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HomeMy WebLinkAboutSDP201900047 Plan - Other (not approved) 2019-08-06TH op-'� UVA ENCOMPASS HEALTH REHABILITATION HOSPITAL SITE DATA: TAX MAP PARCEL 03200-00-00-01800 UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 03200-00-00-018BO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DBOPGO PARCEL AREA: 25.92 AC ADJACENT PARCELS: 03200-00-00-01700 GOLD LEAF LAND TRUST NO 3, WENDELL ZONING - LIGHT INDUSTRY DB 1745 PG 696 03200-00-00-018AO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 2712 PG 325 03200-00-00-006RO UNIVERSITY OF VIRGINIA FOUNDATION ZONING - PLANNED DEVELOPMENT INDUSTRIAL PARK DB 4957 PG 692 LIMITS OF DISTURBANCE: 6.52 ACRES ZONING: PD-IP (Cat. I or II) PROFFERS: ZMA2005-3 OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC)., AIRPORT IMPACT AREA (AIA) MAGISTERIAL DISTRICT: RIO 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: 28' (MAX - BOTTOM OF PARAPET ALONG THE MAIN ENTRY) 32' (TOP OF PARAPET ALONG THE MAIN ENTRY) 19.5' (AVERAGE) BUILDING SQUARE FOOTAGE: 72,423 GROSS SF; 5,353 SF FUTURE 10 BED EXPANSION PROPOSED USE: PUBLIC USE: HOSPITAL 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) UTILITY DEMANDS: WATER FLOW (AVERAGE DAILY DEMAND) ESTIMATED TOTAL DEMAND = 14,000 GPD AVERAGE DAILY DEMAND = 14,000 GPD AVERAGE HOURLY DEMAND = 14,000 GPD / 24 HOURS = 583.33 GPH MAXIMUM HOURLY DEMAND = 583.33 GPH X 300% = 1,750 GPH PEAK HOURLY DEMAND = 1,750 X 150% = 2,625 GPH 2,625 GPH / 60 MIN = 43.75 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATE TOTAL = 14,000 GPD FINAL SITE PLAN SUBMISSION COUNTY OF ALBEMARLE, VIRGINIA SDP201900023 8/5/2019 LAKE ACRES 850 MCMURDO FOXTROT ONE HANGARS CONDOS Charlottesville Albemarle Airport 0 0 DEERWOOD O CAMELOT GO5 1515 �o �Lo N0RTHSIDE INDUSTRIAL PARK AIRPORT ACRES Target Q P I N E R I D G E SITE LOCATION isas oq?.1a 9 gas TERRYBR- 1 FOREST RIDE IFFFFRSnN 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 CO.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 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 C6.3 STORMWATER MANAGEMENT FACILITIES EASEMENT PLAN C7.0 WATERLINE & SANITARY PROFILES C7.1 STORM PROFILES C7.2 STORM PROFILES L1.0 OVERALL LANDSCAPE & MITIGATION PLAN L2.0 LANDSCAPE PLAN L2.1 LANDSCAPE PLAN L3.0 LANDSCAPE NOTES AND DETAILS E1 SITE PHOTOMETRICS E2 SITE PHOTOMETRICS # OF SHEETS = 33 RESEARCH PARK TOTAL BUILDOUT STATISTICS ( APPROVED BUILDING AREAS FROM PREVIOUSLY APPROVED SITE DEVELOPMENT PLANS) APPROVED TOTAL BUILDING PROJECT NAME YEAR ACREAGE BUILDINGS (SF) CONSTRUCTED (SF) MICROAIRE (164 EDLICH DR) 1995 4.9 46,889 46,445 MOTION CONTROL (4040 LEWIS & CLARK DR) 1996 4.0 30,462 30,450 PRA (4105 LEWIS & CLARK DR) 1998 6.0 80,000 80,388 TOWN CENTER ONE 2000 4.7 69,900 70,974 BIOTAGE (1725 DISCOVERY DR) 2002 7.1 50,000 50,656 ETC ( 1670 DISCOVERY DR) 2002 2.6 42,388 41,778 TOWN CENTER TWO 2006 4.3 83,666 82,068 TOWN CENTER THREE 2008 4.7 89,814 85,392 TOWN CENTER FOUR 2016 6.8 108,568 ENCOMPASS 2019 8.9 71,848 TOTAL 54.1 673,535 488,151 ACREAGE APPROVED GSF DEV.GSF CAPACITY 307.0 3,700,000 3,700,000 DEVELOPED/ SOLD 54.1 673,535 488,151 TOTAL REMAINING 252.9 3,026,465 3,211,849 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 w Lic. No. 31371 g-5-1 Gf ' �'I CNAL M E O O MU N ui N O Q O > E W O E a U Q) 3 Q '-' � � L o 0LL w O rLa ,- cl� W � M Qa J U co wJ-�n N a p N cn N (D W X O U Q N = U � , I—Q �Ln rn O N N 4 L M a � 00 J vi cl� O U D O 0 w > w 2 U Q z O Ln > D O IL O a_ U U Z U) w 0 U z O W U) a > O W cr_ � W rn w Q o DATE O 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. z 0 I­_q Q I� J IM-I W � TQ y z z W 0 LJ.J U > w 0 J = Q U tW co J Q LLB Z ,Cn V J Q C� G 0 U z W \Q JOB NO. 43266 SHEET NO. C0.0 0 73 U .s t: 0 m 0 0 0 Q >, 0 a 0 cn 0 U) r Q 6 0 0 3 as 0� no a0� oo 2 z 00 f7i o m o E_ -0 c: 0 a O zcn 0� 7 a X ow Y 0 0 o w 0) 0-0) 0� N �N U O N O O U 0 0 0 `o 0 E 7_ U � a aE � �-0 0 _� U 0 N o 0 To a 2 N 0 �0 � U n o o � � E GENERAL NOTES GENERAL CONSTRUCTION NOTES FOR EROSION AND cn 0 w w Q0 vo O U O O C� . J Z �z wo �_ m_ D m m Li v0 O FOUNDATION J z DETAIL "A" W J (TYP. 11 PLACES) m 0 m v7 J O m Cn w _ J � Q CD 0 U J O J � w J X m 00 1 i J U z (n LIJ ��0 FOUNDATION DETAIL "B" a-- m (TYP. 9 PLACES) ROADS LEGEND TRAFFIC STOP BAR STORM PIPE & STRUCTURE NO. �® DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH JUTE MESH DITCH CENTERLINE OF DITCH { BENCH MARK CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER S�SEXISTING SANITARY SEWER S-SAN� SO PROPOSED SANITARY SEWER OPROPOSED SANITARY SEWER LABEL WATER EXISTING WATER LINE 6" yy PROPOSED WATER LINE 0. 6" yy PROPOSED VALVE iH 60 yy PROPOSED TAPPING SLEEVE PROPOSED FIRE HYDRANT (COMPLETE) GRADING ACSA GENERAL WATER & SEWER CONDITIONS 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 PRESERVED AND MANAGED SLOPES 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. T.B.D. 1' 5'-6" 5'-6" 816" NOTES: 1. CONTRACTOR SHALL REFER TO THE HEAVY DUTY CONCRETE SECTION DETAIL ON SHEET C1.1 FOR I O i CONCRETE PAD SPECIFICATIONS z ® ® f NOTED BY CITYSCAPES. 2. PROPOSED ENCLOSURE SHALL J N } ---r1' SEE FOUNDATION DETAIL "A" UTILIZE A VERTICAL PLANKWALL & MADISON GATE. COLOR TO BE a in 0f L LO SEE FOUNDATION DETAIL "A" 4" SCH. 40 PIPE 48" HIGH (BOLLARD)CONCRETE FILLED ® (7 PLACES) OPTIONAL SEQUOIA OR APPROVED EQUIVALENT. 0 3. CONTRACTOR TO REFER TO a MANUFACTURER FOR ALL REQUIRED w m� INSTALLATION DETAILS & 6 SPECIFICATIONS. o O � K <N _ a CONCRETE PAD U Z N O N O - Ox O a� i OV UU O 0> Ur w U m SEE FOUNDATION 5" SCH. 40 PIPE a8ate' O DETAIL "B" 7' OR 8' HIGH (GATE POST) 1 TYP. 9 PLACES CONCRETE FILLED (4 PLACES) 7" m Leo a og rF1 � gL Ws L J= -E 0 _ 0 0 map 5'-6" 5'-6" 816" BOLT PATTERN 0 _ �X� (TYP. 9 PLACES) Fir J A1061 99A106199.dwg. 11/26/2014 4:56:52 PM, NCONDO DUMPSTER PAD & ENCLOSURE DETAIL No Scale 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 --��� A S ONAL - M E O O C', U N N � Q o > E w E ~ U 2 Q �! t w o 0 LL L � w O rp Of LY M a _j U 00 W J - � d > 0 N U LY N z A, � Q X O Q ocf W w 0 Q (j) (3) N = U > Q c U') rn O N a i M a � 00 J D 0 0 0 w w U a z O D 0 (A Z 0 FM a R DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. I �J I --I I I --I J ,^ I -I J W Q I� Q > Q = z ~ Lu w O 0 U 66 w J ,,^^ L� Q V/ 1 w w J m Q Q 0 w z no JOB NO. 43266 SHEET NO. C1.0 =5o -0of 20 �U) �z o0 0 m o E �U) �N a o o= � w O 3 z N o2 Q �x H o O Y w 7 .3 N U o �N 6 O (n° O O E O O U co O 0� U o � N o E. � U 2 �N N O O U O Qw En CD L- CG-12 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING: HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) CUB CG-3 IN LINEFEET) GENERAL NOTES: DETECT'AB E WARNING SURFACEHEN REQUIRED (CG-2R(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. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED VCENTER TO CENTER ALONG TYPE A BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR CONCRETE COVER 11/2". 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 BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER vf� �- AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY 12�1 MAX a ..Ta{,>a 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 LOCATED FIRE HYDRANTS, DROP BEHIND NLLETS, ETC. SACCESSIBLE ROUTTOP LINES, IES PROVIDE NG LIGHT OAESCONTINUOUS 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 1MAA THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS 121 MAX PERPENDICULAR TO THE CURB. yMIN X'X9f� II-IIII-II-III-I]-IIIIII- m - -II I- 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK 4• MIN j a':aaii. a TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY - 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 XX ,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 in 12. ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF 1.6"-2.4" C-C 1O 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 THE BACK OF CURB. - O O O O O O O O O 0 0 0 - U - 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 °aa LANDING RAMP + U o any a 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 iv 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 0 50X-651. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 N TOP DIAMETER DETECTABLE WARNING o AT BACK OF CURB � J 0.9D-AE VARIABLE FULL WIDTH OF RAMP FLOOR _I SEE NOTE 12. BAS-- E PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVDOT CG-12 DETECTABLE WARNING SURFACE SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 10F 5 REVISION DATE (GENERAL NOTES) 105 203.05 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS SEE ROAD PLANS MAX. 6'-0"MAX. 6'-0" GRIPPING RAIL FOR RETAINING HR-1 I.�41/2" O.C. Y4" NPS PIPE PICKET WALL DETAILS. I I I 41/e" O.C. %" SOLID PICKET MAX. 6'-0"MAX. 6'-0" �I /2" DIA. SOLID STEEL SMOOITH I /� III II ROUND OR Hui II STANDARDPIPE. I GROUNDING I ELECTRODE ANCHOR RAIL EXPANSION JOINTS AT INTERVALS NOT EXCEEDING 1' 3" MAX. BOLTS 4" O.C.�''{ (TYP) 30 FEET. 1'-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPEq:W12"RETAINING WALL RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE EXPANSION JOINT PICKETS Y4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE ORS " MIN. SOLID STEEL SMOOTH ROUND ROD . HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) M SEE ROADWAY PLANS 2" min. 12" OR TYPICAL SECTIONS MIN CONCRETE STEPS FOR DISTANCE TO 11/2" NPS SCHEDULE 40 PIPE POSTS I MIN. NPS (1.90" O.D.) SCHEDULE 80 PIPE SIDEWALK OR SHARED GRIPPING RAIL RAILS 1�/2' MIN. NPS (1.90" O.D.) SCHEDULE 40 PIPE 1/2 USE PATH. GROUNDING ELECTRODE HR-1 TYPE I HANDRAIL 2'/4 min. N' (FOR USE ALONG STEPS) rI NOTES %" SOLID STEEL SMOOTH ROUND ROD 1. THE CONTRATOR SHALL SUBMIT DRAWINGS DETAILING ALL ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, CONCRETE FOOTING TO INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BE DESIGNED BASED ON GRIPPING RAIL DETAIL T12-*CHOOR ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONDITIONS. BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNEDAND SEALED BY A PROFFESSIONAL ENGINEER, HOLDING A VALID LICENSE TO PRACTICE ENGINEERING IN GRIPPING RAIL SHALL BE INSTALLED WHEN THE COMMONWEALTH OF VIRGINIA. THE SIDEWALK OR RAMP GRADES ARE EQUAL 2. ALL RAILING COMPONENTS AND FASTENERS SHALL BE GALVANIZED IN EARTH FOUNDATION DETAIL TO GRIPPING OWILLRBETER RTHE CENTCOST WITH THE CURRENT ROAD AND RAIL INCIDENTAL TO OF. (FOR USE WITH TYPE it & III RAILINGS) THE RAILING. TOCORACDEVEEA UNIFORM COATING ON A UR ACES VENTINGATANDS DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE SHOP DRAWINGS. 3. ALL FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A307, MAX. 6'-0" MAX. 6'-0" �y� ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH AASHTO M314, GRADE 41/2" O.C. - 4" NPS PIPE PICKET 4„ SEE ROAD PLANS FOR RETAINING 36. 4. A CHEMICAL ANCHOR SYSTEM FROM VDOT'S APPROVED MATERIAL 4�/e" O.C. 5/e" SOLID PICKET 4 WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL BE INCLUDED IN THE SHOP DRAWINGS. -'-� 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. I I I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. N 7. ALL POSTS AND PICKETS SHALL BE SET PLUMB. I I I 8 GROUNDEDRAILINGS SHALL BE EFFECTIVELY LACCORDANCE GROUNDING MATERIALS INSTALLATION TO BE IN I I WITH ST'D. FE-6. 9 COMMERCIALLY AVAILABLE G SYSTEMS MAY BE USED IN LIEU I OFTHE RAILING. DOCUMENTATION FROM DESIGNNGAND FABRICATING ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPANSION JOINTS AT BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE INTERVALS NOT EXCEEDING 3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN 30 FEET. ACCORDANCE WITH NOTE 1. V-3" POSTS 2" MIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 10. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF RETAINING WALL -,-PICKETS RAILS 2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. EXPANSION JOINT__ : Y4" MIN. NPS (1.05" O.D.) SCHEDULE 40 PIPE 11. THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR OR %" MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION HR-1 TYPE III BICYCLE RAILING ELECTRODE IT MIGHT BETO ANY VEHICULAR FORRVEHICULAR RO ECTONTSTANDARD GUARDRAILISHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVD❑T REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 105 METHOD OF LOCATING AND ERECTING REVISION DATE SHEET , OF , 238 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 2016 ROAD & BRIDGE STANDARDS e PICKET: Z518"x19GA POST: �2"x16GA , 3s1s 2" } NOTES: 1. FENCE SHOULD HAVE POWDER COATED BLACK FINISH 2. REFER TO FENCE MANUFACTURER FOR SPECIFIC FENCING DETAILS METAL FENCE DETAIL No Scale 96 Z' I RAIL: 1 93'--" 1 3" x 18 GA 431--1i 48" 6 24" 2 6" 2" 3 "' t CG-12 A #5 DOWELS, AT 12" 8" LONG- I PERMISSIBLE C-C 5' MIN. JOINTTRUCTION 12:1 MAX77 B x 12:1 MAX z A TRUNCATED DOMES SEE SHEET 1 OF 5 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 1MA 20:1 48 1 M 2' MIN. SECTION A -A Y CONSTRUCTION JOINT v3 ;;PERMISSIBLE IN 0 e e. SECTION B-B CROSSWALK A�DING AREA OUTSIDE OF TRAVELWAY CROSSWALK CURB SHALL BE PROVIDED FOR NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, PERPENDICULAR CRGSSWALk SEE SHEET 1 OF 5. s. �� WITHIN THE MARKED 4,• S * CROSSWALK AREA. THE REQUIRED LENGTH OF A PARALLEL RAMP TYPICAL PLACEMENT ' x ' CURB IS LIMITED TO 15 FEET, REGARDLESS OF THE 4' BUFFER STRIP SLOPE. AT INTERSECTION 5'SIDEWALK 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 XV DOT 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 48*1 MAX. LANDING 48.1 MAX. SLOPE SLOPE CURB 5' MIN = CURB MAX. po 1 CROSSWALK _` _ = MOj CROSSWALK Y Moxi GRASSx ��7 � n CONCRETEOR CURB II N II CURB WITH BUFFER STRIP WITHOUT BUFFER STRIP CG-12 DETECTABLE WARNING SURFACE SPECIFICATION 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 (NEENAH R- 9975 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" T 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 ° ° ° 7„ 4 a as ° 4" MIN. o o 0 0 o 0 0 0 0 0 �) o 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 ^.5" ASPHALTIC CONCRETE SURFACE ;OURSE - SM-9.5A INTERMEDIATE BASE COURSE - BM25.OA 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 A O 4" 3,000 PSI AIR -ENTRAINED CONCRETE COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS 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.) 7 EOP PAINTED PER 2% MAX. 18, y �4„ VDOT SPEC. 8' 5' 8' 8' 8' y f TYPICAL VAN 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 RNE $w - $500 FIDE TOW AWAY ZOEp TOW AWAY ZONE VAN 6' 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 INTERMEDIATE BASE COURSE - BM25.OA TYPE 21-B AGGREGATE SUBBASE COURSE COMPACTED SUBGRADE (PER GEOTECHNICAL REPORT) 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 TYPE 21 -B STONE COVER j�� j//�\ � 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 6" VDOT A-3 CONCRETE CONTINUE 21 B STONE BASE FROM ADJACENT PAVEMENT SECTION UNDER CURB �ryH OP Lie. No, 31371 S ONAL M 0 o U N N � > E W E ~ U 0 LL O w O rp Of LY M a _j U 00 W J - Ln 1.4 0- > o N U LY N z Q7 X O Q 0 Q 7 , _ (3)N = U > Lo _Ln O N � M CO J A a DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE N.A. [� I --I Q 11-4 M1- 4 J W Q Ij Q > Q = z W U--I O 0 U C W6 __J LZ Q 1 Lu w J m I- Q O w z ■ JOB NO. 43266 SHEET NO. C1.1 O > N U C O) 0 0 0 0 Q Q 0 (n Z3 0 m m Q .S 0 O D- =5O -0of o O z ry O -2 O C �o E -a C: CD U) D) U) c a o O C: fr (D.. 3 z 1n o� �Q Sx W o Y w0 Qy .3 Q� uN U NC O O 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 NO. 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 IU///Imm■ui ==■ toto=m mmmm iiiiit■tata��� tal ==m ■mmmm �a�ti ti ti■ SPECIFICATION REFERENCE 302 B-1, B-2 7//// %%////011=ititi %////.1 = = \ i talammm Itil MME • ////.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 1 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 1 0.45 1 - 0.582 MANHOLE FOR 1211 - 4811 PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION W dl STEPS I(AS REQ'D.) ' I 4. . IT X } D ICI E B-1 MONOLITHIC MH-1 J DI-1 rn A N �} N rn -- 9v„ 2,-7„ M„ 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%2" 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 SHALLCONTRACTOR FROM EFIELD 3 LBS I TOCOLLAR 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 NCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE %2" x 1%2" x 4"J I x 4" STRUCTURE. LUGS 12" 9Y2" 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 %2" MIN RAISED AND PLACING ALL MATERIALS LETTERING I z INCIDENTAL TO INLET SHAPING IS TO BE NCLUDED 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 T-W 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 ORGGR. 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 WEEP HOLE 3.INCREMENTS TO BE ADDED FOR EACH x Z co a , SEE NOTE ip 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC HARDWARE CLOTH /4" MESH ADDITIONAL FOOT OF DEPTH. Z Z ZMERU g 12" iv OR GALVANIZED STEEL WIRE, MINIMUM 4. MATERIALS MAY BE BRICK, CONCRETE OR N;� �= 12"-15"-18" OR 24" WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY APPROVED CONCRETE MANHOLE BLOCK. 2 j cV V4 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 o p , o CLASS A3 (3000 PSI). 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 �� 2" 10. ANY ALTERNATE METHODS OF ANCHORAGE II II '�1 4"dd 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. DUMP NORWAY 11 LLETTERINGNASTE IS REQUI EDSON ALL TO 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,) I SEE STANDARD IC-2. WEEP HOLE (AS REQ'D.) BARS G 4" BARS c Dow ' I.\ 2" ARS F Lu zi #, oJ N \\ �/It ALTERNATE JOINT DETAIL II II BARS DBAR F BAR A FACE OF CURB 77 CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT W MIN. PLAN 10' MAX. [--A L-VARIABLE MAX. 20' I� 81, 2,_6„ B 8„ NI �I IE D 0 IE 6" x 6" - W5.5 x W5.5 WELDED WIRE FABRIC OR EQUIVALENT AREA 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.7001-110-065. NyIO IaSt FAX (770) 932-2490 REVISED BY NMH PROJECT NO.INAME 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO TECHNICAL INFORMATION SHOWN HEREIN www.nyloplast-us.com �V�T TITLE ASTM D3212 FOR CORRUGATED HOPE (ADS N-12/HANCOR 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(lM 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" 7" 8" 60" 1 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 2rPED w 0 00 TER F� �_ QBARBARS B m 2 _ _ RE FOLE. o +BARS w w o E E r Lo W STEPS SE NOTE 5 8" 2'-8" Ig 4`0" 3' o" SECTION A -A 6' MIN. 10' MAX. KEYED CONST, JOINT 1 2'-10" 2" WARPED x 2„ GUTTER APPROACH BARS A GUTTER ////E 11 6 , 1 �\� .7„ �e 00 BARS E I- BARS B 1 /4 r 5XIA" BENT PLATE �- \ SECTION B-B " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. I/4 L21/2"X2i/2"XI/4" • GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I/2" X AL 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 BE ANCHORED WITH I/2" 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 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" �rYH Op H-f Lie. No, 31371 B-5-Iq� S ONAL M E O O M U cV fV O > E w °' E +� Lu ~ U 3 Q�t� LL 0 LL o w o c� LY Q0- J U 00 wJ-I. H p N (3 L u N � Z It 3 O X oaLL ="t (n_ �N = U �Lr 1 Q c Ln 0)O N N � I- M a � CO J (n O 2 (D O H- 10 w > Lu U a Z O > O w O H- 0O_ U Z (n w 0 U Z ct� CL O W U > o w (f) W Ol w a) DATE 5/6/2019 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 W J ,^ L� Q n 1 W w J m Q Q w O z i JOB NO. 43266 SHEET NO. C1.2 0 c '3 ai N U .S 0 0 mO 3 m 0 0 0_ 0 0_ m 0 m rn 0 0 0 m m m 0_ .S 0 m 0 L 3 c �a �O -0O� o CD U) �Z mO O c - T � @ O E c c N 0 c a o Wm CD 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 !_ za O c U M N � m N c v .o N U a 2 c N O c N O c U @ O o_ w- 0� L c 0 Q c Q a 2 0- 0 v N 0 N 00 c 0 w 0 a 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 VMLVF- 2500 P.S.I. CONCRET BASE AND THRUST , ° l •^� �' 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, 1 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES f------ ---- ------I 1 I I I I I I I I I I I LIFT HANDLE L- - - - - - - - - - - - - - - - TYPICAL METER VAULT N.T.S. FIG. W-7A SIDE VIEW 75' DIAMETER DRILLED IDLE FOR TOUCH READ INITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH FRAME & COVER -SEE FIG. S-I-D, E STREET SURFACE OR -NON-PAVED AREA SLOPED AREA ^• 1'-0" MAX 2'-0, RUBBER COATED STEEL STEPS e CAST IN PLACE PRECAST REINFORCED CONCRETE A' SECTIONS WITH "0" RING SEALS OR APPROVED EQUAL 3' 0" MIN THE DROP CONNECTION SHALL BE DUCTILE IRON PIPE (CLASS 50) • 5" BACKFILLED IN 6" LAYERS AND COMPACTED BY HAND TAMPERS OR 12" MIN BACKFILLED WITH SELF -COMPACTING 16" MAX STONE. 5" Q 12'MIN 12"MIN MINIMUM ELEVATION DIFFERENCE ACROSS M.H. FROM INLET TO VARIE OUTLET SHALL BE 0.20 FEET A FILLETED INVERT FOR A SMOOTH INTRANSITION OF FLOW BETWEEN • • ; • p . INLET & OULET PIPE SHALL BE PROVIDED. 12 3/4 DIA OF LARGEST PIPE IN MANHOLE MIN. 6" BEDDING WITH NO. 68 STONE NOTES: 1. BEDDING THICKNESS REQUIREMENTS SHOWN ARE MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT SHALL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. 4. SPECIAL CONSIDERATION SHALL BE GIVEN FOR ENTRANCE DESIGN ON SEWERS WITH STEEP SLOPES. TYPICAL_ MANHOLE WITH DROP CONNECTION N TS FIG. S-I-C 44" MIN. 60" _ I 36" a a . ° 18 MIN. -17.s" 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, TYPICAL METER VAULT (1 1/2" METER N TS FIG. W-7B TD-15 VARIES I VALVE BOX TO METER BOX (SEE FIG. W-I THRU W-7E). VARIES 2" COPPER 'e• y° 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 (TYP No Scale It FOR ALL BENDS 45° min H D 45° MIN �T� SECTION 1-1 1 ✓ 1 FOR TEE OR WYE FITTINGS WIDEN TRENCH TO ACCOMMODATE ANCHOR IF REQUIRED. 45° MIN BEDDING AS REQUIRED SECTION 2-2 45° max L 1 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" & 12" 45 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. 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] 60 DIAit- 1 I` [6mm] 28 7/16" DIA I 5/8" [722mm] ~j [16mm] 36" DIA 26" O O [9 DIA [660mm] 1 1/2" [20mm] FRAME SECTION [38mm] 0mm 2" (51 mm) LETTERS (RECESSED FLUSH) 1" [25mm] N I q 3 1 /8" 1/2 11 SP �� 3 13/16" mm] 0 22 13/1613mm] [79 2 1 /8 [97mm] [579mm] [54mm] " 0 25" 1 3/8 1 1 /16" [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 1 5/8" (2) BLT HEX 5/8-11X3 1/2 SS E W PICKBARS [5mm]2400"It 1�/ 2 [41 mm] PART# 00981250 1 1/8" (29mm) DIA BOSS [6mm] [13mm] 63 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. (2) LOCK LUG TYPICAL WATERTIGHT (SHOR S )PARTT# 001 3585 R A A K I I 1/-%1 r r---1 A R er n 1'%n11rP9 LOCK LUG ASSEMBLY Ld J z I D. I V ID 12" 4 I 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 N TS FIG. S-1-B 36"MIN 24"MI 8"MIN EMBEDMENT SPRING LINE O OF PIPE NO. 68 STONE - - 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) STREET SURFACE OR NON -PAVED AREA SLOPED AREA V-0" MAX if 2'-0" a a RUBBER COATED STEEL STEPS CAST IN PLACE 3'-0" MIN PRECAST REINFORCED ° CONCRETE SECTIONS 12 MIN "0" RING SEALS a 16" MAX MINIMUM ELEVATION ° DIFFERENCE ACROSS M.H. 5" 4'-0" 5' FROM INLET TO OUTLET SHALL BE 0.20 FEET. DEPTH OF FLOW CONCRETE ° VARIES CHANNEL TO BE. FILLETS 3/4 DIAMETER OF CONTRIBUTING T - IT a e SEWER. A FILLETED INVERT FOR A SMOOTH d ° °.. �g 12 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. SET DOGHOUSE BASE < ° EXISTING SANITARY ON CONCRETE BLOCKS SEWER PIPE DOGHOUSE OPENING SHALL ° °�° :° °' MIN. 12" CLEARANCE BE PREFORMED BY ° 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%16" 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 AROUND EXISTING PIPE 3,000 PSI CONCRETE ON FIGURE S-1-A /WITH OR NON -SHRINKING GROUT Ord M gA • •e • • 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 �rYH q� Lie. No, 31371 8-5-1�� SIONAL M E O 0 � v N � N � Q 0 >E E Lu°� +� I- Lu U 3 Q r ! w o Diu O ZLL ro i Lu U Lu Z Z Lu O Z rn U C7 Lu No d °3rn 3� O : X I Z w a o o =s 4= C U Z O H Q L r� c Ln U) O N > Q Lu a j 00 _j Lu CD L vi O CD O H III III w H a z O cn DATE > 0� 51612019 O DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY J. HASH SCALE N.A. H� LQ 1 H� J ,^ J W Q 1- 4 Q' a ui Lu o p U 0 Lu6 _ J Lu J C0 Q Q O w z JOB NO. 43266 SHEET NO. C0.0 �a 5O -0Q� CL o O 2Z 0)0 f2 0g c T � -_ c o a- o c Z N O ro 2 Q g x N o w �, -:5 0 Qw .3 0.0) Y o X C 0 0 U U L 2 �N �_ �0 ~= o E� 0 C U CU O0 m z U ° _ o .o N U -0 2 C N U) C 0 0 C U @ O o_ w. o� 0 0 L_ c 0 a T N V <V O N 00 c 0 O a 3 TMP# 32-17 / ' ' / °32'39 = / - - - _ \ \ \ \ \ \�-' - - - -1 I \` \ //' , 40 ' N- - WENDELL -_ _ \\ 535, D.B.1745PG.696 / I h� ,��/. ---- ----- �----------__-------\\\\\\\\\\\� \`\\� \\ `\ \ \\ `\ 1\ I- _ �`�' / {\ / /' / /� �/ / / AS ll� \ \ \ \ \ \ / vLie. No, 31371 y _ _ _ _ _ - - _\ \ \ \ \\ \ \ \ \ \ \ \ \ WETLANDS _ _ 0' STRFA1t/ Bb6c FEl? TV J \ ONAL / / y \ \ \ \ \ \ \ ` 5 E i / //SPgNtIGVA�,�y -� \-------------- \\ \ \ �00'S\'TRE\AM`BUEI \\ \ \��\\\\\ \ // /' ' ' ' ' S5� > 0 IV WIRE rE,49L� � , y � y —may y y �� � \ \ \ !— � / \ \ �� \ \ \ \ \ \ \ \ \ \ � \ � \ 'Y / / / > / / / V IV y / � /i / \ \ \ �� \ �� \ \ e• \'` \ — \ \ I 1 I / / / 1L EXISTING'�IVFTCANBS. / /�'� y y / y y / \ \ \ / / W o /��' _ S I /I Q -� z� / / _ \ \ \ \ / / / W TMP#_32-18 _ _ _ \ \ \ \ \ \ \ \ 1 \ / \ / / !�� , / V� cv a — — / — — \ \ \ \ \ 1 / dLu / / /y 'N \ \ \ \ \ / M / / VI�LAA10S - UNl1LERSITYOFVIRGINIA \ \ \ \ / / 5 z ~ ' \ \ \ \ \ \ I / / / / Z / / - 565' ' ' _ _ _ _ _ h'EAL EST A TE FOUNDA TION - _ _ \ \ _ \ \ \ \ \ \ \ \ \ \ \ \ ,� / / , , , O x cn / / / /G ='`�' _ _ - - - ' - - -_ _ - D.B.27,2P�. 325 _ _ \ \ \ \ \ \ \ \ \ \ \ \ EXISTIN WETLANDS. \ \ \ l \ \ \y / / / / / / / ,' ' / / oJC �; p O / / / / / / / ' / ' / ' / / ' / '' y - - - - - _ - ' D.6. 2635 PG. 454 \ \ \ \ — \ \ \ \ ' a WIRE F1=NCa� / / y - - \ \ , / _ 0 \ \ \ \ \ \ \ \ \ If\�1PA�TS TO BE ERMITTED / u > kD O W / / / / ,' ,' / / / ` _ _ _ _ - - _ _ / / - - -5Z / \ \ \ Y VA FO NDATION. \ \ \ \ y / /' / /' _ _ _ _ _ _ _ / - - \ JB. TS02 PG. 6S2 - \ \ \ \ \ \ \ \ L \ \ / / / / / / I / a a _Ln 00) IV l/Ay/ / i ', _ _ — — — — — ' / / / — — — — — y / / / \ \ \ \ \ \ \ \ \ \ y / / / / / / /I / , 00 —j W yl /�// l__— -- / '/ / �� , \ \ \ _____' \ s \ \ \ \ \ \ \ y�y y \/ // , / ' off may/ /� _ \ — — —— \ cs \ \ IV -V IV IV 570 __,-;,- _�-_ yy yy\ \FENNE / - -\\`_—_\\\ \\ \\ \\\ \\\ / S��\\ \\ \\11 —\\ / \ \ \ \ \ 1 I 1 1 \ 1 1 1 1 I I \ , / w w ti -580 _ _ _ _ _ \ \ \ \ \ \ \ \ 1 1 1 1 1 \ i / / / / r / / 1 w _590 llool O U) DATE \ \ 1 I ' / \ /'jam - ; - - - \ \ \ \ \ _ _ - \ / / / 5/6/2019 — -- -- ' I / / ' // // // // / / / 4J � DRAWN BY / / / III Ills///// / y. / / , / // \ \ \ \ _ ► I co I I / / /Z. DAHL ! � \ f / % - - - - - - - - - - - \ ` \ I 1 I I X I 1 ' I 1 I / l / 1 I / / / / / / / / / / Z DESIGNED BY ___- 90�' / i� _ \ \ \ sd, \ \ `\-,\ \ ` I I I 1\1 I I l l / I l l l I / / / ' ' ' // ' /' �' /I /'' • A.ALLISON \\ ------ W�TLAlYIDS l /l I / / / / / / // / / / / / I// / I' / ' • CHECKED BY _ — _ \ I 1 I x I / I 1 I I I y /' / / ' ' ' /' • 1. HASH \\ \,."`— ----'— — —— \\\ � /' ' /' �� I'� /� • SCALE INV-QUT 1� RCP\ / _ ` \ \ \ \ I I I I I� I I I I I I I I I rW /' /' ' / /' / ,' ,' 1" = 30' --- - I j IIX1 D ,s z I — -570- // �c50 / / / / , // /,� , / _----�\// \\\\ Ste\\bI LANE NINE E �� / -�� - - - - - \ \ \ \ \ \ \ ` \ �/ \ \ \ \ \ \ \ 1 I I I I I 1 1 I I 1 I \ I I \y I / /' / / / SANITAR'S SEWER DESIGN LpN / - _ _ \ \ \ \ \ \ \ \ I 1 I I I I 1 I \ 1 \ \ r / / BY OTHERS. SEE PLANS / 1 I \ \ \ 1yy I ' ! / / / / ,' TITLED "UVARESEARCH ----- / 1 PARK SEWER EXTENS101�1" ' // / / /' ,' /' \\ \\ \\ \`� INV�N15'�R�P\\ AD /\ _ / ' / \ \ ` \ ELEV.=�0.80^ ELRO/ / // �/ / / \\ \\ GR /- -590- \ WIRE)FENCE cr� '/- ------------ - - - - -- 588. ,-'_- ___---'---- / / \ \ / / , ,' /' I / / / / / ' 1 ' I / /' / // / ' / ' / /' _REALE LLJ - \ -_--- - - - - -' _ __ \\\ l l I I - I I Q -584 ---� — _ — — — — — — — — — / /,/ i\' // // I'' //I l/ �/l /l ,l / I ' I / /// // /' /, / // / / / //' // '—__y--------_ D. 582 _ _------- ------- ------ _ j , I / / / I /' / / / / / / / / z I W O z \ \ \ -�� 580 __-- - _- - - - - -- - ' / I I 1 I ' / / l I I 566-�' / / / / OL \ \\ \ ---------_- - -578--__--------------------- - ' / I I 1 / / / I \ 568•�/ ----- J U \ \ \ •. _- _-- - - - -_- --- =576- / _ I / / , / . I / �/ / / / / �- Q z Tit \ \ \ \ \ \ \ \ \ \ _SAN' - _ _ _ _S- SAN - Sadv — _— ` -ROAD IMPROVEMENT BY — — — = f • _ �— , T �. , T — Q Lu OTHERS. SEE DRAWINGS S — — — — — — — — s�N SAN — X w T \\� \580 — — —_w--------- w TITLED "UVA RESEARCH — ------ ,\SAN= SAN I S NN,� w \ — — � y ; —•-- — — — — — — _ PARK LOOP ROAD" —— \ \ \ \ \ \ _ _7— —_ _ _ — — — — — — — — — —_ — — — — _ _ _ •` _ — — T-UFO — — -J _ — — — — —.— — — — —. ' ' \ \ \ \ /l / \ \\ \ ' l \\ \ 57 -578--_ % - - -___ - _-_--- ___ a / / \ `574 6 �� _ - - - - - - - - - - - - - - _7p- -a \ \ - / a / / / . / / , / / •/ 570 \ `\ 568\ \\ \ \\_- / ,,/ o / o _ _ _ _ - _ \ \� _-- - =1, --- -� V) 576 / 575- / ' - - \\\ \ /� 574 _ _ _ ____ _'_- //- //, // /, /, / / 578 580 2 O 51; \ \\ \\ \\ \\\\ /��/ \`_- II STORM INLET WIG z i /�\ /578- _-_ \\----______- \ r / /'// // // // I // i z 2.5'X2.5' I ) / '- --- - / TOP \\ / LLI \ FUTURE PROPOSED 'AN. r , ` i \ \ \ \ \ \ // / / / \ I INV. OUT=569.16' 18"RCP ` \ LATERAL FOR FIRE f-580_ STATION. ASPHALT PARKING ` (H OL L YMEA DE FIRE AND RESCUE) 8' HIGH BRICK STEEP STEEP SLOPES WALL 8"WIDEr// MHD (MANAGED) __------ - / TOP ELEV.=573.19'------=- ___ CL INV. CENTER=567.09' / / ,/ / J� v / STEEP SLOPES \ \ \ \ SCALE 1"=30' JOB NO. I FULL OF WATER / r (MANAGED) /\ \` \ / / I I I I SWM III I /�/ o ( \ 43266 I I IFACILITY/BMP 1 1 0 0 30' 60 INV. OUT 18"RCP 11 I 1 I I I I // SHEET NO. ELEV_ . I I I I 54"GONG. RISER C2.0 ❑ 0 N 3 U 0 0 m L 0 0 0_ Q m 0 m 0 m L fn m m 0_ c 0 0 3 c �a 00 -0 Q� O Ur CL Iv U) z O O f2 0 C T � m o O N m 0 a o 0 C� 3 Z N O ro 2 Q � x ow 0 Qw o .3 a 1 U) 0 .2 U) X m 0 O U 2 m N m c 0 c `o E� U m �0 m .0 O N O CA m U � 'n m c 0 0 C U m D_ O N N (_ L LEGEND 64 19 - - _ \ — — — — \ \ \ �` \ — _ _ - - - \ \ ��_�_ , / / \ Y// // VEGETATION OP TMP# 32- 97 / 39"�� _ _ \ \ \ \ �\ \�-' - _ - _ - - 1 \ / \ t, /El GOLD LEAF LAND TRUST NO 3, / /' / / 32 _ , _ _ _ _ _ _ _ - - - - - - - \ \ \ \ \ `\ ` \ CfAITCRLINEDF S77�F�AM 1 \/'I / / ��� , REMOVAL / / h _ WENDELL / hO /\\\\ \\ GRAVEL ---- --�------D.B.9745PG.696 REMOVAL AS 11� LIMITS OF Lie. No, 31371 � �WETLAND DISTURBANCE A __ S 0' STRFAMBb6J FE� ` \ \ \ ` \ \ \ / , / \ / / / nNAL y \ \ \ \ \ \ \ ` \ _ / ' live �4 IV \ \ \0Q O ko SkTRE\AMIBUAKEf+� \ \ \ \ \ \ \ \ \ \ \ / / / / / / 55 > E y _y \ \ \ \ \ \ \ \ \ \ s yy \/ // \\ / \ \ \ ` \ \ \ \ \ �� \ ` \\ \ / / ' / E / iy --- �'� \ /� \ \ \ \ \ \ \ \ \ \ \ \\ / / / ' //' ' ' /� // w —+ / / WIRE rE�IC�!` , y �„ -y- y y y \ \ \ \ - \ \ \ �� \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ y\ , /' , / / i H V N /S/ J/ LL IV J/ , /--- �\ Z / IVy y ,y / /— / \ / �\ \6�� \ \ \ \ \ \ \ \ I I / / / / / I/ / / w0Lu ra,1 W �y �'� �' X' \ WIRE FENCE �� \ \ \ \ I I / / / / I, a J U oo z TO REMAIN \ \ \ \ \ \ \ \ / / , / o' orn O CD U /�/ _ j�II�IP#32_98C7W N� a :tLANDS/ / / /� �; y �„/�If-?' _ _ / �JNl10ERSITYOF VIRGINIA - \ \ \ \ \ \ \ \ \ \ \ I r / / / / / / / / / / / / / ' S 5� z? U — g5' -,SEAL ES_TAT-EFOUNDAT70N- xa / / /.�"�y y ,�� �r 5 \ \ \ ` \ \ \ \ \ \ \ \ l / / / , w w - D. B.27,2P�. 325 \ \ \ \ \ \ \ \ / , / / / / C) < =s O / •�� / / / / / / / - - _ D B. 2635 PG. 454 - \ \ - \ \ \ \ \ \ \ \ \ \ 1 \ /� y / / / / / / / cn = c N z / WIRE F�NC� / S� _ _ / /// -Ln \ / -- — ' /// \ \ \ \ \ / — — — — — — — — 1 / I REMOVE f \ \ \ � / / � y/il ----- / / _ _------ \ — — WIRE FENCE -� \ \ \ \ \ \ \ \ , / / / / / / / / �� w Jr / �i / /� �� 1 , 1 1 \ \ \ \ \ \ \ �y / / / / / / / / I/ / / , / 'eoy/ /i'�// /_ _ - _ / _ _ / / \ \ \ - \ c� \ \ \, WETLAND \ \ vy \ / / / / / / / / / /' ' /' 0 w / \ \ 1 1 \ ` _ - _ - \ \ \ \ \ DISTURBANCE TO BE i �'�=/_ — ti 1,- /� _\-- '�/�\ \ \\ \\ ��\ \ \ \ \ \ \\ \ \ PERMITTED BY UVA I IV \y \\// ,' / / / / / / / /I ,' ,560 TOTAL LIMITS OF - _ _ _ - - _ \ \ \ \ \ \ \ \ \ \ \ \ \ FOUNDATION y y �I / vi DISTURBANCE = 6.52 ACRES - _ _ _ - — ,S \ \ \ \ \ \ \ \ - _ - \ \ \ \ \ \ \ \ cro �y y �' y oc — y \ \ \ y y / WIR� \FENCE SRO Lu \ "590\ — _ �___ �`\I�I�III 1 ` \ \ \ \ \ \ 1� I I I I 1 I I \ \ \ \ \ \ / REMOVE \ \ , 1 , I I / / O DATE VEGETATION AS NECESSARY I I 1 I J I I I I I /�'/ 5/6/2019 JJ—_ _ _ DRAWN BY i---------- ---- Z. DAHL till j ! — — — — � \ \ X J 1 1 1 J J ' / / / / / / / / / � / / ' D / DESIGNED BY - - - - - - - - - - - - - - - \ ♦ 1 , I 1 I I 1 / 1 / / z / S�` nI� • A. ALLISON _ LMD5 REMOVE \ \ \--——— — — — — —— \ I I l I I I I 1 / / / / ` CHECKED BY VEGETATION AS y J. HASH NECESSARY x I I Il J I I I / ' / / / / / �s • I / • • SCALE Oly WETLANDINV. OUT 95"RCP I Iy 1 30 REMOVE ELEV4zF579,77DISTURBANCE TO BE GRAVEL ROAD i I I PERMITTED BY UVA �' i I I I I I I I r� , FOUNDATION / / / /' ,' / I / , , _ - - ' �J- • REMOVE 1 1 k 1 1 1 1 1 1 \ \ / / / / / / / / D J `s8o� \\ \\ \ WIRE FENCE 1/ 1 1 , ' 1 1 z - -570- \�\ _ AN �' REMOVE \ \ \ I \ \ I I , I I I I I 1 \ \ 1 \ y // / , , / , / / - ----- , - - I --I RCP PIPE I/- /� y 1" L / - " -,REMOVE „ INVQ 95 RCP EL EV. =940.80 I - ����s8 \\ \\ I I I I I I I ,I // /, /, r -590- \ \\ s \ / / I I I ICI I 1 I 1 / / / ' / / �' // //� > \ \ I WIRE)FENCE I I I I I I I 1 / / 1 / / / , z O REMOVE VEGETATION AS / /1 \ ' I NECESSARY REMOVE \ - GRAVEL ROAD I I I I / , , / / / - - - I I I I , / / / / J REMOVE RIPRAP UNIVEf ; Q REAL ES REMOVE I /' / / / / / / / / / D. z —585- — — '' ,' ' /' J/ J' i I' PORTION OF PIPE / ��' ,' ,/ // // // / / / /,' /-- ID- - - - -- Z ? Z AND ENDSECTION ' / / / / / / ' z I w O O \ \ \SAN\ ------ — / J ' \\\ \ \\`SAN' - ---5- SAN__ -- sa�ry - _— ` -ROAD IMPROVEMENT BY — — — = / ( \ • - _�_\ T �• ,/. — _--- Q a w W \ W _ , , _ , - ' _ - - - SAN \-- -t- — , _ � — � \ — — / � LLI 0 — — — — __w_ - w - _---- - - - - -- OTHERS. SEE DRAWINGS — — — — — — �— — — — — — s�N SAN s = —o— \ 41, •\ •� • \ •• \. \.a w — — W — TITLED "UVA RESEARCH — —_ SAN= sAN I s N r \ ,SAN — _ — r d _ y •" . PARK LOOP ROAD" — w \ — -�—` \—�— I ► I — ^ , w — — — — r.— —a — — — — — — _ _ _ _ _ _ •a — — >` -UFO d / \ \\ \ ' \ \ \ \ _ ! — — — — — _ _ — —• — d , d , , , ` d • _ — — — — — 70.E , At \ \\ \ \\ `_ / �— — — — — — — — ——-------- _ •FOB— d \•\ ;� d• —mod\ \ — / / /• •I ---CicO Lu __---__-- / \ \ I ! \ STEEP SLOPES / 1 ` I (MANAGED) ------- — 1 NG------------- ``"n�N STEEP SLOPES \\ \\ \\ JOB NO. I I I I SAN ° ' r (MANAGED) SCALE 1„_30 43266 66 ' `\04 O Jill O6 NOR SHEET NO. I I I I I 0 30' 60' C2.1 0 N U C O 0 0 m L N 0 0 Q Q m 0 0 m L fn m n c 0 0 0 3 c �a �O -0Q� O (D CU) z O -2 02 T � m o -_ �(D m U) a o c Z N O m 2 Q �x ow 0 Qw o _3 a Y fn � 7 N X m 0 O U L i m N m c o c `o 0 E Uc m m U O w o CA. m U -0 2 c N m c N o C U m o_ o cha) L_ / ,TH op—l� / c O D a c Q T N O O N Lf7 00 0 0 a ROADWAY DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK LOOP ROAD" / - D STEEP SLOPES (MANAGED) / / — — STET 1 )LOPES i / S CENTERLINE (PSERVED) I / / OF STREAM r / WETLANDS 50 STREAM BUFFER W` �W 100' STREAM jX// �� ✓ y� BUFFER / �y • y y y y/yyI / y yy yy yy/ �yyyyyyyyyy,yyyy yy vy v \ WETLANDS I / o y�yy y' yy y I > I _ / I X AlllAlv 4 W 4 W G 11W PHYSICAL THERAPY COURTYARD I FURTURE BUILDING �" � � EXPANSION(1 O BEDS) � I IJ Z PROPOSED REHABILITATION I -330.57' II T_W W . rr r/ r/ r I STEEI SLOT C (MAN ED) C . l INNOVATION DRIVE 100' PUBLIC RIGHT OF WAY SPEED LIMIT: 25 MPH LOOP ROAD n Fl �� .... ,, 6. ., k G' G G II ^ - --- FUTURE PROPOSED SAN LATERAL FOR U ST P SLOPES FIRE STATION // ( ANAGED) /r o Ce I C ❑ L0 L Q � L� L C U C v / C W L LU L — — vJ C LU L LU L C) C I LU L z e U U 75 a� / SANITARY SEWER DESIGN BY OTHERS SEE PLANS TITLED "UVA RESEARCH PARK SEWER EXTENSION" )WAY DESIGN BY OTHERS ILANS TITLED "UVA RESEARCH LOOP ROAD" LEGEND: CONCRETE SIDEWALK � HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT HARDSCAPE (SEE LANDSCAPE PLANS) g XA 3 SCALE 1 "=50' 0 50' 160' Lie. No, 31371 S ONAL M E O O mu N � N C > E w a� E ~ Lu U 3 Q 1" 1 a- o Diu O c� LY L M Qa J U o� w J — u1 d p N C7W N� O 3X LL C)Ln = � C U j Ln F- a C Ln O) O N >ll M a � CO J I'D f- W O Z OU d U Z Lu O 0 v z � O W Ln a > w lc�� W rn w o DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1 50' L•J no JOB NO. 43266 SHEET NO. C4.0 �a �O -0 Q� O Ur 2 z 0)O f2 0� T � @ O C 0 U) 0- a o 0 C� 3 Z N O m 2 z x ow m o 0 Y fn � �N X C O O O U L i � y m O �0 �o E� U � N � m N O 0 .o m U a 2 O N O O U) O C U o_ o (� cha) OP CANOPY C %lam FOR R43' AS r--r Lie. No, 31371 CG-6 24 SS'IONALyfs R18' R3' 51 5 4„W TYP.rn 0 © 18' © N 0 > E CG-2 w E Lu at:i 3 TRANSFORMER PAD 6 0U. o , CG-12 FLUSH CURB CG-12 �w M W (BY DOMINION ENERGY) a uu U 00 z GENERATOR (SEE ARCHITECTURAL w — ui O PLANS FOR DETAILS a o N ADA PARKING SIGN, TYP. U) N a U z_H °3� 3 U Z � 0 x ul Lu DETECTABLE o Q 3 0 SCREEN WARNING STRIP U) x N z WALL = v > `n 0 (SEE ARCH. ~ c rn O PLANS) U) w W a � ce j oo _j W kD 6' vi 0 _ U M �w rn w Lu Q z 0 V) DATE > �----------- 0— — — — — — — — — — — 5/6/2019 0 DRAWN BY / Z. DAHL a p / D a l ° v D a • DESIGNED BY © v p ° ° v • A. ALLISON t ° ° a • CHECKED BY D ° D a v • D v a J. HASH a ° V p D a • SCALE v a p ° a v • 1"=20' p a ° v GA a ° RE v ° ° a p • ° a PL ° AD INF Q D PHYSICAL THERAPY COURTYARD I —I (SEE ARCH. PLANS FOR a FINAL DETAILS) V ) - - - - - - - - - - - - - - �----------- p Z 9' TYP. 5 R \ N 91 R3' R27.5' N Z RF R3' TYP. R3, `•, 'Rt O R7.5' 6 U I —I R7.5' CANOPY 18' O 5' ® 9' CG-12 PREFER LANS O ARCH. �� Q z I 12 ADDITIONAL W Q C� 9 n TYP. o v° INFORMATION J J I� N G)� ® � � 18' N pp< (n R3' G) n ° a ° PLANOS FOR ADDITIONAL INFORMATION Lu uwi MAXIMUM SETBACK, 30' R5' R3' r�9' 9'��9'yr�9'yt�9' N I ° i--i R3 R5 a W Z Z �/� H 24' 5-1 20' ACSA v) w 0 J PROPOSED WATERLINE ° a DETECTABLE U TREE LINE EASEMENT R5' CG-12 WARNING STRIP w J R5' R7.5' p z oC R5, CG-2 Q rn C p J W — m MINIMUM SETBACK, 10STOP SIGN 24' � Q Q _ R25' RAMP (SEE SHEET C1.1) WITH HANDRAILS v LEGEND: w_ O — � �� ROAD IMPROVEMENTS BY OTHERS. SEE _� Q R25' DRAWINGS TITLED UVA RESEARCH / PROPOSED PROPERTY LINE �- CONCRETE SIDEWALK V �) J PARK LOOP ROAD G) 5 1 / ' a ° " a d ° / d a 4" SDR-26 PVC DOMESTIC G G G HEAVY DUTY CONCRETE WATER LINE 4 G s —SAN — — — — — — _ _ WATER METER VAULT '1` 4 a d Q , G G SAN SAN s— 6" DIP FIRE LINE d d a a 1 HEAVY DUTY ASPHALT SAN W W W SAN r — W W 811X4" TS&V SAN LIGHT DUTY ASPHALT U — — — — — W W 8„X6" TS&V SAN 1 0 ----- W W— I' S Z a a °_ � HARDSCAPE w n a ° d a ° a a e a G -W a A , a a W (SEE LANDSCAPE PLANS) V/ ° eQ a ° I d W - a n ° a yy A a a �- - — — — — — — — — — — PROPOSED DRIVE AISLE TO TIE TO a ° as as —— — - ENTRANCE STUB PER DRAWINGS — —a- UFO — a ° —UFO— <- "° as TITLED "UVA RESEARCH PARK LOOP a a ° a _ a ROAD" BY OTHERS — — — — _ _ c —uFo� _ a a — —O — — — — — — — UFO — _ P� $3 JOB NO. ' z — — — — — — SCALE 1 "=20' 43266 EIIIIIIIIIIIIIIII SHEET NO. 0 20' 40' I I C4" NOTES: 1. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/ CONTRACTOR WIRE FENCE SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 2. CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE CITY GAS DEPT. ON THE TIMING AND INSTALLATION OF THE PROPOSED GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE / /J y y v r* -V v�V _ R3' 0 G) N R3' T 18' 18' 24' �y -V -V -V y —, ,\!� 11.250 + 22.50 BEND 9' TYP. R j. CG-6 18' 9 TYP. R3' R3'- GAS LINE TO BE 24' INSTALLED BY CHARLOTTESVILLE GAS �9' TYP. DEPT. (SEE NOTE #2) ---�--I R3' R3'� 15 1I N 0 6) N 15 R3'—/ R3' N PG. 325 B. 2635 PG. 454 D. B. 1802 PG. 682 45° BEND R42' (4) R5' (6) BOLLARDS BOLLARDS 10' X 22' DUMPSTER 45° BEND 11.25° + 22.5°ENCLOSURE 90° BEND BEND G 4" 4"W R5' 6" DIP CG-2 rn R3' GGI,L a ° �—CANOPY a ° 20' ACSA WATERLINE METAL FENCE a I EASEMENT FIRE HYDRANT 5' CURB ASSEMBLY (PUBLIC) TRANSITION (2) DUMPSTERS ADA PARKING (SEE DETAIL ON a SIGN, TYP. SHEET C1.0) WALL o ° MOUNTED FDC RAMP WITH HANDRAILS r 8' 24.8'— �' I 7 9' 7.67'- 9� I�b rn 5' p 9' TYP. I a G) � v 9' R ' S FLUSH CURB 9 R5' rn 9' 12 G) 8' op 8' �9718'—t 8' oO p I"eg CG-12 CG-2 -R5' CG-12 (2) 4" DOMESTIC & (1) 6" FIRE LINE CONNECTION. REFER TO ARCH/MEP PLANS FOR FURTHER DETAILS. DETECTABLE WARNING STRIP PROPOSED REHABILITATION HOSPITAL FFE = 573.25 0 c ai N c 3 c �O aW o CD Q_U) z 0 0 T 2 -0 c a) �N a 0 C C� 3 U) z N cn 2 a 2a o-r- c0 0 o_ 2 '3 o. N co =N 7� aa) O O U 2 N in m O .N-. U � O N c a0 0 c 0 0 0 U a 2 c U)0 c: o c O @ O 0� a) - .E L 45° BEND (2) 4" DOMESTIC & (1) 6" FIRE LINE CONNECTION. REFER TO ARCH/MEP PLANS FOR FURTHER DETAILS. IP ED REHABILITATION HOSPITAL FFE = 573.25 R43' CANOPY COLUMN. REFER TO ARCH. PLANS FOR ADDITIONAL INFORMATION (TYP.) CG 24' ' R18'1/ R3' 4 W �9 5' 5' O ��A, ..W 9191919' W 9'������ TYP. © 18 CG-2 TRANSFORMER PAD 6 (BY DOMINION ENERGY) CG-12 LU FLUSH CURB G-12 GENERATOR (SEE ARCHITECTURAL PLANS FOR DETAILS) ADA PARKING SIGN, TYP. DETECTABLE SCREEN WARNING STRIP WALL (SEE ARCH. PLANS) 6' a ° a a � a ° a V v D D � a ° a° v D a a dl a D D v a a D a D D D a a a D D V a v vD a ° v GAZEBO REFER TO ARCH. a a D a D D v ° PLANS FOR D ADDITIONAL INFORMATION PHYSICAL THERAPY COURTYARD (SEE ARCH. PLANS FOR -'------------- FINAL DETAILS) ------ I -----r *24' 4"W 4' CG-12 12.33' CANOPY REFER TO ARCH. PLANS FOR ADDITIONAL INFORMATION CMP STORMWATER DETENTION SYSTEM 4" SDR-26 PVC DOMESTIC F WATER LINE 22.5° BEND 4RW 4 R3 W R3' R3' 4 CG-12 9 TYP. CG-2 6" CLEANOUT a D FUTURE BUILDING EXPANSION (10 BEDS) CMP STORMWATER DETENTION SYSTEM V/ 19, 22.5 + 45° BEND ---' R1 � ® I N 6' R3' to, v 11--18' mi -I� ml� 9 ® TYP. C� N ADA PARKING SIGN, TYP.-��j I so CG-12 ° FLUSH CURB a ° RCH.og PROPOSED REHABILITATION HOSPITAL a N FFE = 573.25 DETECTABLE WARNING STRIP d OPY COLUMN. REFER TO ARCH. I o S FOR ADDITIONAL INFORMATION U 6' I° W \ CG-12 TECTABLE W RNING STRIP � I CONTRACTOR TO REPAIR ALL 2 SIDEWALK AND ASPHALT O PAVEMENT AS NECESSARY (TYP.) �w- W� \ 6, GAS LINE TO BE 45° BEND CG-2 INSTALLED BY CHARLOTTESVILLE GAS 20.57' v PROPOSED PROPERTY LINE —7 DEPT. (SEE NOTE #-- maw- —' G cn / / > WATER METER VAULT G G Z G / i� PROPOSED PROPERTY LINE ° ° a 4 ° aJ ` ° a a ° ° U G ° 4" SDR-26 PVC DOMESTIC °/ d / ° ` g ° a/ e / a ° a 1 ° / / 1 ° / ° / °` a WATER LINE a / ---- -- -- n_a _-�— — -------------------- __ _ ------ I AN SAN SAN = SAN SAN SAN SAN SAN; W _ _ W — W 8��X4" TS&V W W W W a ° —UFO 4 ` °e e ° e e ° e e e e e d ° ° e ed ° ° ad c e e ° UFO d — —UFO e ° ° e cn— z ° LO I U) z I I I c I> z R3' I 8" SANITARY SEWER CONNECTION TO BE MADE ON MANHOLE. MANHOLE TO BE INSTALLED BY OTHERS. I ADJUST TOP TO MATCH 631_� H FINAL GRADE. 9' TYP. 0 rn I S 4 SANITARY SEWER 24' I MANHOLE 18' > z 10 I R3' I CG-2 R3' 9' I TYP. z 24'18' I I U) I D z 9, 10 TYP. R3' 18' R3' G-2 -R3cn > IZ R' 9' TYP. O 9 I 0 5, 9' cn D I 9' z I I I -MAXIMUM SETBACK, 30' 45° OND TMP# 32-6R UNI VERSI TY OF VIRGINIA REAL ESTATE FOUNDATION D. B. 2712 PG. 325 D. B. 1684 PG. 255 NOTES: 1. A KNOX BOX SHALL BE REQUIRED FOR THE PROPOSED BUILDING. ARCHITECT/ CONTRACTOR SHALL COORDINATE WITH FIRE MARSHAL'S OFFICE FOR FINAL LOCATION. 2. CONTRACTOR SHALL COORDINATE WITH CHARLOTTESVILLE CITY GAS DEPT. ON THE TIMING AND INSTALLATION OF THE PROPOSED GAS LINE. GAS LINE TO BE INSTALLED ONCE SITE IS WITHIN 6 INCHES OF FINAL GRADE. 1_1 I IT —EL] II I � MINIMUM SETBACK, 10' —24' STOP SIGN ° LEGEND: I CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT ILIGHT DUTY ASPHALT I Np,� g3 SCALE 1 "=20' NOR 0 20' 40' ryH o Lie. No, 31371 5'InNAL - /j M E O O � v N � N O > E �; E w ui Q U-o � O a � I— W J U Q O� Z wH—u, O rn U C7 W No d z� A 0 U) X o U cn j oa ui �� �2 a>iN Z �Ua� �00) a Ln U) (N _ > W Lu c:) L Ui D O M O H o w F rn a z O DATE D 51612019 O DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • 1. HASH • • SCALE • 1"=20' • • J Q I^^ -I I..L Vl O Z z O I --I Q z Q ~ J U) Lu I --I z � W 0 J o� w _ J 2: 06 j w m J W O Z 'V ) V 1 ^Q I..L O U z W Q D JOB NO. 43266 SHEET NO. C4.2 �a 50 -0Q� o� �U) �z �O 22 0 C T � m O (D U) m m a 0 Z N O m � x 0 w O 0 w Y f" � 7 N U a)g O U 2 �N m O o c `o m E� U m -°a �0 m U N N .o m U -0 O N m c N O C U @ O o_ w. m� (� I 0 a c Q T a M Lq N O O N 00 C O m 0 a STORM PIPE TABLE PIPE # DIA FROM -TO UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH DESCRIPTION 101 18" 102 - 102A 552.21 551.01 6.28% 19.07 LF 18" HDPE 101A 18" 102A - 100 543.18 540.41 8.52% 32.45 LF 18" HDPE 103 18" -102 560.00 559.25 5.40% 13.93 LF 18" HDPE 105 12" 106 - 564.45 563.95 7.14% 7.00 LF 12" HDPE 107 12" 108 - 565.25 564.93 2.00% 15.89 LF 12" HDPE 109 12" 110 - 564.29 563.67 4.00% 15.50 LF 12" HDPE 111 12" 112 - 566.23 564.68 10.00% 15.50 LF 12" HDPE 113 18" 114 - 565.04 563.21 3.00% 61.02 LF 18" HDPE 115 18" 116 -114 566.01 565.14 0.75% 116.50 LF 18" HDPE 117 12" 118 - 566.51 565.48 12.00% 8.60 LF 12" HDPE 119 12" 120 - 568.30 565.03 5.50% 59.37 LF 12" HDPE 121 24" 122 - 561.73 561.15 0.75% 76.87 LF 24" HDPE 123 18" 124 - 122 563.32 561.83 0.75% 199.00 LF 18" HDPE STORM PIPE TABLE 125 18" 126 -124 563.82 563.42 0.75% 52.74 LF 18" HDPE 127 15" 128 -126 564.12 563.82 0.75% 39.93 LF 15" HDPE 129 12" 130 -128 567.19 566.28 0.69% 132.11 LF 12" HDPE 131 12" 132 -128 564.63 564.22 0.75% 54.65 LF 12" HDPE 133 12" 134 -132 564.84 564.73 0.75% 14.62 LF 12" HDPE 135 12" 136 -134 565.94 564.94 0.75% 132.76 LF 12" HDPE 137 15" 138 -122 564.47 563.19 3.00% 42.83 LF 15" HDPE 139 15" 138A - 138 566.24 565.33 1.00% 91.08 LF 15" HDPE 139A 15" 140 - 138A 566.53 566.24 1.00% 28.58 LF 15" HDPE 141 8" 142 -140 568.98 568.42 1.00% 55.67 LF 8" HDPE 143 12" 144 -140 568.17 566.63 1.00% 154.22 LF 12" HDPE 145 12" 146 -144 568.98 568.27 1.00% 71.25 LF 12" HDPE EX18 18" 22 - 116 566.11 566.40 -1.00% 29.29 LF 18 inch RCP _--- - - - - y�----- y y 'v y -- -�t - y ' =v_ - / x y y /y y /------- --'� --- \\ �''' OP y y //y/ �j.,' �'----- - - - - -- \ \ I AS ' P P \ \ 1,280 LF OF 84" CMP DETENTION x Lie. No. 31371 � �� (0.33% SLOPE) TO MEET TREE PROTECTION FENCE ENERGY BALANCE AND FLOOD �j-rj- I Gi (SEE E&SC PLANS) PROTECTION REQUIREMENTS 36" ACCESS RISER SSIONAL ----- - - - --- WITH VDOTMH-1TOP � ---------- - - - - -- \ -- - -- \\ _ \ \ \ \ \ 1 137 \ \ \ \ \ 123 \571 \ \ 138 \ \\ \ ` ,\ 139 v v M E O o M v N N � 57 > E i e E w - _ 121~u 122 Q LL �'' LL 0 L �\ w O Z Q J U Z � --------_ '�� �_ w'J'orn 0 O 4„W �'W_ �Wo� 3 Z ' <o�X _ u- Lu o 0 © - _ oa 3� =V Qu? CL 0 i N W \ \0 �\ _ ftj Lu w ti z O DATE 0 562019 DRAWN BY Z.DAHL \ \ \ \ DESIGNED BY iaj CigO \ \ cS� ` \ 38 A. ALLISON • \ `\ \ \ \ \ \ DOWNSPOUT (TYP.) 127 \ \ \ \ \ \ \ \ \ 39 • CHECKED BY 2-9 �----------- ----- • 1. HASH o \ \ \ \ \ \ \ • SCALE 140 1 = 20 128 143 \\ 130 to / / �b&WNSPOUT (TYP.) \ -7 TREE PROTECTION FENCE / / // \\ 4j / / - _ _ I:.00.I \ \ \ \ \ \ / _ ` \ j / (SEE E&SC PLANS) ' / 4j , , ' ' / I \ \� / 141 / / _ - _ PROPOSED REHABI�ITATION�HbSPItAL \ FFE=573.25.\ \ \\ \ \ T B. 142 N. 0.\ \ / / \ LO 1 3 - I W Q DOV -----= -- \-- 1 ----- \ J � I -I LLI M - - - - ' / / / / \ \ \ \ \ \ I I I Q i ' / / / \ \ \ \ \ \ \ W / / \ \ / 6" PVC ROOFLdADER z \ \ rn / / / / / \ °\° \ \ \ \ \ ��`� \ \ \ \ / 1% SLOPE MIN (I YP.) o / / > /\\\ \\ \ \\ \ w / w O \ \ \ Z / _ 0 C14 16 oo / / � r I \ \ \ T _j co ce) LO / / O - / 3 - \ \ \\ U Q \ - - - - - / S8 \ \ \ \ \ \ - ----- - - - - -- - \\\\ \ \ \ \ \ - G) 572 71 CK �Oz - - - -- -- / 578' - _ 577 136 - - - - _ \ \ \ \ \ \ \ - - _ _ � / W 575 - - - - - - - - - a a1 a c _ - - - - - - - - _ _ _ _ - \ 4 a G _ _ - \ OP I >`-' \ \ \ \ O' • D\ (�^^ \ \ \ \ - J^� \ \ \ \ _ \ \ �- - _� _�- j f a Q a a1 a a J a Q Al a a / G r` I I \ - _ \ \ \ \ \ � � _ � - - SCALE 1 "=20' W \ \\\ W \ _ "" _ - S,, JOB NO. W _ - ----- - - _ _---- -------------L-- sus 1 0 --- 0 20' 40' 43266 _ � \ \ \ \ \ W _ __ /----- II S� \ \ d a e \ \ �_ ` _ W I I _ _ _ - - - - - - - - - - - - - - - - - - - - - SHEET NO. d \ a e a e e a \ \ °a ° _ _ - _ _ _ _ - - 1 n, \ / \\\ \ \\ \\ \ \e a\d ea ed e c a v -d e ------ - VV W �\ \ _ -- _ _ / C5.0 STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION 22 567.90 1.79' DI-3C 8 ft Throat 100 542.08 2.25' ES-1 for 18 inch Pipe 102 565.74 13.70' MH-1 102A 557.02 13.84' MH-1 106 570.84 6.56' DI-3C 8 ft Throat 108 571.61 6.36' DI-313 4 ft Throat 110 570.69 6.41' DI-3C 6 ft Throat 112 572.24 6.02' DI-313 4 ft Throat 114 570.92 6.04' 24" Basin - Dome Grate 116 571.05 5.21' 24"x24" VDOT DI-1 118 571.85 5.44' 18" Basin - Dome Grate 120 572.30 4.00' 24" Basin - Dome Grate 122 569.34 7.78' DI-3C 6 ft Throat 124 569.57 6.25' DI-3C 8 ft Throat 126 570.35 6.50' DI-313 8 ft Throat 128 571.06 6.90' DI-313 8 ft Throat 130 573.58 6.39' DI-313 8 ft Throat 132 571.65 7.02' DI-313 8 ft Throat 134 571.65 6.81' DI-313 8 ft Throat 136 569.94 4.00' 24" Basin - Dome Grate 138 570.23 6.03' 15" Basin - Dome Grate 138A 573.23 7.11' 15" Basin - Dome Grate 140 572.85 6.52' 15" Basin - Dome Grate 142 572.85 4.13' 12" Basin - Dome Grate 144 572.65 4.53' 12" Basin - Dome Grate 146 572.65 3.72' 12" Basin - Dome Grate c Q m a Q a L0 N 0 N L0 0 0 a 0 O d 3 a kASS J/RIPPA15 PER DOT STD. \ / / \ \ \ \�_ \ I /EC- -- - - - - -- \\\�` \\ \\ ' I \� \\ \\ \ \\ \ \ \\ S4S1 01 \5\_\\�\\ `\ O\\-\\__\\ \\ \ \- \\\\\\\\\\\\\ \\-\ \\\\_ \\\� \_\\\ _ \ \ \\\\\\-\\ \-\\\\\\`\ \❑\- \\P\\ _\\- \ \ \ —\\ \\\ \\❑- _\ \\\ 6—\\\\\\\\ \"\_� \ W\\ \ \\\\ \ \_\ \ \\ `\-\ _\\,.\_ I \ \\'_\\`\ \ \ \��\ l/\\\\/_ \\ \I/`\\�\ \\ /`\\\\\ ,\/\ \ \\\ \�//\� 4 \\\\\s.\ "' \ \\ 1\W� \\\\ �\—\i\\—\\/\\—�\\\\\\\\ \/ \ \\\\ \\ \_\ \ \ \\ \ \\l \ \ \\ II \\ \\\\\\\— \\\\\ o\ \\\ \ - \ \\\ \\\ \\--\ \ \1—\-\ - \\\ \\ — - - \O \—\- - \�\ —� --\ _, '—\-- \ _ \—`- I1 \ 1\II \I III II I \I II1 \ I 1\\ I` I\ 11 I i\ I\ , I1II I I\ I I \ I\ 1\ 1\\ \1I \Is, I I II\`\1III 1II \\ \\ \�I I1II/ I\ I1 \II\ \\`I\\�1I\I�II I / \\ II ►I I I Il\\ II 1I1 I III ;\ I\1IfI►I1\��� I\�/ l I I /I\ IIIII\\ I\ /I I \ I I ►\I �1 I \1 I I\\ 1I/ 11 Il II\ II I I I I 1�11/\ 1I 11 /I1 ,l \1 I/ 1I 1\ Il, \\I 11I I I1I I 1 I I1 1� I 1\ I1 I // 1\\ \\I\\ \I 1I�\, \IlI I1 ,I 1 I 1I i/1 I'1\ ,\ ,,\ 1I1\II 1 I 11I II I\ \I\ I 1 I , 11I/II \/ I 1 l \ \ \1I 1\ 1I\ �1 11I I1 1 ,\\ \ III I1 I I I\ 1 1 1 I I \ \\\ /I I\ / I 1 \I 1 1I/\ II` \I \I\I II\ l `I\\III\ 1 �\ ,II \I \ I\ \I \1 IIII 1 / I I I1�I I I I 1 11\ I lI \ \ h1\I\I I I 1\ \1 \I\'I iI`IlI\ l 1 \ \1l 1\\\\I 111/I/ 11I / \ /\ I\ \ I/ �III I////I 1 I /1 III/ \ II I/ \II I I I/ I /I 1'I/I 1�1I/ 1\/ u'IIs / III 1//' I/ / / 'I I I/11� \/ 1// I \ 1I 5\1/ /Ii I —II 7I' I / 1 0/1/ I\/ I/ /I \/ II /1 I/,'1 1 �/ 1/11/ /'\//'/� I// I \I/ /I V/VfD/TH'O// /I/=1C'/j/ 16/' / /D 550 /WIDTH 2 = A8 z LEPGTH 16' s II / 'II / -\ 5\ _ 0\ S\ \\g \ S \ \ \�v1/'1,280 LF OF 84" CMP DETENTION DEPTFj�24" (0.33% SLOPE) TO MEET 55TREE PROTECTION FENCE ENERGY BALANCE AND FLOOD 36" ACCESS RISER REE ROT�CTIO,�F' EN MENTS WITH VDOT MH-1 TOP (SEE &SE PLANS) (SEE PLANS) PROTECTION REQUIRE 36" ACCESS RISER ,/ '000 / WITH VDOT MH-1 TOP kASS y R/ I /P//' /R/ ' /A/ O PER DOT STD. - 01 VVTDTH /1 6/ /WIDTH2=A8' LENGTH= 16'z/ DEPTF�-/24" 122 Ix 137 WEIR PLATE 05 4W 4.4.W1t 11W MATCH LINE 138 123 NZ 4�105 120 MATCH LINE 36" ACCESS RISER WITH VDOT MH-1 TOP ----------- -----_ lo 38 6" PVC ROOFLEA ER DOWNSPOUT (TYP.) 1/SLOPE MIN (T 39 cn 140 143 144col 36" ACCESS RISER s WITH VDOT MH-1 TOP -,i�eWNSPOUT TYP. 45141 co DPROPDS�jREHABI1LITATI0N-"H\gSPi'reL 6&0 --570— TMP# 32-6R FFE=573'L5 UNIVERSITY OF VIRGINIA 142 REAL ESTATE FOUNDATION 118 D.B. 2712 PG. 325 117D. B. 1684 PG. 255 572 146 DbWN�PO& (TY'k) 1,280 LF OF 84" CMP DETENTION (0.33% SLOPE) TO MEET \—= -- — — — I —— ENERGY BALANCE AND FLOOD PROTECTION REQUIREMENTS �Z 6" PVP ROOFLEADER 1% S OPE MIN TYP. '/ ' \\ \\ \ \ \ W \\ \ \ \\ \\ \\ Lu O \ I \ , \ , , , I I I ► ► ► I I I ► ► ► ' ' \ II \\ \\ \\ W 11 I I II \ I \ \ \ \ \\ c/ I 1W / 110 Lwu / I PROPOSED REHABILITATION HOSPITAL 1-1 ° FFE = 573.25 / \ / // 109 o 571 / / U / ' ' l / I ' ' / / l I I ► / ' ' 113 / 116 / '' 115 1 / — — A T -I -z }- I, MAXIMUM SETBACK, 30' 36" ACCESS RISER WITH VDOT MH-1 TOP LO � _ MINIMUM SET$A£IF 1-0'- _ ------ 575--------- / �\ / a 1 / ' / / /_ — _ 71/— Q a J a a Al a < i G G I / ' / /' / / / / ` _ _ _ / / \ \ — — — — — _ / / / a ' °' < a A a a a / < J \ / / / / I �� _ _ , a a a / A ' a a // a a a 1 / / — Y \ _ / < a a 1 ° a / 41 Qa a/r a 1 a , l a / J Q \ c� / a a 1 a �— \ -/— - - - - S------- - ----- -�----�---- -------------- �— ' ' D� ' SAN NowA / — — — — — — — — — — J SAN 'SAN A / / \SAN SAN SP,N I---580— _---- NPo83 ISCALE 1 "=20' NOR 0 20' 40' I► TH OF y Lie. No. 31371 � SS'I0 L M >_ O N OV N � >E °� E w M N Q�o�' uw O I— W r`o ,^—I Lu U � Z J z a > O N O C7uaN� U 3: 0 U z oa 00 cn= a�iN z � HU< Ln a rn O - C)U-1 W 0-1 O _ O _ o Lu rn w Lu a z O DATE cn 0 51612019 DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • J. HASH • • SCALE 1"=20' • • • J I —I Vl TO i z 0 I --I ~ z Q W CO > Q _ Zz I --I W 0 LL °C o w J J W coLJ '^ QaLu T G�`' i �V/�\J� �/ CL G 0 U z W D JOB NO. 43266 SHEET NO. C5.1 0 0 U C 0 0 co cn 0 0 a 7 o_ T C 0 cn 0 3 0 c cu 0 cu ca a c 0 0 3 c -oil. O o (7 2z (DO :2 2 O c T c O c o � 0 IL 0 Or- 0 3 U N Z O� 2 a F- 0 0 0 nL.. 2 '3 a 0)c � w 7 N a) O co co o C ay.. U E O v 3 C 0 a a0 0 �U O C 0 0 0 N U a 2 �N 0 c 0 O C O Qo 0 N L 0 Q m a c a cD N rn 0 N 00 c 0 a N 0 a 3 a y WIRE FEIV6E y IV \ y / y \y---- - - - - -- IV -y P WETZANDS y`�-v!�/ WIRafENCE/ �- /';o"o"y/ / TC ' ' / / / ' / / ' ----- WIR FENCE / /, , / /, , / ,/ / y/�' /l-_- __ / / / \\ \ \ 569.43' TC IX / /�\ \\ TC \ \\ 570 TC / Jf /----------- / yI- __--- -- � _11\ \ \ \ \ ,TH o Lie. No, 31371 5'IONAL - /j p�vi v M E O N O N � 570 > E / E _ w -_� TC W > 3: 5 � � o� wO W - ' W_U00 -9-3_ 570.31' 570.92' �i\ Lu O - w O N ;o�v) a Z 3: 0 x V) - 56_9 80' _ Q Q � � Lu O © - _ �TC 0 21' - _ N V > z � °°° °°°°°°°°°°°°°°°°°° o0 N o _ - a i W m w G \ \ - -�__ -� -� 0- _ / /-- - - - - -- _ - - - -- \_- 4�' \ 4"W - 570.84' co- W _ o w -TC /_ -_-_ - _ - - \ \ \ I \ 572.08' \ \ \ TC \ \ - / D 58 GQ O - - - - _ _ \\ \ \ \ x\ C \ 572.95' \ M T� l 572. 5' ° FEI IT Lu 570.W' \ \ \ \ \ _------'' w 570.62' 570.92' \ \ \ �IKE=573.25' \ _ FFE�73.25' \ - - Q DATE \ ' / ' I / / / / / / / / / / , / / / - \ FFE=573.25' I I, / / / / - / / / // / / ��-�� _ - -� f \ \ \ \ _ _- ------------ - - -- -- > 51612019 TC a? b \ \ \ \ O ////// //Sj1, /571.14' - I \ \\ \\ \ \ DRAWN BY 570 13' \ 571.02' \ 572.67� \ \ s%S\ Z. DAHL '� 5 �71.` \ \ 5 .4 \ 572.72'\ \ \ \ FFE=573.25' `� - - - - - - - - - - _ \ DESIGNED BY -5� 32' / / / O \ \ e \ \ \ \ \ \ - - - - - - - - - FI==573.25' • I / I ► , I \\ p _ _ _ _ _ _ _ - ' � / �' A. ALLISON y / • TC FE=573.25' - - _ \ • CHECKED BY 571.00, \ \ \ \ FFE=573.25' \ \ \ - - - - - _ \ TC \ \ \ \ \ \ --- • J.HASH 572.28'- - 572.61' \ \ \ )rl\ _ _ rn A. o\ \ \ \\ \ \\ \ \\ � • SCALE � \ \ LP 00.. 572.85' \\ \ TC / \ \ \ \ \ \ \ \ _ \ 573.63" 1.2' \ \�f \ \ \ \ \/��\ \-- - - - -- \\ \ 0. 0. TC \ 572.81' / 571.15' \ 5 .0 \ \ \ \ \ \ \ \ / I\\ _ - - - - - - - - / I / 4 / 572.54' TC TC CL 574.99' 574.86' / TC TC \ - - - - - \ \ V 1 / / / / / / / 571.58' 571. 4' / 1 / \ \ \ \ \ \ \ - _ \ \ TCTC 74.I \ \ \ \ \ \ - - - - - - _ M 1 \ / 575.18' / ' \ - 571.80' \ \ \ \ \ \ \ \ \ \ \ \ \ LP 1 lo ; \ I \ �FE5=573.25' �1 J \ \ 1 1 O TC / Tl / _ - 571 65' \ \ \ \ \ \ - 574.92' 575"21' / J \ - , _ - TC / TC \ _ 15 / 572.01' \ 572.15' TC 571 0' _ ui I i / TC tS� , cr ♦ \ \ \ \ � \ 575.18' / �� / TC \ \ \ \ \ \------------- 0�------ 571.91' TC TC \ \ \ IN, TC 57,235' 572..65' m Q H / TC / °ti0 / 575.61' / 572.76' \ \ \ \ \ \ \ / \ I I -- � / / 52 ° \ �\ \ -sue \ \\ \ CL w Lu / / I / 572.38' \ \ \ \ \ \ // f/ I I v , _ o / 575 43' S TC TC \ \ \ / / I U ' TC / / / 9 / / ® / 2 59' 5C .5 ' , / 572.32' 573.3 l \ \ I \ \ / / I O O �„�,� W I \ \ / / / / / I oC 0000 1 575.82' / /�2.83' I I \ \ \ z / / LO = Q N // / _ rn I I \ \ / / / ' \ / / / Lr)T �4 r I I \ \ J / / / 1 W / 5 I' FFE=573.25' - _ - - I I \ \ \\ \\ TT // / / / / / / / m \ //I ono TC LU MAXIMUM SETBACK, 30' TC TC cS 573.48' - T \ \ 576.34' 576.27' ' _ _ TC 5 3.41' / �C - ------- - - - - -- 573.41' 573.63' 0 _ - - TC T 5 3.25' \\ \, /' // /// V TC 573.23' 53.38 \ \ \ TC -572 \ \ \ \ \ JrJ� TC _ _ _57Fi.24'- 573.91' _ - 573.2 ' - - - _ - - - 571 576.86' - - - - - - - _ 576.24' - - 8 _ - - - \ TCCK. 577.67 - - - - 578 5 \\\ \\ \\ \ \\ TC \ --�- _ - ----- - - - - -- - \ \ \ \ \577.67' \\ TC - --- -------- \ \ \ \ \ \ 57-7.31----- -'-------- - - - - -- - _ - �Lu- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ d a c d a ' _ - - - _ _ _ - - - �- - - - - - - _ _ - - - - - - - 575 - - - - - - - - - - _ \°O - V G� - - / a G �`60P \ ROAD �^^ \ \ \ \ � \ \ \ \ � _ _ \ - � -� -� � > a a d1 a a J a c Al a / G \"rO D IN,\ _ _ S _ _ / a SCALE 1"=20' W W _ -°- _ / /NORJOB NO. \ - - - _ _ - __ W- - _ _- - -- -------------L------ sus 1 0 --- - 0 20' 40' SAN 43266 - _ W \\ d ------------ - - - - -- SHEET NO. \ A od a ae \ d \ a e a e e a \ \\\ \ \\ \\ \ \e d\d ee e c Ad A C5.2 a v -d a _---------- --------- W W \ 0 c .0 U C 0 0 0 ICU cn 0 0 a 7 0_ T c (0 0 a 0 3 N 0 c cu 0 a c m ca 0. c `0 0 3 c as �O o CL c� 2z 00 :2 2 O c T c O a c c 0 m 0 a U O aci C� 3 U 0 Z 0 2 a axi H m o 0 0 nL.. 2 '3 a 0 c 0 m 7 N m .0 2 d N co C ay+ U E `o a 3 c U � a N a f6 •U O c N O C Cc U -a- 2 rn m c 0 0 c U m o_ O 0 N �E L TH OF y \ \ \ \ P \ \ \ \ \ 650 P I \ \ \ \ \ / 560 555 ----- \ \\ \ \\ \ _ \ 570 // z TC _ \ \ TC 569.23' D TC \ \ \ \ \ \ \ \ TC \ \ \ \ \ \571.05' TIC \ \ 569.572.25' \ \ \ \ 571.16' 571.30'\ 570.31' 570.92' '\ 572.1C �� \ \ �C \ \ \ \TC \ \ \ \\ \\ 571.18' \\ \ TC \ 572.17 \ - \ 1 _ _ - - - - - - - - lw 1"1Q! ' �„ - �� - -' -5Z.46' W t$\ 22- \ 57 .9� \ \ \ 573.�8 \ 4'l \\ `r��, \ \ 573.13' \ ©-- -_ \C T2d5I\ \\ I 01 / / J TC 5\3.TC 570.50' _ \TC 70.62' 569 R73.50\ TC / 573 T4C _ - 572 48 ' I 571.76' ' / / / I / _�� TC 12.1 4TC 4� \ 4"W \ - - - 570.84' \ \ \ \ \ \ \ I \ 1 TCi I I 1 1 TC / / 572.50' \ \ \ \ \ \ 573 75' 1 / Td 6"W \ \ \ 571.63' _ - -sJ \ \ \ \ \ \ \ \\ \ \\ 1 I 11 1\ II 1 I I 11 11 \\ \ 572.60' / / / 571.81' / \ - - � � \ \ \ \ 1 \ 1 I 1 I 1 TC / / / TC •l5/71.2F/ / / /TC \ 57/1.4T / 2.08' \ C ` 572.95 \ \ M / \ \ \ \ \ \ \ 11 1 1 I 1 \ 1 1 1 \^� \ \ \ TIC 572. 5' ° 1' `572.31 'fC 573.06�, \ \ NE=573.25'\ \ \ - \ \ \ \ \ 1 I 1 1 I I I I I % / / - / , ' \ FFE73.25' \ \ \ \ I 1 I I I /TC / TC 573.37' I� ' 573.0 FFE=57325' . \ \ Z/ / 72.67� \ \ \ J^�S \ \ I 1 / l l I 1 I I FFE=573.2 ' 572.72'\\ \\\ \ \\ FFE=573.25' Fr==573.25' \ \ 1 I I 1 1 1 I / , l / l 1 1 / 1 I / / /,/ S� C) TC U-) TC ' \ \ \ \ \ \ FE=573.25' \ \ I I '1 I I l l l / / 1 / / l l I l / / / / /' / / / / / / 573.34' 573 00' I FFE=573.25' \ \ \ \ _ _ _ _ _ - - - 1 I 1 ) l l l I , 1 I 1 / l I / ' / / / / / / / I TC ' TC \ \ \ l� l l / / / / /' 573.94' / 573 13� 573.86' TIC TC/572 / CD LP _ I I I I I I I I I I I I /' /' '' /'' / /' 574.,8' / / D \ \ \ 572.85' \ I 1 I LP ' 5T2.65'I 1 I I I I I I I / / / / , / 'd ' I I I I I I I I I I / / / / / , ' , / / / 57 .95' - I If I 1 / - \FFE=573.2\5' --------- \\\\\\\\ \\\/\`S8 \\II 11 1 I rll 11 III � 1 11 II 1 I 11 \\ // / /' / � - \ 0. 1 I I 1 - 570 - \ \ \ \ I/' z LP I 1 \ I I I I I 1 II I 1 I 1 1 1 1 \ 11/ / / / / / 8 �� / I -- -- -- - - -- 572.85' \ \ I I I I I 1 1 I I I 1 1 \ \ I \ / / /F' / , c \ \ \ I I I I 1 I 1 \ 571 \ \ \ \ \ \ \ \ �F�=573.25' \ \ 1 1 I I I I I ' 1 1 1 1 \ 1 1 \ I / / / 572 - - - - - - - - - - \ IL�P I I 1 1 I 1 \ \ \ I ' I / / / / \ \ \ \ \ I I I I 1TIC 572.65' / 571.80' If TIC `V \-----1--------�--------------�' 7- I I I 1 1 I I � / / / / / / / TC ' �Li' 572.02' \ ^^• 572.96' 6'/'2.09' \ \ \ VJ / \ I I I I I I I 1 I / / / / / / // U) I I I I I I I 1 I I z I / /572.26' go / / � , ' / � TIC / 5�1.66' I \ // I I I I I I I I I I I II II II I 11 1 I II FFE- 3.25' / / / /' /' / ' /5/2.35' / \ \ \ �- \ I I I � \ \ `\ / / / 1 I I � 1 I I I � I I I I I I I II✓ / '' / ,I I I I I f' � '' / / % c 1 I I I I I I // / / / I - S i .25'Lu 11 \ \ \ \ \\ \ W I I I I I I / / / / / 573.45' / / 1 I I I '� - l / / / /' / FFE=57 .25' TC LP 571.55' / 1571.05, TC 569.94' 572 / / \ \ \ / / / /' / / / / I I I I / / ' / ' /' / / B6 570.56' _ter- /' l \ / / / / / / / / / / l / /l I I / / / / / 571 41' / 2 , / / / ' / / / TC / I I I I / / / / / / 572.33', D - 571.s7' - - - - - - ' �� / / /' 5y2.75' 1 /' / // /l / I ► \ /' / / /' 572 T 1 / / � �7 S�2 A TIC /572.44' G I , / / / / / (n l / / / / I / / / / / / 573.06' / / TC 571. 71 - - - - - - G 1 / D / _ - � / / / / fo71.75' / / / / / / .09, / 2.49' a a 7-/ - _ / / / / / 14.1 G I G 1 1 ' / /' / / /' ` ` --- /�� -/ / / a / Q/ Qa , a a a1 4 / - a// < / / a a a 1 / / - \ � _ / < a a a 4 < a '` - �- _ 000 - - - - s------- - ----- -�-- --�----�------------- �- / / / A ' / D' SAN / --------- - SAN 'SAN A / / S\SAN=; \ S I SAN SPIN SAN V1W \ \ 1 T TMP# 32-6R UNIVERSITY OF VIRGINIA REAL ESTATE FOUNDATION D. B. 2712 PG. 325 D. B. 1684 PG. 255 z }- - MAXIMUM SETBACK, 30' -All FN IPo U-M-SETBACK40'- _ cn D- - - - - - - - _ �- - - 580 - . 0' NPR g3 ISCALE 1 "=20' I NOR 0 20' 40' �I b° Lie. No. 31371 I ONAL M E O N OV N � > ;_ w V N Q uU. I- aLu� o z � a>oN O U C9uavi N� U 3: 0 x Lr) z w w � inQ �� O OU cn = C "aj ID z HU< c � O N >Q O - W kD H D O 2 (7 D O Lu 0 0) w Lu a z O cn DATE 0 51612019 DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • J. HASH • • SCALE • 1"=20' • J H^^� I..L Vl TO i z 0 I --I ~ z `< 1 H- TZ z W ::) O WO 1 w (�, m V Q I --I Lu p i Vl CLL G 0 U z W D JOB NO. 43266 SHEET NO. C5.3 0 .0 U c 0 0 w m cn 0 0 0. c 0_ T c m 0 a 0 0 m 0 c cu 0 a c m co 0. c `0 0 c -o a 0� �O 0 CL c� 2z (DO :2 2 O c T c O - 0 c 0 �N a 0 O aci C� 3U) 0 O 2 a �x F- 0 >'0 0 nL.. o .3 0. 0 c 7 N U C a) 0 2 m r; c4 c ay.. U E `o a 3 C 0 a 'a0 0 �U 0 C 0 0 0 N U -a- 2 CO rn 0 0 c p Qo L - ry i O STEEP SLOPES / (MANAGED) / STEEP SLOPES (PRESERVED) I 64 _ N-'32 CENTERLINE OF STREAM yf S CO �xr WETLANDS y� \ 50' STREAM BUFFER y � y / y �y%Y j SPRING VAi f. - 900' STREAM BUFFER / yIV y yy y y y yyy y�t f / WIRE FENCEy y y y y y y y yy/ I TP Z y y y y y ` TP IVIV IV IVy,✓ x — I y �P I �yyy� WETLANDS y -' y IV IV IV Q �e IV y / WIRE FENCE /� 'v / TP TP /y y� .�y y „ .✓ 4"W 4"W 4' / y LOOP ROAD M, vill NO m Al" rn 6 W� L J — — — — — — — — — — — — — — — — — — -- C ----------------------r—J SWM FACILITIES MANAGEMENT EASEMENT SWM FACILITIES MANAGEMENT EASEMENT J G G — ` G G G i //. — IIII ------ SAN----- — - S----------------------------- — — — — — SAN SAN-► SAN W \ d ° lAl (/ 0 / / I I I STORM INLET WIG 2.5' X 2.5' \ I I TOP ELEV.=572.56' INV. OUT=569.96' 18" RCP • ' °-A A` d 1 O i \A/— — — W — I LEGEND moo STORMWATER MANAGEMENT FACILITIES EASEMENT AREA I cn D IZ S en D z U) D Z cn D z SAN�— SCALE 1 "=30' 0 30' 60' Lie. No, 31371 S 0NAL M E O O � v N � N � > E w °' E Q LL 3 w o w 10 C� NJ L M <12. J U o� w H d � O N C7W N� O 3 X � oJC Ln 6 Oa =� c LL- u j Ln a rn Ln O N >� M a � CO J F vi D 0 0 0 w w_ U a z 0 O W DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY 1. HASH SCALE 1"=30' J Q z Q Ila- (n J z z w O w H� V / a Q w w I --I > J_ Q U W Z) LL O W J 7 L� Q LLu 1 W J CO w Q a CD W Q (V 11 G V < Lu O U LuO V / Q JOB NO. 43266 SHEET NO. C6.3 �a 5O -0 Q� O Ur CL U) N 2z 0)° f2 O c _ T � m O E �(D c m m m a 0 c Z N O m 2 Q g x N O w 0 0 Qw Y .N N U a) ,O O U 2 m c N O c `o m E� Uc m m O w o o� m U c N m c 0 0 c U m o_ o E STA 10+31.21 WATER METER VAULT STA 10+00 8"X4" TS&V .5Z3n STA 10+46.74 45° BEND STA 10 + 75.76 45° BEND STA 13 + 58.96 STA 13+95.42 22.5 + 45° BEND 22.5° BEND STA 17+19.05 STA 17+48.24 STA 18+07.43 450 BEND 45° BEND CONNECT TO BUILDING 580 �rYH 0� EXIST. GRADE 4" SDR-26 PVC PROP. � DOMESTIC BUILDING WATERLINE PROP. � GRADE 575 � _ 575 \ SANITARY PROP. SEWER GRADE / 3.5'MIN (PIPE 5-4) / 570 1' MIN 570 \ CONTRACTOR TOR FER TO \ 71-IN. STORM / ARCH/MEP PLANS FOR \PIPE 137 / CONNECTION ELEV TION & -- FURTHER DETAILS 565 STORM \ \ 565 / PIPE 113 \ STORM \ 1' MIN PIPE 119 / 4" SDR-26 PVC „ 84 CMP \ / DOMESTIC WATERLINE 1' MIN 560 TIE TO WATER LINE WITHIN LOOP ROAD. CONTRACTOR 01 560 TO VERIFY DEPTH & LOCATION PRIOR TO THE / EXIST. START OF CONSTRUCTION. GRADE / 555 555 \ 550 550 545 545 540 540 535 535 9+50 10+00 11+00 TIE TO WATER LINE WITHIN LOOP ROAD. CONTRACTOR TO VERIFY DEPTH & LOCATION PRIOR TO THE START OF CONSTRUCTION. - 0 50 PROFILE SCALE 12+00 13+00 14+00 15+00 16+00 17+00 4 INCH DOMESTIC SERVICE (REDUNDANT CONNECTION) HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 STA 13+39.13 STA 13+58.97 STA 14+32.93 STA 10+00 FHA 11.25 + 22.5° BEND 900 BEND 8"X6" TS&V STA 12+89.61 STA 14+78.80 11.25 + 22.5° BEND CONNECT TO BUILDING Snn san 585 585 / ` J \ / EXIST. / GRADE \ 580 / 580 PROP. BUILDING GAS LINE \ 575 575 PROP. \ GRADE \ / 570 \ 570 CONTRACTC 3.5'�MIN ARCH/MEP P 6" DIP CLASS 52 1' MIN CONNECTIOI 6" DIP FURTHER DE 565 STORM CLASS 52 565 PIPE 135 560 560 555 555 _ 9+50 10+00 11+00 12+00 13+00 6 INCH FIRE LINE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 18+00 TIE TO WATER LINE WITHIN LOOP ROAD. CONTRACTOR TO VERIFY DEPTH & LOCATION PRIOR TO THE START OF CONSTRUCTION. - R TO REFER TO LANS FOR J ELEVATION & TAILS STA 10+00 8"X4" TS&V .riA.S 19+00 19+50 CLEANOUT STA 10+00.00 2 TOP 572.98 INV OUT 566.15 (2-1) .r,7r, EXISTING MANHOLE STA 10+53.81 TOP 572.00 INV IN 565.35 (2-1) INV IN 561.24 (2-1) EX. INV IN 561.24 (10") EX. INV OUT 561.04 (12") S7.ri EXIST. PROP. \ GRADE GRADE- 570 570 STRM PIPE virEXIST. 565 ' 565 2-1 53.81' OF 6" PVC @ 1.50% LJ 560 560 EXTERNAL DROP CONNECTION (SEE DETAIL ON SHEET 555 C1.3) 555 9+50 10+00 11+00 SSWR 2 - SSWR 1 STA 10+29.98 WATER METER VAULT HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 MANHOLE STA 10+58.31 4 TOP 571.66 INV IN 568.23 (5-4) INV OUT 562.05 (4-3) CLEANOUT STA 10+00.00 5 TOP 573.54 INV OUT 568.75 (5-4) V MIN. 5-4 1' 58.31' OF T 8" PVC II 565 @ 0.90% 4" WATER PIPE 560 84" CMP PIPE SYSTE I / i EXIST. / 4-3 GRADE J 27.62' OF 8" PVC �n @ 2.00% EXISTING MANHOLE 3 STA 10+85.93 TOP 565.24 INV IN 561.50 (4-3) INV IN 554.85 (4-3) EX. INV IN 554.85 (12") EX. INV OUT 554.65 (12") PROP. GRADE 570 EXTERNAL DROP CONNECTION 565 EXTERNAL DROP CONNECTIOf (SEE DETAIL ON SHEET C1.3) 555 11+50 9+50 10+00 11+00 11+50 SSWR 5 - SSWR 3 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 STA 14+44.29 STA 12+92.96 STA 13+66.88 900 BEND STA 14+95.37 11.25 + 22.50 BEND 11.25 + 22.50 BEND CONNECT TO BUILDING .5A.5 590 590 \ \ 585 / 585 EXIST. J GRADE \ / 580 / 580 PROP. BUILDING GAS LINE \ 575 575 \ PROP. \ GRADE 570 \ / 570 3.5' MIN 565 _ CONTRACTOR TO REFER TO 565 "SDR-26 PVC STORM ARCH/MEP PLANS FOR DOMESTIC PIPE 135 CONNECTION ELEVATION & WATERLINE FURTHER DETAILS 560 560 555 555 14+00 15+00 15+50 9+50 10+00 11+00 12+00 13+00 14+00 4 INCH DOMESTIC WATERLINE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 15+00 15+50 Lie. No, 31371 A. SIONAL M E O O M U N N � Q o > E w ai E ~ ui U 3 Q u- 3 w Lj L M Qa J U oo wJ-u �, � p N C7W N� z� °SA, O 3x w C) = g c U j Ln a c i-n rn O N a � i M a� CO J CD Lu vi D O M O 0 w > w U a z O m > D O IL 0 Z 0 W rn w F- rn o DATE 51612019 DRAWN BY Z. DAHL DESIGNED BY A. ALLISON CHECKED BY ].HASH SCALE AS SHOWN JOB NO. 43266 SHEET NO. C7.0 �a =o -0Q� o (D Ccn 2z 0 T � m O c m a o _ Z N O U) 2 Q �x °' o w 3 m o Qw m c � Y fn � 7 N X c O O a)U :5 i a)N m c: �° �o Eza U m N � m �U � O c (con o m U a 2 O N m U)O �° m U o Qw o 134 : DI-313 8 ft Throat STA 11 +32.76 TOP 571.65 INV IN 564.94 (135 ) INV OUT 564.84 (133 ) 59�i 128 : DI-313 8 ft Throat STA 12+02.03 124 : DI-3C 8 ft Throat TOP 571.06 STA 12+94.71 INV IN 564.22 (131 ) TOP 569.57 INV IN 566.28 (129 ) INV IN 563.42 (125 ) INV OUT 564.12 (127) INV OUT 563.32 (123 ) 122: DI-3C 6 ft Throat STA 14+93.70 TOP 569.34 INV IN 561.83 (123 ) INV IN 563.19 (137 ) INV OUT 561.73 (121) 5A5 590 1 590 / � 1 585 / \ I 585 O ^ ^ LO ^ N ELO 0 M cy) L N ,/ L CO N 00 C O O M co 00 M 00 tq0 580 morns V) 00 mco co �coLO "o m�MM `'�+o� Lo 580 �oc0� N- o-ti`n \ r`nz O cflQ�> LOp N�0> �`c'Z O > mQ�> ���z > z EXIST. \\ �U0z �cn�z z GRADE PROP. 575 GRADE 575 PROP. GRADE \ FIRE AND 570 DOMESTIC 570 WATERLINES \ \ SWM 84" CI 1' MIN O DETE 56513 / / 565 132.76' OF 131 O 12" HDPE 54.65' OF 127 125 @ 0.75% 12" HDPE 39.93' OF 52.74' OF 123 @ 0.75% 15" HDPE 18" HDPE 199.00' OF 560 133 @ 0.75% @ 0.75% 18" HDP 560 @ 0.75% 14.62' OF 121 12" HDPE 76.87' OF @ 0.75% 24" HDPE @ 0.75% 555 555 550 550 9+50 10+00 11+00 12+00 +14+00 STRM 1 3 6 3SWM A 0 0 LO C 00 O O C ti Lo 0 -0 mCD N LO - + N - �L(0000 + N H CN ��LaO C,LOZ rl- o�p> p» �co�z Uzz E Q 0) O ^ ^ co M v M O M N m V) 00 C0 00 Lo LO N LO LO r T LOJ l p �co�-z z z 580 PROP. VEXIST. GRADE / 575 575 GRADE / 570 570 145 A143 71.25' OF' 12" HDPE 154.22' OF 565 @ 1.00% 12" HDPE 565 @ 1.00% 560 560 9+50 10+00 11+00 12+00 STRM 146 - STRM 140 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 140 : 15" Basin - Dome Grate STA 12+25.47 TOP 572.85 INV IN 566.63 (143 ) INV IN 568.42 (141 ) INV OUT 566.53 (139A) a) /Ln V O 0 00 S O 0) 00 m O 00 Lo CV pti~ LO0 o_ c\jO > �UZ SRn O rn co M N cq N N co Lo + M C:)LOZ O U)Pz z A JP VTION 130 : DI-313 8 ft Throat STA 10+00.00 TOP 573.58 INV OUT 567.19 (129 ) 59�i 128 : DI-313 8 ft Throat STA 11 +20.71 TOP 571.06 INV IN 564.22 (131 ) INV IN 566.28 (129 ) INV OUT 564.12 (127 ) EXIST. GRADE 590 590 585 585 580 580 PROP. 575 GRADE 575 570 570 565 129 O 565 132.11' OF 12" HDPE @ 0.69% 560 560 555 555 15+00 16+00 16+25 9+50 10+00 11+00 11 +50 STRM 13 0 - STRM 12 8 a� E M O O ^ ^ N_ CO I- CJ CO N M C w M M co '1 $ co O M O ti 00 mLONLO co LO 0cocy)- co u) - LO +O� M+emu') LO ��Lnz O D�L0Z Z 0 °oQ > > N�0> > > ��0Z Z CjZ Z Z SRn \ PORTION OF Ile BUILDING EXIST. GRADE 575 575 PROP. GRADE 570 \ \ 570 \ 141 \ 55.67' OF 8" HDPE \ 565 @ 1.00% 139A \ 565 28.58' OF 139 15" HDPE 91.08' OF 137 0 @ 1.00% 15" HDPE 42.83' OF @ 1.00% 15" HDPE 560 @ 3.00% 560 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 N ^ E rn O T O O O M 00 m C) M Ou O+ N N Ln 0 a Op> �z 575 �i75 575 PROP. GRADE 570 570 565 565 119 59.37' OF 12" HDPE @ 5.50% 560 560 SWM A 84" CMP DETENTION 555 555 575 PROP. GRADE 570 570 565 565 117 8.60' OF 12" HDPE @ 12.00% 560 560 EXIST. GRADE 555 555 108 : DI-3B 4 ft Throat STA 10+00.00 TOP 571.61 INV OUT 565.25 (107 ) 575 575 PROP. GRADE 570 1 570 565 107 15.89' OF 12" HDPE 560 @ 2.00% 560 EXIST. GRADE 557 557 9+50 STRM0120 - SWM A 11+00 STRM 118 - SWM 5A STRM 108- SWM+A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 a� C� LO E ^ .-. o O �° X Lo v � M 0 W o `o co r� O N o 0 0 v 9�-t 'COO (6�N7 C0 mON� mLo �> Lo MXO�+ OLOD F ~� O�0 OO Qa_ �O> � zNZO QO N> > �O co > UHzZZ �U)PZ Z SRn Ssn SRn EXIST. GRADE 1-11575 575 PROP. / GRADE / 570 570 565 565 113 115 116.50' OF 18" HDPE 61.02, @ 0.75% 18oOF P @ 3.00 F 560 560 SWM A :7A 84" CMP DETENTION 555 555 12+50 9+50 10+00 11+00 12+00 12+50 9+50 STRM 142 - STRM 122 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 10+00 11+00 STRM 116 - SWM A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 PROP. GRADE 575 EXIST. GRADE 570 111 15.50' OF 12" HDPE @ 10.00% SWM A 84" CMP DETENTION HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 0 L H o O N C0 O Uo(bLof) Ci + O F- L0 d o�p> U)Z SRn 59n [EXIST. GRADE 575 575 PROP. GRADE 570 570 A 565 565 109 15.50' OF 56012" HDPE 560 @ 4.00% SWM A 84" CMP DETENTION 555 555 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 575 5 0 50 PROFILE SCALE a ^ � Q M OT � CD o -- 00 r co N Lf) N Lo r 00 � N �co1�0) LOch �O LO O O �NLO L6 LO p C Lu CD - LO Z 2Q0-z O > oo �O> 0� �U)F-z 0> z c)Pz Q 0 00 p -MOB M �or,:ln LAC) � �LOZ Q O �U)F-z z SWM A 570 PROP. GRADE 84" CMP DETENTION WEIR PLATE (SEE DETAIL ON SHEET C6.2) 565 560 106 : DI-3C 8 ft Throat 103- STA 10+00.00 13.93' OF TOP 570.84 18" HDPE INV OUT 564.45 (105) @ 5.40% 575 575 555 PROP. GRADE 570 570 565 565 560 560 105 SWM 7.00' OF 84" C 12" HDPE DETE @ 7.14% 555 555 STEP DOWN STRUCTURE WITH 2" STEEL PLATE 1550 101 19.07' OF 18" HDPE @ 6.28% EXIST. GRADE 1540 STEP DOWN A STRUCTURE 101A \AP WITH -1" 32.45' OF NTION 18" HDPE STEEL PLATE @ 8.52% ►I 565 545 540 12+00 9+50 10+00 10+50 9+50 10+00 10+50 9+50 10+00 10+50 9+50 10+00 11+00 STRM 11 2-SWM A STRM 110-SWM A STRM 106-SWM A SWM A - STRM 100 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ,YH op - Lie. No. 31371 5'I nNAL M E O O rn v N � N O > E E Lu°� Lu Q ~ J LL 0 o J U Q (121 Z wH-Ln O 0"C7W U Now d Z_ H 2 3 U cn j�O�X C) Lu o � � U) � N U Z O > Ln a c Ln 0)o N > W Ln Lu co -j Lu %� vi 0 0 o rn w Lu rn a o z 0 cn DATE > 0 51612019 DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • 1. HASH • • SCALE AS SHOWN Q I --I Vl O Z z 0 O W J_ _ LL zO/ Lu 0 I..L W _ J J w 0 m J a (f) TW i 'V l V 1 Q 0 U z W \�J JOB NO. 43266 SHEET NO. C7.1 �a 50 -0Q� o CD CL 2 z a> 0 O T � @ O C o �o N 0 0 c Z N 0 Q � x o w 0 0 � Y fn � 7 N X C O O a) U :5 i a) y N C O U C O 0 Ea U � 0 O.E m U v� o .o N U a 2 C N O N C C OU @ O Qw o� OP 580 580 575 575 AS r--r Lie. No, 31371 SSI ONAL M E O O v N N O > E w °; E U � 3 LL o Z 0 L w 0 ro ,� W Q J U � Z wH—u, O rn > NO N d U C7 ua A �0 3X L z oa 3� uU x N z U a Ln O a �� U) o N > a j co —j W CD L vi D 0 9+50 10+00 11+00 12+00 12+50 = SWM A PROFILE 2 0 HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 5 o rn w � a o z 0 cn DATE 0 > 0 50 D 51612019 PROFILE SCALE DRAWN BY Z. DAHL • DESIGNED BY • A. ALLISON • CHECKED BY • 1. HASH 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 16+50 • SCALE SWM A PROFILE 1 AS SHOWN HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 • Q I --I Vl O Z z O Q U) m;L J_ LL z 0 w p w _ J J w O m J a () TW i 0 �V■ ) V U z w Q > D JOB NO. 43266 SHEET NO. C7.2 i 575 575 / PROP. GRADE / 570 SANITARY 570 SEWER / (PIPE 5-4) 565 565 � WEIR / � PLATE � 560 560 � 84 M � 84' CMP @ 0.33 /° SWM A SWM A �@ 0.33% INV. = 561.11 INV. = 560.75 WEIR PLATE / � INV. = 560 / 555 555 EXIST. GRADE 550 550 \ J 545 545 540 540 _ 535 535 PROP. GRADE 570 570 _ WATERLINE 1' MIN. SWM A / 84" CMP DETENTION 565 565 / EXIST. / GRADE / 560 —� 560 84" CMP SWM A INV. = @ 0.33% SWM A INV. = 560.57 560.90 555 555 550 550 c O a m a c Q a a cD 0 M �O N ca C O a 0 a 3 a, z a z 0 Q (7 i= 06 w d U U) 0 z Q STREAM BUFFER PLANTING REQUIREMENTS:- // MITIGATION AREA IS EQUAL TO DOUBLE (2X) THE DISTURBED AREA ` \ \ \ ` \ ` / / / PER 400 SF OR 20X20' AREA PLANT (1) CANOPY TREE, (2) UNDERSTORY \ , , \ \ \ \ / / / ' TREES, AND 3 SMALL SHRUBS ' / / ' / ' / ' - - _ _ _ - - -�55 ,�' ,'// i // i / / - - - �l � , / / — / /, / ' / '1' / �' - NOT FOR 77 STREAM BUFFER PLANTING CALCULATIONS: ' r ' / / _ - - - - - - - - - , - - - _ , '; ' =- -_' — //r//o///i/ i J // I / - _ _ — CONSTRUCTION - --530 AREA OF DISTURBANCE = 550 SF ' / ' / / / , - ' _ _ AREA OF DISTURBANCE (550 SF) X 2 = 1,100 SF - / 1,100 SF / 400 SF = 2.75 UNITS (2.75 UNITS = 3UNITS) - ° / 3UNITS = (3) CANOPY TREES, (6) UNDERSTORY TREES, (9) SMALL SHRUBS / ' / ' / / / / STEEPSL®PEs / ' =550� �/= %if -- A r /(MANAGED) NOTE: ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO / / r / / r / / / / / / / , —J_ f _ \ - �r /_' = fi !� -'' - - /! /%/ i— \ REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES ' / ' r '_ _ ' _ _ ` `-�� \ - - I ' j°� �/ `% a `' E _ / TMP� 32- 7 / ' / / ' / I i L - �- „ \ \ ` \ L ��� _ - \ -� = J /// / p / / / / / --- --- -- \ ��\ - \ \ \ w r 540 rn o -�- -�- - IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND GOLD�EAFLANDTRU No3 / / / / ��� �' i _ _ - - - - - ` \ �,�� I / _ / !, / - / \ / / //�� f / - ice` _ �-� _ __--- ` "\� \ \\ \ \ 535 \ \� I//I / / /' N'n --�- - ' 'WEN ELL / / r l - _ - - - s \ v C�N�RLINE v vv y v / / / 0 \ ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. P / pl //l _ ' - �_L_ _ - - - _ _ _ \ \ \ \ �- \ \ \ \ \ y / / /i Q o P.B. 17f15 PG/696 / / / / / I h� / / / / r �� — — -- — _ - - - - \ \\ ` \ \ \ \\\ \ `\ \ �F STREAM T = - / \ / / /� > E DETAIL MITIGATION PLANTING PLAN SCALE 1"=20' / / / / / / L / /// / / / / / / /�-� — _\ _ « — — _ \ �` �\ \\ \ \ \\ \ ` ` _ _ - - EX��N°� w E A`\ To R// / loo,41 IV LL o� IL _--Bas_TREAM` \\ \\ \ \ T \a' I\ /,/ / vy v �J — — \ \ \ \ \\ \\\ `� \ \\ \� >�-\\ / // / H _ - - �W ern --- \ \ ♦ �� // I/ / / Q U CO Z \ \ \ \ \ / / / // / J T A#L �/ITI6ATIO-TNI�PP RFT N( PLA - & �I yS�iEETi �// �// / ' — 22 P4 p o, I- \ / - \ \ \ / > N �00 S� REaeM \ \ \ ` \ �' \ �� T / / / /�'FjEAMLBUFER AREA OF v, oN _z a W - _ �- / -- \ \ \ B�JF E� \ \ \ \ ss\\\\fi,\ \ _ \ \ // /' // / / /' BANCE = 870 SF Z W cn \ \ / / E�RdT1FjE AREA TO BE REPLANT€Q O ,n x vvi z / / \\ / / J x \ � X Lu -, ,yam/ — — — — _ \ V V I / / A \ V AA \ / / - N Z / -t' - \ \ ` / ytTI ATION PLANTINGS ' X \ V A �V r / _ - \ \\ / O,I4TSIDE OF STREAM >Lrl O_ I \ \\ �/ UFFER � 870 SF Iri LIMITS-01F WORK /' / / rn in w 7i l l l l \ I \ \\ // / / /L2. 0 55i Li M \ _ L2.1 EG)2f0IONj ' ' �� __ = J� / — �''� �� o - \ \ \ \ \ \ \ �' I Ln ST EP_SLaPE — / / \ , �/. \ \ 'TURFST P \ \\ \ \ — / / TORE AI - _ - - / �( - \ \ \ \ \ \ \ \ / / / / / D MEADGVV-PtANfNGS / _ / \ /Y - s \ \ \ \ \ / / / p _� TURF STRIP ` s \ \ \ / // / I 570 _��7 v v rae -x//411 _ / / i / v_ // �� v A V 1 /Lu x _ 1 W" 1 � =S�o \ \ ` \ \ � \\ \ \\ 1 � 1\1 111 111 11 \ / / / / / w w � \` 1 ' \ \ I 1 11 ' / v 0 �' \ \ \ \\ \\ '\I 'll � ►III II III � `---' / / / /9/ /' cn DATE 51612019 k/ h• O DRAWN BY PROPOSED BUILDING �/ \ _ _ I V l l 1A 1 o T F s I/ i - v �,+,,.A v v v S� I 1 - M. RACHNER \ Y' Ie \ o - - - - - \ \ I / / // / / // / / - _ DESIGNED BY M. RACHNER \ _ \\ \\ \ �� \ _ `_ e y I , / / / / \ • CHECKED BY F. HANCOCK \ \ \ \- / / \ I /' 1 \ - % -/� _---- `\ \ k I Ih I I I I �/ / / //' / ' /' • • SCALE -I\ - / I \ a\\ ,y,. _ \ I I I� I' I I\; // / � / / _ ,570- I 1" =40 \ \ � I \ (--.1� - - - - / I _ / / ' � / / / _ (/i \ - - � / � eo � _ - _- \\ \ �•C \ \— \ \ 6B� \ \ \ \ �` •I \I I 1 II �' I 1 11 \ � 1 \\ / / / / � J / // 6h• / = / / � 570- � � \ v ` � � �SBp — / ' � l :� `� �, �/:v v� v vv `�vv � e ' \► i � 11 � 1 II I 11 'A 1V I\ \ � A\ / / �/ /� // � / �// ' � ' I ' ' lop \ \ c — � — _ I / , � / � •/� � / _ • \I \ \\ : ;.y\ \ \\ '' = :, 0� 1\ \ �, \\ I1 '1'11 Itl\ I;'\ l \ ,' / //// '�' %/ '/' -'' __—___ ,_ • J N STEEP SLOPE I MEADOW PLANTINGS I --I / \ I - - - -'' / / / , / �•� �` \ \ `\ `\ \ \\ \ / / - / - •/ i � Y Y • y- � ��\ \ / l I l 1 I III I I III III II I II I II I\I I � � / j / // I // ' CL `ri / •-- __I 1 \� \\ l / �/ I I lI I I I II I I � / / I I / / ' LOOP ROAD WATERLINE / / /' / ' �- � y \ � � • • — _ — _ _ ` — _ \ `� `\ \ \ yam\ \ '\ \ \ ` \ ` / / / — — — — I 580- - — — �— TZ / / / • / `` / — \ ` \ \\ \ \ \ \—� /= — _ UFO •— ' • • �.� • / \�\ \\ • / / • l I , — -- -- O / /' /// •/ // /' / \ \ \\ ` — _ — �— — —%� ' I — — o o — _`gam_ — — _ ♦. •\ \ — _ \\\ I / // / / /_ ' I ui 57��_-fi v �� —v`�\ /jam �,�_-� �� _-_-_-- / %' T Il /�� l -- - W - - - - - \ � \\ \\\ \ \ \�� ' \ III ` \\ I � / /f_`�_ � � -580 — ���_+ i � � % l / Z - T/ I / • • • / / V / A / // / / ` \ 1 1 \ I STEEP SLOPES (MANAGED) \ J / Y \ /1 / I I I / // -�-� \ / 7 / /' 1 I _ I � f I STEEP SLOPES L4 (MANAGED) /I / I / • / �^ \ _ , \ III I I I I I - �/� \ 0 O w I I I vv I v II / I Q'fi � • I v � � ' 1 v /� � / v � vA `v o I/ �J��= � I i I I I � I _I � U ,f z -------- 75 0 VA TION � � V A• 1 \ � I I AA �V �/ \ \ I \ \I „HOL L YMEA D FIRE \ \ r \ \ v / ✓ / / 11 STEEP SLOPES AIESCUE S TA T ION (MANAGED) \ \ ` ` ` _\ ///' \\ I / /-.----- I I I \ V A A I — — -570 — vv v / / � 1 \ I I � \ SCALE 1 "=40' I JOB NO. \ / p — _ • — — — — — — — — — — — — — _ \ ` — L\ _ \— —— / I ��� 50' BSL (DB 3415-460 PLAT) ' / _ I \ 0 40' 80' — — -\�� �\ /'/ �� A v - 3266 SHEET NO. S UE UE L1,0 L � / UC UE � 0 s= U C N O co cv t 0 a 3 O_ T c 0 a N 3 N 0 c cu a c (0 ca O. c O N 0 s 3 c �a 50 oW (7 �z (D0 0 c T � O a �N a U O (D zN 0 2 a 2 axi o-C Q 0 2 '3 a � c y m 7 N N ,O +� 2 d N co C ay+ U C O E \ a 7 c U N a N a 0 �U O c O O O O U a 2 `�N ° c O O C f6 O O. O L L c O a a Q a O M 0 N Lo c O a a) O d 3 z Q a w a a U U) 0 z PLANT SCHEDULE LANDSCAPE PLAN TREES BOTANICAL NAME ACE ARM ACER RUBRUM 'ARMSTRONG• ACE GLO ACER RUBRUM 'OCTOBER GLORY'TM BET RIV BETULA NIGRA BET HER BETULA NIGRA'HERITAGE' NYS SYL NYSSA SYLVATICA NYS WIL NYSSA SYLVATICA •WILDFIRE• QUE BIC QUERCUS BICOLOR QUE PHE QUERCUS PHELLOS QUE RUB QUERCUS RUBRA TIL GRE TILIA CORDATA •GREENSPIRE• ULM ALL ULMUS PARVIFOLIA 'ALLEE• UNDERSTORY TREES BOTANICAL NAME AME ARB AMELANCHIER ARBOREA •AUTUMN BRILLIANCE' CAR CAR CARPINUS CAROLINIANA COR FLO CORNUS FLORIDA MAG VIR MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME ARO MEL ARONIA MELANOCARPA ILE DWA ILEX CORNUTA DWARF BURFORD' ILE GLA ILEX GLABRA ILE VIER ILEX VERTICILLATA ILE H04 ILEX VHOOGENDORN' ITE VIR ITEA VIRGINICA -V WETLANDS / / / / - %� 'IVy IV y �y -V -V r�- -V LL- NOTFOR CONSTRUCTION 0 V \---- — ' rn U -V— ' >a N o y _ _ - _ >E y _ \ • E w yi — —\ \ \ — ' y '� W LL y G oQ o� U M Q ui Z w ~ 0 - - o rn v ` 6"w� D D a�oN w N in Lu — �z �� z a Z I Z �v >�< L9 O c Lr) U) U-) N 0(71 UN w - a o w kD F- LANDSCAPE B Ci m - -A A Al _ O N // / \\/ / / / / • — C I \ \ \ \ — — cr-, ° TURF STRIP - v v v v w w o,v _--- o v ,o � z / \ O v � U) DATE l — v 5/6/2019 v , _ — _ — — • v v v v DRAWN BY M RACHNER RTYA � DESIGNED BY v v v V PROPOSED BUILDING M. RACHNER CHECKED BY DOWNSPOUT (TYP.) v F. HANCOCK SCALE i (8)QUE PHE _ v � � I i , / v � v v v � � � 1„ = 20' / vv vv Z� \ \ • LANDSCAPE BED • \ \ \ (1,155 sf) \ \ O QUE RUB(4) BET HER(4) • v vv v v v v v LANDSCAPE BED v v — / (1,268 sf) v v v v \ , c ki,= z / / — — \ui ---- --- — _ \ / a. (8)TILG E o - --' \ W p \ (3) NYS WIL - -� - (4) ILE H04 ILE GLA(22) ° - 3 (7)ACE GLO ILE DWA(22) :' . - - U S NpO \ \ \ \ (18) ILE H04 - - - - - — \ \ \ \ \ \ \ . \. \. Q \ \ W SCALE 1 "=20' _ _ - - - _ v v 1� I - - _ - - -� - - - VERS — -_ — - J • \ 0 20' 40' \ \ \ ( --- --- - ---- ---- - _ — /� ILE(VER(34 \ \ \ v v � Q ui \ \ J \ \ \ \ I \ - - - ------ -- - - \ _ — i \ a d G _ SAN SAN \ \ SAN ` - SAN — — • • f d Q d �, e — d — _ _ _ = G 0 Q S BET HER(4) • A • v v • v v _ W P / ee ° d < e W — — — — / / d \ a e d \ Zr e d o d — ^ — — — — — , C e d d i d< \ e O d \ \ e A \ d Qf J • — — — — — W — UFO — d e oe d Ad d e • _ _ — — — -- ° a �U e a ° o JOB NO. C _ UFO d e d ° d \ \ — SHEET NO. 9,3N/ —3g.19 / a J 8 I \ — 40" / I I I _ \ , 0 ch C c -oil 00 O IX 00 2z N0 s2 O c O O a c C N (6 N a U O aci C� 3 UN z o� � a H m 0 -C 0 0 nL.. 2 '3 a c � 7 N U C m o 2 d N co C ay+ U E O 3 C 0 N a N. a -0 0 � O c O O w O U a 2 MN O C c OO f6 O. O 0� g � .E L r_ O Mn 2 a Q T d M 0 N c O a O d 3 z a a w a a U U) 0 z Q TURF STRIP / ' v (1) QUE PHE /.W 4"W 4"W 4��v4"W o a o \ 000 o0 — — ' _ — 00000 000000 o oo oo oo 0 0 000000000000000000000000000 \ — --- - - \ I > z z I __-- ____-------- PROPOSED BUILDING -I II LANDSCAPE BED COR FLO(3) ACE ARM (3) COURTYARDS 570 - MAG VIR(5) - / , I- / / ED \ \ \ ' - - -- sf \ 3 COR FLO / \ \ \ \ \ / v LANDSCAPE BED- \\\ \\\ \\(2,186sf)_,\ •�.5-:I QU BIC(8) • / I (16) LE H04 (20 LE_ D 00 (10) LM AL I (8)1 H04 I / / \ \-------- \-- \ --\ -- \ -- \-------- - - - - ----- ITE VIR(31) / I GLA(23) - - / - R COVERS • v - (733 sf) v • / - -- - - — _ 6 \ / V — / / < / 4 < 4 YI—C 1 / < a / a/ r _ o0o BET HER(8) LOOP ROAD> W W W A G e e \ A _ a e — ad e n V< / e G G a / UFO n A G < < \\ n� Ad Aa da a ---- id e ° n — — �0 / PLANT SCHEDULE LANDSCAPE PLAN TREES BOTANICAL NAME ACE ARM ACER RUBRUM 'ARMSTRONG' ACE GLO ACER RUBRUM 'OCTOBER GLORY TM BET RIV BETULA NIGRA BET HER BETULA NIGRA'HERITAGE' NYS SYL NYSSA SYLVATICA NYS WIL NYSSA SYLVATICA 'WILDFIRE' QUE BIC QUERCUS BICOLOR QUE PHE QUERCUS PHELLOS QUE RUB QUERCUS RUBRA TIL GRE TILIA CORDATA 'GREENSPIRE' ULM ALL ULMUS PARVIFOLIA 'ALLEE' UNDERSTORY TREES BOTANICAL NAME AME ARB AMELANCHIER ARBOREA AUTUMN BRILLIANCE' CAR CAR CARPINUS CAROLINIANA COR FLO CORNUS FLORIDA MAG VIR MAGNOLIA VIRGINIANA SHRUBS BOTANICAL NAME ARO MEL ARONIA MELANOCARPA ILE DWA ILEX CORNUTA DWARF BURFORD' ILE GLA ILEX GLABRA ILE VER ILEX VERTICILLATA ILE H04 ILEX X 'HOOGENDORN' ITE VIR ITEA VIRGIN ICA NOT FOR CONSTRUCTION M E O OV N � N >E E w U N w w o Lu0Lu�� a 1 o z J a -co N W i� Lu � :ie4 �Oa) Nx vvi Z cn = aj z O a HUa� 4 u c � Lf) N (ten M w cl� CO J kD I— D 0 Lu w Lu� a z 0 cn DATE 0 51612019 � DRAWN BY M. RACHNER • DESIGNED BY • M. RACHNER CHECKED BY • F. HANCOCK • • SCALE • 1„=20' • J CL Q Vl 0 z O Q J > J - _ Z Lu LU p a w UJ Q Q 1 w Jmz Q Q J TW i (v/'/� V / Q CL 0 U z W Q NPR $3 SCALE 1 "=20' — JOB NO. 0 20' 40' 43266 SHEET 70,L2, 0 N C -o a o� �O o� c� 2z aD 0 s2 0 c T � O a c C N (6 N a U O aci UN z O� a �a H m o -C � O O Q o .3 n c 7 N U C N O 2 �N co_ ay+ U E O 3 C U a m n �U � C � o � U a 2 c N m c O C O f6 Qo 0 L MITIGATION PLANTING SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT �• 1 BETULA NIGRA RIVER BIRCH MULTI -TRUNK 2" CAL. B&B • 1 NYSSA SYLVATICA SOUR GUM 2" CAL. B&B • 1 QUERCUS BICOLOR SWAMP WHITE OAK 2" CAL. B&B UNDERSTORY TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT oo°o°°°°O 2 AMELANCHIER ALNIFOLIA SERVICEBERRY 1.5" CAL. B&B • 2 CARPINUS CAROLINIANA AMERICAN HORNBEAM 1.5" CAL. B&B 0 2 MAGNOLIA VIRGINIANA SWEET BAY 1.5" CAL. B&B SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT 3 ARONIA MELANOCARPA CHOKEBERRY 15-18" 5 GAL. 3 ILEX VERTICILLATA WINTERBERRY 15-18" 5 GAL. 3 ITEA VIRGINICA VIRGINIA WILLOW 15-18" 5 GAL. County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp III-284-111-297 for complete specifications) 1. The following items shall be shown on the plan: ❑ Trees to be saved; ❑ Limits of clearing (outside dripline of trees to be saved); ❑ Location and type of protective fencing; ❑ Grade changes requiring tree wells or walls; ❑ Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: ❑ All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. ❑ No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ❑ Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: ❑ Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the dri plines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: ❑ Such devices shall not adversely affect trees to be saved. 6. Fires: ❑ Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: ❑ Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: ❑ Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ❑ Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. 9. Tree Wells: ❑ When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. Tree Walls: ❑ When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: ❑ When trenching is required within the limits of clearing, it shall be done as far away from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: ❑ Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ❑ Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE PARKING LOT LANDSCAPE AREA GROUND COVERS 10,970 SF STEEP SLOPE MEADOW PLANTINGS 45,214 SF REFORESTATION AND MEADOW PLANTINGS 873 SF NEW REFORESTATION AREA 882 SF (DATE) 5/1/06 Page 1 of 1 INSTALL SHRUBS SO THAT THr_ 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 TIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK ,d�1►1�.Y�L9I:42:Z:l IF FIELD GROWN, CUTAWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP% 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 vir-,ivies i �i. DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FRi AND OUTSIDE OF I SET ROOTBALL FLUSH TO 1 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL 1 ABOVE FINISH PRUNE 4"x18" PEI CORRUGATED PLA CAP FLUSH WI 1 A SLOPE Of PLAN - SCARIFY SIDES BEFORE PLACE ROC UNEXCAVATED OR TAI MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE 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 =W ROOT BALL PLANT SCHEDULE LANDSCAPE PLAN TREES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS ACE ARM 3 ACER RUBRUM 'ARMSTRONG' / ARMSTRONG RED MAPLE 2.5" CAL. B&B ACE GLO 7 ACER RUBRUM 'OCTOBER GLORY TM / OCTOBER GLORY MAPLE 2.5" CAL. BET RIV 1 BETULA NIGRA / RIVER BIRCH 2" CAL. B&B MULTI -TRUNK BET HER 16 BETULA NIGRA'HERITAGE' / HERITAGE RIVER BIRCH 2.5" CAL. B&B SINGLE STEM NYS SYL 1 NYSSA SYLVATICA / SOUR GUM 2" CAL. B&B NYS WIL 3 NYSSA SYLVATICA 'WILDFIRE' / BLACK GUM 2.5" CAL. B&B QUE BIC 9 QUERCUS BICOLOR / SWAMP WHITE OAK 2" CAL. B&B QUE PHE 9 QUERCUS PHELLOS / WILLOW OAK 2.5" CAL. B&B QUE RUB 4 QUERCUS RUBRA / RED OAK 2.5" CAL. B&B TIL GRE 8 TILIA CORDATA 'GREENSPIRE' / GREENSPIRE LITTLELEAF LINDEN 2.5" CAL. B&B ULM ALL 10 ULMUS PARVIFOLIA 'ALLEE' / ALLEE LACEBARK ELM 2.5" CAL. B&B UNDERSTORY TREES QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS AME ARB 2 AMELANCHIER ARBOREA AUTUMN BRILLIANCE' / DOWNY SERVICEBERRY 1.5" CAL. B&B CAR CAR 2 CARPINUS CAROLINIANA /AMERICAN HORNBEAM 1.5" CAL. B&B COR FLO 6 CORNUS FLORIDA / EASTERN DOGWOOD 1.5" CAL. B&B MAG VIR 7 MAGNOLIA VIRGINIANA / SWEET BAY 1.5" CAL. B&B SHRUBS QTY BOTANICAL / COMMON NAME MIN. INSTALLED SIZE ROOT REMARKS ARO MEL 3 ARONIA MELANOCARPA / CHOKEBERRY 15-18" 5 GAL. ILE DWA 42 ILEX CORNUTA DWARF BURFORD' / DWARF BURFORD HOLLY 15-18" 5 GAL. ILE GLA 45 ILEX GLABRA / INKBERRY HOLLY 15-18" 5 GAL. ILE VER 37 ILEX VERTICILLATA / WINTERBERRY 15-18" 5 GAL. ILE H04 46 ILEX X 'HOOGENDORN' / HOLLY 15-18" 5 GAL. ITE VIR 46 ITEA VIRGINICA / VIRGINIA WILLOW 15-18" 5 GAL. 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. DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT 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 40 LF 827 LF 827/40 = 20.7 TREES 21 TREES 21 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 79,583 SF 79,583 x .05 = 3,979 SF 3,979 SF 5,839 SF LANDSCAPED 1 LRG. OR MED. SHADE 160/10 - 16 SHADE TREE PER 10 PARKING 160 SPACES 16 SHADE TREES 28 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 19,450 SF(PROPOSED) + BE COVERED BY TREE 388,615 SF 388,615/.10 = 38,862 SF 38,862 SF 99,638 SF(EXISTING) _ CANOPY 119,088 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 NOT FOR CONSTRUCTION M E O O C� U N � N � > E w � � +� ~ U w o 0 U_L � w O r Of NJ L M a _j U co LUJ - 1i 0- > (g N U LU N X < _j < of W 0 Q w U) N = � U � � Q c Ln o a' a N N i M CO J to D O C7 D O 0 w > U a z O Cn D O (A Z 0 O W CD U Z to ti w O z a O Q � U-) > w DATE 51612019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A z O I --I U7 IJ-I Q Q I -I LU 0 I -I 0 Q�z H Q z LLB Z) (n OU LU W = Q O �wLU J Qaa W U Z V 1 0 r^ z V 1 Q Q C- G O U z W Q Z) JOB NO. 43266 SHEET NO. L3.0 =5o _0of o o a) U) �z -o 0 m o 0,N a o o= cr.2 3 z N 00 2 Q S X o Y w i o nY .3 Q� U N X O U U 2 N �_ m o � o E D_ U Co o �-0 U O En .o � U 2 we N O O U O nw o -o L C E Schedule Symbol Label QTY Manufacturer Catalog Number Lamp Number Lumens LLF Wattage Mounting Lamps per Lamp Height 2 Lithonia Lighting DSX1 LED P3 40K T2M LED 1 12548 0.9 102 25' 0 LA12 MVOLT 1 Lithonia Lighting DSX1 LED P3 40K T3M LED 1 12214 0.9 102 25' LA13 MVOLT 1 Lithonia Lighting DSX1 LED P3 40K T3M LED 1 9898 0.9 102 25' 0 LA13H MVOLT HS 3 Lithonia Lighting DSX1 LED P3 40K T4M LED 1 12308 0.9 102 25' 0 LA14 MVOLT 1 Lithonia Lighting DSX1 LED P3 40K T4M LED 1 9552 0.9 102 25' 0 LA14H MVOLT HS 2 Lithonia Lighting DSX1 LED P3 40K T5W LED 1 12969 0.9 102 25' 0 LA15 MVOLT 2 Lithonia Lighting DSX1 LED P3 40K T5W LED 1 12969 0.9 204 25' LA25 MVOLT 0 LWS4 7 Lithonia Lighting DSXW1 LED 20C 530 LED 1 4366 0.9 34.9 10.5' o 40K TFTM MVOLT O LWS7 1 Lithonia Lighting DSXW2 LED 30C 700 LED 1 8082 0.9 71 14' 40K TFTM MVOLT Statistics Description Symbol Avg Max Min Max/Min Avg/Min Parking Lot/Roadway + 1.2 fc 7.3 fc 0.1 fc 73.0:1 12.0:1 PROPERTY LINE + 0.1 fc 0.5 fc 0.0 fc N/A N/A o + .4 +1.3 +1.2 +1.1 +1.0 A13 + .7 +2.6 +2.6 +2.1 +1.7 +1.7 +1.3 +1.2 +1.0 + 1+ + .9 1.2 1.3 1.6 1.8 2.0 1.9 1 1.9 1.9 1.8 1.4 1.1 1.0 0.6 0.6 0.7 0.9 +1.1 +1.2 +1.3 +1.8 +1.9 +1.9 +1.8 + . 1.5 + .9 I 0.9 0.8 0.7 0.7 0.8 0.9 1.0 1.1 1.3 1.5 +1.5 .4 + .8 11.2 11.0 10.9 10.8 10.7 10.7 10.8 10.9 11.0 11.1 11.3 11.4 .3 +1.0 +0.8 +0.6 1.4 1.4 1.2 1.1 0.9 0.7 0.7 0.7 0.7 0.7 0.8 0.9 1.1 1.1 1 1.0 .0 1 i +2.0 +1.7 +1.4 +1.2 +1.1 +1.0 10.8 +0.7 +0.6 0:5V�Q.�/1+10: +0.6 +0.7 +0.7 +0.7 + .6 LA12 2.4 .4 +2.2 +2.0 +1.6 +1 + .4 0.4F;; + .4 1 +1.6 +2.0 +2.1 +2.4 +2.4 +2. 1.7 - - + .1 I L s .2 +1.6 +1.5 +1.8 +2.1 +2.3 +2.3 + .1 1 11.1 +1.5 11.6 11.4 +1.5 +1.8 + .3 1 10.8 11.0 11.2 11.4 +1.4 +1.4 +1.4 +1.5 9)511 +1 1 + .6 1 0.6 0.8 0.9 1.1 1.2 11 3 +1.2 +1.2 +1.2 uJ + .1 + .6 + + + + I 1 + + + + + + + + 0.7 0.7 0.8 0.8 1.0 1.1 1.1 1.2 1.2 1.1 1.0 1.0 .8 0.8 .9 p Lwsa .8 0.8 0.8 0.8 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.0 0.9 0.8 �.7 0.6� .8 3.6 3.4 7 LWS4 + + + + + + + + + + + + + + + 1 0.9 1.0 0.9 0.9 0.9 1.0 1.0 1.1 1.1 1.1 1.0 0.9 0.9 0.8 + + + + + + .9 1.2 1.5 2.1 2.1 1 + "+ 1.0 1.1 1.1 1.1 1.0 1.0 1.0 1.0 1.1 1.1 1.1 1.0 1.0 0.9 0.8 0.8 0.7 J .8 1.1 1.2 1.3 1.1 1.3 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 0.9 1.0 0.9 0.8 98 0.7 .7 1.1 1.2 1.3 1.4 1.5 1. 1.1 1 3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.3 0.8 1.2 1.0 0.8 .6 1.1 11.2 11.3 11.4 11.4 +1.6 -1 9 2.0 +1. +1.6 +1.3 11.2 11.1 1.1 11.1 11.1 11.1 11.3 11.5 °+1.5 +1.4 +1.2 +0.9 + + .6 LA15 LA 5. + + + + + + + + + + + + 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.6 �1 8 .9 :7 1.5 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.3 1.4\ 1.3 1.1 0.9 0.8 J 6 1.3 1.4 1.4 1.5 1.6 1.7 1.7 1.6 1.6 1.7 1.7 1.5 1.4 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.3 1.2 1.0 0.9 .6 + + I I I I I I + + I I I + + + + + + + + + + I I + + 1.4 1.6 1.6 1.7 1.8 1.8 1.8 1.7 1.7 1.6 1.5 1.4 1.3 1.2 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.0 0.9 0.9 .7 + + + + + + + + + + + + + + + + + + + + + + + + + + + + + .4 1.5 1.7 1 .0 1.9 1. 1.9 1.8 1.7 1.5 1.4 1.3 .3 1.2 1. 1.1 1.1 1.1 1.1 1.1 1.1 1.0 1.0 1.0 1.0 0.9 0.9 0J .7 + + + + + + + + + + + + + + + + + + + + + + rz� + + 1.4 1.7 2.0 2.4 .4 2.2 1. 1.8 1.8 1.6 1.4 1.3 1.2 .2 1.1 1. 1.1 1.1 1.1 1.1 1.1 1.1 0 1.0 1.0 1.0 0.9 .7 5 + + + + + + + + + + + + + + + + + + + + + + + + 1.0 11.3 1.5 1.8 2.4 2. .8 2.6 2. 1.8 1.7 1.5 1.3 1.2 1.1 .1 1.1 1. 1.0 1.0 1.1 1.1 1.1 1.1 1 1.0 1.0 1.0 1.0 .7 11.0 11.3 11.5 1.8 2.4 2. .9 2.6 2.0 1.8 1.7 1.4 1.3 1.1 1.0 .0 1.0 1. 1.0 1.0 1.1 1.1 1.2 1.1 1 1.1 1.1 1.1 1.1 1.0 0 J .8 + + + I I I I I I I I I I + + + ' I I I + + + + + + + + 1.0 1.3 1.4 1.6 2.0 2.3 2.4 2.1 1.8 1.7 1.6 1.3 1.2 1.0 1.0 0.9 0.9 1.0 1.0 1.0 1.1 1.2 1.3 1.2 1.2 1. 1.2 1.2 1.2 1.0 1.2 1.4 1.5 1.7 1.8 1.8 1.8 1.6 1.6 1.4 1.2 1.1 1.0 0.9 0.9 0.9 0.9 1.0 1.1 1.1 1.2 1.3 1.4 1.4 1.4 1.3 1.3 1.2 q11_j_+1 0.9 '' + + I I I I I I I + + I I I I I + + + I I + + + + + I + + + 0.9 1.1 1.2 1.4 1.5 1.5 1.5 1.5 1.5 1.4 1.3 1.1 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.5 1.5 1.5 1.3 1. }0.8 +0.9 +1.1 +1.2 1.3 1.3 1.3 1.4 1.3 +1.2 +1.1 +1.0 +0.9 0.8 0.8 +0.8 0.8 0.9 +1.0 + + + + + + + + + + n.2. 0:0a� 1.0 1.1 1.1 1.1 1.1 1.1 1.2 1.1 .9 0.9 0. 0.8 0.8 0.8 0.8 0.8 1. 1 1. 9 2. 1.9 1.7 1.5 + + + I� 0.7 0.8 0.9 1.0 1.1 1.1 1.1 1.1 1.1 1.1 .0 1.0 0. 0.9 0.9 0.8 0.8 0.9 1.0 1.1 1.3 1.5 .0 3D25 2.3 1.9 W+0.7 +0.8 +0.9 +1.1 +1.2 1.4 +1.4 1.4 1.4 1.4 .4 1.3 1. 1.2 1.0 0.9 0.9 0.9 1 8 1.6 +28 +22 6 , ^ � I U /1 + + + + + + + + + + + + + + + + + + + + + 0.7 0.8 0.9 1.1 1.4 1.6 1.7 1.7 1.7 1.7 .7 1.7 1.6 1.4 1.1 1.0 0.9 1.0 1 1.3 1 1 1.9 3 .5 2.3 1.9 .5 1.4 + + + I I I I + + + + � + + + I + + E� 0.6 0.8 0.9 1.1 1.3 1.6 1.7 1.7 1.8 1.8 1.8 1.7 1.6 1.4 1.2 1.1 1.0 1.0 1.0 1. 1. .0 1.9 1.6 .4 1.3 1 + + + + + + + + + + + + + + + 0.6 0.7 0.9 1.1 1.3 1.7 1.9 2.1 2.1 2.1 2.1 1.9 1.8 1.4 1.2 1.1 1.0 1.0 1.0 1.1 1.2 1.3 1.4 1.5 1.5 1.6 1.5 1.4 .3 1.2 1.0 0.9 0.7 0.6 1 1 + 1 z 0.6 0.7 0.8 1.0 1.2 1.6 1.7 1.9 2.1 2.1 2.0 1.8 1.8 1.4 1.2 1.1 1.0 1.0 1.0 1.0 1.0 1.1 1.2 1.3 1.3 1.4 1.3 1.3 1.0 0.9 0.8))06 LA13H + 1 0.7 0.9 1.2 1 1.1 1.1 1.0 0.9 0.8 0.70.3 0.4 0.5 0.8 0.9 0.9 0.9 0. +0. +0.9 +0.9 +0.�60. ++ + + + 1 0.6 +0.7 0. + . 0.5 0. 1 +0.1 +0.1 +0.1 Ik1 0.4 SITE PLAN PHOTOMETRICS 0 10 20 40 NORTH SCALE: 1" - 20'-0" i VV -- , ­79sw1w, - CONSULTANTS: SEAL ON THIS DOCUMENT AUTHORIZED BY: J PROJECT INFORMATION: UVA REHABILITATION HOSPITAL ALBEMARLE COUNTY, VA CLIENT INFORMATION: ENCOMPASS HEALTH CLIENT PROJECT NO: 01 g-00324-00 NO. I DATE SUBJECT REVISION OR ISSUE SSOE, Inc. 2204 Lakeshore Drive, Suite 110 Birmingham, AL 35209 T. (205) 323-2373 PROJECT NO: PROJECT MANAGER: DESIGNED: CHECKED: DRAWING TITLE: SITE PHOTOMETRICS DRAWING NO: E1 aD 0 0 a �00 o - N L Ln Q w > U U E W c� a� r � o 0 N O O N M LO L ,Q U 0 14 C E I I +1.1 +1.0 +0.8 +0.8 �'O.�'O.�09+1.0 +1.1 +1.4 +1.8 +2. +2.4 +1.9 1.4 +1.1 +1.0 +0.9 +0.8 +0.7 +0.7 +0.8 +0.9 +1.1 +1.3 +1.5 +1.4 +1.7 +1.9 +2. +2.3 +1.9 +1.7 +1.3 +1.5 +1.3 +1.1 2.1 1.7 1.7 1.3 I+ 1.2 1.0 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.5 1.8 2.1 2.2 1.9 1.5 1.2 1.1 0.9 0.8 0.7 0.7 0.8 0.9 1.1 1.2 1.3 1.3 1.6 1.9 2.2 2.3 2.0 1.7 1.3 1.2 1.2 1.0 0.9 + 0.8 + 1.9 1.9 1.8 1.4 I+ 1.1 1.0 0.9 0.8 0.7 0.8 0.9 1.0 1.2 1.4 1.7 1.8 1.8 1.7 1.5 1.3 1.1 0.9 0.8 0.7 0.7 0.7 0.8 1.0 1.0 1.1 1.2 1.5 1.9 2.2 2.2 1.9 1.6 1.2 1.1 1.0 0.9 0.9 I 0.8 0.7 + 0.6 + + +1 +1.1 +0.8 +0.7 +0.7 +0.7 +0.7 +0.8 +0.9 +1.1 +1.3 +1.6 +1.8 +1�8 +1. +1.3 +0.8 +0.8.8 +0.9 +0.8 +0.7 +0.7 +0. 1.5 .9 0 8 0. 0.7 0.7 0 .1 . .4 0.7 0.9 1.1 0.9 + .8 +0 7 +0. +0.6 +0.7 +0.7 + +0.9 0 0 +1.1 0 + +1.1 0 +1.1 0 + . +1.1 +1.0 0 +0.8 +0 + 7 +0.6 +0.6 0.6 +0.6 +0.6 0.7 +0.7 +0. +1.1 +1.2 +1.I2 +1. +1.0 +0.8 +0.7 +0.6 +0.6 +0.8 +0.9 + +0.8 +0.7 +0.6 + 5 + + + + + + + + :r97- 0.8 0.6 0.6 0.5 0.5 0.6 0.60. ++++ 0.8 + +1.0 0.7 0.6 .6 0.7 0.7 0.7 0.7 0.6 0.6 0.5 0.4 0.4 0.8 1.0 1.0 1 0.9 0.8 0.6 + .0 I 1. 1.1 1. 1.0 0.9 + 0.8 + 1.6 I + + 1. 1.3 + 1.3 + 1.2 1.1 0.9 +L77a_ 0 0.3 + .4 I +1. +1.6 +1.6 1.4 1.2 0.9 +0.7 +0.5 0.3 + .1 I LV31 +2.1 +2.1 +1.9 +1.6 +1.2 +1.0 +0.7 +0.5 0.3 1 I + LA 4 �L.3 + 2.0 + + 1.6 1.3 + 1.0 + 0.7 + 0.5 .4 + .3 I +2.2 2.1 1.9 +1.7 +1.3 +1.0 +0.8 +0.6 + .4 + 1.6 I LWS7 1.6 +1.3 +1.1 +0.8 +0.6 + .4 + .6 I 1.4 +1.3 +1.1 +0.9 +0.7 .5 21 1.3 +1.2 +1.0 0.8 0.7 5 + + + 3.4 7.3 ++++++++++++++++++3.6 F�w_'.7 1.2 1.1 1.0 � 0. 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DATE SUBJECT REVISION OR ISSUE SSOE, Inc. 2204 Lakeshore Drive, Suite 110 Birmingham, AL 35209 T. (205) 323-2373 PROJECT NO: PROJECT MANAGER: DESIGNED: CHECKED: DRAWING TITLE: SITE PHOTOMETRICS DRAWING NO: E2 aD E 0 0 a o N L LO _J Q w U E w c� a� r � o 0 N O O N M LO L ,Q U 0