE=573.25' �62.35' \ \ \ TLu / Lu Lu 573. a5' 9 `� I -cam - - t- - o PROPOSED REHABILITATION HOSPITAL/ W FFE 573.25 , TMP# 32-6R FFE=5.25 MAXIMUM SETBACK, 30 UNIVERSITY OF VIRGINIAo , oo/ TC - - _ _ REAL D.ST B. 27 2 PG. 3DA TION o.�' 571.05' 25 570.56' - - \ / / ° D. B. 1684 PG. 255 / / I / TC T / / /' / / l / I I I / / / / / / / / y / / / / / / / , I I I , I I / / / / / / 571.4-1 / TC 571 _ / / / U / ' ' / / / ' / / ' I I I I / ' ' / / -� ' ' / TC ' 571.3 ' -M N I IJI U-M-S ETBA£ IF 40'- ? 571.88' / ' TC _ 571.87' - - - - - - - - - _ �� / ' / II /' / /' ' / / /' 572 ' / TC / 72 571.95' ' - D 5y2.75' I I ' / / / / l /' I I \ ' 568 /' /' / / 1 / 572rE4' / 580 - _ - - - - - - - - - - _ / / / I / �� / -// TC / TC - - - - - - - - - - / -/ f / / y / fo71.75' / / / / / 573.06' / 572.49' f f a -� a fI ' / / /I / ( �/��\ _/ / / f/ /d a / e i / NP Al a < / \ / ' / _ / /` a f a a f// 4 4 \ 7 C , / 1 ---- ----- _ ' / f SCALE 1 20 // f �/f a �' 4 i f -1 4 �- f I 11 1 4 7---_----- -- - ---- -\ / / �_ SAN / - SAN= I I I S s SAWNI / SAN / / / - --- - -- i rVH 0� Lie. No, 31371 Gl �'InNAL M >_ O 0 N V � N > ;_ N E W M N Q + U. � o Lu J w - - in O rjLu a z 3: 0 x V w oa ��` O �,xaN z O HUaLr) u c � N (ten � M W � CO J vi D O CD O 0 W > w a Z: O D O DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE o, • J H^^� I..L V / TO i z 0 I --I ~ z z W ::) O w0 =Q= 1 MM v , W J J Q I --I Lu p i Vl C L 0 U z W \Q/ D JOB NO. 43266 SHEET NO. C5.3 0 c U C 0 0 co m cn 0 0 0. 7 Q T C m 0 a 0 3 m 0 c cu s 0 a c m co 0. c `0 0 C -Oil 0� 00 oIX c0 �z N0 s2 O c T � O a c �N a 0 0r- 0 3 U 0 Z 0 a axi H m o .L 0 0 nL.. 2 '3 a 0 c � Y 7 N U C a) 0 2 �N c_ E `o a 3 C U � a N 0 .0 0 C 0 0 w. N U a 2 �N 0 c c 0p f6 Qo �E L i N c m E T a 0 N rn 0 N Lo C O 0 d 3 Z Q J d z O Q cD H PARKING LOT LANDSCAPE AREA PARKING LOT LANDSCAPE AREA 4,392 SF ❑❑ � V l S / I I l I I I � I I I I I 1 1 1 1 I , / / / / � SCALE 1 "=80' 0 80' 160' aTFTFFTFV P I --' STEEP-SLOPESLu ---- ---- — / / LMANAGEDJ _ _ - _— / ' / / / / / / / / / \ I v , - ' / > / v /I -- Q,� o — — — — — — / / / 0 LL LuLM d C> � // / 777 fi O O� H //\\ \ STEEP 7SL DPES / / / / — — _ / '— / / / / O - H /TMP#32-17 / / / G lv Lu M GOLDILEAF/LAND/TRU NO3, / / / / / / / i — — — — _ A A ` — / �PRE�SyRVE��" / �� / — — — / / / Z H WENDELL / / / / / / — — / _ — — — — \ \ \ \ CENTERLINE / / / / / .3 x U P.s. 1�5PG,a96 / / / // — � —� — — — — — v v OF STREAM — — — % — — v � �n w / / v v � O x Ln --' / C2w �� p 0 N Z V > kD 0 50 STREAM "' Q BUFFER \ \ \ v v / / / - _ / N W 100' STREAM —mil �i / / / ' SPRING VAUULr / — — A _ BUFFER V A �S� \ \ \ V _ — — ` v / / — — — — — — — O W WIRE FENCE 74/// �f � `J. 'ram �r �AIA1�32-�� I� -I� �/ _ 0 UNIVERSITY OFVIRGINIA A O / / _ — 1 REAL ESTATE FOUNDATION \ / > — D.B. 2712 PG. 325 \ — ' Z / / _ M iWIRE FENCE / / / / — D.B.35 P�4.54 _ l , — — — — _ I 0 A V A / / WIRE FENCE / / — — V 0 Lu / I __- L2.0 L21 \ \ \ \ \ / ' / ' / L t Q "W - -- _ V A \ I / / / -/ v `�6� U) DATE 51612019 DRAWN BY M. RACHNER %'' / / v v v - , _ PROPOSED BUILDING \ DESIGNED BY M. RACHNER \ ���� / / v / I / / / / \ _ v �;• v CHECKED BY F. HANCOCK — \ SCALE A \ 1 /V I 7 `I I I 1 / / / / / • 15/ V 1 n - 50 ' CL y Z � N. 580— SAN / SAN _�- /--- / W - �� \---+----------I---SAN_ ;� — — ,• — / — I Q z W----- _ O 9 P o S I / / / � ����:'off=�� � ••\ • S o\ - _ -�10 —> AN — - s — - S� - — - — -/— - --/ - S� /// / / / �p / / / / �// / //• / // // / \� \\ \V �/ A\ \mil //// — v\ V �I� — — — — �II // — — ——�// v 5 V) Lu Lu ST PSLOPES �- v I I � , ,-- - - - - - _ (AI�IAGED� - - - - - - I / v v o i / Q J OX� /' v v `os, g� / / vv DPP EXpJN \ -T z a \ \ \ I I / STEEP SLOPES / / \ m J O�GEM 0 aN — \ / ((MANAGED) -� / \ J J G 6„ /� / Q Lu �. #3575 INNOVATION DR. V A A \ • / / 1 I \ I I "HOLLYMEAD FIRE i - \ I RESCUE STATION" SPN\� O�` �\XAG �� �� / \ \ v / / / / STEE SLO S 5��.1�E�Ga565� (MAN ED) _ I v V A V � V A • —570 __ v U o esL Ins awls-aea a�an / -Sao — _\ _-- ---\ �I �_ -- J) [G@F ----- — // \ — / / / I� �— — — — — — fin— �\ s��-- Lu F / \\ l _ _ 7 uc- _ v / / — — — — — — — _ _ _ _ / v SCALE 1 "=50' k v u / ' / ��v / ' , - INNOVATION DR] E _ / v / - - v 1 - - - /11 / / �oB NO. A- I — ' 1 0 50' 1001/1- v/ / 43266 of / // I AA /II - v // 'SBO I SHEET NO. _I �a 50 -0Q� O Ur Z O 22 02 C T � m O m m m a o 0� C� 3 Z n Om 2 Q �x ow O O Q w O '3 0. E Y U) 0 7 N X O O O O U L i � N m O m E Uc m �0 �0 m z U O N O V1 m U O m (n � 0 0 C U @ O o_ w. (� L m T E m T a N 0 N c O 0 d 0) z Q a- Lu Q U U izi J PLANT SCHEDULE TREES BOTANICAL NAME ACE GLO ACER RUBRUM 'OCTOBER GLORY' TM BET HER BETULA NIGRA'HERITAGE' QUE PHE QUERCUS PHELLOS TIL GRE TILIA CORDATA 'GREENSPIRE' ULM ALL ULMUS PARVIFOLIA 'ALLEE' SHRUBS BOTANICAL NAME ILE VER ILEX VERTICILLATA - - _ / ' UNIVERSITY OF VIRGINIA A v REAL ESTATE FOUNDATION ------ ,_ D.B. 2712 PG. 325- -_ ---- -- D. B. 2635 PG:454 \ / / -D:Br. 1802 PG. 682 v v IWIRE FENCE X / _ 1,000 LF OF 84" CMP DETENTION ' v PIPE TO MEET ENERGY / v - - - - BALANCE AND FLOOD PROTECTION REQUIREMENTS — - - - / ' I lR ENCE C O N - 1 v _ \ 1 _ E - _ / _ - - - - _ - • w - \ _ > 0 0 4"W "W 6"W 4�1 Ci too lo / 1 0 ~Lu U 3 Q r! 3 0 LL o LL O U Q J Z wH—Lr, 0" O D I W rj a 3 0 X 2 I 2 < _j �� w o r_ r C) 7 � Z Z �u ; o O m I m <- �Ln U) N N > I CO J I U) D I O (D I O IH LL > LL = Q o I a z O I m DATE 0 51612019 >_ DRAWN BY rn %o \ 1 I do - S --- • DESIGNED BY PROPOSED BUILDING COURTYAPP M. RACHNER 1 CHECKED BY I \ \ • F. HANCOCK \ 1 (6)QUE PHE \ I b I \ — ' — — — — — — / — — — I • SCALE _ / I • 1"=20' ------ - -- - 19 - - - _ 83 i C�) o, C © F__4 ' J e � o 1 p~p Q Q 0 0 0 1 • o > J 16 `� Lu 0 \, PLANTING AREA _ - - W p a (8)TIL GRE (1,621 sf) _ _ - - I 4 SHRUBS - U Q () PLANTING AREA w 1 (6)ACE GLO 415 sf J U . . . . . . . . . . . . t1 $ 1 (96) SHRUBS - - - - - - - Q -- -- - Lu / \ \ \\\ \\\ \\\ \\\ \\\ \\� I J m z SCALE 1 "=20' - - NORQ- - / — \\\ \\ a J 0 20' 40' w \ \ • \\ — I \ ( n 4 — -- / \ \ 4 SAN SAN - - - • - 41 _ SAN 0 V A A — — — — S 4 / c - - - - SAN W SAN _ _ siTr��r�zrsiT__siz�zrs I W W w \ S N \ _ SAN-% I IN � --- --SAN W �� e e / e d — — — —°d _ e se d \ ae -` _,d \ ° e e b e d e e \d — • W — — — — e 4 d do e a d \ \ e e / — — — — — — - \ — I \ \ 4d e d — — — — — — •- — — — e Lam' UFO — _ od a ed e e 4 F d e d 4 4 JOB NO. 7�1-- ( e e \ \\ ----- ----_- --- ---�-----uFo d 43266 SHEET NO. 0 — _-- L2.0 L �a =O -0Q� O Ur z mp 22 02 c T � @ O (D m U) a o Z N Om 2 Q X H o a� O w 0 0 Qw o _3 0. >� Y fn � 7 N X O O U L 2 � N m O O O O N E UC O 06 c 15 m U O N O N U -0 2 O N O 0 0 C U Q O -a) H .E L_ T E T a N 0 N Lo r O a 3 z w a a U U) 0 z J \ v v I 1 I (1)QUE PHE I Z it' — — — v eves vevevesesesesesesesesesesesesee s ^ I ^ - \ I \ m I�Tl N N PROPOSED BUILDING Z I _ II ' - 570 - COURTYARD Aw AV oe o - i o - 0 00 e e I - - --------- ------------ I ` (9) BET HER - (9) ULM ALL (8jSHRUBS / t V / J / a A t/ d T1=L Z_L a S_ A • « t / - — — — l • L y -- - - — i��aiiTs� — izriiT l \ - \ N LOOP/ ROAD - --W r O g3 \ / • \ \ \ \ - - - - - \ \ • / a d ' - - - - - - SCALE 1 "=20' • i / / V A t/ a 41/ < a d t A e o 8 t i G e e � V V �— o e nd o � / A � V� / e d t d t a41 < t \t d d t— — _ _ d / f� ° n i ' 0 20' 40' UFO A " t ° ----- / --- / _ V v A / t / PLANT SCHEDULE TREES BOTANICAL NAME ACE GLO ACER RUBRUM 'OCTOBER GLORY' TM BET HER BETULA NIGRA'HERITAGE' QUE PHE QUERCUS PHELLOS TIL GRE TILIA CORDATA 'GREENSPIRE' ULM ALL ULMUS PARVIFOLIA'ALLEE' SHRUBS BOTANICAL NAME ILE VER ILEX VERTICILLATA M E O O � v N � N = > E W N E > a ~ Lu U 3 QLL 3 LL 0 LL o w O co ,1 a J U 0 Z Lu O C7W rj z H -L- 4 U 3 X Ln H OC ajLL w C) 3 " 0 Ux =N z U > � O c LinU) N > Lu Co J U) D O O _ 0 w > w w � U a z O DATE 0 51612019 DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER • CHECKED BY • F. HANCOCK • • SCALE • 1"=20' • • • J Q V) O z O I —I 1 z W < Q Q = z W w p a w U J r^ Q v, w Jmz Q a Q W Z 'V ) V 1 Q O U z W \Q JOB NO. 43266 SHEET NO. L2.1 L_ INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TO OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP %3 OF BAL BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE, OF PIT SHRUB PLANTING NOT TO SCALE PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE =W REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6"SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS 7 ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE CANOPY TOTAL ACE GLO 6 ACER RUBRUM 'OCTOBER GLORY' TM OCTOBER GLORY MAPLE 2.5" CAL. 397 SF 2382 BET HER 9 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. 397 SF 3573 QUE PHE 7 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. 370 SF 2590 TIL GRE 8 TILIA CORDATA'GREENSPIRE' GREENSPIRE LITTLELEAF LINDEN 2.5" CAL. 250 SF 1992 ULM ALL 9 ULMUS PARVIFOLIA'ALLEE' ALLEE LACEBARK ELM 2.5" CAL. 366 SF 3294 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE VER 78 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. 3 GAL STREET TREE PLANTING REQUIREMENTS * per Sec. 32.7.9.5 of the Albemarle County Code. REQUIREMENT YARD LENGTH CALCULATIONS REQUIRED PROVIDED 1 LARGE TREE PER 50 LF 827 LF 827/50 = 16.5 TREES 17 TREES 17 TREES PARKING LOT LANDSCAPE REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code. REQUIREMENT AMOUNT CALCULATIONS REQUIRED PROVIDED 5% OF THE PAVED PARKING AREA IS TO 80,546 SF 80,546 x .05 = 4,027 SF 4,027 SF 4,392 SF LANDSCAPED 1 LRG. OR MED. SHADE TREE PER 10 PARKING 160 SPACES 160/10 = 16 SHADE 16 SHADE TREES 22 SHADE TREES SPACES TREES TREE CANOPY REQUIREMENTS * per Sec. 32.7.9.8 of the Albemarle County Code. REQUIREMENT SITE AREA CALCULATIONS REQUIRED PROVIDED 10% OF THE SITE IS TO 13,831 SF(PROPOSED) + BE COVERED BY TREE 388,615 SF 388,615/.10 = 38,862 SF 38,862 SF 99,638 SF(EXISTING) _ CANOPY 113,469 SF GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION M E O O C� U N � N � > E wUj E ~ U w 3: w o 0 LL L w O rp Of NJ L M a _ U co W J F-I U Uj N x Q O �Q afw aiw oa �g- U„x �N = U > Q c Ln o a' a N a i M d � CO J O w D O D O 0 w > w U a z O M > D O Ll Z ►7 Z O d U Ln w 0 z O > w w Q 0 DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A Z j W Z Q Z) U7 Q W C) 0 ,z H Q z Z) (n O W w 0O 2z m w J a as U V) 0 z Q L_ JOB NO. 43266 SHEET NO L3.0