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HomeMy WebLinkAboutSDP202000069 Plan - Approved 2020-12-23BOYS AND GIRLS CLUB -DRIVER'S ED SITE SITE DATA: TAX MAP PARCEL: 06000-00-00-078AO COUNTY OF ALBEMARLE SCHOOL BOARD DB 287 PG 414 PARCEL AREA: 216.69 AC LIMITS OF DISTURBANCE: STORMWATER MANAGEMENT: 5.08 ACRES ZONING: RURAL AREAS (RA) OVERLAY DISTRICT: ENTRANCE CORRIDOR (EC), AIRPORT IMPACT AREA (AIA) MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF BOUNDARY AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 24401 TELEPHONE: 540-88 5-0920 CONTACT:JOE MEDLEY JOE.MEDLEY@TIMMONS.COM SURVEY CONDUCTED: JULY - AUGUST 2020 DATUM: HORIZONTAL: NAD83(NA2011) VIRGINIA STATE GRID SOUTH VERTICAL: NAVD88 VIA GPS RTK OBSERVATIONS REQUIRED BUILDING SETBACKS: FRONT: 75 FT MINIMUM (EXISTING PUBLIC ROAD) FRONT: 25 FT MINIMUM (INTERNAL PUBLIC/PRIVATE ROAD) SIDE: 25 FT MINIMUM REAR: 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: 32 FT MAXIMUM BUILDING SQUARE FOOTAGE: ±48,245 SF EXISTING USE: DRIVER'S EDUCATION COURSE PROPOSED USE: BOYS AND GIRLS CLUB, OPERATION OF BEFORE AND AFTER -SCHOOL CARE PROVIDED ON BEHALF OF A PUBLIC SCHOOL TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.54 ACRES WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT UTILITIES: ACSA PUBLIC WATER AND SEWER PARKING REQUIRED: 1 SPACE 110 CHILDREN ENROLLED IN MAJOR CLASS/SHIFT CHILD DAY CENTER + 1 SPACE / EMPLOYEE PICK-UP/DROP-OFF AREA MUST BE PROVIDED ON SITE 1 SPACE / (300 STUDENTS / 10) + 1 SPACE / 35 EMPLOYEES 65 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 62 REGULAR SPACES 3 ADA ACCESSIBLE (1 VAN) TOTAL PROVIDED SPACES = 65 SPACES SPECIAL FLOOD HAZARD AREA INFORMATION: SPECIAL FLOOD HAZARD AREA (FLOODPLAIN) YES [ ] NO [ X ] TRIP GENERATION LAND USE: RECREATIONAL COMMUNITY CENTER ITE CODE: 495 AMOUNT: 48,245 SF UNITS: SF (GFA) WFFKDAY ADT AM PEAK HOUR PM PEAK HOUR 1.390 IN 53 OUT 30 TOTAL 83 IN 51 OUT 60 TOTAL 111 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) ESTIMATED TOTAL DEMAND = 250 GPD 48,245 SF X 250 GPD/1,000 SF = 12,061 GPD AVERAGE HOURLY DEMAND = 12,061 GPD / 24 HOURS = 503 GPH MAXIMUM HOURLY DEMAND = 503 GPH X 300% = 1,509 GPH PEAK HOURLY DEMAND = 1,509 X 150% = 2,264 GPH 2,264 GPH / 60 MIN = 38 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 48,245 SF X 250 GPD/1,000 SF = 12,061 GPD INITIAL SITE PLAN SUBMISSION COUNTY OF ALBEMARLE, VIRGINIA 10/26/2020 L' "-" 1019 NE IVY FARM 1020 015 Y SITE LOCATION MONTVUE tom the Colonnades O 6S! IVY RIDGE W00 vy Creek R I Foundation I:a�7_l:C►_�:aPZr SQUIRREL RIDGE lu, FOUR SEASO ROSLYN HEIGHTS TOWNWOOD Q Albemarle High School Commonwealth GEORGETOWN GREEN l u GREENTREE HESSIAN HII' CONDOS TURTLE CREEK CONDOS VICINITY MAP 111=20001 DEVELOPER: BOYS AND GIRLS CLUB 1000 CHERRY AVENUE CHARLOTTESVILLE, VA 22903 CONTACT: JAMES PIERCE TELEPHONE: (434) 242-8052 . .- ..,nes ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 RP. APPROVED by the Albemarle County Community Development Department Date December 23, 2020 File # SDP202000069 Application Type Initial Site Plan Lead Reviewer: Cameron Langille Sheet List Table Sheet Number Sheet Title C0.0 COVER C1.0 NOTES AND DETAILS 1 C1.1 NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS PLAN - OVERALL C2.1 EXISTING CONDITIONS PLAN - DETAIL 1 C2.2 EXISTING CONDITIONS PLAN - DETAIL 2 C2.3 DEMOLITION PLAN 1 C2.4 DEMOLITION PLAN 2 ­434— C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN 1 C4.2 LAYOUT & UTILITIES PLAN 2 C5.0 GRADING & DRAINAGE PLAN 1 C5.1 GRADING & DRAINAGE PLAN 2 C7.0 STORM PROFILES 1 C7.1 STORM PROFILES 2 C7.2 UTILITY PROFILES TOTAL: 18 SHEETS 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 <a`�I;FLTii OWN KG U CRAIGW J. KOTARSKI a Lic. No. 0402048507 L$_ 10-26-20,�, Li CC 0 x 0 Of x 0 W w_ U U a z 0 in 0 0 t9 z O a U U L W z 0 > W W H Q DATE 10/26/2020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A W V 1 0 ,,Lu LLJ LL 1.-1 Q > r I � z CO 0 O W U > w O J � U Uz w '^ EDV / ED .J a I --I z Q U) J 0 ED JOB NO. 46423 SHEET NO. C0.0 L LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM EXISTING SANITARY SEWER PIPE & STRUCTURE NO. Frul,® DROP INLET & STRUCTURE NO. SO-SANPROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER DRY CURB & GUTTER -is EXISTING WATER LINE PROPOSED PAVEMENT g• yr PROPOSED WATER LINE PAVED DITCH 0 g• yt PROPOSED VALVE - - JUTE MESH DITCH ITH g• yf PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH (11 PROPOSED FIRE HYDRANT (COMPLETE) BENCH MARK GRADING . �. CLEARING LIMITS R-1 VDOT STANDARD STOP SIGN TC = TOP OF CURB BC = BACK OF CURB - 200 - - - EXISTING CONTOUR EP = EDGE OF PAVEMENT TW = TOP OF WALL 200 - PROPOSED CONTOUR BW = BOTTOM OF WALL TS = TOP OF STAIRS +240.5 EXISTING SPOT ELEVATION BS = BOTTOM OF STAIRS TC 240.5 PROPOSED SPOT ELEVATION N/A = NOT APPLICABLE TO THIS PROJECT Q PARKING COUNT CRITICAL SLOPES JUNE 27, 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 BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER LNES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. GENERALNOTES 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 A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-T 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 ]CC/ANSI Al17.1-03. 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. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. Albemarle County Engineering ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES Final Plan General Notes Pagel of4 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY ALBEMARLE COUNTY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). FINAL PLAN GENERAL NOTES THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. General Construction Notes 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED 1. Prior to any construction within any existing public right -of --way, including connection to EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER any existing road, a permit shall be obtained from the Virginia Department of CONSTRUCTION. Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. the permit. Where any discrepancies occur the requirements of the permit shall govern. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER 2. All materials and construction methods shall conform to current specifications and SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. standards of VDOT unless otherwise noted. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY 3. Erosion and siltation control measures shall be provided in accordance with the approved ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. erosion control plan and shall be installed prior to any clearing, grading or other 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL construction. DEVICES. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE lesser slopes of 3:1 or better are to be achieved. CONSTRUCTION INDUSTRY (29 CFR PART 1926). 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 BLASTING NOTES channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION OF DAMS. 2. PIPE AND RISER JOINTS ARE TO BE WATERTIGHT WITHIN STORMWATER MANAGEMENT FACILITIES. 3. FOR TEMPORARY SEDIMENT TRAPS OR BASINS WHICH ARE TO BE CONVERTED TO PERMANENT STORMWATER MANAGEMENT FACILITIES; CONVERSION IS NOT TO TAKE PLACE UNTIL THE SITE IS STABILIZED, AND PERMISSION HAS BEEN OBTAINED FROM THE COUNTY EROSION CONTROL INSPECTOR. GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL 1. THE PLAN APPROVING AUTHORITY MUST BE NOTIFIED ONE WEEK PRIOR TO THE PRE -CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO THE FINAL INSPECTION. 2. ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CONSTRUCTED AND MAINTAINED ACCORDING TO MINIMUM STANDARDS AND SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND SEDIMENT CONTROL REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS. WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 10. ALL FILL MATERIAL TO BE TAKEN FROM AN APPROVED, DESIGNATED BORROW AREA. 11. ALL WASTE MATERIALS SHALL BE TAKEN TO AN APPROVED WASTE AREA. EARTH FILL SHALL BE INERT MATERIALS ONLY, FREE OF ROOTS, STUMPS, WOOD, RUBBISH, AND OTHER DEBRIS. 12. BORROW OR WASTE AREAS ARE TO BE RECLAIMED WITHIN 7 DAYS OF COMPLETION PER ZONING ORDINANCE SECTION 5.1.28. 13. ALL INERT MATERIALS SHALL BE TRANSPORTED IN COMPLIANCE WITH SECTION 13-301 OF THE CODE OF ALBEMARLE. 14. BORROW, FILL OR WASTE ACTIVITY INVOLVING INDUSTRIAL -TYPE POWER EQUIPMENT SHALL BE LIMITED TO THE HOURS OF 7:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) DETENTION PIPE MAINTENANCE Inspection Activities Suggested Schedule • Alter several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris. clogging of the outlet structures and any pilot channels; excessive erosion: sediment accumulation in the basin and inlet/outict structures; tree growth on dam or embankment; the presence of burrowing animals; standing water where there should be Semi-annually none; vigor and density of the grass turf on the basin side slopes and floor: differential settlement; cracking: leakage: and slope stability. • Inspect that the outlet structures, pipes, and do%vnstrcam and pilot channels arc free of debris and arc operational. • Note signs of pollution, such as oil sheens, discolored water, or unpleasant odors. Annually • Check for sediment accumulation in the facility. • Check for proper operation of control gates, valves or other mechanical devices. Maintenance Activities Suggested Schedule • Perform structural repairs to inlet and outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures. control gates, valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remove sediment when pond volume has become reduced significantly. As Needed NYLOPLAST DRAIN BASIN MAINTENANCE Nvloplast Nyloplast Drain Basin Maintenance Considerations Background: The Nyloplasi Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom manufactured according to the plans/takeoff specified by the site engineer. Nyloplast Drain Basins have a quick production time, creates water tight connections, and provide simple and quick installations. Installation shall be in accordance with Nyloplast installation procedures and those issued by local building/construction regulations. The required minimum sump located in the typical installation is for manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the structure could require some maintenance. Maintenance Recommendations • Over the span of the first year of a new installation, visually inspect each basin every 2 months or after 2 storm events once the site has stabilized. • Check for obstructions and debris at the openings of the grate and remove as needed. • After cleaning the surface of the grate, remove the grate from the frame. • Once the grate is removed from the frame, check for obstructions and debris inside the basin (including the sump and inlet and outlet pipes) and clean out as needed. • A vacuum truck is best for the removal of debris when necessary. After the collection of the debris, it shall be disposed of according to the local environment requirements. • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits Flush and does not rock. • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates over time. r.L1�I o O CRAIG w J. KOTARSKI a Lic. No. 0402048507 L$_ 10-26-20,�, rn E 0 � o N V, N 0 > E w a E F- w w 3 Q w o 3 p Lt.- w 0 ° K W t M Qa J U °7 J - ui .. rn C'JW oNa Z x iY LL c =u>� a . c �^ 0 N Oi a r^ v roCD LU Uri s M O x Lo 0 CC H p w w_ U U a Z O in 0 O r t9 N Z O E f Z O a U to w Z O in w w Q DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N.A. V/ > J 0 y < t Z LU 0 0 O U D Q J 0 z �U/� < Q V/ m W 00 J a IY O II n� Z V 0 z ,Q v I O co JOB NO. 46423 SHEET NO. C1.0 L 2" R CONC CURB AND GUTTER CLASS 3A, O� ° (fc=3,000 PSI) CONCRETE y �� EXIST GRADE METAL INSPEC77ON FRAME W/ SOLID LID (N£ENAH R-1975 OR EQUIVALENT)";1' 6' �� ✓G O U CRAIG W J. KO'TARSKI y 3" CONCRETE COLLAR 1,3. // 4 ' °° ° Lic. No. 0402048507 CRUSHED STONE BEDDING ° j ° ° 4 ° a 7" 4 10-26-20 " 6" DI CLEANOUT COMPACTED ° ° a ° 4 - - 4 O `r` � SUBGRADE j - e - a c ° d ONAL ° a PLUG AT END T CONTINUE 21B STONE OF LINE 4" MIN. BASE FROM ADJACENT L ' PAVEMENT SECTION "0 0 UNDER CURB N 6" 6" 2'-0" ¢ o > E CLEANOUT DETAIL w a E W _> 3 VDOT STANDARD CG-6 CURB & GUTTER No Scale ¢ LL o 3 No Scale R= %4" LL — w 0 iu ^� 4„ EXISTING PAVEMENT PROPOSED PAVEMENT TOP OF CURB R=2" a � i5 mo Z 'THE DEPTH OF CURB 1" CONTROL JOINT SPACED .J. o O d rAT WIDTH OF WALK (MAXIMUM) SAWCUT THROUGH a MATCH EX. CROSS r7TT MAY BE REDUCED AS MUCH AS 3" (15" a > o ry w M a NOTE: PROPOSED � - fr.-/��/�� SURFACE w SLOPE UNLESS OTHERWISE Ya` EXPANSION JOINT AT MAX ��j��j�� . 6 " DEPTH) OR ? v 0 x Ln PAVEMENT MUST TIE U , IN WITH EXISTING X COURSE w SPECIFIED ON PLANS OF 30', WITH PREMOLDED ��\��\� INCREASED AS MUCH 3 VD) � LL o w &REMOVE ° ".-' - • •. .. EXPANSION FILLER PAVEMENT PAVEMENT PROPOSED CONC. WALK//��//�� ������ SURFACE AS 3" (21" DEPTH) IN ORDER THAT THE o < c v `Ln x C _ > o 2' MIN. SURFACE 18"\\/ /��/�� °` VDOT A-3 CONCRETE BOTTOM OF THE o rn in 2"± COURSE ��jj ��\� BASE CURB WILL COINCIDE WITH THE TOP OF A v v M w • CONTI NUE 21 B STONE COURSE OF THE o EXISTING PAVEMENT .' BASE FROM ADJACENT ENT 00 � o w ~ " UNDER CURgECTION SUBSTRUCTURE. OTHERWISE, THE MILL EX. SURFACE COURSE BASE COURSE UB BASES DETH IS TO BE 18" AS SHOWN. vi w SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE /.///\/��//�/�/�/�/�/�/�/�/�/�/�/�/�/�/� 0 COMPACTED SUBGRADE 4" 21-B STONE n x L7 PAVEMENT REPLACEMENT JOINT DETAIL CONCRETE SIDEWALK JOINT DETAIL 0 VDOT STANDARD CG-2 CURB No Scale No Scale No Scale 0 w 7-1/2" w w 6'LENGTH = a _\ 0.5' FROM EP a O CONCRETE BUMPER BLOCK r►-1'-- 1.5" DIA. GALV. 5" o ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND 2" BITUMINOUS CRETE SURFACE COURSE - SM-9.SA DATE HANDICAP SIGN �1'--1 (PLACED N SINGLE LIFT) LOCATION (VAN) NOTES: 1012612020 HANDICAP SIGN LOCATION (TYl 1. PROVIDE SHOP DRAWINGS FOR tw 8" TYPE 21 B AGGREGATE BASE COURSE DRAWN BY HANDRAIL FOR K. MELLON 0 0 o REVIEW PRIOR TO COMPACTED SUBGRADE DESIGNED BY EOP FACE OF CONSTRUCTIONS \\/\\\\\\\\\i\ \\\\\\ \\/\/\/\/\/\/\/\/\/ / ///�/ CURB 2. RAIL ON BUILDING 3-0 • PAINTED ° 18' 18, 2 M SIDE OF RAMP TO ANCHOR WITH 5/e' REBAR • K. MELLON PER BE MOUNTED TO IMBEDDED 24" IN GROUND; DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS �4" VDOT 4" BUILDING FACE. 2 PER WHEEL STOP • CHECKED BY SPEC. PAINTED STRIPE 4" MAX C. KOTARSKI (TYPICAL) s' s' a' a' a' sL P AS SHOWN INP MAx. 1:12 • • SCALE PRECAST CONCRETE WHEEL STOP LIGHT DUTY ASPHALT PAVEMENT SECTION TYPICAL VAN : ° ° N.A. No Scale No Scale ACCESSIBLE ACCESSIBLE ° • HANDICAP SPACES REGULAR SPACE a i 2" ASPHALTIC CONCRETE SURFACE � COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA TYPICAL PARKING SPACE DETAILS MAX 6' 6" a '+ EP/ FC 8" TYPE 21-B AGGREGATE SUBBASE COURSE No Scale TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� W WHEN ALONG SIDEWALK SIGNAGE NOTES: CORE DRILL CONCRETE FOR\// 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH HANDRAIL POST, EMBED HANDRAIL A MINIMUM OF 6" BELOW FINISHED ° 6" ' COMPACTED SUBGRADE v , THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY GRADE AND GROUT TO THE FULL •+ EP/ FC Q REVISION THERE TO: DEPTH OF EMBEDMENT (TYP.) W A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. 1' OR AS SHOWN ON PLAN DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC 0 /� CONTROL DEVICES. WHEN NOT ALONG SIDEWALK V / C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. c/ ADA RAMP AND HANDRAIL DETAIL CURB WIPE DOWN DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION D. THE 2000 INTERNATIONAL FIRE CODE. W N No Scale No Scale No Scale w 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE EXPANSION JOINT WITH I. —I _j FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER PREMOLDED EXPANSION 1/4" SEALANT Q � > CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH Q NOTE 1 ABOVE. EQUIV., SEAL WITH I­- 1.5"DIA GALV. WWF 6x6 W2.9xW2.9 SILICONE SEALANT Z W 3. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND 1. FINE BROOM FINISH ALL STAIRS. RAIL (TYP.) 12" MIN VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN BORDER & 2„ INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND 2. RAIL ON BOTH SIDES OF STEPS co O U INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. (IF NOTED) (TYP.) LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, T 10" 3,000 PSI AIR ENTRAINED PORTLAND °.. w Q 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING WHITE BACKGROUND. I • CEMENT CONCRETE Q z Q 24 BETWEEN STAIR POST TO BE 6'. MOM FESffM D SIGN 6" TYPE 21A STONE COVER � � w SOLID WHITE LINE �P-) S T 0 P ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING T-0" (TYP.) EXp PARM PAf M STD. U POST GALVANIZED / / /1 ��/���/�///\�COMPACTED SUBGRADE (CBR 11.2) m Q W 12, JOINT FINISHED 12" MIN (- h- STD. (VARIES) (TYP.) 12 GRCONCRETE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS R1-1 (TYP-) T-0" PMTY PMTY NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE 1/2" R (MAX.) WWRIE l-sSooF TOW AWAYZOIE TOW AWAYZOhE 6' HEAVY DUTY CONCRETE SECTION z No Scale FINISHED 1/8" POST TO BE Q GRADE WASH 1 �" VAN DRIVEN VARIABLE WIDTH' 8" EXP. CORE DRILL CONCRETE FOR 6' ABOVE V ABOVE NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2°h SOLID WHITE LINE JOINT HANDRAIL POST, EMBED 5 HANDRAIL A MINIMUM OF 6"j� FINISHED FINISHED GRADE GRADE L 1/8BELOW FINISHED GRADE AND WASH \�//\/�\� ��/�\\/� " O - GROUT TO THE FULL DEPTH ^+ OF EMBEDMENT (TYP.) SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR PHYSICALLY \� f �/, / 6' 8" 5" # 57 STONE + #3 REBAR (12" O.C.) DISABLED PERSONS. PROVIDE ONE (1) R-7 8 SIGN AT EACH PARKING SPACE INDICATED ON = _ _ _ _ 4" 3,000 PSI AIR -ENTRAINED _ SITE PLAN. SIGN SHALL BE ALUMINUM CONCRETE 9" (PAINTED 11_T0" (2) #5 REBARS, BOTTOM CONTINUOUS, WHITE) WITH GREEN LETTERS AND COMPACTED SUBGRADE 4" TYPE 218 STONE 2' 2' LAP 2'-2" AT SPLICES INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN (TYP.) (TYP.) COMPACTED SUBGRADE 3" PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ��,� ACCORDANCE WITH VDOT STANDARDS. F a — ]OB N0. 1,-4„^�� 46423 CONCRETE SIDEWALK PAVEMENT SECTION STRIPING AND SIGNAGE DETAIL EXTERIOR STAIRS ADA PARKING SIGNS SIGN AND POST DETAIL SHEET NO. No Scale C1.1 No Scale No Scale No Scale No Scale 5 a di c 0 d 0 3 yyyyyy a 90 oCC �z 00 BM �F T O a y C y D.. V 0 c D: W 0 3 Z 2 m 0v M n 2v r £5 a N X CD d 2 N N N C i V N E 0 of a c b 09 N O m g FS N 0 C p A sE E L METER SIZE DIMENSION A DIMENSION B DIMENSION C I U2' 3'I' 510' 318' 2' 3'1' 510' ' A 3. 5' MIR ICY MIR A, MIN. 4' S' MIN. 12' MIN. fil MIhL GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. T 1 B i SIDE VIEW 75' DIAMETER DRILLED TOLE FOR TOUCH READ JNITS. TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH TYPICAL METER VAULT N.T.S. FIG. W-7A SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE TOP (CROYM) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHaE. 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BE CONNECTED USING A PIPE SADDLE. 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% �Q (1/4" PER FOOT ) 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN DIAMETER OF 4'. 5. ALL SLIVER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN UNE-ET SERVICE LATERAL IN LINE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 VARIES BOX VATER MAIN M.J.M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS TO METER BOX (SEE FIG. W- THRU W-7E). I COPPER 4" PLUG THREADED FOR 2" COMPRESSION FITTING NOTES: GATE VALVE WILL BE 4" UNLESS OTHERWISE SPECIFIED BY THE ACSA " SERVICE LINE TO CONNECTAT MAIN WITH X"x4' TEE " REFER TO FlG. W-3 FOR THRUST BLOCK DETAILS ON TEE. " REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT. USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. W USE 2500 PS.I. CONCRETE. LARGE METER SERVICE LINE NTS FIG. W-6C 8. MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE - REMAINING BACKFlLL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INTIAL BACKFlLL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min -FOUNDATION SHALL BE REQUIRED WHEN SOIL ,CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFlLLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 O Hit STEP o 9 0 C= NOTE, MIN. 60' DIAMETER MANHOLE REQUIRED. fff MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER TNmr 1 ST'OUP P COWLING L ��11 PIPE STRAPS (STAULESS STEEL) SPACED EVERY 2' VERTICALLY �90' RESTRAINED BEND IIPE �11 a6 -* � • P E �► `�, III M.J. GATE VALVE PLAN PROFILE MIN, 6' BEDDING WITH N0. 66 STONE WATER LINE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO .'b (2) FEET. 1 __ . 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKET JOINT. 2500 P.S.I. X 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONCRETE2°x 2' BEARING AREA. THRUST BLOCKSTAINLESS STEEL4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT • e', 4.TO SPRING LINE OF MANHOLE INVERT. dS. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR ASINGLE SO" OR 12" DIAMETER DROP CONNECTION, OR NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION TYPICAL GATE VALVE N.T.S. NTS FIG. S-1-C2 FIG. W-5 FESL OP AND BOTTOM ELVAM TO BE TENSIIXR WIRE .] /ABED. GALVANZED COL WIRE STRETCHED GROUND LINE POST LIRE I CONCRETE FOOTING NOTES+ SEE GENERAL KTES-FENCNO FOR AOOITIONAL DETAILS SE 1 ATTACH PEKE FABRIC AND INSTRUCTIONS TO TENSION WIRE WITH NOG -MKS APPROX. A MOISTNIE-EXCLUDING CAP 5 REQUIRED ON TUDULAR 24' C-C POSTS. 5' T' MATERIAL FOR CM S L CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. CORNER BRACE - TO BE USED WHEN HORIZONTAL µIGNMENT CHANGES 15' OR MORE. LINE BRACE - TO BE USED WHEN VERTICIL ALIGNMENT A •1t CAME X r' CHANGES 5' OR MORE BEVELED GAL- - END/ COWER POSTS SHALL BE USED WITH ALL LINE VAAZED STEEL AND CORNER BRACES BAD WITH o SRC S SHALL BE NSTµLED HALF THE HEIGHT ABOVE THE BOLT A MIT. GROUND LINE OF THE POST WNEN A TV RAL IS USED. OR END/LONER TWO THIRDS THE HEIGHT ABOVE THE M"O LINE WHEN A POST TENSION WIRE IS USED IN LIEU OF A TOP FAIL. CHAN LINK FENCE GREATER THAR 6 FEET N HEIGHT SHALL BE SUBMITTED To THE STNOANS 6 SPECIAL II ^ e DESIGN SECTION FOR A+PMVAL. IJ GATE POST r MN. 0.0. GATE POST POST TYPE PIPEMINIMUM WES 0.0. LIE POST T Y ENO/CORER POST 2e75- GATE POST (SINGLE SWING] • - Sit. MTV ATE POST ISNCLE SWING) W • Sit. {. GATE POST (DOUBLE SWING) - BRACE I.6B' GATE FRAME LIAR" SINGLE SWING GATE GROUND LINE =1 2500 P.S.I. CONCRETE BASE AND THRUST^(iit BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED OO� WHEN RESTRAINED JOINT FITTINGS A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 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 STRUCTURE SIEE AND MALL THICKNESS VARIES P. SECTION A -A SECTION B-B KTEs: 1. THE STANDARD SUETY SLAB (SE-06 TO BE USED ONLY WHEN SPEWED N THE PLA6 OR LIRE GATE POST GATE POST ON THE DRA•NAGE SUMMARY SHEET MD/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES SANCTION BOSS. AND OROP INLETS WITH HEIGHTS OEAI DY THAN 2 FEET. THE Wz IG OF ADJFCDNT SAFETr SUBS 4 BE STO 12'WITH NO SALT' SLAB LOCATED WRI1IN B FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS RENAL NOT BE LOCATED BELOW ANY FEET PIPE OF 301 DIAMETER OR GREATER. GROUND 2. THE COST OF THE M-1 6 NCLIOED IN THE COST a THE STRUCTURE. SEE CAST IN RACE DRAWNos LINE FURTHER DETAILS]. MADAM SPACING BETWEEN BRACES 3. ACCESS OPENINGS NE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORpNGLY. • 5 BARS E •- C-C TYP. - CONGREi i'i" MN 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST-N- ACE COM]ETE TO SE KTERNATE ANCHOR DEVICES FOOTNL ROUND R00 • •U CLASS AI (3000 PS). PRECAST CONCRETE 6 TO BE M ({000 PSO. REINFORCING STEEL TO BE IN ACCaPOINCE WITH AASHTO VJ1.;`�':� .. .. .. .. .. .:.' ;.. �. y ` .. . . MAY BE USED IN LIEU OF SETTING POST N CONCRETE. DEVICES POST ARE 4��� ••{ (OUT JL I I VM. D' 12' M' I 6 REIN STRUCTRUCTTUAE WIDTH S. ACCESS OPEMNGS MAY BE 3D' ENETER OR BE RECSOUTANGULAR LESS TWIN 30' THE AxEA OPENING 41µL BE IRECTMNGULMR (STRUCTUE WDTH BY REPRESENTATIONA. ONLY. ,/IIUII�� P\.1H1•IF/L{ �• LONG). SEE GENERA NOTES. MIL DOUBLE SWING GATE TYPICAL PRECAST UNIT ALTERNATE ANCHOR (TO BE USED WHERE SWIMMING CLEARANCE IS LMTEDI DEVICES VDC3T STANDARD FENCE TION REFERENCE SPEC�42 TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, RDA) AD BRIDGE STA„DARDS CHAIN LINK VROMA DEPARTMENT OF TRANSPORTATION POP AND .. MANHOLES AND JUNCTION VIRGNA DEPARTMENT OF BOXES TR MSPORTATION ,02 SHEET I GF 1 REVISION DATE JAI, SHEET I OF 1 REVISION DATE 503.OK D•.M 6-T < NOTES. SHAPING OF MANHOLE AND MET NVERTS IN ALCOIDNNI WITH THIS DRAWING 6 TO APPLY TO THOSE STRUCTURES SPEWED ON RARE OR WHERE INVENT OF NPE 5 ABOVE INVERT OF STRUCTURE. HANDLE OR DROP INLET 5 TO BE FORMED AND CONSTRUCTED N ACCORDANCE WITH APPLICABLE STAOAD OR SPECIAL OMRK, THE INVERT SKAPNG AS DETAILED HEREON 6 TO CONSIST OF A PORTLAD CEMENT CONCRETE MM COKORWO TO CLASS AT OR CLASS C IXQPT THAT 25X OF COARSE A)UREOAIE WY BE UPTO { N DIAMETER AD CONSIST OF STONE BROKEN BRICK BROEN CONCRETE OR BROEIN CONCRETE BLOTS( THE Sua & SHAPE TO ELEVATION aF110OF �0�0� TO INVERT SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO GRAN TRT Of, OUTLETE FBI SHALL BE LESMOOTH BY MEANS a HATRO D FT WELLING. NOTE OF THE COARSE AGGREGATE SHALL REMAIN E)POSED. DETAILS OF INVERT SHW PAS S OWR HERON ARE FOR EXAIPLE _ - PURPOSES MY. EACH MANHOLE OR OOP NET 6 TO BE SHAPED - FDIVDUALLY TO BEST FIT THE PARTICULAR NET AD OUTLET COW g 110N AND vEs. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES WDOT STANDARD METHOD OF SHAPING SCR Rom AND BRACE STAMMER; 1 aF 1 REVISION DATE MANHOLE USE INLET INVERTS IO6.OB I VRGNA DEPARTMENT M TRACIPORTATION I 3O2 w' 1O e-� V CRATG W. I. KOTARSKS 5 Lic. N0. 0402048507 LAY$+ 10-26-20�, ^ E 0 o � N V, N C > E Gi E w Lu 3 Q LL o p LL - w 0 iu U GM0 aj z NJ - 1Yi M O Ol a��of a Z 3 V) < u Ln i LL w Q Cl Q R N S y N z o_ =u>� 00 N i Lu M a� of CDUj Ln NY M 0 x l7 0 of I--' 0 w w w 2 Q Q z O in > Of 0 DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY KOTARSKI SCALE N.A. ui 0 �Lu LL W M ? J j�I Q I W CO O D w ,J � z U 2 Q LU (nCOw J a I-- O I�-L�JL z V z �Q V J O HOB NO. 46423 SHEET NO. C1.2 0 X, 0 > 0 L NYLOPLAST 15" DRAIN BASIN: 2815AG X NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X NYLOPLAST 30" DRAIN BASIN: 2830AG _ X �{7yt11r��T7 OF�f7,, (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. fL➢,,. .T[IT7147L7C4:E114:4112D (1.2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. IB' MIN WIDTH GUIDELINE MINIMUM PIPE BURIAL �- B"WNTHICKNESS GUIDELINE DEPTH PER PIPE p W MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL 8' MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL MANUFACTURER DEPTH PER PIPE DEPTH PER PIPE RECOMMENDATION TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (3) VARIABLE INVERT HEIGHTS MANUFACTURER MANUFACTURER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE (MIN. MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR AVAILABLE (ACCORDING TO RECOMMENDATION 13) VARIABLE INVERT HEIGHTS RECOMMENDATION DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, RED. SAME AS MIN, SUMP) GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PIANSRAKE OFF) (MIN. MANUFACTURING qV7AR-- AVAILABLE (ACCORDING TO MIN. MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR PLANS/TAKE OFF) ( TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, RED. SAME AS MIN. SUMP) GUIDELINE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE RED. SAME AS MIN. SUMP) SEE DRAWING NO.7001.110.111 FOR NON TRAFFIC INSTALLATION. TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS. - (5) ADAPTERANGLES (3) VARIABLE INVERT HEIGHTS SEE DRAWING N0. 7001-110-111 FOR NON TRAFFIC INSTALLATION. PLAIDS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. VARIABLE IT. 380° AVAILABLE (ACCORDING TO ACCORDING To PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PLANSRAKE OFF) (51 ADAPTER ANGLES SEE DRAWING N0. 7001.110-111 FOR NON TRAFFICINSTALLATION. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, VARIABLE 0' 360' CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. ACCORDING TO PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, (3) VARIABLE SUMP DEPTH PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. CLASS 11. OR CUSS III MATERIAL AS DEFINED IN ASTM D2321. ,1 ACCORDING TO PLANS BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE '� (6- MIN. BASED ON PLACED& COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321, (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE I�tu MANUFACTURING RED.) (3) VARIABLE SUMP DEPTH 4--18- FOR CORRUGATED HOPE (ADS N-12MANCOR DUAL WALL, 1 4 MIN FL{RMZ ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6- MIN. BASED ON MANUFACTURING REG.) WN ADSIHANCOR SINGLE WALL1, N-12 MP. PVC SEWER (EX: SDR JS). i PVC DAN (EX: SCH 40), PVC C9DOJC9D5, CORRUGATED & RIBBED PVC :-,it BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER WATERTIGHT JOINT THE GRANULAR GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (CORRUGATED HDPE SHOWN) CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (4) VARIOUS TYPES OF INLET 8 OUTLET ADAPTERS AVAILABLE: 4- - 30- FOR CORRUGATED HOPE (ADS N-121NANCOR DUAL WALL, ADSlHANCOR SINGLE WALL). N-12 HP, PVC SEWER EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C9D5, CORRUGATED & RIBBED PVC (10' MIN. BASED ON MANUFACTURING RED.) G MN (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE 0 -15" FOR CORRUGATED HOPE ADS N-12JHANCOR DUAL WALL, ( ADSIHANCOR SINGLE DULLED, N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C9D5, CORRUGATED & RIBBED PVC BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) 1 - GRATEWSOLD COVER SHALL BE DUCTILE RON PER ASTM ASM GRADE 705605. GRATEOPTIONS LOADRATING PARTS DRAWINGS PEDESTRIAN MEETS HID 1599CGP 70D1.11420'7 87ANDARD MEETS H2O 15110CGS 7001.110208 SOUDCOWR MEETS H2O 1599COC TODt-110200 PEDESTRIAN BROIL WA 1599CGPB 7MI-110210 DOME WA 15MNCGD TODI-110211 CROP INGRATE LIGHT OU1V 1 150101 70DI 110-M [1J (CORRUGATED HOPE SHOWN) �f� .I"19n1fW� GRATE OPTIONS LOAD RATNO PART i DF to S PEDESTRIAN MEETS H10 t899CY3P 71101-114212 BTANOAgD NEET8 H2O 1B9BLGS 70D-Fl-1 213 SOLDD VIER MEETSH-A 1BBBCGC 7<I01-11021/ DOME WA 1089LGD 70D1-110.216 DROPNGRATE LIGHT DUTY 1MID 7WI-110 4 �1111E'�TTr. =T��110"" WITH THE EXCEPTION OF BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 WRONA AVE 1- GRATES50LD COVER SHALL BE DUCTILE NON PER ASTM A536 GRADE 7050fl. THIS PRINT DISCLOSES SUBJECT MITER IN VMICH DRAWN BY EM MATERIAL 31MVERONAAVE 1-GRATE55OLD COVER SHALL BE DUCTILE PERASDA A538 GRADE 105005. THISPRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EM MATERIAL 313DWRONAAVE 2 - FRAMES $HALL BE DUCTILE IRON PERASTMA535 GRADE 7D5005 2 - FRAMES SHALL BE DUCTILE IRON PERASTM A536 GRADE 705005 2 - FRAMES SHALL BE DUCTILE IRON PER AUM A536 GRADE ]IF5005. Nri0RA5T HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA JO518 NYLOPLAS7 HAS PROPRIETARY' RKHtS. THE RECEIPT BUFORD, GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE PECEPT BVFOAD. W JO518 3 - DRAW BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO RAN DETAILS. 7 -DRAIN WIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DUALS. 7 -DRAM BASH TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. PHN (770) 932.2443 RISERS ARE NEEDED FOR BASINS OVER W'DUE TO SHIPPING RESTMCTONS. OR Po55E5510N OF THIS PRINT GOES NOT CONFER, GATE O1XM6 PHN (7701932-2413 OR POSSESSION OF THIS PRINT NOT CONFER DATE 0/-0106 PNN R101932-IN3 OR POSSESSION OF THIS MINT HOT CONFER DATE IM-I) 6 Y NP RISERS ARE NEEDED FOR B0.5W$OVER &'DUE TO SHAPING RESTRICTIONS. SEEDRAW RA MONO,NEEDED FORW-1l BASINS OVER MOUE T09N PANG RESTRICTIONS, j\ lO laSt TRANSFER, IOR LICENSE NFORMATIONS USEOW OF THE DESIGN OR FAXPyWpILi tus.TECHNICAL ORNICAL LICENSEINFORMATION SHOWN LINE HEREIN DESIGN! OR �T FAX j71019322490 TRANSFER ORORMATI NTHE USESHOW OF THE DESIGN OR •�/ FA%I7T019722490 SEE ORAWNG N0.7001.11DNI65 • � o aSt SEEDRAWING NO.7W1-1/0D65. r1 0 last SEE DRAWING N0.7pN�I1WB5. v TECHNICAL THIS O ANY REVISEDBY NYH PROJECT NOANAME vww.^ a last us.wm 1 REPRODUCTION OF THIS JSINT O HEREIN REVISEDBY NMH PROJECT NOJNAME ✓ WxwnN9PINMus.wm TECHNICAL INFORMATION INTO HEREIN YIN REVISEDBY NMH PROJECT NO NAME ✓ w+w,IWILVM�us.wl / � DRAINAGE CONNECTION STUB JONTTIGHTNESS SHILL CONFORMTO DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO 1 � DRAINAGE CONNECTION STUB JOINT TIGHTNESS SMALL CONFORM TO REPRODUCTION OF TMIS PRIM OR ANY NFOIIM4TDN TITLE REPRODUCTION OF TADS PRINT OR ANY INFORMATION TITLE REPRODUCTION OF THIS PANT OR ANY INFORMATION TITLE ASTM D7212 FOR CORRUGATED HOPE (ADS H12AVNCLM DUAL WALL(. ASTM D3212 FOR CORRUGATED HOPE TADS N-12AINIC0IRDUALWALL(. N-12 P.& FOR HDPE TADS HI2MNJCOIRDUAL WALL LONCLE HE HEREIN, OR MANUFACTURE OF P10' ARTICLECONTAIHE HEREIN. MANUFACTURE OF ANY CONTAINED HEREIN. OR R THE DISCLOSUACTURE RE F AH1' 30 IN GRAM BASH WICK SPEC WSTALLATNN DETAIL H4 HP.d PVC SEWER. DATE 0}14-06 151NDRAIN BASH QUICK SPEC NSTALUTI(IN DETAIL N42 HP. &PVC SEWER DATE O41N6 11W DRAIN BARN WICK SPEC INSTALLATION DETAIL H12 NP,&PVC SEWER (t'-24T. OAT 01141fi ARTICLE FORBIDDEN, EXCEPT FOR THE DISCLOSURE TO ARTICLE FORBIDDEN, EXCEPT FOR THE DISCLOSURE TO OTHERS ARTICLE HEREFROM, FOR THE DSIC WRIT E TOOTHERS 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' T03W'. TO DETERMINE MINIMUM 5 � ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0' TO 38P. TODETEI&IINE MINIMUM 5-PDAPfERS CAR BE MDUNTm ON ANY ONGIE 0' T03B0'. TOOETERMINE MINIMUM b FORBIDDEN, EXCEPT BY SPECIFIC MARTEN S FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN S FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE ORAWNGNO. 7001.116012 PERMISSION FROM NYLOPIAST. eLV1mlRA5+ DWG SIZE A $GALE 1:25 SHEET IOFl OWG NO. 7001.114190 REV E ANGLE BETWEEN ADAPTERS SEEDRAWNG N0.7O01-1100f2 PERMISSION FROM NYLOPLAST cx'Imr,+- DING SITE A SCALE 1:30 SHEET tOF1 DWG NO. 70N-1141N REV E ANGLE BETWEEN ADAPTERS SEE DIUWINGND. 7001.110012. PERMISSION FROM NYLOPLAST cv.; mows+ MG SIZE A SCALE t-w SHEET tOFt DWG NO. 7001.114193 REV G NYLOPLAST DRAIN BASIN WITH PEDESTRIAN GRATE NYLOPLAST DRAIN BASIN WITH STANDARD GRATE NYLOPLAST DRAIN BASIN WITH SOLID COVER (1. 2) INTEGRATED DUCTILE IRON (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. FRAME & GRATE TO MATCH BASIN O.D. _ FRAME & COVER TO MATCH BASIN O.D. 17 MIN WIDTH GUIDELINE \ (1,2) INTEGRATED DUCTILE IRON �n13� 6" MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE 18 MIN WIDTH GUIDELINE 8' MIN THICKNESS GUIDELINE MINIMUM PIPE BURIAL MINIMUM PIPE BURIAL MANUFACTURER DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS RECOMMENDATION (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION RECOMMENDATION (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE PLANSNAKE OFF) (MIN. MANUFACTURINGJACCORDFNG DAPTER (6.7) TRAFFIC LOADS. CONCRETE SLAB DIMENSIONS ARE FOR AVAILABLE (ACCORDING TO MIN, MANUFACTURING PLANSRAKE OFF) (5) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST RED. SAME AS MIN. SUMP)AN GUIDEUNE PURPOSES ONLY, ACTUAL CONCRETE SLAB MUST BE PLANSTAKE OFF) LE D' -36V RED. SAME AS MIN. SUMP) ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS,DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS. VARIABLE 0' -360' TO TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORSACCORDNG TO TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. ANs PUNS SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION, SEE DRAWING N0. 70D1-110.111 FOR NON TRAFFIC INSTALLATION. L (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS (3) VARIABLE SUMP DEPTH 4'MIN ON B'-24' (3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4' MIN ON 12" - 24' ACCORDING TO PLANS AVAILABLE: 4' - 36' FOR CORRUGATED HDPE 6' MW ON W & 38' ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4' - 36' FOR CORRUGATED HDPE 6' MIN ON 30' & 36' (6' MIN. ON 12' - 24', 10' MIN. ON 3i; (ADS N-1211HANCOR DUAL WALL. ADSMrWCOFt (6- MIN. ON 8' - 24-,10' MIN. ON 30- AVAILABLE: 4' - 36' FOR CORRUGATED HDPE (ADS N-17/HANCOR DUAL WALL. ADSMANCOR & IT MIN. ON 36' SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), & 12' MIN. ON 36' (ADS N-121HANCOR DUAL WALL, ADSBMWCOR SINGLE WALL), N-12 FIR PVC SEWER (EX: SDR 35), BASED ON MANUFACTURING RED.) PVC DWV (EX: SCH 40). PVC C90OIC905, Y, BASED ON MANUFACTURING RED.) SINGLE WALL), N-12 HP. PVC SEWER (EX: SDR 35). PVC DWV (EX: SCH 40). PVC C900'C905, 1, CORRUGATED & RIBBED PVC PVC DWV (EX: SCH 40). PVC C9001C905, I ti CORRUGATED 8 RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER 7 L f1 i1911,It IyyL�4 `�' GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS 1, WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. (CORRUGATED HDPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT WATERTIGHT JOINT l TiR BEDDING & SACKFUL FOR SURFACE DRAINAGE INLETS SHALL BE �_ CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HDPE SHOWN) (CORRUGATED HDPE SHOWN) 12 �, PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. BEDDING& BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED &COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 8 3W STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE M5005, 1 - r -30- SOLD COVERS SHALL BE DUCTILE IRON PER ASTMA536 GRADE 705P05. 1 - 17-30- PEDESTRAN GRATES SMALL BE DUCTLE RON PER ASTM A536 2 - 17 -3V FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7060-0 2 - 17- 30• FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7050-0 GRADE 70.5005 IT & HIT STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE B• & 1P SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF 2 - 12'- 30' FRAMES SHALL BE DUCTILE IRON PER ASTM ASW GRADE 7 14I USE OF A PVC BODY TOP. SEE DRAWING NO 7D01 110-045 A PVC BODY TOP SEE DRAWING 140.7001.110-M. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO RAN 3 - DRAW BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PUN 3 - DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER N' DUE TO SHIPPING DETAILS. RISERS ARE NEEDED FOR BASINS OVER M" DUE TO SHIPP04 DETAILS. RISERS ARE NEEDED FOR BASINS OVER N' DUE TO SHIPPING RESTRDTMJNS. SEE DRAWING N0. 7001 1 10065 THIS PRINT DISCLOSES SUBJECT LATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE RESTRICTIONS. SEE DRAWING NO. 7001-110065. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY ESC MATERIAL 31]O VERONA AVE RESTRICTIONS. SEE DRAWING N0. 7001-IIGM. BUFORO AMM 4- NA CONNECTION T JOINT TIGHTNESS SHALL F T F R A 1 T T TNT TIGHTNESS T PROPRIETARY 1 IPi G B DRAINAGE CO EC ON STUB JO S$ CONFORM 0 PROPRIETARY Y RIGHTS THE RECEIPT BU 0 D. G 705 B / - CONNECTION T JOINT TIGHTNESS T 4 - DRAINAGECONNECTIONFOR CORRUGATED STUB JOINT IG TNESS SHALL CONFORM TO OR POSSE HASFRIGHTS THERECEIPT OR POSSESSION ROAR EPRI G 5 E ECE ASTM D3 1 CO C ION STUB J01 AD ESS SHALL CONFORM W 0 PVC PHN 0 932�2aJ ASTM 03212 FDIN CORRUGATED HOPE ADS N-t7JTAHCOR DUAL WALL PNN 770 9J2344J N-12 D3212 FOR C UGATED HDPE ADS N-17AIANCOR DIlAL WAIL OR POSSESSION OF THIS PRINT DOES NOT DESIGN OR TRANSFER OR L OF THIS PRINT DOES NOT CONFER 1 N 12 D3212 FOR CORRUGATED HDPE H12M.4NCOR DUAL WALL ORR 1 I. R DATE 4.20-07 (Fl 1 ( I PATE 1.210fi ( LADS I. 7�T FAX 770 9]2.2/90 N� HP C- �T FAX i70 9]b24 ND2TER PVC SEWERNTEDT. TRANSFER, ORLLMATIN HUSEOW OF THEDESIGN OR riylo last I 1 12 HIP, SEWER( 387. TRANSFER OR LICENSE THE USE OF THE DESIGN OR Nylo last 1 1 90 N12 HP.8PVC SEWER l4'38'1. 5-ADAPTERS CAN BE MOUNTED O'T0360°. TO DETERMINE MNMIN TECHNICAL INFORMATION SHOWN HERDN REVISEDBY NMM PROJECT NOINANE ✓ wxW.NYMPMSl ttV com 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLE O' TO 3B7'. TODETERMINE TECHNICAL INFORMATION SHOWN HEREIN REWSEDBY NMH PROJECTNO;TIAME .A www.nYlopMalm.wm 5- ADAPTERS CAN BE MOUNTED ON ANY ANGLEWTO 360' TODETERMNE ANGLE BETWEEN ADAPTERS SEE DRAWING 140. 7001-11D012. REPRODUCTION OF THIS PRIM OR ANY INFORMATION TITLE MINAIUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001.110-012 REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING N0. 7D01-110012. 6.12'-24' PEDESTRIAN GRATES SHALL MEET HIO LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 0612.18 DRAIN BASIN WITH PEDESTRIAN GRATE 6-17.30' STANDARD GRATES SHALL MEET H2O LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 0412.48 DRAIN BASIN WITH STANDARD GRATE 6.17.30' SOLID COVERS SKALL MEET HQO LOAD RATING. 30' PEDESTRIAN GRATE SHALL MEET H-20 LOAD RATING (SEE DRAWING ARTICLE HEREFROM. FOR THE DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 7-S•&HIT STANDARD GRATES ARE RATED FOR LIGHT DUTY APLKATNNS ARTICLE HEREFROM. FOR ME DISCLOSURE TO OTHERS QUICK SPEC INSTALLATION DETAIL 7-B'& IVSOLID COVERS ARE RATED FOR LIGHT DUTY APPLICATIONS ONLY: N0. 7DOl-110-144 FOR H2O TRAFFIC LOAD GUIDELINES). IS FORBIDDEN, EXCEPT BY SPECIFIC WNIITEN ONLY, NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN NO CONCRETE COLLAR NEEDED FOR LIGHT DUTY RATING. PERMISSION FROM NYLOPLAST. YRM4NYLMMr DWG SON A SCALE T.40 SHEET 10F1 DWG NO. 100i-110-i8] REV E PERMISSION FROM NYLOPLAST Mll Nnr T DWG SIZE A SCALE 1:40 SHEET 10F1 DWG NO. 1001.110.1N REV J DI-3A, 38, 3C EXPANSION KEYED NON TRAFFIC INSTALLATION _ FOR DETAILS OF MET JOINT COAST, S. EXPANSION JOINT 1 _3� FRAME & COVER ABACK OF SIDEWALK 1c JOINT BARS p; APPROACH � \ �_)GUTTER 4"MIN C T MIN DRAIN BASIN ,..,RUSHED 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 PACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN -.TER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321. THIS PRINT UISCLUSES SUBJECT MAT TER IN M" DRAWN BY CJA MATERAL JTJY YEKUVIA AVE NYLOPLAST HAS PROPRIETARY RIGHTS. ME RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, TRANSFER OR LICENSE THE USE OF THE DESIGN ON GATE 330.99 PMN(77019Jb2443 �T FAX 1770) 9322490 �✓ o as TECHNICAL INFORMATION SHOWN HEREIN ,YNY, nyl^Pl4slus.0 REVISED BY NMH PROJECT NOAAME REPRODUCTION OF THIS PRINT OR ANY NFOI ITDN TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY ARTICLE HEREFROM, FOR THE DISCLOSURE TOOTHERS DATE 0111.16 DRAIN BASIN III, NLNE GRAIN NOW TRAFFIC INSTALLATION FORBIDDEN. 6 FORBIDDEN. EXCEPT BY SPECIFIC WRITTEN DWG SIZE A SCALE 115 SHEET IMI DWG NO. 7001.110.111 REV E RI ACT m..."m• BAR F LEANS D r--A C F - BAP. A BUT TER FACE OF CURB CRACK PLAN I!� B O W BA I SECTION A -A KEYED CONST. JOINT WARPED 2., CUTTER APPROACH Z I1 ////A1L1`L1 1IBARS A GUTTER a�-TFffi�G31 --------- --------- -- ----, 0 , r ((I�p^\/\,/1 BARS F BIAS E B N IF } W:S' DIAMETER -8BARS EWEEP HOLE FRONT ELEVATION BARa•• 1'-e•' a" BARS B (GUTTER REMOVED) 1 N-O" 1.� 5XI/A" BENT PLATE = \ SECTION B-B N R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L2V2'x21V"XI/�' GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B/z" x a" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/z' X 4" STUD SHEAR NOSE DETaLS WELDED TO BENT PLATE AT T C-C. ,++22"„ APPR. PAVEMENT I- A L I- B , _ L _ DI-3C , _ L _ 1-rWARPED PAVEMENT XVDOT ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 104.09 08/10 FOR USE ON GRADES � � y Z FLOW � FLOW FOR USE IN SAGS BOTH SIDES TO BE SYMMETF:x: PL STANDARD CURB DROP INLET 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' VIRGINIA DEPARTMENT OF TRANSPORTATION DETAIL WHEN USED ADJACENT TO CURB WITHOUT GUTTER SPECIFICATION REFERENCE 233 302 I 18 MIN WIDTH GUIDELINE W MIN THICKNESS GUIDELINE (.7) B 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. 70DI-110111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH 4'MIN ON 8'. 24' ACCORDING TO PLANS &' MIN ON 30'836' (6-MIN.ON8--24',10-MIN.ON30- & 12' MIN. ON 3W BASED ON MANUFACTURING RED.) 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 SKALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 3 PLIGHT UISI;LWES SUBJEGI MqI ItR IN WHICH DRAWN BY EBG MATERIAL nw venunA AVE OPLAST HAS PROPRIETARY RIGHTS. THE RECEPT BUFORD, GA 30510 POSSESSION OF THIS PRIM DOES NOT CONFER DESIGN NSFFA OR LICENSE THE USE OF THE OR DATE 0411-07 PHN 0 932.2443 (7 l FAX 7Y0 932.2 I90 1V to last ( 1 � HNICAL INFORMATION SHOWN HEREIN Y mrw.n l0 1us c Y PMs REVISEDBY NMH PROJECT HO MIME TITLE RODUCTION OF THIS PRIM OR ANY (FORMATION DAWEDHEREIN, OOR THE ACTURE DISCLOSURE RANYTO TGIF HEREfROM, FOR THE DISCLOSURE TO OTHERS DATE 041b19 DRAIN BASIN WITH ALLATIN DEER QUICK SPEC INSTALLATION DETAIL ORBIDDEN. EXCEPT BY SPECIFIC WRITTEN SIZE A SCALE 1:N SHEET10F1 UINf NO. 70W-114H8 REY E MISSION FROM NYLOPLAST. =3Nn01A9+DWG SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE: FRAME & COVER TFIE TOP OF MASONRY IS TO BE LEFT ADJUSTMENT LOW TO PERMIT PROPER ADJUSTMENT OF COVER /4'O FRAME TO GRADE THE USE OF MORTAR NOR BRICK ASS DEDCTED BY THE ENGINEER. �a o� ¢> OW Zm Illiim& N& PA all I 3•y����IL�J �!!I MAY %////.%////.1��002 MMM=! 4 /%%%m m!!� s 4 •�I �•�•�• _'•r•• •. •DIAMETER 4'--8"♦ (2 x WALL THICKNESS) _ I� SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK BY HALF PLAN VIEW HALF SECTION A -A IWDTH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 4S' 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONCRETE MANHOLE BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU. YARDS 4 0.5 0.785 1.437 5 0.7 0.785 1.699 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 1.4 0.785 2.747 10 1.6 0.785 3.009 11 1 1.9 0.970 3.455 12 2.2 0.970 3.817 13 2.5 0.970 4.179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 16 3.4 0.970 5.265 17 4.0 1.173 6.032 INCREMENT 0.45 - 0.582 ERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS 302 VIRGINNA DEPARTMENT OF TRANSPORTATION OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED N COMPUTING CONCRETE QUANTITIES. 3. INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT OF DEPTH. 4. MATERIALS MAY BE BRICK, CONCRETE OR APPROVED CONCRETE MANHOLE BLOCK. 5. IF BLOCKS ARE USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR CONCRETE. 6. ALL CONCRETE TO BE CLASS Al 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNSHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ROAD MID BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 106.01 U CRAIG W.1. KOTARSKI Lie. No. 0402048507 -4- 10-26-20,< M E 0 � u rvN N > E v E w L 0 3 R O L M Q_J000 Z w J -ui Cd CD 0 O a H N C 0- Zr- A!v 3 oj On Q U w LL a Q O VT In i w N Z O =u >N c u1 A 0 N A of d � O W � H Ui CC 0 O or L7 0 O F- I- 0 w w w u a o a Z O K O DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N.A. L1J V / rui LL W ? J I -I I ~ W Z M U Q °j Cf z U z Q LU -I W J /J Q F- Ir..Ln O V Q 0 IJ.J JOB NO. 46423 SHEET NO. C1.3 c c 10 c C y E o ag o m v c m 66 72 9 O IA .- p� U C 2 wN A c G 0 S o N � E F L n z z OWNER: SLUTZKY, DAVID OR MELISSA ZONING: RURAL AREAS TAX MAP PARCEL ID: 04400-00-00-034CO PRESENT USE: SINGLE FAMILY RESIDENTIAL SCALE 1"=200' 0 200, 400' 121 0 / 0 OWNER: JACKSON, FRENCH T & ESTELIA BARNES ZONING: RURAL AREAS TAX MAP PARCEL ID: 04400-00-00-036A1 LLL a PRESENT USE: VACANT RESIDENTIAL LAND �� I / 1/ \ 10 11 13 / l I SUBJECT PROPERTY I __ OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD OWNER: GEORGETOWN GREEN HOME OWNERS ZONING: RURAL AREAS ASSOCIATION \ TAX MAP PARCEL ID: 06000-00-00-078A0 I ZONING: R6 RESIDENTIAL \ PRESENT USE: PUBLIC SCHOOL(S) TAX MAP PARCEL ID: 060F0-00-00-00200 \ PRESENT USE: SINGLE FAMILY ATTACHED HOMES j/\ i i I I 14 ID OWNER ZONING TAX MAP PARCEL ID PRESENT USE 1 THOMPSON, NEIL D RURAL AREAS 06000-00-00-080C1 SINGLE FAMILY RESIDENTIAL 1 JI 2 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-08000 VACANT RESIDENTIAL LAND 3 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-07900 SINGLE FAMILY RESIDENTIAL l 4 KRASNEGOR, DANIEL G RURAL AREAS 061OG-00-00-00280 SINGLE FAMILY RESIDENTIAL 5 CAMPOS, JULIO CESAR & MIRNA RURAL AREAS 06100-00-00-004AO SINGLE FAMILY RESIDENTIAL ADRIANA PENA \ 6 LOVES & FISHES FOOD PANTRY INC. LIGHT INDUSTRY 06100-00-00-00500 DIST. WAREHOUSE 7 CONNECT CHURCH RURAL AREAS 06100-00-00-00600 CHURCH WELLONS, HARRY A JR 2011 8 IRREVOCABLE TRUST& 2012 Cl COMMERCIAL 061OG-00-00-02500 COMMERCIAL FLORENCE L WELLONS IRREVOCABLE TRUST 17 9 CARR WOOD PRODUCTS LLC C/O COMMERCIAL OFFICE 06100-00-00-02700 MEDICAL OFFICE MANAGEMENT SERVICES CORP OWNER: GUERLAIN, STEPHANIE A E & 06100-00-00- ROBERT J HASCHART 10 MULTIPLE OWNERS COMMERCIAL OFFICE 27A1/27A2/27A3/27A4/ MEDICAL OFFICE ZONING: RURAL AREAS 27A5/276 TAX MAP PARCEL ID: 06000-00-00-07700 11 HYDRAULIC RIDGE SURGICAL R10 RESIDENTIAL 06100-00-00-03600 MEDICAL OFFICE PRESENT USE: VACANT RESIDENTIAL LAND / PARTNERS LLC 061W1-01-00- SINGLE FAMILY ATTACHED 12 MULTIPLE OWNERS R4 RESIDENTIAL 00100/00200/00300/00 RESIDENTIAL 18 400/00500/00600 13 HYDRAULIC DEVELOPMENT LLC R4 RESIDENTIAL 06100-00-00-03800 VACANT RESIDENTIAL LAND 14 STOKE, CHARLES B OR SUE S RURAL AREAS 06000-00-00-076DO VACANT RESIDENTIAL LAND OWNER: KALERGIS, DAVID & MARY M 19 15 DETERT, JAMES R & NATALIE R RURAL AREAS 06000-OD-MO76D1 SINGLE FAMILY RESIDENTIAL KALERGIS DETERT ZONING: RURAL AREAS 16 KENDALL, DAVID B OR TETIANA V RURAL AREAS 06000-00-MO70YO SINGLE FAMILY RESIDENTIAL TAX MAP PARCEL ID: 06000-00-00-077A2 17 TERRY, SHERWIN H JR OR RURAL AREAS 06000-MOO-070XD SINGLE FAMILY RESIDENTIAL PRESENT USE: VACANT RESIDENTIAL LAND ELIZABETH M 18 ABIDIN, MARY LOUISE I RURAL AREAS 06000-00-00-070MO SINGLE FAMILY RESIDENTIAL 19 COOPER, JAMES M OR V SHAMIM RURAL AREAS 06000-00-00-070M1 SINGLE FAMILY RESIDENTIAL SISSON L O CRAIG W J. KOTARSKI > Lic. No. 0402048507 L$ 10-26-20,w�, ui 0 p w w u a Z O 0 0 r Lm Z O a U Ln w Z O Ln w w Q p DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1 " = 200' ui V/ 0 —i ui < Y / L u O W I 7 Lg co 0 Z "O J U < W J a O p� U I--1 / n nV I--i z U ,Q w V O co JOB NO. 46423 SHEET NO. C2.0 a di c 0 0 L 3 c yyyyyy a 90 o CC o dZ 00 'oM T � a y C y a 0 c �v O 3 Z 0 m O m i n �v r g, a N X CO N, 5 N N i V N E 06 a c v m 09 N O N Y Fy f0 c N 0 C 0 A SE E L \\ BIRDHOUSE`\ N. \ \ \ \ \ \ \ \ \ \ I I I ! I \ \ \ \ I \ \ G°OkC. BASE I s cqo / OCHA�NL�� N. N. (Li J. KOTARSKI 9 . 0402048507 \`\\\1 'I/II1CIRITICAC 1 \\1\\\..UGP II/(! \ \ ''!\ SLI S TYPJ -_ _ 26-20( ) 1 \ < / NK ` \ ` 1 \ \ \ N. \ \ i I II I I II 1 I f - TR EP CONC.DIA) E \ \ 4 (/ /) FENCE 3' W METAL DOOR NAL a9 N. \ \ \ \ \ \ \ N. I I I I I I PAU/ED EN /� + ( ) ` \ \ \ \ \ \ \ N. I I I I 1 I I I I 1 1 1 / UG \ TRANSITION \ I +'®�'':��' A� \ \ \ \ \ \ \ I I I I I I I I I I I 1 I I I \ �1G— \ \ \ \ \\ \ N. \ ` I I I I i I 1 I / / I \ \ \ N. 1 -- I O� , \ 10'X 18' \ \ N. \ \ \ I I I I N. I G' / FfFAME SHED CHILLER ON , I 1 + , \ \ G , \ \ \ I - \ \ \ \\ \ \ \ \ \\ \ \ I\ \ 1 1 I II I II 1 q� \ `\ \ -w — - I T c.. I 4.25'X3.15'PAD o E \ \ \ \ \ N. \\ \ \ ` \ \\ \ 1 1 I 1 I II I I I I I �/-�� \ �I cc,0 •_ N c ` G \ h \ \ _ \ 3' (W) METAL DOORS (2) Q o I I I I 1 \ \\ `\ UGT- I / N. �� \ 1 E I I 1 ` �C I w yE luU. .N ; J�Q,' \ \ \\DG 0 wju L M G . \ \ 1 TOP=562.78 T T \ FIBER\ \ �r. /�' . \I _ \\ F 2j u, U ui O N. 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PVC uGT 560 — ASPHALT _ It It 11 \\ \±� . .� I", GATE 111 \\ \ \ \ \ \ 6"PVC II ------ -- - - .----- I lNV=558.07 2' it SDINLETW/GRATE III---`559''----- II 11 \ ♦ \ TOP=55743' II If I ` ` ` II j INV 1N=554.12' 15" RCP (NW) OU=554.02'15"RCP(SE) III N \----- - - - - -\ IF;0 11 \-// \------0CD-CBNCRE-TE � F- 1 ^-558------ If FOOT) / II 1 W _ _ III \ c I\ ! ..1 _ _ - / _ _ D _ _ if 1, `\\ _(=OJ^557------` -------III/ ---_ - ii ASPHALT TOP554-06\ VII \\- UJ- -556 - INV IN=B5-1.43'45' RGP (NW} •555 - - INV DDT=546.82-1 9" RCP (-SW)_\ 553 11 551- ' 11 GRATE TOP=543-80' _ _ _ - - _ _ - _ - - - - - / II 540. 10' 18" RCP (NE) - - - - _� _ ss/ - - _ _ _ 5404-16"RCP7NEJ----- /��\` V 550, �__-'`-� _-tl\ \ -__ - \\ III 54_0.4,24!'RCP(SE) - i� __-- srs -- II` `-` \\\ II _ 7- - - - ASPHALT / ` ` / - - - _ ` - _ _ INV I1T=54283' 15" RCP (AW) - - - - ` - ` \ �^ 111 / / / / / I / \ \ \ \ I 1W0UT=547.86't8=RCP I / / I _ - _ I I 1 _ -IL I II \ ` -556 } / \ \ \ I I —X— CHAINLINKFEINCE _ _ 1 j SH INLET IN RATE-7DP�&3'. , a;_ _ = 1N1/dN=538 25 24" RCEZNW� \ qp - _- iI;IILOUT=538.22'24eRCPt(SE) \ 539 _ - - _ _ - - - _ - _ _ _ �` ` ` ' _ _ - - ` -� —x� \ 11 \ \ \ / �'4 1 1 \ 1\ Il -_/ 7 /-------`___'--`-'- 1 '1 ` I / \// / 24 RCPOUFIFALL `\ \`\ \-538---/// // // / - _`_ - - - --- X ---- \ _ It 1 1 / 1 1 I / ssls\ _ t _ _ _ _ _ _ _ _ _ _ I f / \ / / 1 /INb33 15 _----_--_---- ��\``�- --- _ - -_-CH4INLlNKFENCE s �� \ 1 \ _ l / Z \ \ \\ \ 537 - _ / / /♦ / 7/ 7 7 _ —Z `--' _ - \ �- `'' - -- \ \� \ 6 (H)+ /.+ 12'RSPODYfALL — \ \ ` ssq \ \ / / /' I \-]-536---'/ / // // // -- '-- -_ _ -_ __ __-�\�`_ ---_ \ �W54513 I ly --'534--- \ 1-533 - ' / - / / / / I I I 1 1 L / \ 1� \ \ / / / I I / / / / / I 1 \ O I' I 1 1 1 // /1 e CONCII DRAINAGE / / / / / / / / I / / T \ / '\ 'Vl _.532 �/ // / // 1 I 1 ( ♦ 1 / / FLUME i' / / \ I I / l ! / / / / 1 I I 1 1 1 '�, \ I 1 1 / ///� i/ / / I/ 6's / 5 31� \ \ ♦ / / / / / / / / / / // I I 1 1 \ \ I \��� I I 1 1 t /i/j/i//' /' / � ' � i / / ♦ ! \ \ \ l / l / / 1 / / / / I I t 1 �° I Lj' I I 1 1 1 1 1 = _ �i % ' i�i ` - ^ I / \ / / / / ! �y3 ' �/ i' /' / ♦ \ � 1 I I I / ! / / / / / / j I 1 I `n 1 �� \ \ \ //�' �%'�� � � � �� 1 I ~ LID 1 15" RCSOUTFACE' 5,16, I mRAIN�GE I I \ \ \ Q'HAN EL "; 0r THRE D / I I I I 1 1 ASPHALT RCP U / -524� � / MOWPO BUFFER [/ \ \ \ \ \ 36\ I\ ROCK/ / ARMQUP, t 1 w \ \ \ _ CRITIC�4L i /i / ! / / /C. SLOPES(TYR)dG -517 TRAIL \ \ \ `� \ \ / / //! / / // / / ( / OGI ZG ul 515 \ \ \ \ \ \ \ \ \ \' I l f f \a / 7 ..INV=510,.06 \ I \\ �0 \ \\ \\\ \\ \� \\\ \\ `\ `\ \ \ \ ! f�lfl, v //4 I // \\ \ _514 - _ i' \ \ 1 '� \ \ ♦ \ T..\ \ \ \\ \\ \__ \ \ !II I ' / / / OC9 / III n 30"-RCP ` - - 573- - _ \ \ �i. \ \ \ \ \ \ \ \ \ \ \ \ \ \ I I I Il i �I it \ \ 11 I I I I �,,A ul O0IjF �i`x,N G_ p CRAIG W J. KOTARSKI 9 Lie. No. 0402048507 �' 10-26-20,w�, h E 0 � u rvN N G > E w 0/ E >� u. - w0 `mom ¢ -j M � d U) CD �N ULFu W M Z F ' X 3 .2 oa 6v c =U >N F a c '^ N M 700 � H I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 46423 SHEET NO. C2.2 n n m u c m c N c c 0 d 0 3 yp� a 90 a0 12z wO 6 �F T a O ° K m C7 3 Z Z y m `0 9 a v2 q7 y N X C y o L j L BIRDHOUSE\ \ \ ♦\ , / /,F�o�r/ c� `/ G°OkC. BASE , sys�-9'0 / �.: ems' i,' - LEGEND: ElREMOVE TREES G\RITICAC \ \ UG / / G - ❑ REMOVE ASPHALT SL\\PPES TYPI I _ _ / / \ \ \ \ \ \ \ \ \ I I f ) 1 \ < _ - CHAINLINK - \ - - PAVED TR. EP \ CONC.VIA') E \ \ 4' (ro FENCE 3' W METAL DOOR UG \ TRANSITION \ ® REMOVE CONCRETE 10'X 18' G '` \ \ \ G _ / 4?AME SHED CHILLER ON -W — - G 4.25'X3.15'PAD SAWCUT \ \ \ dEMO TION G \ \ \ \ \ 1 1 1 1 1 I Q Q ,\�' � \\ � \\ ✓ \ , \ O,FCURB ' I G h 11 \ \ r _ ` 1 �� 3' (W) METAL DOORS (2) I I I % / / /'" \ty� � 1 CONC / `SC�1F/i 1 I I I I I / / / / / ! / I 1 / / / / / / / / / I I ♦ �\ \\I'1 (/11•G 1 1 \ _ \ ` �, \ \ / ✓g000 "q 0 \ ` o V 'r/0(i�9o�/C F <c l/ TOP=562.78 rr ry IBE ` Li F R\ \ BOT=555.18' S . Val UL T \ / \\ \ \ ` ♦ GREASE /q15 (NLEyW/�GRtiiT / / \ \ \ \ \ A ERi RP TRAP (2) / / //TOPS 2r / / / I ` \ - - \ \ \ ROCK J / ` ` \ TOP=562.85' llyV4N 5� .803'/P� / / \ \ ` \ \ \ \ \ REIl)IQVE SIGN \ \ aGr \ F� � E/ ARMOUR \ \ G BOT=555.53' // � /,,EE / \ \ G - - - \ \ \ (TYP.) Irol,���'y54 fJ y�i (St) 3'(W)DBL / WATER`.) VAULT \\ \ \�\ �. I \ / ~— METAL DOOR I j \ CONCRETE PAD W/CANOPY (2) / CONC AND UTILITIES TO REMAIN \ \ 6,_ 8,(W) WALL D / ',L a TOP=560.76' / �q INV IN=559.0T " TC (lvvvl \ ` \ \ / / / } I ` /�/ ///� //////// \ J \ G CONC. INV IN=558, ' 6" TC (NW) INV IN=557 6' 12"#CP (NW) V O T 56.71 ' S" RCP (SE /N U 1 69 / ,,' 14 I I I I I / �j✓jj \ ♦ j"Xjjj/ \ / � c�.o ty \ S / J `ufO / II / / ///1 �? cc _ I / FFE=563.24' 7 I 1 \` G / \ _ - - \ I I / / / //// 1 //%///// ♦ ` r 3' (W) DOUBLE FIBER I BASKETBALL l / -i////I//%///// ♦ \ \ VAULT I I couRr l l / / /j//✓//// j/%// jj�///��/// \ i / \ 1 I / REMOVE. METAL DOOR ASPHALT \ ' \ x \ CONC sry PLA1 GRO ' , II / I /%>//// / // jj/ REMOVE / ♦ \ \ r ` iY III / / I ! , 1 i REMOVE SO INLET W/GRATE "/,� jj/j , \ 1 /// \ ♦ \.ate— \ \ / I / -%/ `I '1 / \ ✓////, SO //j/.. CHAINLINK FENCE TOP=549.48 , t /// s INV OUT=54740 15" RCP (SW) ij I ////`/✓// ` 6 IHl i \ \ N REMOVEI-+I- — ♦ \ I III 1 / / - - / �I /%/` \ MHS G- / - - 11 —FM-s c� \ �` \ CURB \ /////////// \+ �G � TOP=562.6T G I I (PORT/ONJ� //////1I IN-5 3' 8"PVC (SE) TYP. UT- .82' 8" PVC �/ ` 1 I \III i ///% I 1/ \ \ OC EXISTING REMOVE I R1 1 I I`\ \ 1 I I I '�/// I //Y// \ /iS// . \ ////////i r �� RANT 2 2 STORY 1 I REMOVE 15" %// OCK BLDG. RCP PIPES��/////j�//�/// S ♦ \ \//// //j/ \ \ \ , l l BL l li - __\ TOP=547 6q \ b I % K T ` - � _ /�/✓/ -� % 1` \ / /%/ i L�///// \ \ \ \ STRIPT IN TS IN,4CCESSABLE L CHAMBER=544.52 \ II\ \ Y,--- -tEMODE�LL 6'PVC REMOVE SIGN \ o REMOVE 1 // jj'♦ //// ///// \ Y I %// .. q _ JNV457.65` P X TO I NLE W/GRATE - - - - - - SD INLET //// /// j \ ` p// _24. r 1- I 49 \�/// ///// \ \ \ \ INV IN=546.93 15"R P (NE) y//// //A _ _ _ _ _ E INV OU%546.82 1 RCP SW / /// - /// / - (SIN) / //�// ♦ ////// _ - - - REfuIOVE \ _ ` - - -' - / 2� // / REMOVE�,jV=558 l�/ //////// INV=558.07 ` � SIGNS _ -J1 REMMMELOCAT l ` %// �� SD INLET W/ GRATE 11 I \ \ \ \ \ \cP\ \ "�//// \ `- �------------------ -4_FORCEMAINPER i-i�,� II \ _ \ w \ \ \ I \ _ _ , , TOP=55743' RE E - - - - - - - - _ _ -RECORD DWGS INV 1N=554.12' 15 RCP (NW) 1 l SD INLET W/GRATE 1 \// " - _ T/MM - GROUP=554.02' 15" RCP (SE) I I VOP=549.49� l J _ — — — - - .,. - - - - - - - \ L� SO CURB INLET / // \ \ \ \ \ \ \ \ \ \ \ REMOVE - (01 25 1J) \ // 16 \ \ \ \ \ I \ \ \ INV7N=,46.54 15" RCP (NE) \ \ CURB - REM GRAVITY _ _ �\ ' ` - - _ \ ♦ _ _ REMOVE IF - _ TOP=535.55 r \\\ \ \ \ 1 \ \` \ \ \ INV OUT=546.4815"RCP (SW) \ \ _ SEWER LINE PER NEW PUMP ? OCDCONERETE Q / \ \ \ PORTION INV IN=531.5715"RCP(NW) 0/ \ �\ \ \ \ 1\ \ \ < \ \ \ (PORTION) -------------- _--- -_-_ /11 \ \ \ \ — — — _ -STATION LOCATION \ — _ _ _ - _ _ _ _" FOOT/I E 11 INV IN=531.63 15" RCP (NE)�/ \ \ \ \ \ \ \ I \ \ - i ; �. /, -�� REMOVE MHS PIPE INV IN=52753 15" RCP (S) `\ `\ - - - - - - - - - - - - � - - - - - - - - - - - - INV OUT=52717 24" RCP SE i / \ \ \\ ` ` \ \ \ ` \ \ ` \ \ \ \ //// - _ / ' TOP=554.05 / - - - - - - - -RE - ( ) / \ \�\ \ \ \ \ \ \ iiiiii% - - - - - - anwoli�T�48so "Pve- w� - - - - - - - - - \ --TOP-55d:06 - \I / - INV OUT=546.02' 18" RCP WMHD SD INLET W/GRATE /// \ ` \ \ \ \ \ \ \ \ \ \ \ \ \ \ 11 ////// j / / _ \ , / _ _ - - - - - KENO - - _ TOP=532.06 < \ \ /�//// _ /--SO \ \\ \ \ \ \ \ \ \ I \/// y . " RELOCATE _ _ / , INLET W_ 17ATE T._OP=543.80_ TOP=532.99 1 \ \ \ \ \ \ \ \ (�/////j P1JMP 3`TAFION— — / INV OUT=529.09 15" RCP N \ \ \ \ \ \ \ \ //////y/i / j/ / - - - - - - - - - ' / - O 4 \ \ \ \ \ \ \ \ \ \ \ \ / ///// ///// - l BWOV IN 040 18"RCP / REMO \RE f \ ///�///// //////// - - - - - - ' - - - - _ INViN= 0.10' 18"RCP (NE) - /ice _ __ y 7NE)-----,7- VEa� G4AQ\MQ / j% //// C`�G -INV OUT 0.4324C RCP (SE) - �i�C _ _ RCP PJPE LRAIL \ 1 \ \ \ \ ♦ \ \ \ _ \ ///////// �// /✓//// f////X/ / \RCsMQVE♦$IGN`('[YP-) G� \ \\o ♦ \ \ ♦ ♦ ♦ ` \ ♦ ♦ ` \ \ \ �� /�i�ff `` %. '//I//// ////////I ///// REMOVE ASPHALT REMOVE 24" ` ♦ ` \ SD CURE7NLET _ _ \ ` �� / /�////�///////: - / RCP PIPE / �O 9p ` \ \ \ ` ♦ ♦ ♦ ♦ \ ` \ ` \ \ . \ TOPc532.3ar i �� 2 ♦ \ \� \ \ \ \ \ JND�IN T,26.49 T4 FRCP (NVVJ - _ \ // / SO .�i- ` \ \ \\\ ♦ \ ♦ \ \ \ \ \ \ \ - - - \ - k /// / +X�� riLP(G = _X_ I I _X_ —_ _ _ RE i \ \ ♦ ♦ \ IC%V�E7(� f=57�6.?! 1�4" RCP -(SE)- \ _ _ - - - _ ` - - \ • \ RE V�SIGN _ - - - - - EAAOV� _ - , _ TI -SD INLET W/GRATE_TaP=5�43.65 ♦ \ \ - _ - _ - -54a - - / / / / _ - - - - - -� % _ .1 VV/ 1N=538.25`24- RCP (NW) \ `�\\� \\♦\'` \\\\ \`' _ - -`_ �` - ___----545------ // / .-`- '/ // / -N /' _'1-INV_QUT=536.22'244RCP (SE) �545 /REMOVE \ \ 24" RCP OUTFALL \ INV=537.15 \ \ \ Q \ \ y \ `\ ' \ _ - _ _ CRITICAL _ _ - _ \ \ \ \ \ \ _ _ 542 'SIOPES�T_YP)`--_ �540- 0 20' 40 ` ` \\ \ 9cFs 9 p� \ , _ _ - - - - , \ \ \ . \ - - - 539 - - - - , / / / / // , / / / / / S/ \ CONCRES E DRAINAGE- - - \\ 9- IVG `----_--- \ \\ \ , / /�// / / / / Q\ - FLUME 6�pLTxi pF"� Q U CRMG W J. KOTARSKI Lie. No. 0402048507 -4- 10-26-20,4 m E 0 m N UI N > E w ti E � 0 3 u. - w0 `mom ¢_UQm W --m ce M CD M d H CD�N' 0 WF w m Z F ' X � 0 rn LL oa �v cn F a OD c '^ N M c vi ce O or cD 0 O 0 w w u a z O in 0 I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 46423 SHEET NO. C2.3 a n n m a t N c 0 d 0 3 yp� a 90 a0 12Z wo o �F o a. O ad c� 3 Z Z y � y 0 9 a p§ C Y N X C y 0 L j L TOP=560.76' e INV 1N=559.07' " TC (N INV IN=558. ' 6" TC (NW) INV IN=557 6' 12")K'CP (NW) INV OUT 56.71' 5" RCP (SE) Pa / FFE=563.24' 1 \ 3' (W) DOUBLE 'sh METAL DOOR / I / / CONC SW -- \ SD!IN QI / GRATE II TDP=558�08'\� or !1 QUj-D55 1¢ CP (SE) 00 j1 I M A 9 I SD INLET W/GRAT� \ ` r - ' - FM I - �a TOP=560. / I / -.lNV 1N=555.09 6" PVC,(NW) Il INV IIV=-5S2.,ZA.486"PV'C (NW) / INV OUT=552.14 15" RCP (SE) (APPROX) \ \ FM — — — — — _ G 11 / . / d® \ / I 1 \ \ _ _ F* 1 /l REMOVE/REPLACE _FM ► FM \�FM `o SOINLETW/GRATE C,g,G I I 1\ ` \ It SD CURB INLET / _ r UGT I UP 008.06' TOP=560.73 w J / J / - - INV IN=553.11 12" RCP (NW) I111 I I I INV IN=551. � W RCP (NW) !� r UGT / INV OUT=553.04' 12"RCP (SE) GGT \ \ \ \ \ REMOVE 2 STORY III \ \ i I JNWCUT=651.60 15" RCP i ''� �' \ - - ^ �X� �X �X \ �\\ AA \ _ U T- 11 ` \ \7 w BLOCKBLDG. 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No. 0402048507 Lam$ 10-26-20�, ^ E 0 o � N V, N C Q o > E a E w 3 � w w Q W i 3 LL O W 0 Iu cc j U oMp Z a -vi M O a o aN CL Z a 3 U Ln JC,)Q LL w Q O Q = R N S C N Z O Huai c L^ In N oLu M v OD �H ui s O x 0 0 w w w 2 Q REMOVE I1 ! CO SR///.. /i 11 G \ `\ \ OLD CONCRETE (\j - - I I /�� FOOTING U /1 I I %_//, 11 z -- $EMOVE 15" RCP PIPE - - _ 11 \ \ \ O / <\ \ \ \ , Vl DATE I 1 W J _ ,- VE " REMOVE 15" II i >>> \ lil ASPHOALT /} \ LT\ \ \ ` 1012612020 REMOVE MHD I W I I ///// \ - RCP PIPE O TOP=554.06' �I I j _ - -sue _ �� INV IN=551.43' 15" RCP (NW) I 1 � \— .555 \ \ \ \ • - _ ' DRAWN BY \ \ _ K. MELLON INV OUT=546.02'18"RCP (SW) U) \`' -_ _ '-- _ ---_ II !II -- - i� i I ♦\ ���� \ / • DESIGNED BY REMOVE ��/ I i - 552- - - - 11 / \ ` -5�r' \ ` K. MELLON GRATE TOP=543.80'�W ss> -, ___ ___ --__ _ LI --_ -- ---- --, _ \\\: \� • 540.10'18"RCP(NE) / � _ __ -__ -_ _ T 540.40 18" RCP (NE) /'���� REMOVE 18" 550 �\ \�\ • CHECKED BY 540.4324"RCP(SE) �'i' RCP PIPE I ='549- '--_ ---_- -- '--,--__ \ s9 __ — — --- --- _ _ — 548 —_ —\ -- — r / _ - _ _ - • SCALE II if 1" = 20' u _ - - RE1fl" EMOV_ _ R€MOVE_ I 545 _ RCP PIPE - M-RD I I TOP=552.95 - I I REMOVE// ' ~ INVIN-549,83' 15"RCP AUN ASPHALT / _ - - _ _ ( ) _ _ _ _ ` ` - - REMOVE t 111 _ III • //i - I-plNV OUT=54786' 18" RCP SW - - _ - - _ ll� I I~� REMOVE 24„ �/j ///'//////%. ( ) _ -,RCP PIPE \ I I RCP PIPE ��L \ \ I - / II / —x— I I /. REMOVE il- \ R 1 1 / —x — CHAINLINKFENCE 11 \ f 1 1 I I \ \ ------I RC PI E" x \ \ 6(H)f \ IIl1 \ �/) \ 1If i I1 i f// w SDpV1-4 OLETW/GRATEJaP=a23.6 _r X --=c�� \ / INV 1N=538.25 24" RCP NW - - / Irbi \ \' / / INV OUT=538.22'24`RCP(SE) \ /� I 1/� "- /REMOVE \ \ _ -. - - _ -_ -_- _ - - - — i"—x—_—--x—X \ /// / 24"RCPOUTIFALL `\ `\ - -sax j _ -- -' - - .. - - �X� \ / 11 f II �� �� W ` _ / / ., _- � _ __ - - .� _ _-� \ CHAINLINKFENCE �n / I / \ \ / / / REMOVE 6' (H) OUTfALL _ EMOVE INV=,549.3-3 CONC.Lu //-_._ � ARMOR \ 1 _ \ - \ � � I �C \� \\` / ' / -534---�//'//'//''// Q 4 533 \ 1 / ,\CONCRFs=EDRs)INAGE-,-- 532' ° I FLUME \ O It I / / , 1 1 .. _ -- - - .: ' 1 �s / // / / z J530. / i / �' / / `- \\ \1 I I ( / // / I / // / , \ \ - r �_ — / .- jF / 1 1 VYQ / // 11 1 1 I I 15"RC"UTFALL, Q J 3 1 III �___ A1/V-i523.0����5'j8_ /'' ' / -�' /-_' \\ j i i I ' ' j I I 1 \\ \ '\ \ _ / / -1\g �0 1 \1 :�/' \\ /LLI Iw m O mRAIN�IGE� I i I I 1 I 1 1 \ \ \ \. /,.. j �C>l. \\.\ \ / // a Q'HANI{rEL/I I I I I I I I I 1 \\ \ \ 1 /. -/ / / �`�' 0.11:0 9$ ! " / !/��// w THREAD \mo o / / / / f1G/Gv g 'o. _ 2SPMALT \ \ \ I I I I I I I I I ! � - \ JG �\ / z I ! / ! III - -524 ' I 1 1 \ ` \ \ r ' a EXISTING SHEDS J �! // /� 11 - \ 3'� / \a I I 1 11 \\ \ \ \ I\ I ' I 1 I ! \ "� / / � / / / I I �' I � ` ->'/' � TO REMAIN i / ' 7 uri 1DO'WPOBUFFER RELOCATE / I PORTION OF // / TRAIL / ROCK 'R'RAAQLIf� — ..520, \ /// / ice/i/ "//i' i/ ' ' 5 / //'' / — — _ _ , , ^ \ \ I w \ _ _ CRITIC{tl �r %/' _ G Ic Ll \ \ \ N \ - - - . \ p \ \ \ TRAIL_ � ,r \ \ � �— � --__— \ r ! l l -517- ' ------------5==%\\ll1l —30^WP/ 57$Ncl i wv=510:08 \ / / \ \ \ �� I �'w \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` _ \ \ \ 1/1 /l III I I I l l 1111/ I l/ _514- \ \ \ '\ \ \ \ \ \ \ 1 /l/ I 1 I1/I 111I1I / ? ,/�/ \\ \\ \\ •..,� \I\ \ \\ � \\ `\ -�\ \\ \ `\ \\\ �\ \ \ \ ! I/11�� 11 l/l�ll Illl 1111I111/l/ I / 30'FRCP `--573.- -'^� ` \ \ \\ \\ \ ` \ \ \ \ \ \ \\ \ \ \lll 1/11 /l.I IIf 11II/Il fl'I'II JOB NO. 46423 SHEET NO. C2.4 a di c 0 v 0 L yyyyyy a 90 oCC "z 00 2m c MT a y C y a 0 c rr m O 3 Z 2 m O v i n 2 m r a N X C° v 5 N N m c i V N E 06 a c b 09 N O N Y m V � H 0c N c C p A sE h� E L e � e: em � e 8. %b; 1 SHEETS C4.1 & C5.0 / 255' FROM PROPOSED ENTRANCE TO IVY CREEK SCHOOL ENTRANCE Na IVY CREEK SCHOOL I' MAIN BUILDING 102' FROM PROPOSED ENTRANCE TOJOUETT MIDDLE SCHOOL ENTR, JACK JOUETT MIDDLE SCHOOL 7 S0 O `! ✓�Cfr O��c BQi ✓oel q��� 0�14412 0— a, mFA vvvv-� Eo ®J y A 11 m U a� v�Z. Il�oc v nD 1� / v L IN--. / n II / �I / /4 60' FROM PROPOSED Yf T T ENTRANCE TOLLAMBS LANE 11 QG TRTFERSECTION 11 �FM FM J IAMBS LANE — V � 1 � / CRITICAL SLOPES (TYP.) " 7 PROPOSED BUILDING 0 55' FROM PROPOSED - t \ \ �ENTRANCE TO LAMBS LANE `. L /U / UG SHEETS C4.2 & C5.1 LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY p.1T"OF � 0 e-� U CRAJG W. J. KO'rARSKI 5 Lic. No. 0402048507 Lam$ 10-26-204, ^ E 0 � o N V, N C > E ai E w ~ 3 a 0 LL o cc auUoMo Z w J—vi O ce rn m 1F�I1NaN'. a 0 IS ZF5 r of 301'na U w LL a 0 o�� Ni yN Z O_ =u> <� N n M W Lu �OD ui s 0 0 0 w w u Z 0 DATE Vl � 0 1012612020 O DRAWN BY K. MELLON } • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1"=40' am ui C) LLu V W H� Q > Z zg ou J r/ U Lu w W > m 0 J Q 0 V Q m JOB NO. 46423 SHEET NO. C4.0 a t N c m c 0 d 0 3 yyyyyy a 90 o CC O dN do am '0M c F T O a y C y . D V O c (C W O 3 Z 2 m O v i n 2 y 0 0 6. a N X O N 2 N m N C Y! U N E 06 v c v 09 N O N Y N V y �8 N � C p m sE � E L 1 SCALE 1"=20' 0 20' 4i BIRDHOUSE I F O,�Fr CONC. BASE AFL s/Cqo CRITICAL UGP SLOPES (TYP.) PAVED ENTR. EP CONC BASE UGP TRANSITION (I.°IAI — J—G— �� c Q � c -- J j UGT", — — R40' 10' X 18' FRAME SHED / -. CONC R10' a!' FIBER VAUL T 00 ROCK ALERT STRIP "� j ARMOUR R10' G � J R29, oG R © Gc \ UT� CONC. / t1Fm Y ' D BASKETBALL COURT II II I x II 11 II I II II II X_ _ � I II PLAYGROU II \ II II 3 II it nm II to I I � � I �D I Z II \ 1ti1 I I II u I X — I II II � II �i I i � I a 0 GRASS SEATING AREA FOR FIELD PROPOSED FIELD (186' X 126') CRITICAL SLOPES (TYP.) CHAINLINK FENCE 4 ' (H) + LEGEND: CONCRETE SIDEWALK ? r HEAVY DUTY CONCRETE 3' (W) METAL DOOR HEAVY DUTY ASPHALT CHILLER ON 4.25'X 3.15'PAD LIGHT DUTY ASPHALT 3' (W) METAL DOORS (2) i MILL AND OVERLAY i 7 spy ..�� NOTE: A KNOX BOX WILL BE REQUIRED FOR THE BUILDING. TOP=562.78 BOT=555.18' �S . GREASE TRAP (2) TOP=562.85' BOT=555.53' 3' (W) DBL METAL DOOR W/ CANOPY (2) 6'- 8"(W) WALL \ c CONC. AN - UGT 18' (TYP.) r \ ✓cr WIPE DOWN CURB 9' (TYP.) `ter INV IN= INV I (10) 6.37" RISER WITH HANDRAIL � R; APPROXIMATE LOCATION OF RELOCATED PUMP STATION SUBJECT TO CHANGE WITH i FURTHER STUDY. .v� r �0 I / FIBER I FFE=563.24' VAULT c� 3' (W) DOUBLE yy METAL DOOR conC Sw 1 / G 1111 MHS \ G`.i —41— _. _ FM -s TOP=562.67' C�� 11 T=c3' 8" PVC (SE) / I 82' 8" PVC Il EXISTING FHA TO BE RELOCATED 8" PVC GRAVITY LINE TO RELOCATED PUMP STATION. - (8) 6" RISERS WITH HANDRAIL ALERT ' li STRIP i R50' i 10' n Ia Q � I (12) 6" RISERS TH HANDRAIL 4" FORCEMAIN (TYP-) FROM RELOCATED PUMP STATIO1 S I 6" PVC GRAVITY LINE TO RELOCATED PUMP STATION. (12) 6" WITH H �6' 6 '4------ 42' 1 PROPOSED COURT (50' X 42') FL TE DRAINAGE V,p u OF O e- U CRAIG W J. KOTARSKI y Lic. No. 0402048507 Lam$ 10-26-20�, ^ E 0 � o N V, N c > E a E w H w 3 bV+ LL o 3 p LL w 0 0 Ucq a j z H — n O rn auii� a 30 �Q U w u 0 O Q N S y N z O_ xU H u, Ln N 00Lu M of v OD w �0 H ui s O x C7 0 Hx- p w w L H Q z O DATE in 0 1012612020 DRAWN BY K. MELLON } • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • SCALE 1"=20' JOB NO. 46423 SHEET NO. C4.1 0 di L w' LU FFE=563.24' LU - 3' (W) DOUBLE LU - - - - - - 00 0 �s� c '.rJy METAL DOOR - -' - — FM -- I - FM �•►q�� rME 0a F FM CON° SW FIRE LINE'C'FM R15' — — — SCALE 1"=20EX cE ® ® _ �FM� ! BS LANE CRITICAL 1 FM LAA C 9g85 W R20'���SLOPES(T0 20' 40' I8"X6"„ TSV ��FMR130' 8 X 6"L)GT,\ FM'_ _ FM W TSV © `\ G&G I I I I G-12 II II _.-W II IV II ' 11.250 + . G \ C I 1 U W °' 11.250+ R5'2.5° BEND II 45° BEND CG-2 1.5" W CG 2 12' 6" X 2" TEE METER s — - R50' 10,' Jil►�L1'� �!! R100' CG-2 (12) 6" RISERS 5 WITH HANDRAIL I ' ' TIERED R TA WALLS " 1 (TYP.) MAX HEI HT' +5.5' I .41 N 68.2' 4. SAN 50' 6 6 187.4' PROPOSED COURT ' - (50' X 42) - III IN 11 111 5 I / — CON ETE DRAINAGE FLU f -ROCK ARMOUR 100' WPO BUFFER TRAIL V 22.50 BEND r FIRE LINE 'A' BUILDING -MOUNTED FDC PROPOSED BUILDING TIERED RETAINING WALLS MAX HEIGHT: *6 CRITICAL SLOPES(TYP.) 11.25° * 180 \ \ \\\ ' (TYP.) 45' BEND DOMESTIC /_ \ LINE 'B'�9(TYP.) \ ENTR WITH EN"NCE TO BE CLOSED, CTO BE EXTENDED ACROSS E CONTRACTOR TO COORDINATE =WRL)t PROJECT AS NEEDED. G \ . r.'.'.•'•••.'.": Gip.\ \ \'. � .i . \\ \ .CCU GGp \ \ \ 1\04.1' R5' c �i • • e R5, i // // � �7 R3' 1, 1 \ • V PROPOSED COURT (86' X 52') j RETAINING WALK WITH HANDRAIL ` MAX HEIGHT: t5.5' JG� 5e 5\11 a OGP RF R2 18' - WIDE DUMPSTER ENCLOSURE AREA WITH GATE ASPHALT JG UGI LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY NOTE: A KNOX BOX WILL BE REQUIRED FOR THE BUILDING. +,`�T'�T 11 0OFL O V CRMG W J. KOTARSKI Lie. No. 0402048507 -4- 10-26-20,< M E 0 � u rvN N > E v E w Lu >r U. - `mom w0 ¢juUaMo Z ce O a H N �N a 0 Lu Z i Of 3: 0 U w aLL Q O V _ N >N Z O_ =u 0c �_ i N � M K OD � F- vi ce 0 or cD 0 O Q w w Lw r/ Q z 0 DATE n 1012612020 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • • SCALE 1"=20' w V I W (n Ee N UJ z ce Q > in > uj I F- HI o J w ~ J U < ED OED zS J Q p V 4 Q J Q '0 W JOB NO. 46423 — SHEET NO. C4.2 L N c 3 C yp� a 90 20 eN w o o� �F T a O c� 3Z Z y 0 R9 2 '§ a v q7 y N X C y O L j L BIRDHOUSE \ I [F� 1. WILL TO BE COc BASE c __ ' ,_ '� CONTRACTOR FLAG LIMITS OF CRITICAL SLOPES DISTURBED WITH I s�s qq ..: -' SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE Q .—� OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE 1 1 I 1 \ \ \ , - _. , 1 I / -- = 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE I I I \ \ P— GIRITICAC \ \ ..— OG __ / G _-- CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. \ \ \ \ \ \ I SL\ PES TYPI% ' — ' = CHAINLINK 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE \ \ \ \ \ \ \ \ \ \ \ I 1 ! I I I 1 1 I ENTR \ EP CONC. BASE \ FENCE 3' (WJ METAL DOOR DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. N. \ \ \ \ ` \ \ \ \ I I I I I I I I 1 I \ I I 1 �.. PAVIED \ \ \ / I (I'DIA') \ 4'(H)t TRANSITION 1G_ —� - -- -- , \ 10' X 18' G 4?AME SHED CHILLER ON -w — - c I i 4.25'X3.15'PAD \ \ \ \ \ \ \ \ 1 1 1 1 I I P Q - -- \ G ; `� \ T _ I < 0 3' (W) METAL DOORS (2) /if/ / 1- `\ r\ - \ 11 I ��- I i ♦\ T\ `\ _ �\ O' \ CONC 1 7 / //// // /, / Q \ ` rG /� �q C,F \ TOP=562.78 rT Ty F \ BOT=555.18' S. Val UL T \ \ \ \ \ \ ` ` GREASE 1�6 4NLEyW1,,GR�1'T ' / \ \ at rsrRl TRAP (2) / / / / //TOPS 2r /,' I ` \ - - \ \ \ ` \ ROCK TOP=562.85' !l V4N ,�AB0'3''ARMOUR 1 \ BOT=555.53'LO , )DBL METAL DOOR _557 W1 CANOPY (2) CONC \a \ 6- 8"(W) WALL r�TOPT560.76 Lrj or \ \ \ \ 1 1 10 402 \ INV 1N-559.0T " TC (N4 INV 1N=558. ' 6" TC (NW) w INV IN=557 6' f2"#CP (NW) LU I INV OUT 56.71'/15" RCP (SE) Lu 1 GQ/I \ �G- `i.�FO I I1j l ll l �, 1 \ c UG? \\ Lu / / J v / ' ! v i A� F - C/ / FFE=563.24' / I / \ \ �- _ FIBER r " BASKETBALL ' / / S � \ � \ \ \ I COURT l l /\ i s METAL DOOR / ll ll \ \ \ \ N. \ i VAULT Z ��c\ 3' (W) DOUBLE 101 Conn,. Sw \ X C 1'�RO 1 I , l l / ` — ♦ 1 II 1 / ` Cp \ r � WEIR PLATE 1 I \ \\ \ \ \ \ n \ \\\ilk / 36" ACCESS RISER WITH \ 1 ` \ \ TOP= 6MHS c C&G FM s - f VDOT MHA TOP (TYP.� \ \ , - \ ` ` \ N.LIC D / ` V IN- 3' 8"PVC (SE) i \RAINAGE I \\ I IJ \ ` \ ' , \ INV T= 82' 8"PVC �W / II11 \ \ ` Z \ ` Iti\\ \ EASEMENT I I IIII 1 _ — \ 50 LF OF 84" CMP _ £ I \ \ \ \ m \ II I I \ \ \ / I \ ` Ut DERGROUND DETENTIgN01 ji / \\ \ G 2 _ IIII \ MH —L 0'' ° 5 15.STORMWATER FACILITY I \ ALEF- I I TOP=54764 _ — — \ \I ; j , C�—� / I \� \ EASEMENT \ I I \ — \ STR IN TS INACCESSABLE L CHAMBER=544.52 \ I I\ \ \ \ \ \ \Y r) I I / \ \ \ ` \ \ ) I \ \ \ \ ` 404 - ' /'\' N. 562 N. Ln to \\\ _------- \\ ! ' '/' \ II\\\\/ /•C•\\�\ \\v vo \561 5 0 110 IY/ \ \ I ` I`I - - - ---- _� �yI - 558 % I \ \ \ $ N \ \ \ \ \ 1 1 \ ` \ _ - _ D \ \ \ w o \ \\\ \ Z557 �\ \ ' \ L SD CURB INLET / \' \ \ \ \ I \ '\ ` \ \ - _ _ _ _ _ _ - l _ 555 _ TOP=535.55 \r \\\ \ \ � \ \ � \ \ \ \ � � � 55q INV IN=531.57 15" RCP (NW) OQ/' `�\ \ \ \ \ \ \ \ \ \ \ /• \ \ \ \ \ \ — _ - - - - - - - - - _ - _ INV IN=531.63 15" RCP (NE)�/ \ ; \ \— INVIN=52753 15"RCP(S)N. \\ \ \\; \ \ INV OUT=52717 24" RCP (SE) / \ \ \ `� \ \ \ \ \ \� \ \ in 503 TOP=532.06 SD INLET W/GRATE TOP=532.99 1 \ \- !NVOUT=529.09 15" RCP (N) \ \ 1511-010 s SD CUR87NLET If \c532.3ar_ -__ TOP _ 5 !�- ' i JNb4N=5526.49 242RGP (NRT - - - / 116 - - 118 - - - - - - \ RCP_(SE} 504 slfJ(%9-57�6.4 - , _ 547- _ l \' / — TIERED R�FTAINING.VVALLS _--sis------\ // \//MAXHEIGHT:t�5' .— -- 113 545 404 ' NN CR1T1CAL --_ `SZOPES1TYP.)'-__ \\� \\ __542- '-_ -- // \ \\A -_ \'\ _-� / / /�/�i,,l, --- \ — �`-_ -541 SCALE 1"=20' \ ` \ \ \\ \ "� -- _ _ \ \ \ \ —540- , \\\ 9cFs9p�N \_ `\� \\\-___\ CO CS�E4RA//NAG�' 0 20' 40 `\ \\� --- 539 ---- ,' / //'/ / / / ::�--\ �/' �Cyty��pLTxi pF"� U CRMG W J. KOTARSKI Lie. No. 0402048507 -4- 10-26-20,4 M E 0 � u N UI N > E w 0/ E �n U. - w0 `mom ¢_jU000 W J —uj ce M mu)" 0LFu W M z F ' X 3 .j N oa �v =u >N F a 00 c N M 7 z 0 K U w 0 z 0 w K I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 46423 SHEET NO. CS. 0 0 0 0 3 yp� a 90 a� 12z wO o � �F as 0� ¢d c� 3Z Z y 0 ` 's Q v2 q7 y N X C vo L j L TOP=560.76' / INV IN=559.07' " TC (NWT INV 1N=558. ' 6" TC �NW) INV 1N=557 6' 12"X&P (NW) INV OUT 56.7115" RCP (SE) P� 5 FFE=563.24' c \ 3' (W) DOUBLE '.ray METAL DOOR / CONC SW / (APPROX) \ — 1 - _ _ — — — - Sai'�- _ _ w \\\\ \ scvrts 1 / rr./ _ 3 Ewn �FM — — — — — / -- \ / - ¢� 3 - 204 --- _ _ - f_ \\ w0 `mo l__—FMB FM-��_�\'r FM_W' co �Wj/ a h wJ—ui O G _ UGT-- \ \ ` > o N C& 1 I SD CURB INLET / _ - �i \ \ \ a H N ' a I 1 \ I TOP=560.73 __ W / _ 7 - \ \ - \ z r' A! v INV IN=SSI.ZB ib"RLP(NW1 - - - - - S \ \ \ N x j 11 INW�OUT=551.60 15" RCP 205`a` wp III II \ - - - - -, ll 203\\ �� \ \ • �= w� z ----------- _W F I IQ -- - - - � -00 UGT- _ ss9\\ . 0H - _ 560 _y— ` MATCH EXISTING GRADES .- 202 _ ` \ G'OORDINATE WITH SIDEWALK \ PROJECT AS NEEDED. EW l / T\ - 562 -S61 _ _ I I.S — yy 220 LF OF, 96" EMP , c ce - - - \ 0 50 I = I - - - 217 � � � � UNDERGROUND - \ 1 , ` � o DETENTION , ' \ 215 \ 207 11 \ or 110 MAIN LEVEL FFE: 561.00 , j 7 1 u o 36" ACCESS RISER WITH Z / �\ \ \ \ Y` DATE VDOT MH-1 TOP, (TaYP )- , d� 7/ c\ \ > \\ 0 1012612020 DRAWN BY K.MELLON STORMWATER FACILITY _ - - EASEMENT 216 - �\ , \ \ // / \ \ / DESIGNED BY - - \ _ ` = . / / / / \557`- -` ` \ • K. MELLON ROOF DRAIN (TYP-) / / ' / ' - - � � �\ \ • \\ `"�� • CHECKED BY ip _ 557------' 7� \ 7 / s_, \ ,U�1� • C.KOTARSKI / \I // �/ / / / \�\ `v//> �`s�2\\`\\\ 1- `�\ • • SCALE SAN` _ `__ ' __-_ �``���_ ��- \ �^ - / \ --- /,•/.. / / / \,\ III // LOWER LEVEL FFE: 537.00' _ � � � , \ _ , ' • /r ' I � / / \ I I � 5 �.� ' l / ! _ - _ \ MAIN LEVEL FFE: 561 00' ! \ 2� 19 ui 560 / S40 r _ _ , — � � y .- _ y _ _ _ � \ � •. r _ •_ _._ _ ' � , -' - _ _ � '_ _ ` � \ \ / / I I 1 ir, � 56p \ 210 � / / �'i. / \ \ \ / / tg- �Lu 1537 538 - 2 ,-x,� _ ''_ -- _ _ T _ - - ` 1 _ - - - - - ROOF-DRA N (TYP.) \ ' \ \ - - - - - \ J 11 , \ \\ - ' / / /-�__________________ _� -6_ __- � -� \`\ � ``_ - \ \ \ `�``_ ,•• \ \ \ \ 1 \ \ ' / / I 1 � /=s6,,/ \ // // � qZ 3 / ///// � ^J F03/ \` `\\ \ — .535— \53— \ ♦ I\ \ \-534 Q '533. 526� / I CO Fs�E 4RAIINAGE` _ I i y/ , _ e � 532 / � i / / / / 123 / -R( \ \ ' 1 ,I 1 `f / /' � / ' / � 36, / \31iJ•, I I 1 \\ � • .I •I .1, u Q 530 / / 1 r. c / / w 102 I .i i i ' / . \ \ 1 I I / / / ! / I 1 \ \ • ' \ '. _ — _. "yb I , ~ / / .j d' 0 l I I I �I 1 .5a9,' ✓' �� i ' \ I I I / , I / I I 1 \ \ \ • \1•//•• - -/ / I _ ' ' Q 1 1 Cis 0 TFALL` mRAINJq, GE 214 QQNANNEL -525 / / ,' / 1HREAO i j I \ o �\ \` \ \ / // J �oO� 18 �o G�, I - - 2SPI44LT UGP'/ LL -524 _ TIEREDRETAINING WALLS \ \ `> i / / j / RETAINING W \\ o / 52?_ —r ` \ 1 , MAX HEIGHT: t5' � //j �, , , - WITH HANDRAIL - 1D0' WPO BLIFFER ` \ I \ 1 \\ ` Sys \ \ \ / / % �/ / /i, MAX HEIGHT: t5.5' 101 _ �-� ��- / � � — � •i 1 I I 1 I 1 I \ \ \ \ � � \ \\ � \ i//,i/,! / / Ro 519\20' PUBLIC DRAINAGE EASEMENT \ I \ `\ \ — _ SLOPES jYR. 20' / \`___ It TF,. _ \ , Np \ \ \ - - _ - \ \ r1' rl i / / / G� NOTES: / - _ _ _ _ _ _ - - \ — —�- \ \ \ \ \ / r , 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH ' -- \ . \ \\ \ `\ rN `\ \ ` \ ` \ \ \ , ' \ \ / " / / SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. 0.5' /ZVGDIA.RIP 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH / / \ CLASS AI �N , , \ ` \ - - _ \ \ \ ` I1 I' I, ! l / l l / / SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. -3D"�P \ .� _ / I I O \ \ \ " \ \ \ \ I + / 1, l / JOB NO. `' WIDTH 1 = 7. ' \ \ \ / 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE ..INV=51QQ6 r \ i0 \ ` \ ` \ \� ` ` \ \ ` \ \ I'' ! ! f I, l /� ! l 'WIDTH 2 - T r / OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. 100 - \ \ , \ / , / �, 46423 \ LENGTH = 14' , \ ? \ \ I c, 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE DEPTH = 1' \ , \ \ ` \\ \ \ \ , \I , I l ; ; " /l !� CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. SHEET No. OUTLET PROTECTION IS OVERDE§IGNED TO , \ \ \ \ \ I 1 �1 !! / I 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE 30"d?CP - - s/ - ` \ `AGGOUNT FOR 10-YEAR DESIGN STORM. \ \ \ \ \ \ \ , \\ ` \ \ I / I , I +; - r r . / i DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. CS. I m c N c C c 0 d 0 3 c yp� a 90 a� IY N do n� rF "s o as 00= �d c� 3Z Z y � y `69 9 a v q7 y N X C y o L j 12 N C E 06 v c N b 0v N Q N � U F2 G U 8 � N � E L rn o CD 0 �o,oU I V U O N Cl)00 N r- 01 N .�. p 00 V%I� M �LJ N7 M mr, a U) O V H °0 6 " mM°D(6 (MO O M NN co (n m�N(n (O M NO'T m$Om W m u7 u) 0 + N LO ~ m O (N (fi � m M + O (M N F- - to + � ~ O Cj O Cl) (n U') (n (h wI(nz O •- > Z) 0, 'z0 cl),in_ZZ_Z_O'.-�ZZ0 Z) U) Z) uy0 Cl) u�zzz0 0 0> 0F0>> �0>>>>4 -p>>> iOFO> �(AFZ cvi�0>>>> �V)Hz .-(pH?? IfnHzzzz=(AI-zzz .-(nH---- 550 550 565 545 545 PROPO D / G E 3' IN. 540 540 of 535 6o"6NOPflo 535 5.30 / 9 530 / 1 3' MIN.NQP EXISTING GRADE / � / r 525 525 O C8J 520 520 / 515 OF 1 D 515 1p3 PE 3q 3 p0°lo 510 510 9+50 10+00 11+00 12+00 13+00 STR 100 - STR 116 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 is M N io N uY N ui h N H N v N v0 200: ES-1 for 24 inch Pipe �(�O v-N a0 v r� M v, u. O� M M O v "I (n co m (n (n STA 10+00.00 U O O M Ln C? }r O Ln u H rn, Ln (n = + 0i N U') ~ m (0 (n C? °+° 00 u H TOP552.79 o�`�izzp ��(�zz0 o1U)z0 INV IN 550.04 (201) NOHO»> 0�0>>> NH0>> N U) Z Z 04 U) Z Z N ca Z 570 106: 15" Basin - Circular Grate STA 10+71.26 TOP 544.29 INV IN 538.97 (107) INV IN 537.10 (125) m m INV OUT 532.46 (105) 108: MH-1 U16 0114: O 15" Basin -Circular Grate STA 10+94.97 `m 122: 15" Basin - Solid Top STA 10+00.00 TOP 552.81 5 o ro rn STA 12+21.87 TOP 540.83 INV IN 545.21 (109) U _ O °i o U N TOP 536.46 INV IN 536.08 (117) INV OUT 541.34 (107) N co ,co INV IN 531.49 (123) INV IN 536.08 (115) 110:MH-1 o ,(Q $ a n N N N r co m INV OUT 531.39 (121) INV OUT 532.23 (113) STA 11+20.42 mC> CO o+ N co N F ONrh0 m (n + (lei F 124: 15" Basin -Circular Grate 118: 15" Basin - Circular Grate TOP 559.38 roi z z z p (" � Ln Z p STA 12+52.58 TOP STA 10+13.29 INV IN 548.37 (66) v ¢ a > > > > o ¢ a > > 535.89 TOP 542.09 INV OUT 547.75 (109) O U) FO z Z z z (r z z INV OUT 531.64 (123) INV OUT 537.00 (117) PROPOSED 505 555 555 560 560 GRADE 560 550 550 555 555 r 555 545 545 550 550 PROPOSED PROPOSED EXISTING GRADE EXISTING GRADEi GRADE �i 00 / 550 540 -\\ GRADE 540 545 545 60 OF _ / /.- / N O Q 24 �p°lo O� \ ,5O @3 �- QQ ryry�DO P O 545 535 ✓ J �rr _ 535 3. 4. 540 T MIN. - - 540 12, 123 1� 4 540 530 _ �- -�^0'OF 530 535 _ 90 � 5.35 QQ� b 119 79.6S OF 15" HDPE 1 '6° y5 r 00 142.24' OF 15" HDPE1 @ 0.50% �6�' �0. 15" HDPE @ 0.890 (� @0.72°k 535 525 525 530 530 9+50 10+00 11+00 12+00 12+25 9+50 STR 104 - STR 112 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 m r O N F N O co 47 N mP,0M? U) to o�(Lz O CM U) Z 210: 15" Basin - Circular Grate STA 15+40.00 M TOP 559.99 v INV IN 554.75 (211) L) O INV OUT 554.65 (209) rn 0 moire 212: 15" Basin - Circular Grate m (,0 6 F STA 15+58.23 � (0� 0 TOP 559.75 ¢ a- INV IN 554.94 (213) NU)FOZ INV OUT 554.84 (211) 570 565 EXISTING / 565 PROPOSED GRADE GRADE PROPOSED 560_ 6" FIRE LIN TOP MIN. 555 I �- `-_ _ 555 209 211 213 11.68' OF `- 6 .60' OF 18.22' OF 5" HDPE 84" CMP f- " HDPE 15" HDPE o 0.50 h r- �- 207 0.50% @ 0.50% 550 INV = 550.0 203 - 205 67.79' OF 193.29' O 18" HDP 550 201 193.56' OF 24" HDPE @ 0.50% 4.76' OF 24" HDPE @ 0.50% 0' HDPE @ 0.50% @ 0.80% 545 545 540 540 10+00 11+00 12+00 13+00 STR 104 - STR 124 PROFILE n, 9+50 10+00 11+00 STR 114 - STR 118 PROFILE 106: 15" Basin - Circular Grate STA 10+00.00 TOP 544.29 INV IN 538.97 (107) INV IN 537.10 (125) INV OUT 532.46 (105) 126: 15" Basin - Circular Grate STA 10+14.80 TOP 543.20 INV OUT 538.33 (125) cr;n RAn 555 555 EXISTING GRADE 550 550 PROPOSED GRADE 545 545 3' MIN. 540 540 // �p OQ�li 535 ,Ib 535 530 530 525 525 520 520 9+50 10+00 11+00 STR 106 - STR 126 PROFILE HORIZ SCALE: 1"=50' io HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 VERT SCALE: 1"=5 M m Cl) n _ 10 0 E M04 o ,... O U ' N H N N 7 N .E'.. M O n (p N O IT N O O�a(n(n M U)to U0oaM� �0�zz Z) =�0 25 8z Z) ���0 g�0» > fOFO> oF0>> > c'°F0> N(nH Z Z Z N(OH z N(nH Z Z Z N (nH Z 570 570 570 570 PROPOSED 565 GRADE-- 565 EXISTING GRADE 560 560 3' MIN. 555 215 113.48' OF 555 12" HDPE @ 0.50% 550 550 545 545 540 540 PROPOSED GRADE 565 565 EXISTING GRADE 560 560 4' MIN. -' 555 �- 217 555 120.91' OF 24" HDPE 550 @ 0.50% 550 545 545 540 540 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 0 50 PROFILE SCALE O V CRAIG W. J. KOTARSKI Lic. No. 0402048507 _4_ 10-26-20,< M E 0 � o N V, N C Q O > E w a E LU Q LL o 3 p LL - w 0 0 O W L M < J U 00 J -u M T C7 w o a n=x oa =� c =u>� Q iri 0 rn OOD N M v �LU Ui s 0 x 0 0 F.. 0 w LU x u Q z 0 in 0 0 Z O a U U Ln w 0 Z O Ln w w Q DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE AS SHOWN JOB NO. 46423 SHEET NO. C/.0 9+25 10+00 "+°° 12+00 STR 200 - STR 214 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 L 15+00 16+00 17+00 9+50t+50 STR 204 - STR 216 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 9+501+50 STR 202 - STR 218 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 uj +l��p.LTf3 OFL O °) a) U CRATG W. 7. KOTARSKI 5 Lie. No. 0402048507 a C9 C9 d�O10-2E7-2 {° 7 � M CD v.. M .NL � cd Np u)tn Lo N (D co�Q) to rO 0 OR M tj 0Npw �O7LLw O'0 u) in �LLi�000Mco ) tpmM°07 Cfl OO� h +Oo+F (n �zO7 +OH cb W 0o3z z N Ln Ozi)O�Z) cocj 0Z) to w i¢a—O tn0 w ZO 00 orn¢ f �> a $w¢� ��Z0zz �pa Q�c)0 0 z v�o OA4E��,$9 > E 570 570 570 570 570 1 570 w °6 E < w w 3 Q LL o 3 p LL — w 0uj ° ti a U H OMo z — ; O 0 a (Ao CL Z U 3 0 )<D x w LL Q oa =� N S y r Z Huai O c L^ Ln n v w M a� ow ui s O x L7 03. 0 w w w 2 Q Q z .61 0 in DATE Nb � 1012612020 O > DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI SCALE AS SHOWN 9+50 10+00 11+00 10+00 11+00 12+00 13+00 13+50 9+25 10+00 11+00 12+00 STR 300 - STR 302 PROFILE STR 400 - STR 404 PROFILE STR 500 - STR 504 PROFILE w HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' (— VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 1-4 V/ 0 FLU I) LU LL N F--I > W 0 J '-4 z LL o O J a U L m J a O 1--1 0 z Q v7 O 00 5 JOB NO. 0 50 PROFILE SCALE 46423 SHEET NO. C7.1 565 565 560 560 PROPOSED GRADE 555 555 EXISTING GRADE 550 550 TOP = 548.0 545 6' MIN. 545 INV = 541.0 540 540 1 g3 5 PE 1 � 3 ODolo 535 535 530 530 565 565 PROPOSED I GRADE— 560 560 � EXISTING GRADE / 3' MIN. 555 �. 555 T 4' MIN. =20443� 550 I} 550 (d10.54% TOP = 548.0 545 A01 OF 545 P INV = 541.0 540 84" CMP 540 535 535 530 530 565 565 560 560 EXISTING PROPOSED GRADE 555 GRADE 555 i 550 2.T 550 J f TOP = 548.0 4 MIN 545 545 -- 503 501 186.12' OF 30.81' OF 15" HOPE INV = 541.0 15" HOPE � 0.50% (c� 0.75°k 540 540 84" CMP 535 535 530 530 L gp O U CRAJG W. J. K9rARSKI 5 Lic. No. 0402048507 4 10-26-20 SSrONA'L ^ E 0 0 � u N V, N 0 > E w a E LU w (D 3 Q LL 3 p LL 0 a_ju0`00 z H—n O rn a o aN CL Z F a U 30V) w LL Q p < v N S y N Z Huai O c L^ to n N W 575 575 575 575 575 575 2 M a� O� ow z z Ln p p J J w 570 m 570 570 m 570 570 570 O d - O w w = O O O O � � � H d a 565 565 565 565 565 565LU PROPOSED PROPOSED = a GRADE GRADE PROPOSED a 0 GRADE Z EEXISTING FFE=561.00 EXISTING EXISTING O 56FF=561.00 0 GRADE 560 560 GRADE 560 560 GRADE 560 > DATE CONNECTION TO � 1012612020 6" CLASS 52 EXISTING WATERLINE. CONNECTION TO CONNECTION TO 0 DIP WATERLINE 3.5' IN. VERIFY LOCATION 3.5' MIN. EXISTING WATERLINE. EXISTING WATERLINE. DRAWN BY AND ELEVATION. VERIFY LOCATION 3.5' MIN. VERIFY LOCATION AND ELEVATION. AND ELEVATION. K. MELLON 555 555 555 555 555 555 • DESIGNED BY 1' MIN. 2" TYPE K 6" CLASS 52 • K. MELLON COPPER DIP WATERLINE WATERLINE • CHECKED BY 550 _ 550 550 55.0 550 550 • C. KOTARSKI U) STORM • • SCALE H LU w O X w 205E AS SHOWN X_ p w p w m z 545 0 N_> w 545 545 w w w LL w 545 545 w- --L7� 545 = J Z m m cf) J 1l7 • z O_ ~� OF Q a w to O Q N W W 3 W + Q+ W N = W+ m H m Hw H LL H o u? Lto Q W Q � �04 U w H w C7 540 N F J Zo H � 540 540 540 540 540 5 W I- 0 v , 0 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 0 50PROFILE SCALE FIRE LINE 'A' DOMESTIC LINE 'B' FIRE LINE 'C' ui HORIZ SCALE: V=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' V VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 QL LU F--1 w 0 > J LL z 0 m o U D a w (� J 0 r/ U � J w J a 0 DC 0 z Q O 00 JOB NO. 46423 SHEET NO. C7.2 L