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HomeMy WebLinkAboutSDP202000009 Plan - Approved Final Site Plan and Comps. 2021-09-046Dr-12-0-2-0-9 UV�r FJ UVA FOUN SITE DATA ATION -DISCOVERY DRIVE DEVELOPMENT TAX MAP PARCEL AND OWNER INFO: PARCELS 03200-00-00-019E0, 03200-00-00-006R0, AND 03200-00-00-019HO UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 ZONING: PLANNED DEVELOPMENT INDUSTRIAL PARK (PD-IP) AIRPORT IMPACT OVERLAY ENTRANCE CORRIDOR OVERLAY REFERENCE "ZMA200500003" (APPROVED 3/10/2010, INCLUDES PROFFERS) MAGISTERIAL DISTRICT: RIO SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY CONTACT: CONDUCTED DATUM: VERTICAL: NAVD88 SETBACKS: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 (504) 885-0920 MICHAEL W. DORSEY 9/18/2019 AND 4/23/2020 *PER UVARP DESIGN CODE: 100 FT FROM LEWIS AND CLARK DRIVE (TO BE LANDSCAPED) FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW 1 FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE AND REAR: ADJ. TO COMMERCIAL/INDUSTRIAL: IN ACCORDANCE WITH BUILDING CODE BUFFER AREA: (PER PROFFER 7.2 & EXHIBIT K�OF ZMA200500003) 150' ALONG REAR BOUNDARY 50' ALONG SIDE BOUNDARIES STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: 32-19E: OFFICE (RESEARCH, LABORATORY) 32-6R: VACANT PROPOSED USE: 32-19E: PHASE 1 OFFICE (RESEARCH, LABORATORY) ±10,745 SF, 3 STORIES, ADDITION 32-6R: PHASE 2 45,220 SF METAL BUILDING FOR RESEARCH (INDUSTRIAL WAREHOUSE) 10,000 SF MEZZANINE: STORAGE + 4,500 SF OFFICE AREA EXISTING PARKING: 32-19E: 176 SPACES 32-6R: 0 SPACES ' 32-19H: 134 SPACES REQUIRED PARKING PER ORDINANCE: 32-19E: [REQUIRED FOR EXIST. BUILDING PER APPROVED SDP 2001000471 = 75 SPACES [ADDITION, OFFICE] (3 FLOORS X 7,163 SF X 0.8) X (1 SPACE 1200 SF) = 86 SPACES [ADDITION, LABORATORY SPACE] = NO ADDITIONAL PARKING REQUIRED TOTAL: 161 SPACES 32-6R: [45,220 SF + 5,500 SF LABORATORY SPACE] 18 EMPLOYEES X (1 SPACE/EMPLOYEE) = 18 SPACES [4,500 SF OFFICE] (4,500 SF X 0.8) X (1 SPACE 1200 SF) = 18 SPACES TOTAL: 36 SPACES 32-19H: [EXIST. BUILDING] = 100 SPACES TOTAL: 100 SPACES PROPOSED PARKING: 32-19E: 175 SPACES 1 SPACE REMOVED FOR PROPOSED HYDRANT ISLAND 32-6R: 39 SPACES 32-19H: 100 SPACES 34 SPACES REMOVED FROM PARCEL FOR PROPOSED DEVELOPMENT ADA PARKING REQUIRED: 32-19E: 6 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACE) (PER 2015 VCC) 32-6R: 2 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2015 VCC) 32-19H: 4 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2015 VCC) FINAL SITE PLAN SDP202000009 (REFERENCE INITIAL SITE PLAN SDP201900059) ADA PARKING PROVIDED: 32-19E: 7 SPACES (FROM APPROVED SITE PLAN SDP200100047) 32-6R: 2 SPACES (1 VAN ACCESSIBLE SPACE) 32-19H: 5 SPACES (1 VAN ACCESSIBLE SPACE) PROPOSED BUILDING HEIGHT: 32-19E 45' 6.5" 32-6R 38' 3" TOTAL PROPOSED DISTURBED AREA: 3.41 ACRES IMPERVIOUS AREA EXISTING: 0.56 ACRES POST PHASE 1: 0.83 ACRES POST PHASE 2: 2.25 ACRES NOTES: 1. PROJECT TO BE DEVELOPED IN TWO PHASES. SEE SHEET C2.0 OVERALL PLAN. 2. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. TRIP GENERATION LAND USE: GENERAL OFFICE BUILDING & INDUSTRIAL SPACE ITE CODE: 710 AMOUNT: 55,220 UNITS: SF (GFA) WFFKnAY ADT AM PEAK HOUR PM PEAK HOUR 836 IN 105 OUT 14 TOTAL 119 IN 24 OUT 116 TOTAL 140 UTILITY DEMANDS WATER FLOW FOR PARCEL 32-19E (AVERAGE DAILY DEMAND) 3 STORIES X 10,745 SF X 250GPD / 1000 SF = 8,059 GPD AVERAGE HOUR = 8,059 / 24 = 336 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 336 X 3 = 1,007 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 2,015 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 3 X 10,745 SF X 250GPD / 1000 SF = 8,059 GPD COUNTY OF ALBEMARLE, VIRGINIA WATER FLOW FOR PARCEL 32-6R (AVERAGE DAILY DEMAND) 4,500 SF X 250GPD / 1000 SF = 1,125 GPD 60 EMPLOYEES X 25 GPD/EMPLOYEE = 1,500 GPD AVERAGE HOUR = (1,125+1,500) / 24 = 109.4 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 109.4 X 3 = 327.1 GALLONS PER HOUR PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 656.25 GALLONS PER HOUR SEWER FLOW (AVERAGE DAILY FLOW) 1,125 GPD + 1,500 GPD = 2,625 GPD 1/21/2020 LAKE ACRES VICINITY MAP 1=1000' DEVELOPER: UNIVERSITY OF VIRGINIA FOUNDATION P.O. BOX 400218 CHARLOTTESVILLE, VA 22904 CONTACT: TODD MARSHALL TELEPHONE: (434) 924-2569 ENGINEER. OF RECORD: TIMMOiNS GROUP 608 PRESTON AVENUE, SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRPeIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title C0.0 COVER SHEET C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 NOTES & DETAILS 4 C1.4 NOTES & DETAILS 5 C2.0 OVERALL PLAN C2.1 EXISTING CONDITIONS 1 C2.2 EXISTING CONDITIONS 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 C4.0 LAYOUT AND UTILITIES 1 C4.1 LAYOUT AND UTILITIES 2 C5.0 GRADING AND DRAINAGE 1 C5.1 GRADING AND DRAINAGE 2 C5.2 ADDITIONAL GRADING SPOT SHOTS C6.2 SITE DRAINAGE AREA MAP C6.3 SITE DRAINAGE AREA MAP 2 C6.4 STORM INLET AND PIPE CALCULATIONS C7.0 STORMWATER PROFILES C7.1 UTILITY PROFILES 1-0.0 OVERALL LANDSCAPE PLAN 1-1.0 LANDSCAPE PLAN 1-1.1 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES & DETAILS L3.0 PHOTOMETRIC PLAN L4.0 LIGHTING CUT SHEETS TOTAL = 27 SHEETS 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 6.8 108,568 108,568 DISCOVERY DRIVE DEVELOPMENT 2020 3.4 87,455 TOTAL 48.5 689,142 596,719 ACREAGE APPROVED GSF DEV. GSF CAPACITY 307.0 3,700,0010 3,700,000 DEVELOPED/ SOLD 48.5 689,142 596,719 TOTAL REMAINING 258.5 3,010,858 3,103,281 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 C, �a CRAIG W. J. KgrARSKI Lic. No. 04020,18507 m E O O M U N � N � Q O > E w °' E H W w Q L + 3 0U. w o "r*1 w0 cow C' LU a J U co W d > O N z -�M, '�Q (n = v N = U > � Q rn O N v M GO J CD Lu U 0 0 w > W U Q z 0 H H > 0 r 0 O F z U 0� cy (3~ U U W W O O U U � O c Q p a c > p U a O O � U U US L Q- a c U U-) z Z Z O O O 4 W W W Q� Q� ct� c O '�:) '�:' " " Q W N N N N N ti N N DATE 1/21/2020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A O QT > LLU > N UjU) 0 3 En 0 a \LL! Q / T a) 0 Q i/- > W ,� N L.L W W Z r � = a o OW J W 3 U Vw O Do J m ocr �, J U Q(D Q Q 0z 00 22 o;5 E z -0Q) �Q) O cr Z N ox � x 0 Q) oY 7-�� O O Q o .3 Q� 0 > .N Ll- U N O N U F� 2 N N 6 = / yo E � F_ U � O E S-0 U JOB NO, u0i o N •- M U 44493 N o c:U SHEET NO. a o co. 0 L LEGEND ROADS STORM PIPE & STRUCTURE NO, ® O DROP INLET & STRUCTURE NO. CURB CURB & GUTTER BENCH MARK CLEARING LIMITS - 200 - EXISTING CONTOUR 200 '---- PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION r- TIC 240.5 PROPOSED SPOT ELEVATION 10 PARKING COUNT SEWER EXISTING SANITARY SEWER WATER -- m�,l---------' m EXISTING WATER LINE rrn A nTnir TIC = 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 JUNE 271 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE 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 BSE 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, r 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 -TFHE 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 WHICHI MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. "16. ALL WATER AND SEWER FACILITIES TO BE DEDICATED TO PUBLIC USE AND THE EASEMENTS FOR THOSE FACILITIES AND SHALL BE IDENTIFIED BY A STATEMENT THAT THE FACILITIES ARE TO BE DEDICATED TO THE ALBEMARLE COUNTY SERVICE AUTHORITY. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO -THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE VWEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED ,AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS, 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL, EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL IVIEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE 70P 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBSIACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR. THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE, 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON ,AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE,INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS, 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA ..,CONSTRUCTION CODE, AND 2009 ICC/ANSI A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ACCESSIBLE PARKING SPACES AND ACCE:SS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS'THE PARKING SPACE THEY SERVE. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE ROUTE OF TRAVEL FROM ADJACENT PARKING TO AND ACCESSIBLE BUILDING ENTRANCE. IN PARKING FACILITIES THAT DO NOT SERVE A PARTICULAR BUILDING, ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ROUTE TO AN ACCESSIBLE PEDESTRIAN ENTRANCE TO THE PARKING FACILITY. WHERE BUILDINGS HAVE MULTIPLE ACCESSIBLE ENTRANCES WITH ADJACENT PARKING, ACCESSIBLE PARKING SPACES SHALL BE DISPERSED AND LOCATED NEAR THE ACCESSIBLE ENTRANCES. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT 'THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (IHORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS 111. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 10. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 11. ALL WATER LINES, SEWER LINES AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OFDAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. ST-1 #4, GRADE 60, REINFORCING ROD ENCASED IN A ER OR NO. 6 GALVANIZED STEEL STEP MATERIALSION APPROV DTBYT HEBER NGINEETHER (DIMENSION MAY VARY WITH MANUFACTURER'S ���• DESIGN) CORROSION RESISTANT MATERIAL # 4 REINFORCING ROD TYPICAL SECTION 2' e�F'Q4 /a Ri•.�/N. =°' ' NOTES: 114" "r STEPS WILL BE REQUIRED IN ALL STRUCTURES WITH A DEPTH OF " ' 4'-0" OR GREATER UNLESS OTHERWISE NOTED ON THE PLANS. ALL STEPS SHALL PROTRUDE 4%2" FROM INSIDE FACE OF >• ..,; • tD STRUCTURE WALL. X/�i MAXIMUM STEP SPACING TO BE 16" C-C. A- ° STEPS SHAD. WITHSTAND A MINIMUM FORCE OF 300 POUNDS WHEN :..: �.: „ 0' w Vie" R °.• •.° •...°. EXTENDED 4/Z FROM THE FACE OF THE SUPPORT. �I • STEPS ARE TO BE VERTICALLY ALIGNED AND UNIFORMALY SPACED TYPICAL SECTION FOR THE ENTIRE DEPTH OF ANY STRUCTURE. (DIMENSIONS MAY VARY WITH IN PRECAST UNITS STEPS MAY BE CAST IN PLACE, MORTARED MANUFACTURER'S DESIGN) INTO HOLES PROVIDED BY THE FABRICATOR, OR DRIVEN. CIE MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THEY MEET THE MINIMUM REQUIREMENTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH DETAILS AND CERTIFIED TEST REPORTS OF THE PROPOSED SUBSTITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE OF SUCH STEPS. ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT M SURFACES SUCH AS BUT NOT LIMITED TO, CORRUGATED KNURLED, OR DIMPLED SURFACES. ALUMINUM STEPS SHALL BE FABRICATED IN ACCORDANCE WITH ASTM 8221, ALLOY 6005-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHALL BE UNIFORMLY COATED WITH A BITUMIMOUS, SOLVENT TYPE, ASBESTOS V%••M/ �� `��� SPECIDFICATION TC CGOMOE498A COATING CONFORMING TO FEDERAL ALUMINUM STEP SPECIFICATION XVDOT REFERENCE STANDARD STEP ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 VIRGINIA DEPARTMENT OF TRANSPORTATION 106.09 GENERAL PB-1 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H - HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 3, b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL, CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE d IS LESS THAN 36"• X - 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER V Oft LESS. 6. BEDDING MATERIAL AND CLASS 1 BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S 1 - OUTSIDE SPAN DIMENSION OF PIPE. 2, S2 - INSIDE SPAN DIMENSION OF PIPE, 3. R - OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X - 12" WHERE $2 IS LESS THAN 36". X - 18" WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH BYUNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15' OR LESS.. PIPE ARCH \ 1. S - SPAN DIMENSION OF PIPE. 2. R - RISE DIMENSION OF PIPE. 3. B - SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4, x - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE, x - 12 WHERE S2 IS LESS THAN 36". x 18" WHERE S2 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE 52 IS 35" OR LESS AND HEIGHT OF COVER 15-OR LESS, 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15' OR LESS. SPECIFICATION REFERENCE INSTALLATION `OF. PIPE CULVERTS & STORM SEWERS GENERAL NOTES Nvo= ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 1 302 303 _. VIRGINIA DEPARTMENT OF TRANSPORTATION 107.00 PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL - TOP OF FILL - - GROUND LINE T GROUND LINE ::I cv 0 lilt,' rll- 0 rrr rr III EARTtIIlf" I rrr rr -� ROCK DR UNYIELDING SOIL a 1 I i ! - rrfr rrr.- EARTH III rr a r (- -I I 1I- a BEDDING MATERIAL J MIN, 1/10 0 X D X BEDDING MATERIAL MIN. 1/16 D I X 0 X BEDDING - MATERIAL MIN. 1/10 - _ - X D X - �'12" PER 1' OF H NORMAL EARTH FOIUNDATION MIN. 8", MAX. 24" ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MIN. 1.5 x. D WIN. 1.5 x D MIN. 1.5 x D MIN. 1.5 x D I MII'L 1.5 x D MIN. 1.5 x D - TOP OF FILL - ;. rrrrrrrr rrrrrrr, ; .- .; rrrrrrr, rrrrrr, • -- rrrr rrrr ; rrr rr, •; ::: ;:;: = Q+ -- : •�•i .:� rr III rr GROUND -IN TOP OF FILL TOP OF FILL - rrrrrrrrrrrrrr rrrrrrrrrrrrrrr ___._ �rrrrrrrrrrrrrr - rirrrrrrrrrrr ra+� c-v =- rrrrrrrrrrrrrrrrrrrrrrrrrrrrrrr, arrrrrrrrrrrrrrrrrrrrrrrrr =TGROUND - LINE - - rrrrrr.) rrrrrrr, •. � ::. � • _ _ = rrrrr rrrrr, :; •::•:•::�: � N � . •cv• :: :�• rrrrr brrrr :•:;::::.::.. ;:.:: GROUND UND LINE - i t I_i I I-1 I ICI I I I I I EARTH MIN. 1/ 10 IJ X 0 X BEDDING MATERIALrt 1 f:�i�-� t i-�-ROCK OR MIN. 1/10 D - UNYIELDING %p"" PER -T'- I Win- T- 1- SOIL4"6- 1 OF H X D X MIN. 8", BEDDING MAX.24" MATERIAL I ��-r / iii iiiii111 MIN' 1EARTH BEDDING MATERIAL FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL IN ACCORDANCE WITH EMBANKMENT SECTION 302 OF THE ROIAD AND BRIDGE NOTES' SPECIFICATIONS. A NOTES IN FOR GENERA L 0 ES ON PIPE BEDD G, ®Cl ASS I BACKFILL MATERIAL IN ACCORDANCE `;.;.;;.;.; REGULAR BACKFILL MATERIAL O ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE WITH SECTION 302 OF THE ROAD AND BRIDGE WIAND STORM SEWERS GENERAL NOTES SPECIFICATIONS. SPECIFICATIONS. ON SHEET 107.00. rrrrr: FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL FOR PLASTIC PIPE rrrr IN ACCORDANCE WITH SECTION 302 OF THE ROAD CRUSHED GLASS CONFORMING TO THE ' 6" MINIMUM CLASS I BACKFILL MATERIAL PLACED DIRECTLY AND BRIDGE SPECIFICATIONS. SIZE REQUIREMENTS FOR CRUSHER RUN OVER PIPE AND 6" REGULAR BACKFILL MATERIAL, AGGREGATE SIZE 25 AND 26 MAY BE OR 12" OF CLASS I BACIK FILL MATERIAL, USED IN PLACE OF CLASS I BACKFILL. IN ACCORDANCE WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS, �VDOT A COPY 0 HE I INAL AL AN SIGNED DRAWING! N IL IN H CENTRAL OFFICE. INSTALL. OF PIPE CULVERTS AND STORM SEWERS SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A" VIRGINIA DEPARTMENT OF TRANSPORTATION 302 303 SHEET I OF 4 REVISION DATE 07/19 107.01 •�J. O NU Ilk I ., _r 4.02t 48507 6110121 M E CD 0 cn N V N 1n E w E Lu Q � o � C) U. 0 t\ Lu O T, rn <J UCoo N L7 Lu N z ° m LL Cn _ N =v >1u � Ln C Q) N M d- 00 -I �� Cn 0 i- w w H U z 0 Lo 0 W z O v O u 00 ct� W ( Lu O j�OOo O aw. a > 1I 2 ` p U) Ua CL U wwww w O ti U) O M U) O F--t V) O ti U) O ti V) 'ti M ti ti M LLI U4 LLl U-j L14 cl� cl� cl� cl� c� N N N N N Q C, O\l CI\ DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE N/A z w 5m a. O J W W W 0 > co W � W o � O � � U')wW � m � p Q O z z O Q 0 z O Q JOB NO. 44493 SHEET NO. C1.0 W6 cfrW_1z I GRASSPAVE2 Firelane Detail Use this detail for delineating a Grasspave2 firelane GRASSPAVE2 FIRELANE STRAPPING TAPE CONTAINS EITHER GRAVEL, NON -SHRINK MORTAR, CONCRETE ETC. FLUSH MOUNTED SOIL v MARKER WITH INTEGRATED OR REMOVABLE ANCHORS i I (BY OTHERS) r4�`9t.5 pyJ Y J oa, va' ° £.RO' 3 COMPACTED SAN GRASSPAVE2 FIRELANE GRAVELROADBA SHRUB MASS NOT TO SCALE GRASSPAVE2 FIRELANE PRECAST CONCRETE OR BRICK PAVER 6-8" ROUNDED COBBLES VE2 FIRELANE RAISED CONCRETE CURB, HEIGHT VARIES .crud 4 � '•c.a a4E'•� Zp ',`v°! u'b Vie.,; TF pl.a:3 _` -COMPACTED SANDY ` ~� FLUSH CONCRETE GRAVEL ROADBASE CURB ---------------------------------- ! �� FIRELANE 0 GRASSPAVE2 FIRELANE E fl ` - SURFACE MOUNTED LANDSCAPE BUILDING - UPLIGHT STREET BOLLARD/LIGHT FIXTURE t F I I I I I t I FIRELANE ---------------------------- �p Ptkit c ze• FIRELANE EDGE COMPACTED SANDY TREATMENT AREAS oypS3j GRAVEL ROADBASE _ �,' �v _ .. • � - NOTE: THIS DETAIL IS SCHEMATIC IN NATURE. DESIGNER SHALL SPECIFY SPACING AND DESIGN OF EDGE TREATMENTS. SPACING WILL VARY WITH TURF TYPE, SLOPE, FIRE DEPARTMRNT REQUIREMENTS, ETC.. AN G:So ,....' Invisible Structures, Inc. GP2Fireianel 1.dwg REINFORCED TURF DETAIL No Scale �9 a 4 4 c a TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. 303-233-8383 www.invisiblestructures.com V4.1 SHAPE T( CONTOUR OF PIPE 1.5" DIA. GALV. NOTES: 1. PROVIDE SHOP DRAWINGS FOR HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS 2. RAIL ON BUILDING SIDE OF RAMP TO 3'-0" BE MOUNTED TO BUILDING FACE. 4" MAX SL P AS SHOWN IN P'L a M12X li E I - MAX 6' „ CORE DRILL CONCR- , ` , ,., HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) ADA RAMP AND HANDRAIL DETAIL No Scale EXISTING PAVEMENT a SAWCUT THROUGH a EX. SURFACE w XCOURSE w W & REMOVE PAVEMENT 2' MIN. I 2„ + EXISTING PAVEMENT PROPOSED PAVEMENT MATCH EX, CROSS SLOPE UNLESS OTHERWISE SPECIFIED ON PLANS PROPOSED SURFACE COURSE MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE EDGE OF PAVEMENT AGGR. BASE NOTE: PROPOSED PAVEMENT MUST TIE IN WITH EXISTING PAVEMENT PAVEM E NT REPLACEMENT JOINT DETAIL No Scale 2f/2" 10 GAUGE OR 2E/2" 12 GAUGE 9/jr," HEXHEAD SQUARE TUBE SIGN POST • '�4" HEXHEAD 0 0 % -16 GRADE 8 SERRATED %2" - 13 GRADE 8 FLANGE NUT TORQUE FREE BOLT / (SEE NOTE 1) D 's UPPER SLIP BASE OR 1/2" - 13 GRADE 8 ---�•� B CAST IRON SLIP BASE I/4" X %" FILLET WELD - TORQUE FREE BOLT o WITH LOCKING WEDGE (SEE NOTE 1) (SEE DETAILS) o `�•``Q� 5/g"-13 USS FLAT WASHER HARDENED,TEFLON COATED 5/$"-13 USS FLAT WASHER WASHER SHIM %2" - 13 GRADE 8 LARGE -- 3/e" 16 x 31/2" GRADE 8 FLANGE NUT fI_ HARDENED, TEFLON COATED FLANGED SHOULDER BOLT I 'WASHER SHIM 5/a" FLAT WASHER /2" - 13 GRADE 8 LARGE FLANGE NUT MULTI -DIRECTIONAL COMBINATION STP-1 MAXIMUM STUJB HEIGHT !1/2" RECOMMENIDED HEIGHT) SLIP BASE BREAKAWAY PROFILE DETAIL IA ANCHOR/ SLIP BASE PLATE I I T SLOPE TO DRAIN TO INVERT (FOUNDATION B) OR OF OUTLET PIPE MULTI -DIRECTIONAL COMBINATION -/ A SECTION A -A, ANCHOR/ SLIP BASE PLATE SAIL N F (FOUNDATION C) s., n I 0.3125" R n SLIP BASE BREAKAWAY DETAIL G METHOD OF TREATNMENT IN DROP INLETS THICKNESS IS WALL � 6 9� 0 W 31/ 31 6 / 3„ 1.35" 3.6" ♦ n MATERIALS: TUBE RECEIVER - A n DE-3A, 3B, 3C CC- 12 NOTE: COMPONENTS OF CURB RAMPS CONSIST Of THE FOLLOWING: EXPANSION KEYED HYDRAULIC CEMENT SIDEWALK (DEPTH IN INCHES, AREA IN SQUARE YARDS) - FOR DETAILS OF INLET JOINT CQNST, BARS D r= APPROACI- CURB WHEN REQUIRED (CG-2 OR CG-3 IN LINEAR FEET) EXPANSION JOINT 3`-10" FRAME & COVER BACK OF SIDEWALK JOINT a.. GENERAL NOTES: DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) � SEE STANDARD IC-2. I� BAR G GUTTER EC 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BARS G 4„ 4" 2" 5. GUTTER BE SUMMARIZED FOR EACH CURB CUT RAMP. o0 2. DETECTABLE WARNING SHALL BE FROM THE MATERIALS APPROVED LIST FOR v, DETECTABLE WARNING SUFACES. PRODUCTS NOT LISTED SHALL MEET SIDEWALK RAMP 12:1 MAX �" 7 THE REQUIREMENTS OF THE SPECIAL PROVISION FOR CC-12 DETECTABLE 48:1 MAXBARS C 6"6"6" BARS B p w BAR G 2„ i SUBBASE WARNING SURFACE AND SHALL BE SUBMITTED TO THE STANDARDS AND AfiS F 0 E-- - _ HARDWARE SPECIAL DESIGN SECTION FOR APPROVAL. �( I a z z BARS F WEEPHOLE 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PO °' ! SEE NOTE; FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4 1 f1 1` �) I _ ' Q N a 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO g'�±_._ - 1 r� X t THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF 10:1 MAX ds w PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLA55 A-4, ao `. TYPE A 5. REQUIRED BARS ARE TO BE NO, 5 X 8" PLACED T CENTER TO CENTER ALONG STEPS,'SE BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM PERPENDICULAR 00 a ii II BAR F BAR A NOTE 5 CONCRETE COVER tt/2'. � �i`, c� 11 It BARS D GUTTER FACE OF CURB g 2, 8„ 181, E� \ \ CCONTROL JOINT CRACK CONTROL JOINT }= 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS i� t�"" \i, � \ \ 4'' " ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. �f �\i\% �4 ��` it . Q� 5' MIN 2'-0" PLAN 3'-0" SECTION ION A -A 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED �\»>G < �cp 12� --� 6' MIN. 6' MIN. BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER 12:1 MAX '`�o. ` AX, 10' MAX. AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY ��f� )'- A KEYED CQNST. JOINT CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, L-VARIABLE - MAX. 20' OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS 42�10" WARPED GUTTER AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT TYPE B 2 -° 8 2 -6 �■-- 8 3'a x 2 APPROACH BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE �I N I B z g RS A GUTTER HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS PARALLEL UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL w rl _ t ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED tAD USED BY PEDESTRIANS.<r(i\v:�1MAX18. RAMPS MA'f BE PLACED ON RADIAL OR TAPJGENTIAL SECTIONS PROVIDED THAT 1�B S G THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND rr - - 12:1 MAX �p i I. BARS F BARS E cv ° THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS -- -*- y j = I II -[T- 1 , P B Sp PERPENDICULAR TO THE CURB. F I1 (- I E II . TFI ! BARS E g MIN K T I.li1-1€ Ffl -E 3'" DIAMETER BARS B -=III_Il` TT - WEEP HOLE FRONT ELEVATION 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADII CANNOT -1 E T E 1T=�il'-��1=I � a c? � BARS F ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MIN T1 I-T� M I I' - - q :" ' I (CURTER REMOVED) TRAFFIC, REFER TO STANDARD CG-13, COMMERCIAL ENTRANCE (HEAVY 4' AT X , 2" HIGHER THAN 11/4 3 0" 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 SXtjq" BENT PLATE SECTION B-B THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 8„ 11. WHEN ONLY ONE CURS RAMP IS PROVIDED FOR TWO CROSSINGS (DIAGONAL), TYPE C `. °:, • . A 4'x WLANOING AREA SHALL BE PROVIDED TO MANEUVER A WHEELCHAIR PARALLEL & PERPENDICULAR R n•' •'o•' INTO THE CROSSWALK WITHOUT GOING INTO THE TRAVELWAY. THIS 4'x 4' TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. =` ;`.-;'. L2t/2"X2t/g"X1/q" MAY INCLUDE THE GUTTER PAN. LANDING AREA P A NCLU E E TRUNCATED DAME n • P " GALVANIZED 12, ALL CASES WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF � TYPE B NOSE DETAIL SHALL BE USED WITH GG-2 & CG-6 STANDARDS, TYPE A I 16"-2.4" C-C TYPE B /z" X 4" STUD SHEAR CONNECTOR WELDED CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE -� GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68° 30' TO ANGLE IRON AT 2` C C. WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE MATCH O O O O O O z CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS _MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO PAATCH THE BACK OF CURB. - 0 0 Q 0 0 0 0 0 0 0 Q 0 -� WELDED TO BENT PLATE AT 2'C-C, 2„ - 0 0 0 0 0 0 0 0 0 0 0 0 APPR, PAVEMENT LADING RAMP } c� 0 O 0 0 0 0 O O 0 O 0 0 O 0 0 o DI-3A L DI-38 L DI-3C L WARPED PAVEMENT 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0, I I 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 °.o o000oQo00000000------- - -` - , 50%-65% OF BASE DIAMETER � � I z TOP DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 I I ,FLOW FLOW FLOW -DETECTABLE WARNING ci AT BACK OF CURB I ( 0.9"-1.4" VARIABLE FULL WIDTH OF RAMP FLOOR } I DETAIL WHEN USED SEE NOTE 12; ��'�__- t ' BASE DIAMETER PAY LIMITS DETECTABLE WARNING TRUNCATED DOME FOR USE ON GRADES ADJACENT TO CURB INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING FOR USE IN SAGS WITHOUT GUTTER DETAIL BOTH SIDES TO BE SYMMETRICAL 1�/©�]")"' SPECIFICATION '`\/[][Q"]-' SPECIFICATION CG-12 DETECTABLE WARNING SURFACE REFERENCE STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS ROAD AND BRIDGE STANDARDS SHEET I OF 5 REVISION DATE (GENERAL NOTES) 105 SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE( MAXIMUM DEPTH (H) - 8' 233 07/15 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 203.05 1041,09 CG-12 : r D11-1 %2 SECTION CAST IRON--*-�-- I/2 SECTION STEEL NOTES A 5' MIN LUGS TO BE P-3Y2" L 2%2" x 2l2" x I/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON MAX. CAST 45 DOWELS, 8" LONG � PERMISSIBLE t� _ � _ CO LAR WITH � 10'-4" LONG PLANS. FOR DEPTH GREATER THAN 10` USE CONSTRUCTION 12:1 MAX. ~ AT 12" C-C ` 4' MIN a' STANDARD D1-1A 5` MIN. JOINT � - --� A _ _ A B _ B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS 12:1 MAXa z B -T - - � � T ! � WILL BE MEASURED FROM THE INVERT OF 12:1 -h9AX �, cy ri TL_ _ CAST k GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE �v �. IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE WITH DUFFER STRIP .r F-4 APPROXIMATE ONLY FOR ESTIMATING - - N 66 ± , WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS - OPTIONAL 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE BRACE RIBS 3 LBS ( TO COLLAR CONTRACTOR FROM FIELD CONDITIONS, RAMP RAMP 5' MIN , (SEE TABLE) A S THE (SEE TABLE) 12: LT INCLUDING INCLUDING 3' INVERTEN SISE TOEBEOSHAPED IM ACCORDANCE Mnx• N �� m, LUGS ICONNECTORS TRUNCATED DOMES 12:1 MAX, n I 4' MIN t WITH STANDARD IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS SEE SHEET I OF 5 FOR DETAILS s BI j „ 2,_7„ D� „ INCIDENTAL TO THE SHAPING IS TO BE 5' o' MN NNJ INCLUDED IN THE BID PRICE FOR THE SHAPE TO MATCH FAGS _ 4'"2" €f2" x 1�z,I X 41'J I �2" X 4" STRUCTURE. SHAPE ROADWAY CURB PLAN LUGS 1z„ glIle STUD SHEAR 4. IN THE EVENT THE INVERT OF THE La c CONNE -TORS OUTFACE PIPE IS HIGHER THAN THE BACK OF CURB 48 : 1 MAX. WITH BUFFER STRIP (GRATE REMOVED) BOTTOM OF THE STRUCTURE, THE INVERT 20:1 4g :1MAX. - { ' S'MW SEE DETAbt A OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT STANDING OR PONDING OF WATER IN THE 12:1 MAX, �~ =N SECTION B-B STRUCTURE. THE COST OF FURNISHING 1 2 MIN a AND PLACING ALL MATERIALS INCIDENTAL SECTION A -A h COLLAR DETAIL 1/2" MIN RAISED TO INLET SHAPING IS TO BE INCLUDED LETTERING IN THE BID PRICE FOR THE STRUCTURE. PERMISSIBLE Y� WITHOUT BUFFER STRIP 2�z„ 5. STEPS ARE TO BE PROVIDED WHEN H IS CONSTRUCTION q-• ¢ DIMENSIONS SET IONRON FOR YONL DUMP NO WASTE DRAINS TO WATERWAYS ST�DARDGREATER. FOR DETAILS SEE JOINT (A a • ° ° o a - DETAIL 6• N IN -PLACE. MAY BE PRECAST OR CAST- 1 DETAIL A - 2'-6" 7. #4 X 8" SMOOTH DOWELS AT CURB 4-2" HARDWARE -" SEE DETAIL APPROXIMATELY 12" C-C TO BE SECTION B - B -► f" ,_ „ CLOTH 1 '3' -,-I I PLACED IN ALL AREAS ADJACENT CROSSWALK 2 7 44" DEPTH AGGR_ ,...�,.._,....„,TO ABUTTING MPA. -- A 4' SQUARE LANDING AREA #68, #78 OR - SETTLEMENT. IN EU CONCRETE DOOWELS VENT OUTSIDE OF TRAVELWAY WWI w w p #8 x 6" WIDTH � A 2"X4" NOTCH MAY BE PROVIDED. CURB SHALL BE PROVIDED FOR n. 5: a 0 a ' N x D 0 0 `v SEE STANDARD T-DI-3, 4 FOR CROSSWALK PERPENDICULAR CROSSWALK n p . II IL '" 1, ALTERNATE DESIGN. NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, `` WITHIN THE MARKED _ _ _ p ,,b, v 3 DIAMETER SEE 'SHEET 1 OF 5. S' / �T�° CROSSWALK AREA- C4 0, io •t fl , -COLLAR WEEP HOLE HINE _TYPICAL PLACEMENT Y CURB SEE NOTE 8 N B. 3" DIAMETER WEEP HOLE WITH MESH " THE REQUIRED LENGTH OF A PARALLEL RAMP zz:zZ„ PLASTID HARDWARE CLOTH /q MESH 4' BUFFER STRIP 12 OR GALVANIZED STEEL WIRE, MINIMUM S LIMITED TO 15 FEET, REGARDLESS OF THE AT INTERSECTION 5`stDEwALK :- _ , „ „ „ WIRE DIAMETER 0.03", NUMBER 4 MESH SLOPE. - 12' -1b -18 OR 24 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 -\VDOT ROAD AND BRIDGE STANDARDS SHEET 3 OF 5 REVISION DATE 203A7 07/16 WITHIN CROSSWALK ' "" °p I? G] o u u u u u u u u TO DTHEROUTSIDE OFF ANCHORED CTTURE. LAUDING 48:1 MAX. DIAGONAL PLACEMENT c' N' "' M O SLOPE ' t' • n d . p 9. CAST IN PLACE CONCRETE IS TO BE LANDING 48:1 MAX. LANDING 48:1 MAX. '4 n o G1 • p CLASS A3 (3000 PSI). PRECAST SLOPE SLOPE o aae r vm¢• awe ra wA-as CONCRETE IS TO BE 4000 PSI, 5 CURB CURB SECTION A -A 11_ 1" ' ' •wj 2" 10. ANY HORAGE MEETING TTHE APPROVERNATE AL OF THDS OF E ENGINEER MIN y SEE DETAIL B o AX CROSSWALK �2) CONORETE QUANTITIES FOR MIN, DEPTH MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON. N MQx CROSSWALK �2:[ APPROXIMATE WEIGHT TM`'' Atox 112" CONCRETE PIPE - 1.440 CU. YD. CONCRETE 4ffHHHHWI „ „ 1/q I � �q CAST IRON 11. DUMP NO WASTE DRAINS TO WATERWAY - 115" CONCRETE PIPE - 1,528 CU, YD, CONCRETE �. GRATE 3153 ± 18 LBS LETTERING IS REQUIRED ON ALL DI-1 118" CONCRETE RIPE - 1.620 CU, YD. CONCRETc OR R s euRe f24" CONCRETE PIPE - 1,817 CU, YA. CONCRETE GRATES. LOCATION OF LETTERING MAY CONCRETE cuRB n � n SECTION C-C SECTION D-D VARY BY MANUFACTURER. WITH BUFFER STRIP 0 `ADD 0,4159 CU. YD, PER rADDITIONAL FOOT OF DEPTH. GRATE DETAIL WITHOUT BUFFER STRIP CC-12 DETECTABLE WARNING SURFACE SPECIFICATION ,VD T STANDARD DROP INLET SPECIFICATION REFERENCE REFERENCE ROAD AND. BRIDGE STANDARDS TYPE B (PARALLEL) APPLICATION 105 SHEET 1 OF 1 REVISION DATE 12" - 2�" PIPE: MAXIMUM DEPTH tH) - 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 1044 01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 HALF PLAN VIEW MH-1 MAX.'-0" L� -MAX. GRIPPING RAIL SEE ROAD PLANS I'�-- ----- `I ' FOR RETAINING HR-I 4'-8"+ (2 x WALL THICKNES j{ 4'/2" D.C. �q" NPS PIPE PICKET WALL DETAILS. '� k`4E/a" D.C. 5/}" SOLID PICKET MAX. 6'-0" MAX, 6'-0" I %2" DIA, SOLID STEEL SMOOTH _O„ ROUND ROD (TYP.) OR I 1" STANDARD PIPE. d- `D GROUNDING ELECTRODE r RAIL EXPANSION JOINTS AT 1' ANCHOR INTERVALS NOT EXCEEDING 3" MAX. BOLTS 4" 0. C. SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. ' _ 30 FEEIT. (TYP•) NOTE B I ` ___ B POSTS : 2" PAIN. NPS (2.375" O.D.) SCHEDULE 80 PIPE 12" STANDARD MH-1 , RE'TNNNG WALL RAILS : 2" MEN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE TOP OF MASONRY IS TO BE LEFT I 1 I t'; EXIPANSION JOINT -fir PICKETS ' %" MIN NPS (105" 0 D ) SCHEDULE 40 PIPE MIN ADJUSTMENT♦ • • • •1 • f- OR •- • BY THE ENGINEER. �ri�irrlrrrr mw mmm FLAT SLAB TOP AS DETAILED //i/.�sel•� • STANDARD T-MH-2 MAY BY 9111mm SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED BY ENGINEER. mmmmm 'iin,Iw��lw■ %///Ir��r�r�■ [• BEVEL 459 o���■ • �•--rr•rl�nrllrr NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH , 3" x 3" x 7 GAUGE F "' o THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED , SLOPE TO DRAIN RADEA8 TUBE ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF , TO INVERT OF 6., ri C STRUCTURE. OUTLET PIPE PLATE - ASTM s�6„ R in n A572 GRADE 50 (TYP.) L I-T R MULTI -DIRECTIONAL T w RED 0 QUE MUL BOLT ON SAE1035 STEEL MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED r 0 w IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING, ° - W FORGING SLIP BASE TOP FOR 21/2" SQUARE POST WITH t- DETAILED HEREON IS TO CONSIST OF A E SHARING AS ET THE INVERT MIX CONFORMING TO CLASS A3 OR CAST IRON LOCKING WEDGE PORTLAND CEMENT CONCRETE k 1 THAT 25 OF COARSE AGGREGATE MA Y BE l CLASS G1 EXC EPT HA '1 DIAMETER AND CONSIST OF STONE BROKEN BRICK UP TO 4 IN DAME , 1� /e BROKEN CONCRETE OR BROKEN CONCRETE BLOCK, THE SURFACE � �<;-%>;�;�;•, '=�`� )'4" HEX > SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I �:•' • TOP POST RECEIVER/ HEAD 4" y4 OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED, A FOR 21�2" SQUARE POST DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE ~ -` 1 - PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED - -- a , INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET NOTES: CONFIGURATION AND FLOW LINES. � 4 I "I& SECTION B-B 1. TIGHTEN THE TORQUE FREE BOLT USING THE LARGER -Y/4" HEX HEAD, HEAD EX /2 13 THREADS 1�a 3/4 PLAN THEN LOOSEN THE BOLTS BY THREE COMPLETE TURNS USING THE 3/4" METHOD OF TREATMENT IN MANHOLES HEX HEAD, RETIGTTE /sACHETORQUE O aD BOLT USING OFF, THE SMALLER 9/;" TORQUE FREE: MATCH PLATE HARDWARE ''�,VGOIT' STANDARD METHOD OF SHAPING SPECIFICATION SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ONPOST FILE IN THE CENTRAL OFFICE, �VDO-F REFERENCE REFERENCE SQUARE TUBE SIGN ROAD AND BRIDGE STANDARDS LOAD AND BRIDGE STANDARDS M AN H 0 L E & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 700 FOUNDATION TYPE B AND C DETAILS REVISION DATE SHEET % OF 12 10608 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION NEW 01/15 1321.16 I��i1•■ • • ■ • r r • OR 5/g" MIN. SOLID STEEL SMOOTH ROUND ROD 3" MAX. HR-1 TYPE II PEDESTRIAN RAILING ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) SEE ROAIDWAY PLANS OR TYPICCAL SECTIONS 2" min. 12" FOR DISTTANCE TO 11/2" NPS SCHEDULE 40 PIPE MIN CONCRETE STEPS SIDEWALKS OR SHARED GRIPPING RAIL POSTS,: 1'/2" MIN. NPS (1.9Q" O.D.) SCHEDULE aD PIPE USE PATH-1. GROUNDING RAILS : 1/2" MIN. NPS (1.90" O.D.) SCHEDULE -40 PIPE 12" 21/4" min ELECTRODE-- HR-1 TYPE I HANDRAIL �MIN.1 (FOR USE ALONG STEPS) SOLID STEEL I1. THE C HALF SECTION A -A SMOOTH ROUND ROD 1. THE CTS OF A SHALL SUBMIT DRAWINGS DETAILING RAILING, ASPECTS OF FABRICATION AND INSTALLATION OF RAILING, (WITH FRAME AND COVER REMOVED) CONCRETEE FOOTING TO ,\ INCLUDING CONCRETE FOUNDATIONS FOR APPROVAL BY THE BRICK CONCRETE BE DESIGNED BASED ON GRIPPING RAIL DETAIL ENGINEER PRIOR TO INSTALLATION. SHOP DRAWINGS SHALL SOIL CONGDITIONS. 12" 'ANCHOR BOLTS (FOR USE ALONG SIDEWALKS AND RAMPS) BE SIGNED AND SEALED BY A PROFFESSIONAL ENGINEER, PAIN- 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 NOTES. EARTH FOUNDATION DETAIL RAIL°WILCLRBETER INCIDENTA€� TOTHEPERCENT. COST OF TO GRIPPING ACCORDANCE WITH THE CURRENT A UNIFORM COATING ONA©LL SURFACES VENTINGIDGE SPECIFICATIONS. 1. QUANTITIES SHOWN ARE FOR MANHOLE (FOR USE WITH TYPE II& 111RAILINGS) THE RAILING. DRAINAGE HOLES FOR GALVANIZING SHALL BE INCLUDED IN THE WITHOUT PIPES. THE AMOUNT DISPLACED SHOP DRAWINGS. T BY PIPES MUST BE DEDUCTED TO 3 ALL FASTENERS SHALL BEN ACCORDANCE WITH ASTM A307 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 OJ85 1.699 6 a.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 I 3.009 11 5 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 0.970 5.265 17 4.0 1 1.173 6.032 INCREMENT 0.45 - 0.582 OBTAIN TRUE QUANTITIES. ASTM A563, AND ASTM F844. ALL ANCHOR BOLTS SHALL BE 'IN 2. A BASE THICKNESS OF 9" WAS USED IN MAX. 6'-O"_____+ MAX.6'-0" SEE ROAD PLANS ACCORDANCE WITH AASHTO M314, GRADE 36. COMPUTING- CONCRETE QUANTITIES. 4V2" O.C. Y4" NPS PIPE PICKET 4" FOR RETAINING 4. A CHEMICAL ANCHOR SYSTEM FROMVDOT`S APPROVED MATERIAL „ 5 ", SOt_ID PICKET 4/e O.C./8 4" WALL DETAILS. LIST MAY BE USED IN LIEU OF CAST IN PLACE ANCHORS AND SHALL 3.INCREMENTS TO BE ADDED FOR EACH BE INCLUDED IN THE SHOP DRAWINGS, ADDITIONAL FOOT OF DEPTH. 5. POSTS SHALL BE MITERED TO MATCH GRADE OF RAMPS, SIDEWALKS, AND STEPS. 4. MATERIALS MAY BE BRICK, CONCRETE OR I I I 6. HANDRAILS SHALL MATCH GRADE OF RAMPS SIDEWALKS AND STEPS. APPROVED CONCRETE MANHOLE BLOCK. I UMB. 7 ALL POSTS AND PICKETSTS SHALL BE SET PLUMB. 5,117 T BLOCKS ARE USED HE MINIMUM THICKNESS OF SAME IS TO BE 5". I uz 8. RAILINGS SHALL BE GROUNDED AND EFFECTIVELY BONDED. OTHER THICKNESSES ARE TO CONFORM I I I I GROUNDING MATERIALS INSTALLATION TO BE IN ACCORDANCE TO WALL THICKNESS SHOWN FOR WITH ST'D. FE-6. CONCRETE. I 9. COMMERCIALLY AVAILABLE RAILING SYSTEMS MAY BE USED IN LIEU I I I OF DESIGNING AND FABRICATING THE RAILING, DOCUMENTATION FROM B ALL CONCRETE TO BE CLASS A3. ANCHOR THE MANUFACTURER VERIFYING THAT PROJECT REQUIREMENTS ARE RAIL EXPPANSIQN JOINTS AT 1 BOLTS MET WITH THE RAILING SYSTEM SHALL BE SUBMITTED WITH THE 7. WHEN SPECIFIED ON PLANS THE INTERVAILS NOT EXCEEDING -3" MAX. INSTALLATION DRAWINGS AND APPROVED BY THE ENGINEER IN INVERT IS TO BE SHAPED IN 30 FEETF. ACCORDANCE WITH NOTE 1. ACCORDANCE WITH STANDARD IS-1. 1'-3" POSTS :2" MN. NPS (2.375" ❑.D,) SCHEDULE 80 PIPE 1O. HANDRAIL TO BE IN ACCORDANCE WITH THE LATEST EDITION OF THE COST OF FURNISHING AND PLACING RETAINING WALL RAILS .2" MIN. NPS (2.375" O.D.) SCHEDULE 40 PIPE THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE. ALL MATERIALS INCIDENTAL TO THE EX(PANSiON JOINT PICKETS : 3/4" MIN. NPS (1,05" O.D.) SCHEDULE 4O PIPE 11, THIS HANDRAIL IS TO BE USED ONLY AS A PROTECTION FOR SHAPING IS TO BE INCLUDED IN THE BID OR %" MIN. SOLID STEEL SMOOTH ROUND ROD GROUNDING PEDESTRIANS AND SHOULD NOT BE PLACED IN ANY LOCATION PRICE FOR THE STRUCTURE. ELECTRODE WHERE IT MIGHT BE SUBJECT TO ANY VEHICULAR IMPACT. HR-1 TYPE Ill BICYCLE RAILING FOR VEHICULAR PROTECTION STANDARD GUARDRAIL SHOULD (FOR USE ALONG SHARED USE PATHS) BE USED. i SPECIFICATION \'V=T SPECIFICATION A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS ON FILE IN THE CENTRAL OFFICE. XVD0""I'" ROAD AND BRIDGE STANDARDS REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS REFERENCE STANDARD HANDRAIL ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 1° a METHOD O F LOCATING AND ERECTING REVISION GATE SHEET 1 OF 1 106.01 504 VIRGINIA DEPARTMENT OF TRANSPORTATION 7/11 601.05 m E CD N VO N >E W E V) W V) LL W 0 O QLA.JUOmo Z U W W W 0 a> C:) a O O z W E � 0�W o U)= �N z pUODU U m V 'Q U') O Q a 0 Or�-1 -� Q oo W Q � U) � F- a, O C)U U U U Q q Vi �444w, a (A V) (n V) V) 0 0 0000 0 ~~�titi ti Ur ti ti ti '`-t F'••1 0 W W W W W 0 I- LLJ W `� O U p \\c), < \\ CO O1 r'•I �" o Z 0 H DATE 0 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY S C. KOTARSKI • SCALE N/A i z W r) o C ON .N WC a) 0 0 W W O WQ C t>3 F-i o 3 O N N Q W o V ,n/ C N ( a � W z � W a >0 L+ Uoo W 0 O �0 U Q ' ^ 2 0 W 00 U) Q �z �o z E " z a) >= O t6 � 0 0 C: :D o Z Z O Q x x ~ a)v- O z T� �0 :3 O O 0 y 0 � U) U � U C � O a) N O W O C � QJ O E � E U � O v a t0 JOB NO. 0 � U 44493 CULO �_ =Q U SHEET NO. a 0 C1. I � E t-- - VC r �/ 4„ METAL INSPECTION FRAME W/SOLID UD ` EXPANSION JOINT WITH EXIST GRAD TOP OF CURB R_-2 ' (NEENAH R-1975 OR EQUIVALENT) PREMOLDED EXPANSION 1/4" SEALANT 3" CONCRETE COLLAR FILLER, ZIP STRIP OR NON -SLIP BROOM FINISH \/\/\ � :'. • - '' ��. EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 CRUSHED STONE BEDDING SILICONE SEALANT „-02 6 DI CLEAIVOUT 1 a: 10" 3,000 PSI AIR ENTRAINED PORTLAND // / / ........ -. 6110121 , e -e. .4 CEMENT CONCRETE - 18 \ \\ \ :: ` PL UG A T END BASE'` o 9 0 0 0 6" TYPE 21A STONE COVER OFL/NE ly,° a . 4. COMPACTED SUBGRADE (CBR 11.2) C LEAN O UT DETAIL // // / o E No Scale \ \ \ 4 _ VDOT A-3 CONCRETE �' o < c - - _ c 4 cn SUBBASES ¢ o DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS <- c r < < < > E SIGNAGE NOTES: W v CONTINUE 21 B STONE BASE ¢ 3 w HEAVY DUTY CONCRETE SECTION 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH FROM ADJACENT PAVEMENT o U. � THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY SECTION UNDER CURB � W = No Scale REVISION THERE TO: w U � zo W W A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. VDOT STANDARD CG-2 CURB ~ °' aN ~ z o 0 B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC No Scale '�' a M a- z v v CONTROL DEVICES. c x w w � � SIGN C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE J ¢ w oZS arc � - o Z o 0 SPECIFICATIONS. o a � STD. U POST D. THE 2000 INTERNATIONAL FIRE CODE. = a) GALVANIZED 2" R ~ � � o q 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE 411—,_ o � V) s M M FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER a M C Q C6 C6 CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN CONC CURB AND GUTTER CLASS 3A, Q Q Q NOTE 1 ABOVE. / (f'c=3 000 PSI) CONCRETE 00 J Q Z) � v� cra j „ � � � j OO OO Q Q 6 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND \/1 4 4 1";1' w w w w w 6 INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND �/ a a 4 � � INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. 13" \/ . 4 �a a Z '� z Z REFER TO VDOT STD STP-1 DETAIL / 4 Q 7" o O O o O O a 4 4 v � 4 Q Q _ = M M ti M ti FOR MOUNTING REQUIREMENTS a W W W W W SOLID WHITE LINE 24 a a � 14 4 4 0 = (TYP.) o o �7iTllT/7�TC1 TTl�l/T/7TSTOP v _ v j o v v a v 0 O O O *-► 4" MIN. � o � � v � � o � � > w ���� Lu STD. (VARIES)-r-6"-- --6"-- 2'-0" z I I I I I I I (- R1-1 0 CONTINUE 21 B STONE U) DATE COMPACTED BASE FROM ADJACENT > SIGN AND POST DETAIL NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL SUBGRADE PAVEMENT SECTION � 112112020 No Scale HIGH INTENSITY SHEETING NO SCALE UNDER CURB DRAWN BY FED FEA. FONTAINE PARKING PAM SOLID WHITE LINE VDOT STANDARD CG-6 CURB & GUTTER DESIGNED BY ," No Scale 2 R � A. FONTAINE TOP OF CURB 211, 5 11 1" R 6' 2"' ASPHALTIC CONCRETE SURFACE CHECKED BY . > COURSE - SM-9.5A , C. KOTARSKI DEPTH O F CURB MAY B E ' • `` 3 4" P�Ti PE�IALTi THE • , i $ 00 � K SCALE .DA MINIMUM OF 13" AND A ..... o 0 00 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE MAXIMUM OF 19" a • : �' . , SU R.FACE TOW AWAY Z0(f TOW AWAY ZO(� • , 2' IyI- 2' o�J ot�JatJoc,>o o NSA • •. 1 1 16" .. A 1> BASE 6 ABOVE VAN ACCE&9�.E 6 ABOVE VDOTA-3 CONCRETE '.: FINISHED FINISHED STRIPING AND SIGNAGE DETAIL COMPACTED SUBGRADE D • GRADE GRADE (PER GEOTECHNICAL REPORT) Z a. No Scale W - ''• - � SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1 ) R-7-8 SIGN AT EACH PARKING DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS 4" MIN. SUBBASE SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) .....................' CONTINUE STONE BASE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL t FROM ADJACENT PAVEMENT 12" MIN SECTION UNDER CURB I---6" ..�. 7" BE PLACED ON STEEL POST 1-112" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. (TYP.) t 1.5 DIAGALV. LIGHT DUTY ASPHALT PAVEMENT SECTION O 9 VDOT STANDARD CG-3 CURB VA. SIGN FOR THE DISABLED ON 0.80 GAUGE RAIL (TYP.) No Scale .. `.ems.. ' ' I •f No Scale ALUMINUM. COLORS: GREEN BORDER & W Y' a LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, 21-1011 2" ASPHALTIC CONCRETE SURFACE W RITE BACKGROUND. EXP. (TYP.) ---�" s 2'-10", JOINT: : :.:.... COURSE - SM-9.5A a PARKING SIGNS FOR THE DISABLED FINISHED 3" INTERMEDIATE BASE COURSE - BM25.OA 0 f ��--� No Scale 12 MIN _ GRADE 0 0 0 0 0 0 0 (TYP.) W L OVERLAP 6" TYPE 21-B AGGREGATE 12" o 0 0 0 � � � L FABRIC 8" MIN. o BASE COURSE (TYP.) o o � � o � 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE CONCRETE BUMPER BLOCK H CONCRETE BUMPER BLOCK COMPACTED SUBGRADE ANCHOR WITH 5/8" REBAR AS NOTED ON C4.0 & C4.1 // C� s 8T\/,�\/ , / \ \�\/�\�\ IMBEDDED 24" I N GROUND HANDICAP SIGN 1 /2" R Q LOCATION VAN (MAX.) ° \ \ \ \ \ \ \ ` c VDOT #57 �' '�\'� FILTER FABRIC WRAP ( ) e v o 12" MIRAFI 140N OR EQUIV. HANDICAP SIGN a 5„ 1 -4 COMPACTED SUBGRADE — STONE8 -- 4 (PER GEOTECHNICAL REPORT) Q 4" DIA. PERFORATED LOCATION (TYP.) FINISHED 4 a- � R _ ..,_. GRADEUJ k6iFFF - �F 4 4 4 l h;44F4 t t, I- R PVC PIPE F 3VF 4F „ , E,;�S,F F ;VF,Fst4474F{F4FF " , I I , EXP. a CONCRETE }4 444 4}44k4 4 .44t4 kl}} F 11� 4t444t4k4 4 4 F 4;4 q 4 o o { {f F FFFF { 144�4 4F4 444 I 4f444y {4 2 2 2 �owT ; ° , ,`4IS}}} Ilkfk { DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS 4 f444�ykk E444F F y }{ tl It }{{{ 4{} t { r4 4 W C „ 4t444.4:44 FF . r4��if Fkl.ijl<tih!$1111{44, L a 46. . #3 REBAR (12 O.C.) > U Q c EOP FACE OF 1 /8' WASH a CURB I +- 5" # 57 STONE O —� s a o DENOTES GRAVEL SECTION ON PLANS 4 HEAVY DUTY ASPHALT PAVEMENT SECTION v n v PAINTED PER ° ° 18' 18' a a a e 0 8"" U Uduo Scale y --4"" VDOT 4„ � � � W GRAVEL SECTION SPEC. PAINTED 4 I"-'� J a a 2 #5 REBARS, BOTTOM CONTINUOUS, Q O STRIPE 1'-0" I � .' a. ° . 4 ( ) No Scale TYPICAL i 3 ,. a LAP 2'-2" AT SPLICES NOTES: 9' ( ) z 8'5' 8' 8' 8' „ I I 3"" 1. FINE BROOM FINISH ALL STAIRS. COMPACTED SUBGRADE 2. RAIL ON BOTH SIDES OF STEPS (IF NOTED) NON -SLIP BROOM FINISH TYPICAL VAN 1 -4 3. SEE PLAN FOR RISER HEIGHT 4" DIAMETER STEEL ACCESSIBLE ACCESSIBLE Z PIPE FILLED WITH CONCRETE. BOLLARD HANDICAP SPACES REGULAR SPACE O SHALL BE PAINTED TYPICAL PARKING SPACE DETAILS MAX. CROSS WIDTH' 2% ~ cc YELLOW EXTERIOR STAIRS WITH HANDRAIL RAI L No Scale No Scale _ �xe PAVEMENT - 2 FROM EP ��\ <- <- \/\ 1.5 -2 BITUMINOUS CONCRETE SURFACE COURSE SM-9.5A0 i\ \/ z 7-1/2 6 LENGTH :° 2'-0" DIAMETER 4" 3,000 PSI AIR -ENTRAINED CONC. FOOTING 4 CONCRETE O 5"' COMPACTED SUBGRADE 4" TYPE 21 B STONE COVER H C MP :4 EP EXISTING AGGREGATE BASE 4 -a a O` O O O O O 1 O Q ANCHOR WITH 5/8" REBAR � � IMBEDDED 24 IN GROUND; `/ \�1• COMPACTED SUBGRADE 0 2 PER WHEEL STOP ° MILL AND OVERLAY SEQUENCE: DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS a. REMOVE EXISTING ASPHALT. COMPACT AND 75 ROLL TEST EXISTING BASE COURSE. THEN PLACE /�` '`/` : 'o ; NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN JOB No. ra. NEW ASPHALT SURFACE. ACCORDANCE WITH VDOT STANDARDS. 44493 SHEET NO. BOLLARD DETAIL CURB TRANSITION DETAIL MILL AND OVERLAY PAVEMENT SECTION PRECAST CONCRETE WHEEL STOP CONCRETE SIDEWALK PAVEMENT SECTION C1.2 No Scale No Scale No Scale No Scale No Scale Vt df �1)qa {i.. f t essf. A:: ,. , y ,.. [� ,_,t,. ':.•,.. ,p"� @;, lam. �y/y , .. ., -�,... :.' .. ..... ....... :, ': [ .... r. .:. :....... :: ... ..s"++ .... t� �FV s1Ct; li�:4-rt•: r�( R ..., .... ....... .. ..... ..:. n- ...: ... ..... .. .: ., ..... ;: - . ...: :. ,., :.:.... � .. .... ... I . I F.' .f:.:. i:F r:l.l.: il'r4'.I'!':rrvl rl•: .! €r � r F - � .., ,-. ..._ .... :• .: : .,.... ::: .. .... :.:. .. .. ...... .. ... ,:: i ... .:. ...:.. .. . r.. 2...r... ..,. ,...' p�t y.f I I/ � r• *� 3 3 f F Y f 1 fy, t ! { { }�: f f 4 t •... ..... :...: ._. .:� :r. '`t .: .. .. .x,� .�:. ..: �-: 1'. lf.il.,.. I' '.r::,o:i'ri'r;r Yi' tll'rl, Vft: ,+{.4.; 1. Ifl .. -. ...... ... .: :.� ...... _..., .. ........ .... .. .:.... ..;: .. � i .3,,.E £a .. .. �:. .. ... ,.r: 1. .II f �w rt I 4 Y I: 33 1 a� VIri.ie l» (!r , ............! f FI S l i Y f f f 3a3 i4 ! s ,3 � a s I a f 4 r t 3' 3 : ..: •:. : ',.,. ... .... , ..... J ... :,:� :.., ...... ,,.:.: .w �:,.,:. :i: 4'3. 3'. .. i ::.�, .. r. ,...f ...: p qp/w q� ft ..V t! f.f If :..' ... ... :. ,. ::,.. ;*rs. ... �""`:" Fr . . �. �;::: .: '.... .... 3. 3'�::3 ...?•r .....:... ...... ,. r. :. .. � .:. ,. -;•».:.,...'.,:i:::;,.....,iirfi•"'':s'i'C l l ......... .. ... flee' ... ... ....... ...... .. ..M+. .... ... :, .'. '.' ..... .. ... .. ... 4'!' :'t:':'it:. ,I SI. ,4 L_. .._ .. .. ..-.... ... , :: ....,.. i, ,. ,... ..__ -. £� "4�. I,t. t I .t I IF;,''f';:F •f��� ,_ ... , . _ .._.. ,4, ,�, ... , .. _ ..__.. .:. , _..::: ,. 3>s. s'T4s'. 3j �:' �' � ,:•::. 1, r , � ,u.r „f� � , i st . . ... .. ,.•:� :.... ^jna.:,. ..>.:`;5�',ry,. :':.:: .:... ... ..: .3 ':�"",^"; ^.'!T,^.n^ySL..> l fl' fr t. ,h •I a sa' 3 :. �,.. is: fll;.;ttta•.r.r%,,:.,n. •,i':•.! isxc) a 33d 3 � �• .3 3 [� a 33 {' a g a r ! t� : ,,, 3,ry ^'". ., .:.. '�: ... , 1,�3 S.�S'.. • 6f r r i t t t 1 t. °i t c•. };, r x, .. ,�3 � �.� /' �:. :.t. 1: Ir,l ':•, +... ,.: l' '. til,Frf.l r ". ' .r ,I r. ' ... ... ;- .: , , : :,!:, :,.: rs ...� ,.... .::.� 1 '. ..... •:. :..'.. .::13 '� . of _. ... :. .r .. , ,... .. .. _..,... d �.,i.� ..........:..... :.. ...... .....-�,:::,. ..... .,...,....-. .,.,.._......«._..,,.......,.,. ....r,:aak%$„a.:,ava. a.:;,2,3n..,. !• ,f` .,� .,. .. ... ...''®" +.dl GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL r u a,?4" IN all INITIAL BACKFILL 8 24' 1N 8 MIN MIN. MIN. MIN. 6" BEDDING r. #68 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION 4' 1 INITIAL BACKFILL MI UNSTABLE a" a" a" ar, SOIL _ MI MIN. MIN MIN, RANULAR FILL AS #68 STONE :.=��_,, s�•:�'"r: G=,�=;�; ��,,. ; APPROVED BY ACSA ST I �CK' STABLE SOIL OR ROC\ NOTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2r. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS,, 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5, BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NITS FIG. W-2 G TD-2 1. 45. Max L m 45' ma PLUG I 2 i 'I T 1 1 E O E FITTINGS FOR L BENDS FOR TE R WY F T F ALL N E TRENCH TO WIDEN EN H ACCOMMODATE AN CHOR IF REQUIRED. \, 78-00ING AS ! *; .� it .i REQUIRED II di \� ' • \•. SECTION 2�--2 LUGS VOL. CU.Y0. PIPE DEGREE BEND DIMENSIONS VOL. TEE AND P SIZE OF (FEET) CU.YD, (FEET) BEND L H T L H T 90 2.50 2.50 3.01 0.24 4„ & 6" 45 221/2 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 all 45 221/2 2.66 1.6E 2.66 2.16 2,77 2.69 0.26 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 1O" & 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 SHALT. BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUS'f BLOCKS. CONCRETE THRUST BLOCKS FIG. W 3 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES- VIL.LE THREADS WHICH IS dTHE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' P. (270') 18"-22" VALVE BOX 7 CU, FT. #68 STONE 42"MIN �'`•, 6" GATE `' • VALVE 0 TEE 6" 2500 P.S.I. CONCRETE SASE AND THRUST 5 . • :; �' 4`F4� por BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE, 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE, FIRE HYDRANT AND VALVE BOX, 4, THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH, IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N,T.S, FIG. W-4 TD-'8 PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS a AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE -� TRAFFIC RATE D ADJUSTABLE V / LID VAL VE I�Ox r M.J. GATE VALVE WATER LINE Ip $ Lj I _•I 2500 P.S.I. CONCRETE Q 2`x 2' BEARING AREA. THRUST BLOCK 4 -A q Q' NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W--5 TD-3 TD--9 - FOR BENDS 8" & SMALLER USE STRAP ON BEND WITH ANCHOR BOLT ON CENTER LINE OF BEND, USE BRACING STRAPS - FOR BENDS 10" THROUGH 12" ON ALL PIPE SIZES USE 2 STRAPS ON BENDS ADJACENT TO BELLS. -- FOR 18" BEND USE 3 STRAPS D ` AS SHOWN, j 4 BARS ® 12" ON CENTERI FOR 12 BENDS & LARGER^ B `1 CONCRETE CLASS B ELEVATION PAINT ALL EXPOSED STEEL WITH 2 COATS OF BITUMINOUS PAINT, BEND PIPE SIZE A B C D E F 4" - 6" 1'-9" 2'�3" 2'-s" V-2 2'-0" 1 1/4" 8" 2'--3 3'-0 2'-6" 1' 6 2'-6" 1 t 4" 11 1/4' 10" 2'•-•9 S-9" 2'-6' 2'--0 V-0" 2" 12" 3'-0 4'-3' 3'-0" 2'-•3" 3''-6" 2" 18" 3'-8" 5' 6" 3'-3' 3'-0" 4'-6" 2 1/2" 4" - 6" 2'--6" 3'-a 2'-6" 1'-B 2'-8" 1 1 4" 8" S-0 4'-3" 2'-6" 2'-8" S-•3" -2" 22 1/2' 10" N-3" 5'-0 3'-0' 2'-9" N-9" 2' 12' 3'•-9' 6'-•3 3'-0 3'-B" 4'--3 2" 18" 6'-0 7'-6 3'-3" 4'-C' 5'-8 2 1/2" 4" 8" X-0" 6'-0 3'-0" 8" N-6" 6'-6 3'-0' 3'-8" S-9" 2 1/4" 45' 10" 4'-6" T- 6 3'-0" 4'-3" 5'-0" 2 1 4" 12' 5'-3 9' A 3'-3" 5'--0 5'-•9" 2 1/2" 18' 6'--6 11'-0 S-9" 6'-0 7''-3' 2 1/2" WIDTH = DIM. "F" THICKNESS OF FILLET WELD STRAP = 1/4" ST } �1UT �4" THICK 3" THREAD ELATE WASHER 1 NOMINAL INSIDE '� 3 4" ANCHOR DIAMETER EXTRA BOLTS STRONG STEEL PIPE #4 BARS 0 12" IPE BELL CENTER FO 12" CONCRETE 12' BENDS & CLASS "B" LARGER C CHART FOR UPPER SECTION VERTICAL BLOCKING NOTE: STANDARD 90' HOOK ON END OF ANCHOR BOLTS TO FACE CENTER OF BLOCKS. CONCRETE BLOCKING FOR UPPER VERTICAL BENDS N.T.S. FIG. W--3A TD-4 CRIMP AND ROLL END OF COPPER PIPING 42" MIN. REMAINING COPPER PIPE TO BE VERTICAL 24" MIN. SHUT-OFF CORPORATION STOP TYPICAL SERVICE TAP ABANDONMENT NTS FIG. W_61I t" car�Pi;Essaar� x..�j�' Mht,� aloe cqu.pi,lt�W oR ',�Pxau�,o �auAl+: SOFT:COPPER FAR ,11SE art ATTACNi;R SlHc>i.� PAMI€,Y RESIi]EN.TiAL' SERVICES f7(t.,DUAL :RESiAEN1iAt :; C.14 {yND If{RICA tom sER au _:Al A.f EE a � a NQT� TEo t�rslrlcs. 2 DUAL SERVICE, r, 2' 1 rtoMPi;sslaN x �a^ MAtr P cAUPiartc .x; sat:r cAi=piti ,0 ._ �4$ U$6 ,QN DETAf.�iE13 Sj1yGL-r~ PAi�IkY..: FjESlaEN1lAL &�YlCi1 }5t{ERF� AM lRRiGt+<R0�1 MAR IS; hlAT PFt4Y1UE1?,, SfNGLE SERVICE> i�aTE ,.. ., i) aApDLES 5HAtL H> Ot O,. DN PYG; PIP< ,, , tl FNVISH,ZnD GIjAD,E '- IOCt(WtJ1G yR W iNEET Otl'iT..E<T) 38 M1N ;CWPERSETTER. GC7i3Pt1RAiioNBRlG1( ,i �'<'3'S•�'f''Sf�- ,n Nt �'x.`.�afi . . $AI1tYs +!? QUSXIffi ,..: :BOX hNff SETTER (2, fNCN SyS�t iF�IET: t 'r4 Y rY :. SONG STON�:PQCKEI YDAT M!NIM[1M THICf(NaS} < i•?"mt�. �r..;S +a r: a r task' SPEC 203 S7C{CftEfs{tTE. r ,IIO TYPICAL SE"R'V(CE lr:.AT,R,A;�. i N T,�� LA�I Q . / 8'j";ETE1' } I�fTS FIb YY 'F7A COVER LIFT NOTCH 12 3/8" WATER IRON LID CAST R N NOTES: (1) A 1--3/4" DIAMETER HOLE IS REQUIRED IN THE LID FOR', TOUCH READ METERS. TYPICAL METER 80>�CES (5/8„_l 11 METERS) NTS FIG. W-7 TD-13 METER SIZE DIMENSION A DIMEINSION IB DIMENSION C 1 1/2, 311' 5" 0" 318' 5.00, a'a' 3` 5' IN, 0` N ' 4' 5' MIN. 12, MIN. GREATER THAN 4 PROPOSALS WILL BE SUBMITTED, DOOR HINGES - _ --_-.-.-.-.� I i l � 1 I I I i I I I LIFT HANDLE L., ---------------- TYPICAL METER VAUL1 N.T,S, FIGW-7A TD-I4 SIDE VIEW REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION „ 24 MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED D OR APPROVED B Y HAND SPRING LINE MECHANICAL TAMPER OF PIPE NAUNCHING N 0. 68 STONE -- - -- BEDDING 6" max „ 4 min FOUNDATION (SHALL BE WHEN S01_ REQUIREDH CONDITIONS ARE UNSTABLE ALL PIPE } NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21 A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH ,75' DIAMETER DRILLED IDLE FOR TOUCH READ !NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH ?4' X 36' ALUMINUM ACCESS HATCH NTS FIG. S-3 TD-34 ` E E E M� E o � N V)so p N Ear n, zo F: Nw,� NNA 0 E6 W �a I.., CA: E a E E 4d N, f� aE to 0 v E Mf N E ODE E ut vOo � o 0 a 0 nE of ', 4E a itE •t E QE u> fl W rto ; r` a W �� (0 N w '` � M o; w N ¢ u. Q 4 TYPICAL. MANHOLE FRAME & COVER N.T.8 FIG S+D 1 U- 31 m E 0 N o N L4 c o > Lu uj Q U. o LL LuO O J U 00 z U W W zAda p CL �OZ} OUW BF- u U W W� O X o k-U 0 0 >� 0 0 w w H o� ~ o Z V) Zj N W � � i� � � 65 � � Lu a 0 0 0 U U U Q Q wwww w vi aQ,aa a zzzz z 0 0000 0 ul) ::D w w w w w O Q� Q� Cc E- Luu O O O w Lu Q M O Q p \\f 0 \\� CO Ci� r1' Z O c!) DATE H 0 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY • C. KOTARSKI • SCALE N/A i z W o c oaS ui > 0 N m WV) 0 0 Q W CL c crs a) Q 0 �- ' V) c� W z � W ,z >0 upo W 0 0 0 U Q U) / ^ 0 v, w W �o m 0� �Z 0 0 z02i o 2i 1 F- cv �*- E O z �W �N O n. o �IJ 0 Z Z N Oo 2 Q X Q l--• N o z �0 i✓ � 0 0 O Q � 0 0 U 0 LL o � U Q M` 0� L N �t o L Q) 0 70 U � O D 0 is a .0-0 JOB NO. a) a 44493 N 0 U SHEET NO. Q.2 a� -a C1.3 NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X �� 0 (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE 4 , MANUFACTURER 3 VARIABLE INVERT () HEIGHTS RECOMMENDATION \ AVAILABLE (ACCORDING PLANS(CAKE TO (MIN. MANUFACTURING OFF) PTE (5)ANGLES R REQ. SAME AS MIN. SUMP) \ VARIABLE 0' - 360' I !� ACCORDING TO ki, PLANS WATERTIGHT JOINT / (CORRUGATED HOPE SHOWN) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 12" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR 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 EE G E REQUIREMENTS OF CLASS I GRANULAR MATERIAL MEETING THE Q , 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. 1 GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, INITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT D 2 FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-51105 NYLOPLAST F 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESS RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, C SEE DRAWING NO.7001-110-065 TECHNICAL If 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTI ASTM 03212 FOR CORRUGATED HOPE (ADS N-12IHANCOR DUAL WALL), CONTAINED 1 N-12 HP, & PVC SEWER. ARTICLE HER 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM IS FORBIDDEI ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. PERMISSION 1201 DI APPROX. DRAIN AREA = 39.75 SQ IN APPROX. WEIGHT = 15 LBS 014.95 ! 4 1.25— 011.64 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 T (6" MIN. BASED ON 4"' MIN MANUFACTURING REQ.) GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1299GGP 7001-110-202 STANDARD MEETS H-20 1299CGS 7001-110.203 SOLID COVER MEETS H-20 1299CGG 7001-110-204 PEDESTRIAN BRONZE I NIA 1299CGPB 7001-110-205 DOME NIA 1299CGD 7001-110-206 DROP IN GRATE LIGHT DUTY 1201DI 7001-110 021 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY R RIGHTS. THE RECEIPT B UFORD, GA30518 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 3-5-00 PHN (770) 932-2443 N 1® laS FAX (770) 932-2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 SHOWN HEREIN www.nyloplast-us.com REVISED BY EBC PROJECT NO.INIAME PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT TECHNICAL INFORMATION REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 4 13 11 ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN DROP IN JUSTICE, 28 CFR PART 36. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN : PERMISSION FROM NYLOPLAST. ONO 11 NYLOPLAST DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG N0. 7001-110-021 REV D 1299CGC APPROX, WEIGHT WITH FRAME = 39.90 LBS HINGED COVER FOR EASY ACCESS 3.56 11.81 } ,1 LI I —1E3 DUCTILE IRON �\ NYLOPLAST 13.56 { -j- -� DONOTPOLLUTE PMNSTOWATER'NAYS 13.38 — - -- +- DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-3.06 DUCTILE IRON PHN (770) 932.2443 GRATE MEETS H-20 LOAD RATING TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N�,1® lam FAX (770) 932-2490 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO.INAME www.nyloplast-us.com REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.1&10 LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 12 IN SOLID COVER ASSEMBLY 7001-110-033 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02010 NYLOPLAST F0WG SIZE A SCALE 1.8 SHEET 1 OF 1 DWG NO. 7001.110.204 REV C (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (5) ADAPTER ANGLES VARIABLE 00 - 3600 ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -15" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C90=905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1 - GRATESISOLID COVER SHALL BE DUCTILE IRON PERASTM A536 GRADE 10-5M.), WITH THE EXCEPTION OF THE BRONZE GRATE, 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70.50-05 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065 4 DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), N-12 HP, & PVC SEWER. 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) �0 • Q a 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. 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. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN GRATE OPTIONS LOAD RATING PART # I DRAWING # PEDESTRIAN MEETS H-10 1599CGP 7001-110-207 STANDARD MEETS H-20 15WCGS 7001-110-208 SOLID COVER MEETS H-20 1599CGC 7001-110-209 PEDESTRIAN BRONZE N/A 1699CGPB 7001-I IG-210 DOME NIA 1599CGD 7001-110-211 DROP IN GRATE LIGHT DUTY 1501 DI 700]-] 10 073 NYLOPLAST DRAIN BASIN WITH STANDARD GRATE MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES (6, 7) TRAFFIC LOADS: CONCRF;TB SLAB OWC-NS10NS ARE- FOR GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE VARIABLE 0' - 360' DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDING TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS, PLANS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 3 VARIABLE SUMP DEPTH AVAILABLE: 4" - 36" FOR CORRUGATED HOPE i 4" MIN ON 8" - 24" ( ) '' ACCORDING TO PLANS (ADS N-121HANCOR DUAL WALL, ADS/HANCOR ,_ 6" MIN ON 30" & 36" (6" MIN. ON 8" - 24",10" MIN. ON 30" SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), & 12" MIN, ON 36" PVC DWV (EX: SCH 40), PVC C9001C905, v BASED ON MANUFACTURING REQ.) CORRUGATED & RIBBED PVC WATERTIGHT JOINT r THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, j 8" - 36" t— CLASS 11, 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. 1 - 8" - 30" STANDARD GRATES SHALL BE DUCTILE IRON PERASTM A536 GRADE 70-50-05. 2 - 12'- 30" FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5G-05. 8" & 10" STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001-110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84' DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 4 - DRAINAGE CONNECTION S G F N TION TUB JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECE PT I BUFORD, FORD GA 30518 ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.23-06 N-12 HP, & PVC SEWER (4" - 36'). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR s� PHN (770) 932-2443 N�71® 18.aSt' FAX (770) 932-2490 5 ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360°. TO DETERMINE TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME J www.nyloplast-us.com MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 6 - 12" - 30" STANDARD GRATES SHALL MEET H-20 LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06-12 18 DRAIN BASIN WITH STANDARD GRATE 7 - 8" & 10" STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL ONLY; NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. 13 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. (02011 r1YLoPLAsr DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001-110-144 REV J NYLOPLAST DRAIN BASIN WITH DOME GRATE (1, 2) INTEGRATED DUCTILE IRON GRATE TO MATCH BASIN O.D. �\ MINIMUM PIPE BURIAL DEPTH PER PIPE (5) ADAPTER ANGLES VARIABLE MANUFACTURER (3) VARIABLE INVERT HEIGHTS RECOMMENDATION 0' - 3600 ACCORDING TO PLANS AVAILABLE (ACCORDING TO (MIN. MANUFACTURING PLANSITAKE OFF) REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4"- 36" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 4" MIN ON 8" - 24" 6" MIN ON 30" & 36" (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. ON 8" - 24",10" MIN. ON 30" & 12" MIN. ON 36" BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, 8" - 36" CLASS 11, 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. 1 8" - 30" DOME GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 - 8" & 10" DOME GRATES FIT ONTO THE DRAIN BASINS WITH THE USE OF A PVC BODY TOP. SEE DRAWING NO.7001.110-045. 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 RESTRICTIONS. SEE DRAINING N0.7001.110.065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DATE 03.25.10 Nyla hlsi * PHN 770 932.2443 ( FAX (770) 932.2490 ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HMCOR DUAL WALL), TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NOJNAME www.nyloplast•us.com N-12 HP, & PVC SEWER (4" .36"). REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 360'. TO DETERMINE CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06.12.18 DRAIN BASIN WITH DOME GRATE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 6 - 8" - 30" DOME GRATES HAVE NO LOAD RATING. 13 FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 1x2013 NVLaPLAsT DWG SIZE A I SCALE 1:40 SHEET 1 OF 1 DWG NO, 7001.110.397 REV E (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANSITAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, ADTHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED & RIBBED PVC WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) Lrmzgm3 1 - GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5G-05. 2 FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110-065. 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), N-12 HP & PVC SEINER. 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360'. TO'DETERMINE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012.. 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, VARIABLE 0'-360' TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO PLANS SEE DRAINING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. j (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 2499CGP 7001-110-216 STANDARD MEETS H-20 24NCGS 7001-110-217 SOLID COVER MEETS H-20 2499CGC 7001-110-216 DOME N/A 2499CGD 7001-110-219 DROP IN GRATE LIGHT DUTY 240101 7001-110-075 2499CGC APPROX. WEIGHT WITH FRAME=138.00 LBS 1.50 3.04 i NYLO LAST �% O i 0 I 0 o I o DUCTILE IRON \ o 4 024.75 028.50 0 DIMENSIONS ARE FOR REFERENCE ONLY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 DIMENSIONS ARE IN INCHES H-20 LOAD RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-8-06 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR DUCTILE IRON N It l/� sty PHN (770) 932.2443 FAX (770) 932-2490 GRATE MEETS QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 TECHNICAL INFORMATION SHOWN HEREIN REVISED BY REPRODUCTION OF THIS PRINT OR ANY INFORMATION EBC PROJECT NO.INAME ,� �•l www.nyloplast-us.com PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 3.13-10 TITLE LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING NO. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 24 IN SOLID COVER ASSEMBLY - TYPE B 7001-110-025 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. 02M NYLOPLAST DWG SIZE A SCALE 1:10 SHEET I OF 1 DWG N0. 7001-110 218 REV C m E 0 ('4OV cV vi ;_ v Luuj LL LuO o < U 00 Z U W W wN—to O N a C�7 W z a� t lY 0 0 0 �oU,x (U0W`y'Z wLL O o 0 OQ � - jQC) Imo, cn= (1)N Z 0 0 0 U U � > q q .j q 00 w O Z) Z)o a Z) 0 U 0 U 0 Q V Q cz- C Q Q vi (n (f) (1) V) (f) O 0 0 0 0 0 (D M M M ti 0 0 Lu Lu U4 Q I U4 (Y- Ck� ce- Cc cr-1 2 F- Lu Lu I- N ci) N N N � N p \\c \ \ u Q CO -I Ct `,D z O c/) DATE H 112112020 O DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY • C. KOTARSKI . SCALE N/A • i G� w �. 0 am 2! 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F A + F + + + + + + + + F + + + + + + + + + -F- + + + + + F r + + + + s -7 19 + + + + + + v 0 u 7 + + + + + + + . ........... + + + + + 0 + + + + + + lir T I + + + + + + ,elk + + + + + + 9D INLET + + + + + + 38' + + + + INV OUT A SPHA L 4- F + F �,F F 61, PLA S T1 C -I-- ASPI ALT + + + + + 5 if-) /to us DUMP37 5 DECID-90 t + + + ur-) us + + 0 + ,vv + + L N + + + + + + -K 85 A 71-41 DB 20, w + I- r + + + .......... 4- + + + j - --- - --- ------ - - --- ----------- . ..... CONC 5M. + /* + + + + ?br_1 INLET SIGN GIV + + + \+ DEG'I&JOUS + + A�P)f 1114A n--- C120' + + /N .5.16,49' 1" PLJASIC 5r- I VIP 7 + + + F + +. _r fe-)L-,; 2085 PG4 7 + IAIV OU'll -511637' 15" PLASTIC 5" 0EC01. + A + + + + + + + + + + + + f)1r r1louOU01:1 + + 13 + + + + + + + P0 03,2019-00-00-09EO + 4- + + + ­0 TO P 5417. 7 + + 4 ;1 TY 0 11r At FG -11* j/ IPIV IN-- k DB 3838 PG 02-8 + + INV OUT:=, 7. 0 A ------ 0 + -- - -------- 6D C- 2 1. 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S It'111A TE L 06A. TION A AWCUT (TYP.) + 'D'T�11 + APPROXIMATE20�- + + OP At S Z, F D11 2085 f-IG 7114 WATERLINE EAS�FMEIVT A S4 1/1 L 7 A S T ARZ TI a D 13, SEE DB 2085 G 712 + + A VT it'll, P-au + DB 20,35 PG 714 + + + + + -ii + 4- 4 + + + + + + + 4 + v . ..... ....... "T ---- ------- "'MATH LHE %""EE "HEETU"2 4 ------ --- ------ -T- 'T + + + + ..... ..... ..... .... ... . ..... .... ME ME ME ME --r r Ga G + m +m loft. + + + + + + + + 1+ + r -T F + + v REMOVE WATER METER AND -A ASSOCIATED PIPE BACK TO FHA LINE r UF F REMOVE/RELOCATE PULL BOX AND L *I, , �11 11 f \ , ', \ X comm. FIBER OPTIC LINE A OCA PULL BOX LlyzfLy =,90-4,V A I i k .............. 7- v !�-88 P&WL-ISr IC y ye - , — - �, I \ , I r­ 'N %�- Y, __Z7- __ — - — !I I ", , �\/' ,,, "17 7, _T )Af R 1 140 U T-1- 93, I IOW�lf -7 -_7 ........ - ------ PF? 0PrE T T Y Eq ;" ­77� L Y L INt Y N 5A 1, 5; q A` ........... . . . .......... �?`OpTf C, N —7 -8 "*p ve lfllvouy 40.2 al Tic . . . ­­ . . I -(t, , v., Ne f 53- % 0,091 01,11T -T'634:45f 8 "P I RELOCATE HYDRANT "k" 'TO PARKING AREA "A % -v fA ISLAND TO THE EAST 'W/'A All REMOVE PORTION OF GAS LINE If v ABANDON WATERLI'N�"E r BACK TO MAIN. CONTRACTOR (11 "T TO COORDINATE WITH AT M CHARLOTTESVILLE GAS PRIOR AINLINE V IC 11,m: k VAI, TO START OR CONSTRUCTION. P !Y-�7� w IP", 0- 40 -4 r. 1� R �14 1<1 51 Q CFAfG W 1,, Xg LiQ, IN% .04QQ4185 07 6110121 m E CD 0 U vi r_j E Lu Lu >w LL uj 0 LLJ M U 00 - Lri Lu cr-, Q c) m a- C:) r,4 (3 uj =3 x 0 Ln < LL 0 ,1- U) r4 > Ln U-) 3 (71 _65 r,4 V) Q) I_ (y) CL .,I - Go _j C) Lu "o vi 0 (D 0 0 LL1 Lu u z 0 )--I V) =D 0 U-1 0 Q) LQ LQ 0 Z z C) 0 u (i U-1 (f) V) U) Lu C) 0 0 LQ > Q v) (7) u) Lli LJ4 >1 Z) Z) U) V) cf_� uj a� ct� U-1 Q� Q� uj Q.. Q� uj C�_ Q� LQ Q_ �n V) V) V) V) 0 �_"[ V) 0 1_� V) 0 l--i (f) 0 6-1 U) 0 �_­I V) LL, Q� LJ4 Q� U-j cl� uj C� U4 cl� C) Q) Q) Lu 0 DATE 112112020 DRAWN BY A. FONTAINE DESIGNED BY A. FONTAINE CHECKED BY C. KOTARSKI SCALE 1 "=20' 2! Lu z W�mm w r) 0 0- CL 70 z < > cm W Z > u 0 Lu _j U < 70 L0 Lu W 0 =3 0 70 0 < (u U) z b F- E 0 Ca 0- 0 D 0 0 0 Z U) 0 (n < 0 x 4- 0 0 0 q) C M 0 x (D 0 U. q) 0 E 0 JOB NO. 0 C_ 0 U 44493 Caw cn p C 0 SHEET NO. 0 C.- C2.3 Q) -0 (n W.- E g'_ g p q (L?, t + + + _4r �1* + + + + + + /+ J + r + + _r T + + 7' T - + + + + + 41 4-1 -4,/ + , /+ + + + + + + 4-, 4, 7' Al . .......... 4- _,L, + + + + + + + + + + 4, + + +\ + + + + 1+ + + + + + + - + + + + + 4, + + + + + + 41, 4, + + + + 4- 4, 4- LL_ 't., + 4 + + /.F + + + + + + + + REMOVE WATER METER AND r . . ........... .. - + + 1- Ad Ar 4, + + + + + + LEGEND: + + 4- + + + + + + + 'or + + r r 4%, y, + + + + + + + + + + + + + + + + + + ASSOCIATED PIPE BACK TO FHA LINE, + \+ 4- 4- + + + + + 4, + + + + + -i -- - --- .... + + -i I k. + + A'­l + + NY �Ilvgc A. + + + i - v 1". =.,7' REMOVE/RELOCATE + + REMOVE CONCRETE + + + + Jr. + + PULL BOX AND 7 COM + -Tc, FIBER OPTIC LINE + -4- + + V 62 L OX I ` , 1 11 1 " I + + gl ..$ , , , P I I " v` e 11 "Ie", 'k ""s", I A + It A k, m `09' 2N 'P, I/ A S T C It, 4- + + 4- + V II + + + + :I- + + 'k, REMOVE ASPHALT kw kk A . ... .......... 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PLASTIC SIDEWALK TONS R101 L L C REMOVE SIDEWALK 41 REMOVE RIPRAP SAWCUT SIDEWALK REMOVECURB REMOVE PORTION ......... REMOVECURB AT NEAREST JOINT & GUTTER . . . . . PIPE OF 15" PIPE - - ------- -- -------- :3 RUN LLC REMOVE/RELOCATE 12" WO & GUTTER F WINE TON, 21 J111L L UTILITY BOX & IIMALE ASSOCIATED LINE . ....... l8 El!�CH t10" PIMY V-01"FiG t114 REMOVE CURB & GUTTER 1211 B Z­ (SIDEWALK TO REMAIN) REMOVE ADA SIGN t< ffi,� 00. U 7 1116 --- - - ---- - ------ 14� WO VE B 0 Is2......... I 117 H ') 032( -00-00-019111 REMOVE ADA STRIPING r IVER C51 T Y OF r?E:AL I FOUPIDA 770 J 1=540.5 PINL15T WIGRATE 0433 A Cr ES INV OUT= 534.28'15"RCP,, A I )�'51? �p OG Y CEN T 02 y X TC) BUILDING ......... . ... . ... ....... ...... SAWCUT (TYP.) 12ff 58 ...... . . ..... ........ f L E-637A FOUND A 770N 2, 60 A 4,9 REMOVE r? _0( . ...... . ...... ml fu Tj r 6. 9 4"PVC -1, t. 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I . . . I . . . �. . I I - � . - 1. . �� I s 1, I I I . . . . I I . I . . . . . � . . . . . . . . . . � . . . . . I . . I � . � . , , � . I . . . . �� 1. CONTRACTOR TO COORDINATE WITH I A . J x 1', j , I . . . . . I . . I . I . . . I I . . 1� f, 41 .+ + 'It- + + + + r i . , . . . . . . . . . I I I I . � . i \ 1,1 - t , , , , . I I . I I . � . I,/ * " I , I . . . . . . ­�j , , . . / - - I \ I - - - . , . . I . . I I I I . . I . . . . . . � � . . . I . I I . . . . . . I � . . . . I I I . . . . . . I . I . I . . � I I . I . . . . . I . I I I . . . . . , . . . . � 'I*.,-,-,. I 1, - + + + + + + 4 . I . I e I �,,��) . � I . I � I . I I � I � . . I . I . . I . I . . . I I I . . '. ­ ­­ ­,­ I . . . . . . . . . I . . ", * 1� �­/ I , I � . . . . . I I . . . I . . . I . . , . . . . I I . . . I . . . . . . . . I . . I I - '+' + I � - I I . i, \ I I - � I I . I . . . . . . I I I . . I . I . . . I . , . . � . . . �, T + + + + + + + + T , - - , , \. . , I . I I . . . � I � . . . , r I i + UTILITY PROVIDER TO RELOCATE EXIST. f -"f.- '. + - I - , * . . I I / . . . . , . . . I . I . . . . . . . I . � . I . . . . . . . . . . . . . I I , I I I - I I / , 1------�­------­ , I I . . I . . � . . . . I . . . . . . . . . . . I I . . , . . . . � I I . I . FIBER OPTIC LINE AND TELEPHONE LINE I4- +' I - � -. - , � / \­­­ I � - . . . I . I . . . , . � . . . I I . . . I I . � . . � I . . . � . . � . . I I , I . F + -F + + + -F + -1 1, - 2 , . �� / / --.----------------.-----�,--�--,-,----,-.-.-,�.-.-.-------,----,�-..-.--.:.---------------.----- . , .­.� , ­:­-,--�­­ . . I I . . . I . . I I . . . I I . � I � . . � . I I . I I . � . . . I � . . . . � . � . , . + - + 41 -1.1 + + ,�, 1- I+ . , , . . ­). . I / . . , , . .1 AS NECESSARY FOR CONSTRUCTION. . ; . . . . . I . . I I I . . . I -r + + . / ---4­­�---Z­.,� 1 1 . . . . . � I . I . . . . � I . . I + 4, + + + + ' + i -i 2. EACH OUTDOOR LUMINAIRE EQUIPPED i- I. , . . - I - - - . / / / ­' I . . . j, '. . 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DUTY °"..=`�.� ' INN+ + + + + + + + + ����� `. L- + + + + + + + +6/10/21 UT|L�YYARO + + + +` 5O.BUFFEF< HEAVYDUTYA8pHALT x y / 1O�42' \-GAS [NETERAND + + + + - AREA ' r + + � ---' - CONNECTION � + + + + + + + | '`"�� --4� Zg\ \ / ~~ / �� - / ` � ^ + + + + /� ' + + + + � L|GHT DUTY ASPHALT kl� ~ \\ / �) [ L-(2)BOLLARD8 | � \ \ ' ' n RsLooxTe1+ + + + + +| LU | U U | | | fLu + + + + + Q) . . . . . . . RELOCATE FIBER OPTIC LINE Lu (SEE NOTE #1) MATUH LN`E SEE Z'O54HEET C4.0 f+ + + + + + 'u. REINFORCED TURF -+. + + + 4, + C) LL Lri (DESIGNED BY AS NECESSARY FOR CONSTRUCTION. LZ I2. EACH OUTDOOR LUMINAIRE EQUIPPED r + + + + + + + + 11 0 IWITH A LAMP THAT EMITS 3,000 OR MORE (n P-4 > + + + + + 0 INITIAL < Lq CL LUMENS SHALL BE A FULL CUTOFF SAFETY RAILING, + + + + cn 1 �3' Ln I0 LUMINAIRE AND SHALL BE ARRANGED OR WHERE WALL 0) C�j > + + 100 EMERGING TECHNOLOGY _r V) +1 EXCEEDS 30" HIGH + + + SHIELDED TO REFLECT LIGHT AWAY FROM TYP. RICTS. 0- ADJOINING RESIDENTIAL DIST CENTER TWO (ETC 2) SAFETY RAILING, 00 _j 3. A KNOX BOX SHALL BE REQUIRED FOR THE y WHERE WALL PROVIDE UTILITY BOX AND + + + r HIGH, COORDINATE WITH PROVIDER r TYP. ARCH ITECT/CONTRACTOR SHALL r 11-1 cu) �, cul-I f j COORDINATE WITH FIRE MARSHAL'S + + + + 2'- 8'TALL + OFFICE FOR FINAL LOCATION. RETAINING WALL II+ + + V) (DESIGNED BY 4. ALL WATER AND SEWER FACILITIES TO BE 0 DEDICATED TO PUBLIC USE AND THE IROLL TOP DOOR LINE CONNECTION 6 SANITARY SEWER + EASEMENTS FOR THOSE FACILITIES AND U_j U-1 Lw (8) 6" RISERS W/ HANDRAIL THAT THE FACILITIES ARE TO BE 1" TYPE-K COPPER + + + DOMESTIC SERVICE ROLL TOP DOOR J, + + I+ Lu DEDICATED TO THE ALBEMARLE COUNTY Lu W/ HANDRAIL LOADING AREA I+ CONTRACTOR TO COORDINATE WITH 5. 'N REGARDS TO THE INSTALLATION OF THE 0 q. 132 + I4 4 , GAS LINE AND ASSOCIATED METER. DATE fSERVICE TO EXISTING LINE A. FONTAINE 6" CLASS-52 DIP DESIGNED BY 4 51 CROSS WALK FOR REMOTE FDC STRIPING (3.5'MIN. COVER) A. 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SPACES IF SYMBOLS/STRIPES ARE 0320 DAMAGED DURING PAVING ACTIVITIES PRI, 0-00-00--011-91 V + + + + 'r k�\ Qvr ip", 1- + + r + 4- 4- -F + I- + + + + + \+ + -r + + + Jr -V "" , + -1, -4- -V + + -V + + -V + + + + + + + + + + + + + + + + + 1-/ + 4- -1- -V IF' -F 4- + + / + + + + + + + + +/ + + + + + + + + + + b, 0­1 Its) + + T­ -+_ + + + + + + + + + + + + + + + + + + /+ + , +,- , -, + + 4- + + + + + + + + + + + + + + I. + + + + + +\ 4. + + I \Ar + F + \-r 41 + + + + + + + + + + + + + + + + + + + 1- 4, + 4 + 1 r I , Il 3 + + 1 t +\ + �p + + + + + + + + + + + + + + + + + + + + + + + + + + "r + + + + T, -f- _r -F + "r + +/ _x ­4 4� Ir ­;r '\:-o �g + + + + 4- A + + r -r + + + + + + + + + + + + r 'T' + + + + + Ar + + + + + 4 + + + + r + + + "r + + + + IF F 4- + 41 t � & :1. + + + + + + + + + + + + + + + + + + + + + + + 4- + + 4- 4- + 41 + 4+ + + + I+ r + + + + + + + + + + + + + + + + + \+ + + + + + + + + + + + + + + + + + 4- + + 1+ + + + + + + + + + + — -------- — - ----- -r gr Ari- + + IF + + -1-1 r_;K+ + + + + + III+ I4 + + + + + t3F_ D STF_EP, fTYI,�) + ---- ------- ------------- r T' + 1 + + + + + + A if, + > + + r + + + Jr 7­7 + 7-7 + + TO,'-" 4A -+. + v a u 7 4- + - + + + + + + + r + Q 0 + + + + + + + + + LIJ + z + + + + r uj 60 11%1LET r -F P 38' TO + + + + + 11V V 0 U T,=- 98' + 1`4- A L T CURB TRANSITION F9,,91V-i'ALTf + ASPI-1/1L T FLUSH TO FULL REVEAL + + 18tPLASTIC A TC 1: E --A TC 553.82' 5, 3.96' Z r .4 -TC + + + + 553.16' & AvLA + + L)"Er"2085) 0 71-4 1— TC ?,/ .. .... - ----- .. .. . . ....... 001110, el W_ 552196'/ EP �4 + @ -,�;A553 + + T G, FL .4 c 4. 4A 4- ----- — ------- — ---- ....... 96' 4 4 552. 562.464 553 + + + + 4, + + -F + + 1L.ET axmkA rE o, +\ E N ADJUSTED ACSA Z 553.60' 553.07' 553.29' + V\/A' R4LINt EASEMENT + + VOW FFE 553.14' TC 2 05, PG 7 t� + +1 + + + + + ----- - ---- >11, LK + + + + + +y + + L ijW PID 03,2VO-00-00-0i,9E0 + + + + + TOP 547.78 + + OF VIRGh A FOUt 9A floiN/ 0' 1 f Y A f9rj 383-3 PG 0,28 PROPOSED BUILDING + 1t1V OUT 0 A C ADDITION + + + 4 1725 DIS'CO ticr.R, Y DRI V 10,745 SF APPROXIMAT� LOCffIQ 2 L E VE'L G11, TY FFE 553H4 + OF STORM OYERFLOW + + NOZZLE 4- 4 3 L el D ffi�f G 0 RA C, FES A TOR S40.00 PLAS] TC + + + + 548.71' + '53.14' FFE EXISTING BUILDING + 4- + ---- - ---­------ - ----- — - ------ LO DIPIG DO( FFE 553.14 T + + 4 4 548.41' + + + 4- + + + - + + + AF�PROXIMATE LQCATION QF 10" HDPE ROOF DRAIN + + + + LOC'Al TIC-1111 OF ROOF + I IF A TE- to( + + + + + + TO pi 4- EX BLDG 553.14' I- r ....... ......... - ------- + + r r 4- + r + T + 4- + + + + + + + )P'TIC - ----- ----- r=7. 4- + + + 4- + .. .. .......... ....... ......... ........ .. ...... ............... - ------- . . . ......... ...... 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KOTARSKI SCALE 1 "=301 Lu 2 rffiO�_mm 2! > W uj 0 V) 0 LLj V) 0 W �2 70 (1) D < (3) -0 < Z 0 Lu 0 CL >0 U (D LU Z 7E-) U CI < < Lu (D a) 0 = 0 -gf)- co —1 z 0 CL < 0 a) z 0 02 0 E -0 c: C W co 0 U) Z 0 CL a) x 0 a) a:�-] 0 Q_ :D I I a) 0 W x c 0 LL U 0 (3) 0 0 JOB NO. 6 U) 0 44493 cu(n cn c 0 c 0 cu SHEET NO. -a .2 C5. 0 a) -a V) 0 g V t, d' f (I b Y,/-/, ( �� , ___ 1p y 71-1 1 �, �- "/ ter t 1 I \ i f w } lP� F A - — . 131MIV _[ 1-7111-- __ -- { I = 4t_ " , I I „ - t t. i "._ r } /\ et/ IV-1 TJ I '� .t q.w. \ " r i O 1. )'-Sf.....r. _ I J! II4� I� 11 " `5k 4, 0�° %� g'PL 5 lam, a �' ti I I �i ` 1 _ r at; ti ' # ° ///// jp"3��^„---':�P§3�yf' p(�3f'f �(6��-j, ✓4q� �i- ­` sjjf,..;,,:. 11, ,� "�'i I f I ,d i 1 ; ,./ P " 4sFt j:- J ...-f»d f b.. r ..,.� 8 }i.A M , i } 1 If " t t 3 I' -1-11 , \ \ �,_ f f �., I- IW 1 : ; I I "I ' • , I. / I.1 i .1 I ,IJ I 1 I b _ I I J .I , I , 1 1 11• � ' � I ! ' 1 I I.I I; % I l I 11 �, k..1. 1.. 1,. I i A,I t � I ��$ J jj m� \ •' . t - I - 1, # 11. 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