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HomeMy WebLinkAboutSDP202000069 Plan - Submittal (First) Initial Site Plan 2020-10-26BOYS 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: 540-885-0920 CONTACT:JOE MEDLEY JOE. MEDLEY@Tl MMONS.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 / 10 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 l0n 1019 NE IVY FARM 1020 015 SITE LOCATION Wtbl:�/�Lllq 1003 The Colonnades V W00 Ivy Creek R I Foundation I:�l%lr!l�I_t a�rZ� SQUIRREL RIDGE 657 IVY RIDGE ROSLYN HEIGHTS 1461 FOUR SEASO TOWNWOOD Q Albemarle High School Commonwealth GEORGETOWN GREEN 1472 L GREENTREE HESSIAN HILLS ONDOS TURTLE CREEK CONDOS VICINITY MAP 1"=2000' DEVELOPER: BOYS AND GIRLS CLUB 1000 CHERRY AVENUE CHARLOTTESVILLE, VA 22903 CONTACT: JAMES PIERCE TELEPHONE: (434) 242-8052 vineyard vines N ENGINEER OF RECORD: TIMMONS GROUP 608 PRESTON AVE. SUITE 200 CHARLOTTESVILLE, VA 22903 CONTACT: CRAIG KOTARSKI, P.E. TELEPHONE: (434) 327-1688 Sheet List Table Sheet Number Sheet Title CO.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 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 7C7.11 STORM PROFILES 1 STORM PROFILES 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 Q CR MG W J. KOTARSKI Lie. No. 0402048507 L $ 10-26-206 Ui 0 (D 0 0 x 0 W w_ U U a z 0 <n > 0 w 0 DATE 10/26/2020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A W V / 0 Lu rajl Uj 11— 4 0L j pp 0 w U U _O > U< v /� V / w m ED J Q I --I 0 z Q U) 0 co JOB NO. 46423 SHEET NO. C0.0 L LEGEND ROADS SEWER TRAFFIC STOP BAR mSTORM - J EXISTING SANITARY SEWER PIPE & STRUCTURE NO. ® DROP INLET & STRUCTURE NO. 9�SAN-0 Q PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL O CURB & GUTTER WATER DRY CURB & GUTTER EXISTING WATER LINE PROPOSED PAVEMENT g• yy PROPOSED WATER LINE PAVED DITCH a g' yy PROPOSED VALVE - JUTE MESH DITCH TF g• H1 PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH 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 El CRITICAL SLOPES 1D PARKING COUNT 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. GENERALNOT 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-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND ]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 Page 1 of 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. 1. Prior to any construction within any existing public tight -of --way, including connection to 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER 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 Ill. 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 7:00AM 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 Acti%ilics Suggested Schedule • After 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 inlettoutict structures; trcc growth on dam or embankment; the presence of burrowing animals; standing water where there should be Scmi-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 downstream 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 a.. 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. AN Needed NYLOPLAST DRAIN BASIN MAINTENANCE Nyloplasif.o ow s soF irl ewq e. T� s rum Nyloplast Drain Basin Maintenance Considerations Backeround: The Nyloplast 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 buildingJconstruction 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. 51�xr�F tQ ClWG W J. KOTARSKI Lic. No. 0402048507 ,"dam 10-26-206 m E 0 � o N C > E w a E -� w w 3 u- o oLL- w�OL ' < _j 00 a J - vi ., o a y o v z�P3� x O o Q = LL v r n = N N = U > F C on o O1 N � M a� co J CDW M O x c� H 0 w w_ x U a Z O to ce 0 • Z O a it U to w Z O U) to w d Is DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N.A. I IJ I- r1- ^4 Vl 0 I IJ Uj r-I Cn I"I J < L.L 0 r-1 1 z W M 0 L I.J O D U Q ��z U < Q ( ) co m w J a F_ (oC O V r) z r� v I Or.�� IJJ JOB NO. 46423 SHEET NO. C1.0 L 2" R IiT a CONC CURB AND GUTTER CLASS 3A, (fc=3,000 PSI) CONCRETE, r,� L O4 ivy lr EXIST GRADE METAL INSPECPON FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) // 6 �� - 8 �,v o 3" CONCRETE COLLAR \ n 1":1' d 'a -.d _ d a a_ 7 CRAIG W. J. KOTARSKI Lic.No.0402048507 13„ D STONE BEDDING j d d-. �d d °- ° _ 7" d �°.� 10-26-20° NOUT COMPACTED _ �- ° d -4 dNAL ESQ L6D SUBGRADE - _ - Sj PLUG AT END r � v T o CONTINUE 21B STONE OF LINE 4" MIN. BASE FROM ADJACENT L ° PAVEMENT SECTION "'0 0 UNDER CURB NN 6" 6" 2'4" ¢ o > E CLEANOUT DETAIL w vE W .N 3 VDOT STANDARD CG-6 CURB & GUTTER No Scale I.- ¢ LL o 3 No Scale R=/a" a — w Om 4'r EXISTING PAVEMENT PROPOSED PAVEMENT � 1 CONTROL JOINT SPACED TOP OF CURB R=2" ¢ °' u � w H — vi z O 'THE DEPTH OF CURB > r AT WIDTH OF WALK (MAXIMUM) o- SAWCUT THROUGH a MATCH EX. CROSS {,� NOTE: PROPOSED w PAVEMENT MUST TIE U SURFACE uJ SLOPE UNLESS OTHERWISE/1` EXPANSION JOINT AT MAX ����� /�� //� / 6" MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR a in cc, N W a M ? v i- - C x a a - w COURSE SPECIFIED ON PLANS OF 30', WITH PREMOLDED IN WITH EXISTING W w \\� \� ° INCREASED AS MUCH aq CC & REMOVE EXPANSION FILLER PAVEMENT PAVEMENT '?: AS 3" (21" DEPTH) IN ORDER THAT THE 2' MIN. PROPOSED CONC. WALK SURFACE ���� SURFACE 18 j \\/ °° < , VDOT A-3 CONCRETE /��� BOTTOM OF THE = c=i W � o p N 2" ± COURSE BASE CURB WILL COINCIDE N N w EXISTING d d �- °, �j��j�� CONTINUE 21 B STONE \ a WITH THE TOP OF A COURSE OF THE a v d a `° a PAVEMENT m \ \�\ a. BASE FROM ADJACENT ��j/ �j/ PAVEMENT o w 0 • ° °o • PAVEMENT SECTION \ \ \ SUBSTRUCTURE. 0 0 0 0 0 0 0 o o 0 o o o o o 0 o UNDER CURB OTHERWISE, THE MILL EX. SURFACE COURSE BASE COURSE /�/����i������������� �������� ����������� UB BASE? DETH IS TO BE 18" AS SHOWN. SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE i . O COMPACTED SUBGRADE 4" 21-B STONE x c� PAVEMENT REPLACEMENT JOINT DETAIL CONCRETE SIDEWALK JOINT DETAIL 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 CONCRETE BUMPER BLOCK 1.5" DIA. GALV. 5" z ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND �1 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A Ln DATE HANDICAP SIGN (PLACED IN SINGLE LIFT) > LOCATION (VAN) NOTES: 10/26/2020 HANDICAP SIGN LOCATION (TY1 1. PROVIDE SHOP DRAWINGS FOR El: 8" TYPE 21B AGGREGATE BASE COURSE > DRAWN BY HANDRAIL FOR K. MELLON 0 0 o REVIEW PRIOR TO CONSTRUCTIONS VA VA/VA/VA/VA/VA/VA//A�/AA/iA/AA/A�/AA/A�/A�/, COMPACTED SUBGRADE DESIGNED BY EOP FACE OF 2. RAIL ON BUILDING CURB PAINTED ° 18 18 2 k MAX. SIDE OF RAMP TO T-O e ANCHOR WITH / 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. KOT�ARSKI 9.(TYPICAL) s' S' 8' 8' s' sL P ASSHOWN INP MAX. 1:12 • LE PRECAST CONCRETE WHEEL STOP T DUTY ASPHALT PAVEMENT SECTION TYPICAL VAN a d 4N�oS • N A No Scale e ACCESSIBLE ACCESSIBLE d ° HANDICAP SPACES REGULAR SPACE a d ° • 2" ASPHALTIC CONCRETE SURFACE = COURSE - SM-9.5A —III— 1 e d 3" INTERMEDIATE BASE COURSE -BM25.OA TYPICAL PARKING SPACE DETAILS d 0 0 0 0 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 HANDRAIL POST, EMBED HANDRAIL A d v l 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH MINIMUM OF 6" BELOW FINISHED a s° .6" COMPACTED SUBGRADE THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY GRADE AND GROUT TO THE FULL �' EP/ FC 0 1 REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. DEPTH OF EMBEDMENT (TYP.) U I B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC OR AS SHOWN ON PLAN DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS CONTROL DEVICES. WHEN NOT ALONG SIDEWALK --- -- V 1 C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. ADA RAMP AND HANDRAIL DETAIL CURB WIPE DOWN DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION D. THE 2000 INTERNATIONAL FIRE CODE. UJI (V No Scale No Scale No Scale 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE EXPANSION JOINT WITH FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER PREMOLDED EXPANSION 1/4" SEALANT Q > IJ—I CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH 0 Q NOTE 1 ABOVE. 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND NOTES: 1.5"DIA GALV. LL 1. FINE BROOM FINISH ALL STAIRS. RAIL (TYP.) 12" MIN EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2„ Z W LU VA. SIGN FOR THE DISABLED ON 0.80 GAUGE INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND 2. RAIL ON BOTH SIDES STEPS (TYP.) ALUMINUM. COLORS: GREEN BORDER & W O U INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. (IF NOTED) LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, dp a 10" 3,000 PSI AIR ENTRAINED PORTLAND w Q 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING WHITE BACKGROUND. d .: ,.- CEMENT CONCRETE °0 J - Q z �f < SOLID WHITE LINE 24 S T 0 �P) BETWEEN STAIR POST TO BE 6'. ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING 3'-0" (TYP.)EXp. RESMD �� PAWJNG PARING SIGN STD. U POST GALVANIZED o 0 0 0 0 0 0 6" TYPE 21A STONE COVER / / / \ /1 /��////�j� COMPACTEDSUBGRADE(CBR11.2) w i �1 00 VJ/ Q w I 12' JOINT INISHED 12" MIN 7 ,�/ clL O z F� STD. (VARIES) GRADE (TYP.) 12' CONCRETE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS (F�--I R1-1 (TYP.) PBJALTY PBJALIY V NOTE: STOP SIGNS TO BE30"WITH STOP BAR DETAIL HIGH INTENSITY SHEETING NO SCALE 3 - 1/2" R (MAX.) WAo ON � �� WAWAY TOW AWAYZOI'E TOW AWAY ZOf-E 6� 0 Z HEAVY DUTY CONCRETE SECTION No Scale FINISHED 1/8" POST TO BE Q GRADE WASH 1,-4„ VALE DRIVEN EXP. 8 CORE DRILL CONCRETE FOR 6' ABOVE 6' ABOVE MAX CROSS SLVARIABLE O0 NON -SLIP BROOM FINISH PE 2°h SOLID WHITE LINE JOINT d 5„ HANDRAIL POST, EMBED L A MINIMUM OF 6" 1/8" FINISHED FINISHED GRADE GRADE BELOW FHANDRAINISHED GRADE AND WASH GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) SPACES SHALL BE IDENTIFIED BY ABOVE GRADELLj AS RESERVED FOR d DISABSIGLED PERSONS. PROV DE ONEE 1) R--7-8 6' 8" 5" # 57 STONE 1 #3 REBAR (12" O.C.) 4a (S SIGN AT EACH PARKING SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED _ _III4"3,000 PSI AIR -ENTRAINED CONCRETE /COMPA,CTED 9.(2) #5 REBARS, BOTTOM CONTINUOUS, WHITE) WITH GREEN LETTERS AND SUBGRADE 4" TYPE 21B STONE 2' 2' 3" LAP 2'-2" AT SPLICES 1 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. a ACCORDANCE WITH VDOT STANDARDS. d — JOB NO. 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 h L i 1 1� METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 1/2' 37 510' 3'8' 2' TVS'0' • ' 3' 5' MIN.10, Him rf 4- 5' MIN, 12' MIN. Al GREATER THAN 4' PROPOSALS WILL BE SUBMITTED. DOOR HINGES I I I I I I I I I I I I I I I LIFT HANDLE L PL•1:�1�9 VAF SIDE VIEW MTER MAIN M.J. FITTING 4" DIP RESTRAINED JOINT FITTINGS 75' DIAMETER DRILLED IULE FOR TOUCH READ 'NITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH -4X 36' NLUMINUM ACCESS 1ATCH 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 (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED TO THE MANHOLE. 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 SEWER LATERALS SHALL HAVE A MINIMUM COVER OF 3 FEET. -7 '7 SALT TREATED FINISHED GROUND 2 x 4 MARKER PLUG END OF - MAIN LINE 1 " SECTION SERVICE LATERAL N UNE WYE-TEE PLAN VARIES R SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 BOX TO METER BOX (SEE FIG. W- THRU III 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'Ix411 TEE • REFER TO FIG. W-3 FORTHRUST BLOCK DETAILS ON TEE. • REFER TO FIG. W-5 FOR THRUST BLOCK DETAILS AND DEPTH OF COVER ON GATE VALVE. • NO CONCRETE SHOULD BE POURED ON ANY PART OF THE RESTRAINED JOINT, USE PLASTIC SHEETING AS PROTECTION FOR BOLTS. • USE 25M P.S.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 N CONDITIONS ARE UNSTABLE NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2.FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE • TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 NDTEI MIN. 60' DIAMETER MANHOLE REQUIRED. MANHOLE PVC CROSSCi" USE APPROVED FLEXIBLE RUBBER dy _ GASKETED STOP COUPLING 27' PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VER7ICALLY -90' RESTRAINED BEND A s 4•• •w A A e i3 E 71 . - • .i . M.J. GATE VALVE PLAN PROFILE MIN, 6' BEDDING WITH NO. 68 STONE WATER LINE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO d (2) FEET. 1� _-4y 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. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF CONCRETE '.P n 2Gx 2' BEARING AREA. THRUST BLOCK 4 STAINLESSSTEEL. °' 4. SHAPE INVERTAS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT .4 TO SPRING LINE OF MANHOLE INVERT. G S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. 7. MINIMUM 72N DIAMETER MANHOLE REQUIRED FOR ASINGLE 10" 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 FE-CL ATTACH FENCE OF AND BOTTOM TO TENSION Wig ELVAGE TO BE TENSION WIRE x7 GNIGE HOG -RINGS APPF 24" C-C ARBED. GALVANIZED COIL SPRING 5,. ± 1„ R WIRE STRETCHED TWT� (- GROUND LINE POST LINE I 311 GMGE X V 3EVELED GAL- MAOZED STEEL 3MD WITH 3OLT t NUT. ENO/CORNER POST CONCRETE POST TYPE MINIMUM PIPE SIZES 0.0. LINE POST 2.375" END/CORNER POST 2.875" GATE POST (SINGLE SWING) w 5 BNt. 2A75" GATE POST (SINGLE SWING) w Bit 4.00'• GATE POST (DOUBLE SWAG) 2.875" BRACE II GATE FRAME NOTES SL1 SEE GENERAL NOTES -FENCING FOR ADDITIONAL DETAILS ANO INSTRUCTIONS A MOISTURE -EXCLUDING CM IS REOUIRED ON TUBULAR POSTS. MATERIAL FOR CM SHALL CONFORM TO THE ALLOWABLE TYPES FOR OTHER LISTED FITTINGS. CORNER BRACE - TO BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 15• OR MORE. LINE BRAZE - TO BE USED WHEN VERTICAL ALIGNMENT A CHANGES 15• OR MGM END/ CORNER POSTS SHALL SE USED WITH ALL LINE AND CORNER BRACES BRACES SHI BE NSDLLEO HALF THE HEIGHT ABOVE THE GROUND ENE OF THE POST WHEN A TOP RAE IS USED. OR TWO THINGS THE HEIGHT ABOVE THE GROUND LADE WHEN A TENSION WIRE IS USED IN LIEU OF A TOP RAIL. CHAIN LINK FENCE GREATER THAN 6 FEET IN HEIGHT SHILL BE SUBMITTED TO THE STANDARDS & SPECIA DESIGN SECTION FOR ARPROVA. GATE POST 1- MIN, 0 D CATS POST T_ SINGLE SWING GATE GROUND LINE IOTR�iE 8"X6" TEE 2500 P.S.. CONCRETE BASE AND THRUST r': y BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE WHEN THE SOIL IS DISTURBED 07 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 N.T.S. FIG. W-4 STRUCTURE SIZE AND WAIL THICKNESS VARIES P. BLY DETAIL SECTION A -A SECTION B-B NOTES: I.THE STANDARD SAFETY SLAB (SL-0 IS TO BE USED ONLY WHEN SPECPIED IN Tiff PUNS GROUND LINE GATE POS LATE POST ON THE DRMNAGE SUMARY SHEET ARID/OR THE DRAINAGE DESCRPTON. FOR MANHOLES. JUNICTR)N BOXES. AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE BPACINO OF ADJACENT SAFETY SLABS SHALL BE III TO 12' WITH NO SAFELY SLAB LOCATED WRHM 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY BLABS SH&L NOT BE LOCATED BELOW ANY MET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN TIE COST OF THE STRUCTURE. SEE CAST N RACE DRAWINGS GROUND FOR FURTHER DETAILS Soo, LINE 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE MAXIMUM SPACMNG BETWEEN SRACES OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCOR)INGLY. _ 15 BARB O B• C-C TYP. CONCRET %^ MIN. 4. SAFETY SLAB MAY BE CAST-IN-P E OR PRECAST. CAST-IN-PVCE CONCRETE TO SE II 44 FOOTING ROUND ROD '�, gJ55 AS (30DO ME PRECAST CONCRETE a TO BE M R4000 PSD. RENFORCING STEEEL. TO BE N ACCORDNCE WITH AA511T0 MJt. i� '.,'•', &TERNATE PNCHOR DEVICES ; .•,y�. .' - . MAY BE USED IN LIEU OF BETTING POST N CONCRETE. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUIRE. WHEN STRUCTURE WIDTH IS DEVICES SHOWN ARE VAR. 10'.I2',14' LES LESS THAN JO" THE ACCESS OPENING SHILL BE RECTANGULAR (STRUCTURE WIDTH BY REPRESENTATIONAL ONLY. I1'I2" LONG) sEE GENERAL NOTES. u1lll DOUBLE SWING GATE TYPICAL PRECAST UNIT ALTERNATE ANCHOR (TO BE USED WHERE SWINGING CLEARANCE IS LIMITED) DEVICES `VDoT STANDARD FENCE SPECIFICATION REFERENCE `VEX�T TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS $PEgFICATNW REFERENCE Roan AND BRIDGE STANDARDS CHAIN LINK VWgNU DEPARTMENT OF TRANSPORTATION ROAD MID BRIDGE STANDARDS MANHOLES AND JUNCTION VIRGINIA DEPARTMENT OF BOXES TRANSPORTATION t 242 50J 50P SHEET 1 OF 1 REVISION DATE 7/11 SHEET L OF 1 REVISION DATE SO].04 a-t < SHAPE TO ELEVATION OF MID-PONT OF LARGEST PIPE. SHAPE TO I CONTOU I I I I I I I I I • h 9 SLOPE TO DRAW TO RWERT OF OUTLET PPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS NOTES - SHAPING OF MA HOLE ND INLET INVERTS N ACCORDANCE WITH \ THIS DRAWNG IS TO APPLY TO THOSE STRUCTURES SPECIFIED FLAW OF! WHERE ADVERT OF PP5 MOVE OVE AVERT OF �� SLOPE TO DRAIN E SON TRUCTURE. �j OU TLLEETE PIE MANHOLE ORINLET IS TO BE FORMED ND CONSTRUCTED ET IS E FORMED N ACCORDANCE AN E WITH APPLICABLE OR SPECIA.CONST DRAWING. WRH THE INVERT SMflNG AS HEREON S TO CONSIST OF A B PORTENMIX D CEMENT CONCRETE MIX CONFORMING TO CLASS AS OR CLASS EXCEPT THAT 25X OF COARSE AG CLS Cl AGGREGATE MAY BE UP TO 4' N DIAMETER AND NE CONSIST OF STOW, BROKEN BRICK. w a • ' Wi01E1 CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL.BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NOTE I I I OF THE COARSE AGGREGATE SHILL REMAIN EXPOSED. DETAILS OF INVERT SHARING OSHOWN HEREON ARE FOR EXAMPLE NGOL LET 6 I PURPOSES ONLY. FISH ME OR DROP INTBE SNIPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LIMES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES `V=r SPECIFICAT'. ROAD AND BRIDGE STANDARDS STANDARD METHOD OF SHAPING NEFENENG SNEET 1 GEI 1 REVISION DATE MANHOLE & INLET INVERTS I Tn7 106.08 I VIRGINIA DEPNRTL OF TRANSPORTATION I --- I-) CRAW W J. KOTARSKI Lic. No. 0402048507 L"d.� 10-26-206 M E 0 � o N 6 N C > E vE w z+ LL o 3 U. LU L H Q j U 00 z w M -v 0 rn LL y v (D W a O M �O n¢ u w LL Q oa =� �. i N z O FU¢� C UriUE) 0 N W � M C � 00 vi 0 x C7 1-- a w w w = Q z 0 DATE U) > 1012612020 0 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY C. KOTARSKI • SCALE N.A. Am Lu 1 cl W LI"J I"I J Q rL1 0/> r ' z W 0 w "j � z U < Q w (n cow J J a F- cl� O V z V J' O JOB NO. 46423 SHEET NO. C1.2 O M D c h D O 3 a M00 ocr CL �' �ED D 0 a� 0 E- E � a� c m (a a o 00 O c O 3 (n Z •R O CL F� 5 o n D c 7 y J y X C D O EI N N C D O MU (B D Ci a c O m a O u, O m a 3N "R D C C, C n 1? �E F_ L NYLOPLAST 15" DRAIN BASIN: 2815AGX (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. NYLOPLAST 18" DRAIN BASIN: 2818AG X 18" MIN WIDTH GUIDELINE (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. NYLOPLAST 30" DRAIN BASIN: 2830AG X IW MIN WIDTH GUIDELINE MINIMUM PIPE BURIAL 8" MIN THICKNESS GUIDELINE DEPTH PER PIPE a ' 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 (MIN. MANUFACTURING (3) VARIABLE INVERT HEIGHTS MANUFACTURER MANUFACTURER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR AVAILABLE ACCORDING TO RECOMMENDATION (3) .-RIABLEINVERT HEIGHTS RECOMMENDATION GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ( (5) ADAPTER AVAILABLE ACCORDING TO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, RED. SAME AS MIN. SUMP) p(gNglTq� per) (MIN. MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ( (MIN. MANUFACTURING TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. TRAFFIC LOADING& OTHER LOCALS OIL CONDITIONS, PLANS/TAKE OFF) REQ. SAME AS MIN. SUMP) REQ. SAMEAS MIN.SUMP) VARIABLE 0°-3e0° GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE SEE DRAWING N0. 7001.110.111 FOR NON TRAFFIC INSTALLATION. TRAFFIC LOADING, 8 OTHER APPLICABLE DESIGN FACTORS. ACCORDINGTO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, (5) ADAPTER ANGLES (3) VARIABLE INVERT HEIGHTS SEE DRAWING NO. 7DOl-110-111 FOR NON TRAFFIC INSTALLATION. PUWS TRAFFIC LOADING, 8 OTHER APPLICABLE DESIGN FACTORS. VARIABLE 0°-360' THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER AVAILABLE (ACCORDING TO SEE DRAWING NO.7001-110.111 FOR NON TRAFFIC INSTALLATION. ACCORDING To PLANS GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, PLANSFFAKE OFF) (5) ADAPTER ANGLES CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. VARIABLE 0° -360° BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE ACCORDING TO PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, (3) VARIABLE SUMP DEPTH CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. 3 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: e: MANUFACTURING RED.) (3) VARIABLE SUMP DEPTH C -18' FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, 4' MIN ACCORDING TO PLANS (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS ADSIHANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C9001C9M, CORRUGATED & RIBBED PVC .!(; (4) VARIOUS TYPES OF INLET & OURETADAPTERS AVAILABLE: 4" - 30" FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL, (10"MIN. BASED ON MANUFACTURING RED.) ��n (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS AVAILABLE: I 'k(I�� IT MIN. BASED ON t,< 2 ADSIHANCOR SINGLE WALL),N-12 HP, PVC SEWER (EX: SDR 35), 6' MIN 4' -15' FOR CORRUGATED HOPE (ADS N-12JHANCOR DUAL WALL, MANUFACTURING RED,) 4'MIN BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER PVC DWV (EX: SCH 40), PVC C9001C905, CORRUGATED 8 RIBBED PVC PVC ADS/RANCOR SINGLE WALL),N-12 HP, PVC SEWER (EX: SDR 35), G A WATERTIGHTJOINT GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, PVC DWV (EX: SCH 40), PVC C9DOIC905, CORRUGATED & RIBBED PVC (CORRUGATED HOPE SHOWN) CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. j BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. WATERTIGHT JOINT (CORRUGATED HOPE SHOWN) J xyAYL'h,Pq' 1 - GRATESISOLD COVER SHALL BE DUCTILE IRON PERASTM A538 GRADE 705Dm, GRATE OPTIONS LOAD RATING PARTS DRAVI 8 PEDESTRIAN MEETS KID 1899CGP 7m1.110207 STANDARD MEETS K2D 15911 70DIA10.208 SOUOCOVER MEETS H-20 151MCGC 1 7ml-i1P2m PEDESTRIAN BRONZE WA 1599CGPB 7m1-116210 DOME WA 1599CGO 7m1-710-211 DROP IN GRATE LIGHT DUTY IWIUI 1 70Di-110 73 GRATE OPTIONS LOAD RATING PART# DRAWING? PEDESTRIAN MEETS H-10 IMOGP 7001-110.212 STANDARD MEETS H-20 MOSS 7001-110413 SOLID COVER MEETS H-20 1mCGC 700Yt10-2t4 DOME NIA 180CGD 7001-110.215 DROP IN GRATE LIGHT DUN 1mIDl 7001-110-074 (CORRUGATED HDPE SHOWN) GRATE OPTIONS LOAD RATING PART III DRAWING PEDESTRAN MEE-7SK81 m99CGP imt-it0.220 STANDARD MEETS Km 3099CG3 7mt-110.221 SOLID CGVER MEETS K20 309K 7mi-110-Y12 DOME WA 3099COD 7m1-1t0.223 WITH THE EXCEPTION OFTHE BRONZE GRATE. THIS PRINT DISCLOSES SUMECTMATTER IN WHICH DRAWN BY EBC MATERIAL 313OVERGNAAW I- GRATESISOLID COVER SHALL. BE DUCTILE RON PERASIMA536 GRADE 7050415. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 1- GRATESISOLID COVER SHALL BE DUCTILE IRON MRASTMA536 GRADE 70-0 .. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130WRONAAW 2 - FRAMES SHALL BE DUCTILE IRON PERASTM A536 GRADE 70-W-05 2 - FRAMES SHALL BE DUCTILE IRON PERASIM A&%GRADE 70-5D05. 2 - FRAMES SHALL BE DUCTILE IRON PER AMU A MGRADE 705605. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 NYLOPIAST HAS PROPRIETARY RIGHTS THE RECEIPT BUFORD, GA 30518 NYLOPIAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINTDOESNDTCONFER, GATE 0330-06 ( I 3-DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO RAN DETAILS. 3-DRAIN BABA TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. PHN 7709 PHN 770 932.2443 OR POSSESSION OF THIS PINT DOES NOT CONFER DATE ON4306 PHN(770) 9N.2443 OR POSSESSION OF THIS PRINTOOESNOT CONFER GATE 04-03-06 { ( ) 32.2443 RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING RESTRICTIONS. RISERS ARE NEEDED FOR BASINS OVER M'DUE TO SHIPPING RESTRICTIONS. N lO laSf TRANSFER OR NSHOW HEREIN DESIGN OR FAX TRANSFER, OR INFORNSE MATION HOW USE HEREINF THE DESIGN OR { FA%1 rylopl2-2490 TRANSFER, INFORMATIONSOR LICENSE OWUSE OF THE DESIGN OR FAX(77lwwst2490 SEE DRAWING N0.7001-110065 NyIO laSf SEE DRAWING N0.7m1-110-065. Nylo�laSt SEE DRAWING NO.7m1-110-085. ,T TECHNICAL OF O HEREIN REVISEDBY NMH PROJECT NOJNAME rmw.nylopMst-us.com REPRODUCTION OF THIS PRINT HEREIN REVISEDBY NMH PROJECTNO.MAME wxw.nyloplast-uscom TEPRC)DULINFORMATION3H04ORH IOU REVISEDBY NMH PROJECT NOJNAME wxw.nylopisslas.col -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO 4 - DRAINAGE CONNECTION STUB JONTPGHTNESS SHALLCONFORM TO 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION MANUFACTURE INFORMATION REPRODUCTIONOFTARS PANTORANY INFORMATION REPRODUCTIONED EIN,OR PANFACTUR INFORMTION ASTM C3212 FOR CORRUGATED HOPE A03 W12/HANCOR DUAL WALL ,ANY TITLE ASTM m212 FOR CORRUGATED HOPE (ADS N-12MPNCOR DUAL WALL), TITLE ASTM D3272 FOR CORRUGATED HOPE (ADS N-12HMICOR DUAL WALL), TITLE N-12 HP, &PVC SEWER. ( ) ARTICLE HEREREIRORR THE DISCLOSURE TO GATE 031416 151N DRAIN BASIN QUICK SPEC WSTALLATION DETAIL N.12HP,SPVCSEWER CONTAINED HEREROMOOR THEACTUREOF ANY DATE 031416 15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N-12 HP,&PVC SEWER P-24. CONTAINHEREFRM,FRTHE DISCLOSURTOF ANY GATE 031416 ARTICLE HEAEFRIMA, FON S E CIFIC WRI RETO OTHER$ IS FOR IDDEN. XCEPT B S E CIFIC WRI RE TO OTHERS ( IS FORBIDDEN, E , ECEPT B SPECIFIC E CIWRI RE TOOTHERS 301N GRAIN BASIN QOCK SPEC INSTALLATION DETAIL 5-ACAPTERS CAN BE MOUNTED ON MIYANGLE 0° T0360°. TO CETERMINE MINIMUM 5 -ADAPTERS CAN BE MDUNTED ON ANV ANGLE D° T0380°. TO DETERMINE MINIMUM 5 -ADAPTERS C4N BE MOUNTED ON ANY ANO.E D° T0360°. TO CETERMINE MINIMUM IS RMISSI ON F EXCEPT BY SPECIFIC WRITTEN IS RMISSI ON F EXCEPT BPLAST. FIC WRITTEN IS FORBIDDEN, EXCEPT SPLAST. WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING N0.7001-170-012 PERMISSION fR01A NYLOPLAST. om,s xn[MAai DWG SIZE A SCALE 1:25 SHEET 10F1 DWG NO. 1001-010.190 REV E ANGLE BETWEEN ACAPTER$SEECRAWING NO.7mi-110-012. PERMISSION FROM NYLOPLAST. omlSxnolusr DWG SQE A SCALE 1:30 SHEET tOF1 OWG NO. 7D01-010.191 REV E ANGLE BETWEEN ADAPTERS SEE DRAWING N0. 7001-110-012. PERMISSION FROM NYLOPLAST. etas nnoRAm DWGSIZE A SCALE 1:/0 SHEET 10F1 DWG NO. 7001-110-093 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 8 GRATE TO MATCH BASIN O.D. y, FRAME 8 GRATE TO MATCH BASIN O.D. FRAME �8 COVER TO MATCH BASIN O.D. I MINIMUM PIPE BURIAL (3) VARIABLE INVERT HEIGHTS DEPTH PER PIPE AVAILABLE (ACCORDING TO MANUFACTURER PLANSITAKE OFF) RECOMMENDATION �- 12 MIN WIDTH GUIDELINE 6"MIN THICKNESS GUIDELINE (6) MEDIUM DUTY TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE (5) ADAPTER FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST ANGLES BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, ACCORDIRABLE GTO TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO PLANS L SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING (5) ADAPTER REQ. SAME AS MIN. SUMP) ANGLES VARIABLE D°-36( ACCORDING TO PLANS 18 MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (6.7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANSRAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) `- (3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET& OUTLET ADAPTERS 11 4"MIN ON W-24' (3) VARIABLE SUMP DEPTH (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS 4" MIN ON 12" - 24' ACCORDING TO PLANS AVAILABLE: 4" -38" FOR CORRUGATED HOPE 6" MIN ON 30' & 36' ACCORDING TO PLANS (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -36" FOR CORRUGATED HOPE I MIN ON 30" 8 36" (6' MIN. ON 12" - 24', 10" MIN. ON 30" (ADS N-12MMCOR DUAL WALL, ADSMANCOR (6' MIN. ON 8"- 24, 1W MIN. ON 30' AVAILABLE: 4" -36" FOR CORRUGATED HOPE (ADS N-12MANCOR DUAL WALL, ADSIHANCOR & 12" MIN. ON 36" SINGLE WALL), N-12 HP, PVC SEWER (EK SDR 35), & 12" MIN. ON 36" (ADS N-12MANCOR DUAL WALL, ADSMANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), BASED ON MANUFACTURING REQ.) PVC DWV (EX: SCH 40), PVC C90GIC905, BASED ON MANUFACTURING RED.) SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, + �yt CORRUGATED & RIBBED PVC PVC DWV (EX: SCH 40), PVC C90OC905, THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CORRUGATED & RIBBED PVC Y ` CORRUGATED & RIBBED PVC GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HOPE SHOWN) GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, WATERTIGHT JOINT WATERTIGHT JOINT BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE 8'-36" CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. (CORRUGATED HOPE SHOWN) (CORRUGATED HOPE SHOWN) 12„ 36' PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM 02321, BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED 8 COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 1 . 8°-30' STANDARD GRATES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-5005. 1 -W-30" SOLID COVERS SHALL BE DUCTILE IRON PER ASTMA5%GRADE 70 M 1 - 17-3D' PEDESTRIAN GRATES SHALL BE DUCTILE IRON PER ASTM A536 2 - 17-STY FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 705605. 2 - 12"-3D' FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 7051105. GRADE 70.50.05. V & 10' STANDARD GRATES FIT DIRECTLY ONTO DRAIN BASINS WITH THE 8' & 10' SOLID COVERS FIT DIRECTLY ONTO DRAIN BASINS WITH THE USE OF 2 - 17-3T FRAMES SHALL BE DUCTILE IRON PER ASTM AMS GRADE 705005. USE OF A PVC BODYTOP. SEE DRAWING NO.7m1-116045. A PVC BODY TOP, SEE DRAWING NO.7001410-045. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUE TO SHIPPING DETAILS. RISERS ARE NEEDED FOR BASINS OVER W DUETO SHIPPING RESTRICTIONS. SEE DRAWING NO.7001-110085. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 31M VERONA AVE RESTRICTIONS. SEE DRAWING NO.7m1-110085. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE RESTRICTIONS. SEE DRAWING NO.7m1A10-085. 4-DRAINAGE CONNECTION STIR JOINT TIGHTNESS SHALL CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 4-DRNNAGE CONNECTION STUB JOINT TIGHTNESS SHAH CONFORM TO NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALLOO4FORMTO ASTM D3212 FOR CORRUGATED HOPE (ADS N42HANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 4-2047 PVC PHN (770)932.2443 ASTM D3212 FOR CORRUGATED HOPE (ADS N-lbHANCOR DUAL WALL), OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 1.2346 PHN 17701932.2443 ASTM D3212 FOR CORRUGATED HOPE (ADS N-121HANCOR DUAL WALL), N-12 HP,& PVC SEWER(V-36°). TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (7ID)932.2490 N-12 HP, SEWER (4'-30T. TRANSFER, OR LICENSE THE USE OF DESIGN OR - FAX (7]0)932.2490 N-72 HP, 8PVC SEWER (4'-38T. N to last N to last 5- ANGLE BETWEEN ADAPTER SEE DRAWING TO DETERMINE UM TECHNICALINFORMATIONTHIS SHOWN HEREIN REVISEDBY NMH PROJECT NO.MAME ✓ nY op aslua.wm 5-ADAPTERS CAN BE MOUNTED ON ANYANGLE O°T0360°. TO TECHNICAL INFORMATION SHOWN HEREIN REVISEDBY NMH PROJECT NOINAME ✓ vWiN Yap aat us.com 5-ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0°T0360°. TO DETERMINE ANGLE BETWEEN ADAPTERS BEE DRAWING NO.7001-1100/2. REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE MINIMUM ANGLE BETWEEN ADAPTERSSEE DRAWING NO.7m1-110012. REPRODUCTION OF THIS PRINT ORANY INFORMATION TITLE MINIMUM ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7m1-110012. 6-17.24" PEDESTRIAN GRATES SHALL MEET KIO LOAD RATING. CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 06-12.18 DRAIN BASIN WITH PEDESTRIAN GRATE 6.IT- 3V STANDARD GRATES SHALL MEET FROLOAD RATING. CONTAINED HEREIN, OR MANUFACTUREOFANY DATE 06-12.18 DRAIN BASIN WITH STANDARD GRATE 6.17-30"SOUD COVERS SHALL MEET H-2D LOAD RATING. 7 - B° & TO -STANDARD GRATES ARE RATED FOR LIGHT DUTY APPLICATIONS 30' PEDESTRIAN GRATE SHALL MEET K2o LOAD RATING SEE DRAWING ARTICLE HEREFROM FOR THE DISCLOSURE TO OTHERS ARTICLE HEREFROM FOR THE DISCLOSURE TO 7- 1 LID COVER ARE RATED LI HI'DUTY APPLICATIONS LY' ( QUICK SPEC INSTALLATION DETAIL QUICK SPEC INSTALLATION DETAIL S & P80 S OR G TING. A ONS ON N0.7m1-770.141 FOR H-20 TRAFFIC LOAD GUIDELINES). IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 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. amlSxnnRAsr DWG SIZE A SCALE 1:40 SHEET 10F1 DWG NO. 700b110.283 REV E PERMISSION FROM NYLOPLAST. a'mu erwlum DWG SIZE A SCALE 1:40 SHEET 10F1 DWG NO. ID01-110.144 REV J NON TRAFFIC INSTALLATION 4" MIN C 6" 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 PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. INLINE DRAIN ER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM 02321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. THIS PHINI UiSGLUS'EB SUBJEUI MAI tEH IN WHICH DRAWN BY WA MATERIAL 4lax llm.. Ave MAOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINTDDESNOTCONFER TRANSFER OR LICENSE THE USE OF THE DESIGN OR GATE 930.99 { PHN In%932.3443 NyIO last FAX (770) 932-2490 TECHNICAL INFORMATION SHOWN HEREIN a Wxw.IINoPMst-us.0 REVISEDBY NMH PROJECT NOJNAME TITLE REPRODUCTION OF THIS PRINT ORANY INFORMATION CONTAINED HEREIN, OR MANUFACTUREOF MY ARTICLE HEREFROM, FOR THE DLSCLOSURETOOTHERS GATE 0311-i6 DRAIN BASIN &INLINE MAIN NON TRAFFIC INSTALLATION IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ,.�,...,°..,..., �................ ....-.....--._ OWG SIZE A SCALE 1:25 SHEET 1OF1 DWG NO. 7D01-110.111 REV E DF3A, 38, 3C FOR DETAILS OF INLET EXPANSION JOINT fi M� • • :- MENEM in OMNI •1 �, � ��II 1 � "• •• • • • '" " it � 1' r-A BARS SECTION A -A KEYED CONST. JOINT 2'-10" 2I WARPED N.� I GUTTER I / BARS A � APPROACH BARS F BARS E L>_ B0- N - _I SR3" DIAMETER 00 BARS E WEEP HOLE FRONT ELEVATION BARS F 6'• 1•-e" 6" BARS B (GUTTER REMOVED) I 3'-0" II 7/i' �a 5XI/4' BENT PLATE \ SECTION B-B /i' R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. a L2%2"X2'/,t"XI/i' G" STUD ED TYPE B NOSE DETAIL SHALL SHALL BE USED WITH CG-2 CO-6 STANDARDS. TYPE A TYPE B I/Z' X 44" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE IRON AT 21C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2„ Eil APPR.PAVEMENT DI-3A L L DI-38 L DI-3C L - WARPED PAVEMENT FLOW FLOW I FLOW o 0„ I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL ROAD AND BRIDGESTANDARDSS PNDARDS SPECIFICATION STANDARD CURB DROP INLET REFERENCE SHEET i OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) • 8' 233 104.09 08110 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 18 MIN WIDTH GUIDELINE 8" -PLANSL (6, 7) TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR (5) ADAPTER GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ANGLES DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, 'ARIABLE G°-W TRAFFIC LOADING,& OTHER APPLICABLE DESIGN FACTORS. ACCORDING TO SEE DRAWING NO. 7001-110.111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH 4' MIN ON 8'- 24" ACCORDING TO PLANS 8'MIN ON 30"836" (6'MIN.ON87-24',10'MIN.ON30' & 12" MIN. ON 36' BASED ON MANUFACTURING REQ.) THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. UISDLUSE65UWEDI MAIIEHINWHIUH DRAWN BY EBC MATERIAL msu vettDlYA Ave HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD,GA 31111 SION OF THIS PRINT DOES NOT CONFER, OR LICENSE THE USE OF THE DESIGN OR DATE 09444T ♦ FAX PHN(7701932-2443 N✓�T lO laS unylaplasla c INFORMATION SHOWN HEREIN lI REWSED BY NMH PROJECT NO.MAME TITLE nON OF THIS PRINT OR ANY INFORMATION HEREIN OR MANUFACTURE OF ANY REFROM FOR THE DISCLOSURE TO OTHERS DATE 0612-18 GRAIN BASIN WITH SOLID LOVER QUICK SPEC INSTALLATION DETAIL IN,EXCEPT BYSPECIFIC WRITTEN N FROM NYLOP VST. OID14 xrLORAST DWG SIZE A SCALE 1:40 SHEET 1OF1 DWG NO. 7001410.298 REV E HALF PLAN VIEW SEE STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE* FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO O GRADE BY THE USE OF MORTAR R BRICK AS DIRECTED BY THE ENGINEER. W 0 ST-1 6�A - DIAMETER=4'-8"+(2 x WALL THICKNESS) _I ' SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK BY MH-1 ANEER. HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE 45° NOTES: 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 1.9 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 VIRGINIA DEPARTMENT OF TRANSPORTATION OBTAIN TRUE QUANTITIES. 2. A BASE THICKNESS OF 9" WAS USED IN 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 A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 1 OF 5 106.01 5 ��xr 6'VN I.) CRAIG W J. KOTARSKI Lie. NO. 0402048507 � $ 10-26-206 M E 0 o N i N > E a E w > , LL o 3 LL 0 W 0Of m W U Do Z 3- J - Ln HH O a z H �x a� Q U w oQ O Lf) 2 N Z = U o O_ ~ c Lri N i N M Lu Cl � OD J CD U-1 (n 0 O (D 7) O CC S H w w w = a U Q Z O (n Of O DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY KOTARSKI SCALE N.A. `JI 1 I� V 0 UJI `Lu ,J °C > a LLI 1 1D O Lu Q J Q (U US � Lu J J a O r� z V 0 Q O co JOB NO. 46423 SHEET NO. C1.3 L I / .I n I I \ I I I OWNER: JACKSON, FRENCH T & ESTELIA BARNES / ZONING: RURAL AREAS / TAX MAP PARCEL ID: 04400-00-00-036A1 PRESENT USE: VACANT RESIDENTIAL LAND Fit I / I OWNER: SLUTZKY, DAVID OR MELISSA ZONING: RURAL AREAS TAX MAP PARCEL ID: 04400-00-00-034CO PRESENT USE: SINGLE FAMILY RESIDENTIAL \ 1 SCALE 1 "=200' 0 200' 400' II I I I II 0 0 �. SUBJECT PROPERTY OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD ZONING: RURAL AREAS TAX MAP PARCEL ID: 06000-00-00-078AO PRESENT USE: PUBLIC SCHOOL(S) I I I \ 16 I 17 OWNER: GUERLAIN, STEPHANIE A E & ROBERT J HASCHART ZONING: RURAL AREAS TAX MAP PARCEL ID: RESIDENTIAL L 700 LA PRESENT USE: VACANT RESIDENTIAL LAND � / \ 18 OWNER: KALERGIS, DAVID & MARY M KALERGIS / ZONING: RURAL AREAS / I TAX MAP PARCEL ID: 06000-00-00-077A2 PRESENT USE: VACANT RESIDENTIAL LAND f / ' 1 l I OWNER:GEORGETOWN GREEN HOME OWNERS ASSOCIATION \ I ZONING: R6 RESIDENTIAL \ TAX MAP PARCEL ID: 060FO-00-00-00200 \ PRESENT USE: SINGLE FAMILY ATTACHED HOMES /\ I / / 1a I ID OWNER ZONING TAX MAP PARCEL ID PRESENT USE 1 THOMPSON, NEIL D RURAL AREAS 06000-00-00-080C1 SINGLE FAMILY RESIDENTIAL 2 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-OSOCO VACANT RESIDENTIAL LAND 3 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-07900 SINGLE FAMILY RESIDENTIAL 4 KRASNEGOR, DANIEL G RURAL AREAS 06100-00-00-002BO SINGLE FAMILY RESIDENTIAL 5 CAMPOS, JULIO CESAR & MIRNA ADRIANA PENA RURAL AREAS 06100 00 00 004A0 SINGLE FAMILY RESIDENTIAL 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 06100-00-00-02500 COMMERCIAL FLORENCE L WELLONS IRREVOCABLE TRUST CARR WOOD PRODUCTS LLC C/O 9 COMMERCIAL OFFICE 06100-00-00-02700 MEDICAL OFFICE MANAGEMENT SERVICES CORP 06100-00-00- 10 MULTIPLE OWNERS COMMERCIAL OFFICE 27A1/27A2/27A3/27A4/ MEDICAL OFFICE 27A5/276 HYDRAULIC RIDGE SURGICAL 11 R10 RESIDENTIAL 06100-00-00-03600 MEDICAL OFFICE PARTNERS LLC 061W1-01-00- SINGLE FAMILY ATTACHED 12 MULTIPLE OWNERS R4 RESIDENTIAL 00100/00200/00300/00 RESIDENTIAL 4GO100500/00600 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 15 DETERT, JAMES R & NATALIE R RURAL AREAS 06000-00-00-076D1 SINGLE FAMILY RESIDENTIAL DETERT 17 "'" ELI" ZABET"" ""H M ' RURAL AREAS 06000-00-00-070X0 SINGLE FAMILY RESIDENTIAL 18 ABIDIN, MARY LOUISE RURAL AREAS 06000-00-00-070MO SINGLE FAMILY RESIDENTIAL 19 COOPER, JAMES M OR V SHAMIM RURAL AREAS 06000-00-00-07OM1 SINGLE FAMILY RESIDENTIAL SISSON 5 F 7 Ix7 C;, Jy .� T Q CRAIG W J. KOTARSKI Lic. No. 0402048507 � $ 10-26-206 z O a u In N w z O N w I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1 " = 200' ui c /W W O z > Q J d z U) pp o z "O J � H 1-4 U z w 0 J� Q O LL U � LVz C r z r< W V// O co JOB NO. 46423 SH77 EET NO. C2.0 0 a c ig 119 L \ \ \ \ \ \ \ \ I I \ \ \ \ \ BIRDHOUSE CONC. BASE 1 S -Qo Q GIR/TICq\L \ \ \ \ \ \ \ \ \ I I I I I I I 1 1 SL \OPES {TYPO PAVED ENTR.\ \ TRANSITION \ I �G �GgF \ W ` \� " _ \ / \ /G\\`N/ I \ �GTE— I \\I\ Fq \ ` \ I r \ \ G\ / O �L I CHAINLINK FENCE 4' (H) + 3' (W) METAL DOOR CHILLER ON 4.25' X 3.15' PAD 3' (W) METAL DOORS (2) 7 ✓yc� ���� ems/ � FIBE \ � \ k \ BOT=555.18' S' , VAULT \ _ � � \ ` GREASE la \\ TRAP (2)lSG INLEYW/GAL? /TOPf2. ROCK TOP=562 ..85' 1NV4N=,460/3lARMOUR BOT=55553' IMV/�f�5p {St) \ \ 3'(W)DBL VAULTER \ \\ \ \ \ \ / METAL DOOR W/ CANOPY (2) PC / CON6'- 8°(WJ WALL D G�Di�iRlLE C. \ \ \ \ � TOP=560.76' Fmi� \ \ \ \ \ \ \ /2\ \ \ CONC. INV 1N=559.07, „ TC (� 0 1. \ \ \ ! ! \ I \ \ `\ G INV IN=558. ' 6" TC (NW) IlNV 1N=557 6' 12")0CP (NW) INVOUT 56.71' 5"RCP(SE) ////// 1 6e/1 \ \ G� \ /UFO.,\-_`UGr\\ / / / / J / 1sr -- - - - - - - - I I I I i / / / / / \ I I \ FFE=563.24' BASKETBALL / ! !! - ` - \ \ \ \ ` - FIBER \ 3' (W) DOUBLE I \ / eo� / I I I j COURT I / /l /l /l / !%!/ \ \ \ \ \ r\ �\ \ VAULT / \o�cs` METAL DOOR /O / I 10' X 18' FA,AME SHED I / I I I I I 1 i I TOP-562 78 I , I 1 \ \ \ I 1 I ' \\ \ \\ ASPHALT-- \ CONo. SW \ \\ �x \ ,71 _. PI'-AYIGRO SD INLET WIGRATE \ \ \ \ \ \ _ - - - - S �1 -- \ D 1 11 I / I I / / / TOP---349\48 1 \ \ o \ \ I Q IX � \ \ \ I 1 \ .56. CHAINLlNK FENCE G 11 ' \ 6' (HJ + i c INV OUT=547.40 15" RCP (SIWj \ ty \ e* \40 /it \ _ ( 1 I \ _ _ �G _ \ - �� -� -LI-1 _ \ \ \ \ \ \ \ \\ \ 1\\ Ilf ; / \/ \ 1 \ \ \ / / \ ` I\ \ \ CURB PORTION Gp \\� \ MHS - I 1 FM-� ( )� \ \ \ TOP=562 6T I I \ \ TYP. G I �� \ \ \\ i \I y \\ \ I \ \ \ \ �\ \ \ \ \ I /NOUT93 882'8C"PVC �� l It 2 STORY I 1 \ Z BLOCKBLDG. 111 ALERT W� II II --- - = 1 \ TOP=547.64 STRIP ' It I IN TS /NACCESSABLE \ ' =t _ ----- - -- ` \ \ \ \ _r / \ — UGT - - - — L CHAMBER=544.52 \ \ \ \ Y - "`--- _ \ / \ \ x — UGT -�I T = \ `ss� 1 �\ - - \ \ o k 6" PVC 11_. SQ INLE�,W/GR E h \ i _ \ \ TbP=54949 2a.7= ` \ ' \ \ /� • \ \ \ \ \ \ \ \I INV 1N=546.93 15"R P (NEJ I ` \ \ \ ASPHALT \ \ `X/ \�h \ \ \\ \ <1 /MV OUY=546.82I "RCP (SIN \ \ \ ` \ , - - - ' - - - - - - - - - - \ l k `\ 6" PVC Y/ - -------- - - - - -- SD/NLETW/GRATE 11 --_— FORCE OWN PER I TOP-55743' ----'-------------- RECORDDWGSBY' -_ INV1N=554.12'I5"RCP(NW) c:l\ \ \ \ SD INLET W/GR/ITE \ - - - - / _ T/MMONS-GRQUP OU=554.02' 15" RCP (SE) 1 \ ! ! \ \ \ \ \ \ \ \ \ \ \TOP=549.49� \ \ \ Ur SD CURB INLET !! \ \ \ \ \ \ - \ \ \------- ----- — — — — — _ �\`') -_/ /lr,' _\\----------- - \ INV7N-6.54 15" RCP (NE) \ \ \ \ CURB \ T(7P-535.55 v ! \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ INV OUT=546.48 15" RCP (SW) 1 \ \ \ \ " _ _ - BCD C BNERE�E -- -- INV /N=531.57 15" RCP -(NW) \ GQ/ \\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ (PORT/ON) — - - - - - - - - - - - - - _ _ - - - - - _ _ _ INV /N=531.63 15" RCP (N \ �Q / \ p\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ \ TYR — — — - - - - M \ — — — — — — _ - - FOOTIKG �' II I INV IN=5275315"RCP(S) v� �y \\\\ \ \ \\\\\ \ \\ \ \ \ \ \\ \\ - - ��- - - - - -- - - - -- yll\ \ \ --- - HS INV OUT=527.1724"RCP (SE) !j \\\\ \ \ \ \ _ - _ _ _ - - - - - - - - - - - \ INV /N 549 8" PVE (NIyJ l \ _ - ,- ---------TNVII0=-55-t.43' RCP_(NYVj \I \ \ \ - -lNV 9L1T�48 60 8"PVC (SEJ \ - °j \ I \ — �(/ - - - - - INV D(Tf'S48.B2 -l8!' RCP (SW)_ - - MHD SD INLET W/GRATE ! \ \ \ \ \ \ \ \ \ \ \ \ \ \ l — \ _ TOP=532.06 X \ \ \ - — \ / SD INLET W T OP-543 80' \ TOP=532.99 \ \\ \ \ \ \\ \\1 / / — - - //-- _17flFL--- ---- / - \ \ \ \ \ \ \ / -PSIMP 3�FAT4AN— — / _ lNVlN=540.10' 18"RCP (NE) / _ _ _ - _ INV OUT=529.09 15" RCP (N) < \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ \ \ _ - - - l - - - - -- lNV0-4tT18"RCPTNE)----_�_ _- \ � _ _ _ - _ - "7NV OUT 40. 4324" RCP {S€)— I� G'\ \ �- - - - -- \ /� ASPHALT SD CURd7N�T \TOP;F�53235_ JND-IN=526.4924,' Rc'P*`IT C&G _ 6.i1�4"RCI�(gEi-\` ��_-_-_----\ � �-\\ .5\� 5 / / �X�— _ / W -sas - - - -- - _ / / / / . ' - - _ _INLET W RAFE TaP�rQ3`. _ _ ' / / _ ! INV-IN 538 25 �4" RCPZNW) — 55 8 — / /' / /' / _ J am' /'1Nv UT=53822'24'tRCPISE) \ \ \ ' 644 flVV=453Z. 15 _543— Q� \\\ - CRlT7CAL --_ \ \\\ \\-_-542 i / \ S ALE 1 "=20' \ \ _ _ _ 540 0 20' 0' ` \ \\\ \ 9cFs 9 p�i� \ �- _ _ _ - \ \ \ • \ - 539. - - i ' / / ' / / / / i / / / �' _ \ I \ CONCR&�E DRAINAGE - - \\ FLUME O CRAIG W 1. KOTARSKI Lie. No. 0402048507 � $ 10-26-206 z O a u c.J In w Z O U) N UJ Is DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' ui I— C, ui _j Vl LU ui I > z 0 > a � Z m o z "O J _j j U < w 0 /J Q O p--q V z C z w O co JOB NO. 46423 SHEET NO. C2.1 0 c 5 a c h L TOP=560.76' "N \ \_ D 1LNLKT GRATEINVIN=559.07' TC ( INVIN=558'6"TC - T0P 08' INV1N=556'12" CP(NW) 7NV 61CP (SE) � INV OUT 56.71 45' RCP (SE) � I LI FFE=563.24' /---------------------------- ----- - - / - - S�3o c \ 3'(W)DOUBLE METAL DOOR Oc SD INLET W/GRATE TOP=560.1� G \ % --(NV 1N=555.09 6" PVC^W) / INV /NN- 5c?,Z4.4$6" P7C (NW) INV OUT=552.14 15" RCP (SE) — / GONG 9W \ FM _� � / ll \ / \ / _ / - 1 — _ SCALE 1"-20' EX FORCE 1 ® — _� - LANE l - — \ / MAIN _ _ FM AMgS CRITICALPi I I \ — L — 9885 _w \ \ 0 20 40' 1 (APPROX) �\\ \ SLOPES (TYP.) w_ --� U#7— �UG W �_ \\ -0 -L+I _ _ \ \\ \\ \ 6 /-- II —FMB\1 FM�_�FM� �W / / -- ;,JUINCETW/GRATE I T \ \ �& I 1 \ \ SD CURB INLET _- / UGT— , , TOP=558.06' I \ TOP=560.73 W GTE / INV /N=553.11 12" RCP (NW) \ o \ \ \ \ It _ U - G \ ... ... 11 I INV 1N=551� a5 RCP (NW) / - INV OUJE553.B4` 12' RCP (SE) -+F X-- I I \ T \ \ \ 2 STORY III - - - - - - - - - I t JIUWOUP=551.60 15" RC= U %�X� -ly BLOCKBLDG. I I - - - - - W— _ W IIII W------w / I-F-i` / / / �'\ �X XIII \��'GG'T _ /2\_ 9 \ \ �\ 1 / / I s UG7 II11 _ _ UGT— X - — UGT _ - -1 T — — UGT— — - — — _ �X�-I_ ll \ \\ \ \ \ \ x - - 6„ PPC V- — — — _ — 560 — ASPHALT I 1 - 559- IL _ II \\\ \ GATE 1 6"PVC // II __ __-- - \ 1 1NV=558.07 / II - ` -- - \\ -------- \\� - \ \ SD INLET W/GRATE�II II - _ _ _ - 559 - - - - - I I - - It TOP=55743' _ INV IN=554.12' 15" RCP (NW) it - - Ll OU=554.02' 15" RCP (SE) 11 \ 1 - - - \ _ - I I \ \ / ' / / ' N�- _\ \----------- II N II \ 1 \ / -s5s_ _ _ _ \ V I I \ / It \ _ / _ Al - - - - - -OLD-CBNCRE-TE F LL 1 -558 - - - - - - I - I \ , \ / FOOTII�IG lW / - - 1 / _ \ - - 11 \ \ \ it N�FI\� 11 �I \\ \` _fQ--J^557-------__ III \ - ASPHALT ------TOP554:06', \Ill \ - kLl---ss6_` - II \\ INV11C/55?.43'1RCP_(NW}_\ _ — '555 --lNVOUT'S46.B2=11 &CPjSW)_,_-- -554 _ _ �C — _ - 553 - C>R9TE TOP=543.80' r \ J \ 552- - - - - - _ It 540. 10'18" RCP (NE) ----�ri-_\ �_ �1 _ I � — �\ II — 54041T16"RCP7NE)-----�/_U 550,�-.'r 540.4324" R-CP (S€) - i� / _ _ _ 549 -547- _ \ 2 \\ \\ FOP=552. 9,63 — --- — I I =54383'1" P (AW)ASPHALT _INV 11TI NI'0UZ=54785'-t8-RCP (SW) \ i —X/ \ \ \ \\ M 1 1 sss / — I —xCHAINLINKFEVVCE \ // \\ 1 543_ \ \ 6 (1y) + \ \ II \ I I /l II \ +/ j I \I \\ \ It I I � / `rG0 11 S6/iSILZTW/ RATETaP 43. s4/--------------- /LNI/1N=538.25`24"RceZNW} -- 40-------------- -- --_- _ - 'lOUT=538.224'�RCP SE - (L'7_ -- _--- -- - -- - -- \// 24"RCP OUMWALL INV=53Z. 15 - - /-CHAINlINK FENCE 537 19"R6P00TFALL _ \\ \\ \\\\ 6(H)+ 1-536- - \/I / / \ \\ \ \ —■ / ////'/ '/ / / /' - _ _ — _ ,\ \ \ \� ARMOR` 535— Y --534 533- \ ! CONCRETE DR /NAGS d > ' ' 532 FLUME 530 ~ 15" RC�`CUTFAL L > I I I hVb/- 23.0� ORA/NOGE CHANNEL I I I I \ _ _ -526 / ' / / ` I I I I I \ \ �, \ /� \ \ \ / / / / / / / / // / / / 0i / 1 / \ - / / / I _ I I I 0 _ 11SPkl�4LT / zco / / //// / / / / LJGP- \ / -524 /- ` 3' 100' WPO HL/FFER ROCK _ 521- CRITIC\L SLOPES- U --518- --_-517--T-RAIL-- \ \ \ \�\ \ \--_ _ -_- j / % J e ! \ \ N \ \ 515-30QP \\ \ \ \ G9 V=5Q08 / / \--514 i 30"\RCP `-- 5 1A; / 73- 11�1 \ \ \ \ \ \ I I 1 I 1 11 II 1fit I I I 1 1 1 1 O IU CRAIG W 1. KOTARSKI Lie. No. 0402048507 � $ 10-26-206 M E O � O N C >E w vE LL o Lu w o Q� Lu ' Q j U 00 W J—uj M m a y cov z �: � �x -j < o Q v ti = N = U > F C � O 00 � M � H z O a u c.l In w 0 z O N w I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 46423 SH77 EET N0. C2.2 F� L BIRDHOUSE` \ \\ \ \ \ I I I I 1 \ \ \ \ 1 \ \ CONC. BASE \ 1 I l l l l I \ \ \ 1 P I dRITIC,4t I \ \ \ t1G I 1 I ! V A I 11 1 I 1 11 SL\OPES(TYPJ) II A A (\ EP ��- /\ PAIRED ENTR. \ \ \ / I I I 0G \ TRANSITION \ �G- /G \ \ � W \ \ \ UGT /I / \ Y � C CURB \ I F,o / ll, CO/wC.- G / I 10' X 18' FA,AME SHED / I / I I I I I 1 CHAINLINK FENCE 4' (H) + X(W) METAL DOOR CHILLER ON 4.25' X 3.15' PAD X(W) METAL DOORS (2) LEGEND: ❑ REMOVE TREES REMOVE ASPHALT ® REMOVE CONCRETE ----- SAWCUT 0 4- TOP=562J8 �Fc/lam . �T Ty FIBER\ \ \I \ \ BOT=555.18' L!s VEIULT \ / 1 \ �� \ \GREASE 1S6!1N1 /L'E1)W/G.t�--- \ \\\\AL\ER\- TRAP (2) ROCK/TOP-OP-562 ..85' RIgVSIGN ! F \ G.1=54 603AMOUR BOT=55553' S(7YP.)r5/ / WATER DOOR VAULT \ \ \ CONCRETE PAD \ \ I CANOPY (2) AND UTILITIES TO yPt' coNc.\ R MAIN \ \ 6'-8"(W)WALL DCMMLE INV TOP=560.76' 10F INV 1N-559.0 \ \ / / / I /a//// \ \ G CONC. INV IN=558. ' 6" TC �NW) \ \ jjj. � � 7' ' TC '' /ii/' /iii' / /r-II \ I ! } / //�' / ✓ - /' lNV 1N=557 6' 12",,0CP (NW) ✓- - If //jy I INV OUT 56.71S" RCP SE 1 GP \ �G� /)Fo FFE=563.24' BASKETBALL I l l ! / /� I\ /////f�/f/ /� / /�// //f/i/✓ f x\\\ FIBER oa `l' \s `3M' (W) DOUBLE ETAL DOORVAULT I COURT REM \ \ 1 \ \ \ NM \ \ \ )W- Z \ 1 \ 1 \ MH 1 \\ TOP=547.64 _ - 1 IN IS INdCCESSABLE � 1 I II MHD TOP=532.06 A L CHAMBER=544.52 \ 1 1 _UrL SO CURB INLET,, T-PP=535.55 INV /N=531.57 15" RCP -(NW) INV /N 531.63 15" RCP (NNE)- lNV 1N=52753 15" RCP (S) INV OUT=527.1724"RCP (SE) SD INLET W/GRATE TOP=532.99 INV OUT=529.09 15" RCP (N) 1 "=20' ASPHALT- 1 - II III I I \ I i I I ♦ \ I / / / / / ////% ../// / \ //CONG SW i%ii%ii/ \ -�-x � '�'�ii/ 1 I ' ///iiiiiiii � � \ l \ / � f I I P(,4YIGRO 1\/ \- `r /ESD /NLET W/GRA��!/i%jii I I 1 ///�//i/ /// / REMOVE \ f \ - - - - - , G� / TOP=549 .48 40 15" RCP (SW) /i \\ I II 1 /%/� ,j// sso / i// \ \, \ (x / / s'(H)+ 1 1 REMOVE ///� - \ � �' GGr \� MHS � -�II- - - FM -� CURB \ ii///i \ / &G ' PORTION /// TOP=5S2 6T G It / \ \ ( ///i IN-5 93' 8" PVC (SE) �`iiiiTYP. \ _ //iii I _ 1 �i `\ /iiii, \ � lld� OUT- 82' 8"PVC � l \l OC 1 EXISTING a REMOVE 1 I �`1 \� \ RANT = 2 STORY IIII BLOCK BLDG. {{ ALERT -- I \ ^ I I y-I I / X"T L� I ` j/ - is/// I .1 ///✓// 1 ///// /c/� \ \ STR/P I It \ \ I G-- //-REM��/E1111 \, ° x 6"PVC `L - - \ MOV ° //i//%'i/ / /� - - - - - /// \ - - P P z x iii ' /ii /iii - - / SD INLE NW/GRACE h ///////\///////// /�<ii //// h h //iii 24.7, T0P=549`, 9 /// /i�/i P�(vgyL�Cjj-/////�j O i n __ I- - - - \ INV 1N=546.93 151 R I /yj// // 4 / 546 INV OUY =.821' REMOVEf�8�7 SIGNSi/// ff _ - _ - _ _ _ _ _ _ _ _ REMOVE/RELOCAT /lj SD INLET W/GRATE U - - - 4" FORCE RAN PER /iiiii// TOP=557 43' -RE E j \ ///� / \// - - - - - - - - - - _ RECORD DWGB BY- _ CP (NW) //// `-------- _----- �- INVIN 55412'15"R \ \ SD /NLET W/GRATE \ 1 V OU=554.02' 15" RCP SE 1 I 1- STOP=549.49: - _ _ _ TIMMO / ( ) \ / REM04E---------------- _ - - REMOVE/REt9CA�EGRAVITY ----/ \----- \\---- --- REMOVE \IF lNl7`1N=46.5415"RCP NE \ /jjj % CURB ! \ \ \ \ \ \ \ \ \ / INV OUT=546.48 15" RCP SW \ /fff// \ - d _ Q ! \ \ \ \ \ ( ) (PORTION) SEWER LINE PER NEtALPUMP - _ _ _ -OLD-CONCRETE /y �TY.B. - - - ----------------STATtONLOCATI�N - --- E----"l2CPT/1 E \ ---------- _ REMOVE MHS--------- - BE - \ / _ _ \ \ / _ < INV IN 549 37 TOP=554.05 - - k - - -REMOVE- / B PVC (NW --- ----♦I --------- TOP 55d06'_ \II `- ! ,-------1N OLLT=548,608"PVC(SE) -� ,- - - - -- - -- I \ - \ _ - - - - - - - lNV 1N 55�.43' 15 RCP (NW} _ - INV OUT=546.92=18" RCP W - i -RELOCATE / - - SD INLET W TE TOP=543.80' \ \ ` ` \ \ \ /////%/ ////////�/////// // , ' / PUMP ZTAFl9N- - ' - _ /�N= 0.10' 18" RCP (NE) - - - �r/�� _ - \ - RF�tOGE IN 0.40-18,,RCP -R �a, < \ \ \ \ \ \ \ \ \ - INV OUT 40.¢ 324" RCP € - 1 RCP PJ PE \GUA - - - - - _ _ ' / \ mac\ \ \ \ \�\ ` \ \ \ \ \ \ ` \ \ \ - \ \ \ \ \ \ \ \� tic//�icf/5�� ! ! /i/ /// ✓//////�//J'/////r /// j /i/� j 1 ',, REMOVE" i .4SPHAt t SO CURIrIN32.35 T \ TOP�532 35/ / JA7V-1N 26.49 2z1'47f1P (NWj \ ` - - \ _ _ \ \k\ /f i / !C V EJJ(l� - 6?J 1�4" RCI�(gE) Cif r5 REfj4OV€SIGN _ -/ -,_-jREMOVE' ---- - - - - - _SD INLETW/GRATETOP=543.65 -54& I INV 1N=538.25'24"RCP (NW) - 55 8 - - / /' / ,' / / - - , _ , I r 'lNVOUT=538.22'24'\RCP(SE) -- �\ r -,, ,_-' / / ,,- --'� / / 24"RCPOUT�A\ 5aa- \ \ // / / / ` I /WV=53Z 15 \\ \\ 54 \\ \ \ \ \\ _ cRITIcAL -542 \\ SZOP€S1T_YP) -541 _540 539' - - - - / / ' / / ' / r / / / , / / /r / / �• _ \ I \ CONCR&�E DRAINAGE - - \ / Q\ - FLUME 5 Q C1WG W J. KOTARSKI Lic. No. 0402048507 c$ 10-26-206 M E O � o N Vi N C _E w vE aLLo� wo Q� Lu ' Q j U 00 W J-uj ., m a y cov zLuP3� �x LL 0 Q z v ti = N N 2 U > F C Lri O � N � M co M O x C7 0 w Lu x U a z 0 rn ce 0 z O a u C.J In w 0 z O U) N W d I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' I -I V 1 0 ui ui >a r d 1 � Z pz m ° O Dw J cll U Lu O w J J Lu a 0 V C) Q MO W JOB NO. 46423 SHEET NO. C2.3 L TOP=560.76' \ \ — L INV IN=559.07' " TC (N \ _ SD INLET / GRATE 0P5�0/\8�' INV1N=558'6"TC - I INV1N=556'12" CP(NWJ 7NV 61CP (SE) INV OUT 56.71'45" RCP (SE) - I I LI FFE=563.24' /---------------------------- - -' / - - S�3o c \ 3'(W)DOUBLE ----- Oc METAL DOOR / SD INLET W/GRATE TOP=560.1� --(NV 1N=555.09 6" PVC,(NW) G I j INV /N-55c?,Z4.4$6" P7C (NW) P , ' j INV OUT=552.14 15" RCP (SE) / GONG 9W ♦ 1 �FM EX. FORCE 1 B LA I ' MAIN \ ® 1 \ — — — FM M .5 ` I APPROX \ — / LA S - 9885 —w � Fro ® FFffi /� - UyT---�� _� _ _ 1 � REh/LOVEtREPL1CC� - 17 I UGT FM \ -- m O _ 6 - - I I — FM 1 - — _ FM W / - _ SD -INLET W/GRATE \ \ G& It SD CURB INLET _ - / UGT - - - - TOP=558.06' It 1 I TOP=560.73 w / / - - INV 1N=553.11 12" RCP (NW) 11 n \ \ \ \ 1111 INV 1N=551� 15 RCP (NW) UGT - it INV OU1=553.84`7Y" RCP?SE) X_ REMOVE I \ \ -WWAOUP=551.60 15" RCP / \ /- - - - �X - - - - =X 2 STORY -W— BLOCKBLDG. II '- --------- - - - - -, LI —� ��U i /_-' �X�� w- I I I% •.- / //// j/ W_I 1 jj- I I W� I7Ii////// — It UGT — UGT— - I I X -REMOVE — — ucT 560 559- REMOVE JNV-457.65 SIGN (TYP.) —24 r _ _ X _% / /// ��SIGN (IYP i BPVC j I " / / �� ' / /NV=558. 07 !: , / REMOVE �1 // REMOVE SD INLET W/GRATA j. TOP=557.43' //////// //// ///// / /�/%/ // 1 // SIGNS (IYP.) _ INV 1N=554.12' 15" RCP (NW) / j / 1 \ \ ' i/. \ -559_ REMOVE I F M OLD -CONCRETE - - - - - FOOTIt/y I I U �M_ _"RCP PIPE \ ` Itl, C_) / - - - - - - - I I / \ ��/ / F I, \ \ \ ` - ^ 557- - _ _ _ - _ I I �% \ \ - / I ASPHALT - - - - - - - - EMOVE -REMOVEIL�Fi - - _ - REMOVE 1 E I I �/ - - - / - - \ ` _ �_ - - _ RCP PIPE I I ///// ii \ ` ` / - j j . // / ///// i - - - - - --TQP�55d�0&' _ \I Sss _ ��I I INV 1N--55T.43'-1 ,54 RCP - \ IN (NW555 - - V O(7T 546.82-18" by) 3CP _ 553-_ _------////// jl \\ // � \\_558� j.. / //\/✓ 552- - — '_ - -- \/ / GRATE TOP=543.80'-ILI -----' ---_ 540.10'18"RCP(NE) 540-40-18"RCP7"NE)- - - - -/7/_ _ REM � 540.4'2, RCP(SE) -- ij�IC PJPE\ 549- CRITICAL SLOPES (TYP.) \ \ \ SAWCU \ SCALE 1 "=20' 0 20' 40' COORDINA WITH SIDEWALK PROJECT. RAMPS TO BE REMOVED, ]STING ENTRANCE TO BE CLOSED. REMOVE \ GATE \ \ 0 \ \ -----___-- --- REMOVE-&' 545 RCP PIPE -� - /t�F/D T-0=552.95 INV 1N=549.83' 15"RCP N!N - - - _ - - \ - REMOVE 19' INIt-IOU _ / 10_ " L=547.8a't8 RCP(SW) - _ - - P PIPE - REMOVE 24" I I RCP_ PIPE —X ssg \ 1 �Cl4AfliUNK-F,5\Nii - - - - - I RE - \ - /NLET W RAFEJaP a¢3.6 _ _ - _ - INILIN=`3$25 24". RCP qNW} - - - y - _ _- _ - - _ y —X-- ✓/////// /ii/// �'/��/ �' t n ' ~�� sz \ / / %IyILOUT=538.22'24 RCP(SE) Ls - -1._- — v /24ROCP OUALL \ \ \ \ -539- _ - - - _ _ _ - - \ - REMOVE -1 \ CHAINLINKF ` /NV=53Z.15 / / / - _. - ` _ - 6 H + ENCE. -r537-__/ / / - - _- ----- __ -__--- `- REM01FE - -- O- 12"RCP OUT FALL RGEMOV INV=549 33 \ - ARMOR v \ ,� \ \ \ \ / ' / / / � � - - - - - - /_ - � - \ � ^ � - �- i i . 1 . - I \ _ , \. / • / / - - _ - I / ' _gyp\ � �O // /, / It 533 - \ , CONCRETE DRAINAGE FLUME Es I 1 I I I �15,I"RC-P-OUTFALL 7N�/.5�9 ✓ ' i // \\ l I I I/ I I I \ / T \ \ i yl`_ - y 'r /. I I / _ - - -u6., / ,/ // a I I I 1 V= 23.0� � I I 1 `- \ /5zg' �✓✓ /'/ / / --_- / \ I I I I 1 I I I , I I \ \ \ ',� / ✓/ii/. _ / \♦ 2p I\( �/ \\ / // l 521 / / / / - - \I ORA/N GE i / - - 6HANNEL / I -526 / / / I THRE D I I I ' I I , I 1 \ \� \ \ / y - / r ✓ / Obi /�, / 1 _-ASPHl4LT / l ig;,RCP If -525� I l \ rll \\ GP- -524'/� ✓/ I 1 1 \ I I I ' I I I I I \ \ \ \\ \ \ �\ ..i /%/i / / \ / U 1 I \ \ I ' / / `� � EXIS G SHEDS / / /! / / �/ --'^\\ - / _- \ I 1 1 1 \ \ \ I I I I ' TO MAIN / 7 / / / 1 - 3` 1 I I I 1 s / // / /// _ _ - _$� _ ✓ ` \ \ 1 1 1 � 11 \I \\ \\ \\ \\ V� ` \ \ \ \ \ v, \ I / // / /,� RELOCATE 2. 100' WPO 4.UFFER � \ � / \ / / //i / / o / / / / / / / - - - ' ' — — — — — ,� I 1 1 t u. cs \ \ - i \ \ /, / / ///i✓ / / /i PORTION OF 521� I 1 1 \ \ \ \ w \ \ \ \ / // ///i/// /i i / % TRAIL / ROCK 520 CRITICAL 1 N o \ \ \ \ \ \ 1/,/i//,/,i/�% / _-� OG SLOPES-(TYR.) l /i/// / / / -518 , - - - - TRAIL -30" ` 515 VP� n V08 N 510: / / � / ♦ V 1 �-� , V A � vv vv vv� V V vv vv vv A V A 1 111''lllll llll Il,lll'Il/Ill/ l/ ' < �� � / Ill 30" vRCP `-- 573- - -' v A �� \ \ V v v� V A A A \ \ V A III I I I I l I I ti�,F,t,Ixd �F O Q CRAIG W J. KOTARSKI Lic. No. 0402048507 , $ 10-26-206 M E O � O N Vi N C > E w vE tE LL o 0 LL ww o ' Q j U 00 W J—uj ., o a y o v �x � j < 0 Q v ti = N = U > FLri C O � N co � M z O a u c.l In w z O N w I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' uj I —I 0 uj W N z >a Z pz m ° O -i U z J m 0 J C J a Lu cl� 0 V C) MO W JOB NO. 46423 SH77 EET NO. C2.4 0 C a ig 159 L 00 d S o6i4,Q d, d Cb U SHEETS C4.1 & C5.0 255' FROM PROPOSED ENTRANCE TO IVY CREEK SCHOOL ENTRANCE /\ qI .._ I / II / II r if � II 1 �II x / II M �z x / II \ \ -O \ \ IVY CREEK SCHOOL MAIN BUILDING scs17> UZ� \ AcF �'Qfri \ 24"RCP 8 RCP I 24, RGP v� R Z U \ N P ,m a / ® , / I / CRITICAL SLOPES (TYP.) a �r I.91I'xi ®� «CRATG W.1. KOTARSKI Lie. No. 0402048507 �$ 10-26-20,4 U. KU I HKJ/CI \ SCALE PROPOSED BUILDING %' \ • w 55FROM PROPOSED ENTRANCE TO LAMBS LANE lLu � w i O J SHEETS C4.2 & C5.1 U � w V1 w > a O li I� I II � I SCAL 0 40' I SO' I Q m JOB NO. 46423 SHEET NO. C4.0 L BIRDHOUSE / [GONG. BASE (f' DIA) s Fp CRITICAL , uG P SLOPES (TYP.) / PAVED ENTR. EP / UGP/ TRANSITION _ _G— G / G / CCPO / CHAINLINK NC. BF SE / FENCE 3' (W) METAL DOOR (I'OI�J 4' (y) + / 10' X 18' FRAME SHED CHILLER ON 4.25' X 3.15' PAD / Z G / / uG1i — 3' (W) METAL DOORS (2) LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY p,LTf7 0p� ;y c Q C:RAIG W.1. KOTARSKI Lie. No. 0402048507 c$ 10-26-206 M E O � O N Vi N C > E v E w < w 6 w 3 Q/ LL o n NOTE: A KNOX BOX WILL BE REQUIRED FOR THE BUILDING. W r M G TOP=562.78 FTj �� d¢ J U on Z FIBER BOT=555.18' �?S , > �co,rn VAULT 9 / GREASE ALERT STRIP A TRAP(2) TOP=562.85' C ROCK ¢ N ARMOUR RIO' c. BOT=555.53' o a o v c R29' / FU¢m O / 3' (W) DBL o M METAL DOOR / fl� w W/ CANOPY (2) a Pco R Gc CONC. 6' 8"(W) WALL 5� uGP / mi c CONC. 7 / k / O 36" RISE R5' HAND IL p CG, JGP � G /uPI C1 UGr G p o S FFE=563.24' R5' . FIBER 3' (W) DOUBLE L BASKETBALL 18'(TYR) � VAULT erotic = Q / uPD sy METAL DOOR a o z O c j r U) DATE 1 "=20' A \ C� Foi 3 Sio�FGx -9CFS9,Q�/NG 7T YpJ 5 ce 1012612020 CONC. SW O _ Y DRAWN BY 24' �. GGr \�\ i �C K. MELLON GRASS SEATING 9 TYP WI OWN CURB- G/ • DESIGNED By AREA FOR FIELD ( ) I Q 1 I • K. MELLON cf Gcr \ MHS —ill — —FM-iw- • CHECKED BY TOP=562:67' G&� INV IN 93' 8" PVC (IS E� / I • C. KOTARSKI INV ' 82'8"PVC �III • • SCALE .,.R25' --- ALERT 11 • V RS 6 STRIP CGG GT, _ - R50' 10, (10) 6.37" RISER PROPOSED FIELD WITH HANDRAIL R34' I W (186' X 126') j c/) V 1 D EXISTING FHA TO z Q 0 BE RELOCATED W 8" PVC GRAVITY LINE TO RELOCATED PUMP STATION. (12) 6" RISERS z WITH HANDRAIL Lli 4" FORCEMAINI WI(TYP.) Q /\ 3 FROM RE L ATED ~ a ct) MP STATIO j 5' Z 0 H1 s m ° _! DLu H1 (8) 6" RISERS � Q WITH HANDRAIL U z Lu co Q N J SAN 50 7 ,l/ O 6- SpN 6" PVC GRAVITY LINE TO F--I RELOCATED PUMP STATION. r n 6 6 Y Q J PROPOSED COURT z (50' X 42') . Q APPROXI ATE LOCATION OF (12) 6" RISERS WITH HANDRAIL RELOC ED PUMP STATION SUBJE T TO CHANGE WITH O FURTHER STUDY. W W I 2 CRITICAL SLOPES (TYP.) C/ W - Z J JOB NO. _`' 46423 CON ETE DRAINAGE Q FLU SHEET NO. 2i C4.1 SCALE 1 "=20' 0 20' 40' EXI ING EI ANICE TO BE CLOSED, SIDEW K TO BE EXTENDED ACROSS ENTRANC CONTRACTOR TO COORDINATE WITH SIDE PROJECT AS NEEDED. J` +J.• ` 1 J t'a J i-•J J f ,• j _ J Jd J• �� \\ o\ (12) 6" RISERS „ s ® 5 WITH HANDRAIL TIERED R Tf(INI(VG WALLS 1 R3' 24' �� \ \ (TYP.) O MAX HE] HT,±5.5' 1 4 \ \ \ I 68.2' SAN 50 5' 42' 187.4' 4 , PROPOSED COURT 4�— (50' X 42') . 'J• r I " 30 J '. .J •.J • •J` -a.J. J' a - Y.J' - J',- I I / CON ETE DRAINAGE FLU ✓ 15'— I -ROCK ARMOUR 100' WPO BUFFER TRAIL V e•Po. PROPOSED BUILDING TIERED RETAINING WALLS MAX HEIGHT: ±5' CRITICAL SLOPES (TYP.) CC2 / R5' �/ \ RT 123.6' RF 52' /. . J 2 r / / 18' - WIDE DUMPSTER ENCLOSURE AREA WITH GATE PROPOSED COURT (86' X 52') �c 86' /Y / /Y J e j . 4t, ^1B dp J • / �091k1 �. J / RETAINING WAL \o / WITH HANDRAIL MAX HEIGHT: ±5.5' o. 061 JGS ' �GP / �GQ ASPHALT G� J UG? LEGEND: 0 CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MILL AND OVERLAY 1v CF Q ClWG W J. KOTARSKI Lic. No. 0402048507 � $ 10-26-206 Z O a u c.J N w z O N 1--1 W I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' W I —I W i N UJ �1 Z Lu DLu II O J J � U w 0 J a oC p V 4 Q J O co JOB NO. 46423 SH77 EET NO. C4.2 0 C t� L NOTE: A KNOX BOX WILL BE REQUIRED FOR THE BUILDING. \ \ I /pW 4CHA��� NOTES: IRDHOUSE1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITHCONC BASE L 'C !i `I ss N,o SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES.5�'"rel ,� , 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 .,�4-OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. «CRATGW. 7. SO'CARSKIJ>Q II 1 GP 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATELic. Na.0402048507I&/T/C,�\ UI - ! / /c� CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. �I0-26-20 SLOPES{TYPO - _ - NK 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE "fO \ \ \ \ \ \ \ \ \ /\ \ EP ONc. B E \ FENCE 3' W METAL DOOR DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. \ \ \ \ \ \ \ \ \ I I PAVED ENTR. \ / � ( ) S fs \ (l cl 4' H + ONAL TRANSITION J O_ S'I \G— \ 10'X 18' •. iG \ `\ \ G / FAAME SHED CHILLER ON w _ c i 4.25' X 3.15' PAD \ \ \ \ \ 1 1 1 1 / /�ie Q \ / \ ✓ " I I rn u 3' (W) METAL DOORS (2) \uci I r I - _ / I > E I \ \ \�+ \ / I w -_ z. /y\ Co C. / mr. TOP FTj/Ty �¢ u o? z /[y w�-in O V UL T \ \ �\ \ \ \ \ BOT=555.18' S , a > o ° P ! \ \ \Irv\\ TRAP( / Z%a''� cc./ / / SD INLE)rWIGR//� / \ \ \ /' � \ \ nt T STR( � r, / / ' / /' ` �3�/ - - \ ROCK I \ ` \ \ \ TOP=562.85' O n ¢ N / / //TOP-5f2. /! \G \ \ \ ` \ _ w w UyV4N=,54 60,3'lPVC E� / �/ ` \ \ ` ARMOUR \ ` \ \ ` \ c BOT=555.53' o a o II�W u m ° WA \ \ METAL DOOR w l I \ \ � W/ CANOPY Z Oct > , \ Qa cow CONC. \ \ \ 5 ow \ -\ 6'-8"(W) WALL ■ � oH r�TO 560.76 p \\ !/`\ \ \ l \ 402 ` \\ U 1NV1N=559.07, „TC(lvvv7 vi // / / // / / / / \ 1 / �/- _ I I \ it I \ ! ! 1 ` \ ' \ ✓ \ \\ Li W _ O / X`i- hl _ 1 lNV 1N=558. ' 6" TC �NW) / ! ! ` ' I INV O 56. RC ) v LLJ V IN 557 6' 12"�CP (NW) z / \ //. UT 71'/l5" P SE � W 5 x /uF0_ -UGr - - - - ) / ! ! / / r/ SS, _ \ \ \ \ \ F - FIBER I / FFE=563.24' > u / / I BASKETBALL / / !/ S \ \ \ I \ \ �\ ��s\METAL DOOR u o Lu ! \ r JFO / 1 II \ I I I I ' 11 /l ' / \ \ 11 \ VAULT Z // \ `` z \ 3' (W) DOUBLE - \\ \II I I l !/ / \ �i \ \ 1 \ I G 1 0 Ilx II / ,\ J 5 I / ' \ \ 1 , 1` \ \ S6/\ \ \\ U ��/Il / , > DATE 1012612020 / CONc. sw \ \ O x / \ / / � I � / / DRAWN BY /l-F/-F- 403 ` \�LGT /G K. MELLON 1 1 11 -\j I I P,'-AYGRO I I ' I I / 1 I I / 1 I 1 1 .� \ S� \ S60 \ - _ - - - _ S \ , �1 I I / • DESIGNED BY G K. MELLON \ \ N , WTI PLA E \ \ v \ -� -� LI I— _ _ CHECKED BY t1� \ I\ III ! { \ \ 36" ACCIFSS RISER WITH ` \ I \ \ \ MHS G , - - 11 PM ► • 'DOT MHA TOP TYP. \ \ I \ \I, \ ` TOP=5�2:FaT C& I I 1 ` C' \\ \ 0 LIC \ \ \ ` \ ` ` V lN- 93' 8"PVC (SE� • C. KOTARSKI II� \\ PoP,INAGE \\ I I \ / I I \ \ \ / \ \ \ lNV lT= .82'8"PVC ��Y l - I -_ II II • • SCALE \EASEMENT I I I _ ' \ 5� LF OF 84" CMPNJ \ \ \ _ \ \ " _ III 1" = 20' UNDERGROUND DETENTION�I \ \ / \ \vk_,�, 667, / ` \ MH 1 - I _L 20/ !/ ! yy 15. "IVSTORMWATERFACILItY \ \ ALERT W I(_- \ TOP=547.64 ,1' - ' I I I —I I �x I \ \ `EASEMENT 1 \ / — \ STRIP I I 1 INV TS /NACCESSABLE \ I k 'I \ ! \ /i \ . % _ - - — - 218- III L CHAMBER=544.52 \ �.• X \ \ 40456 iol - \ Itr)I-- 5 0- 5am Lu 59 110 I --I --- I II 1 I Y/�\ \ \ \ \ \ �r Q rn`n 1 II \ \ 1 I I I \ \ \ \ \ - - - - _ -" ' - - - - s� - - s - - r• \ ' - 558 , z 557 556 \ Q \. Ur/SD CURB INLET,, f i' \� \\ `\ \ \\\ \ I \ \ J \ \ ___-,___--- - _ — - 555 W TQP=535.55 yyn - V 1 rl ---- INV /N=531.5715"RCP-(NW)- INV /N=531.63 15" RCP (N - \ \ ----- INV 1N=52753 15" RCP (S) v //Y \`\\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - - - _ Q INVOUT=527.1724"RCP(SE) !/ \\ \ \ \ ` ` \ \\ \ ` ` \` \ ` _ - y2- - - - - - - - - - - 8 \ J > V 503 ' / - /I - - - - 125 SD INLET W/GRATE / \ \ ` \ \ \ ` ` \ \ \ ` \ ` l / ` ' 1 1 z Z TOP=532.06 \ \ \ \ \ \ \ \ / r TOP=532.99 ° INV OUT=529.09 15" RCP (N) \ < ` Lu \ \ 10-6 553- - , Q z v AN clL r-I ° \ \ \\`\\\\♦\\� \\\\\ `\ \ \ ` \ \ / a\ / y / f� 15 \TOP 5R23$ T _- / / tP -fJ \ \ \ \ \ \ \ \ \ \ 3 sic\ \ \ ` \ \`\ �\ \ \ \ \ \ \ ` \ ` ` JND�IN �26.49 24'47 P (NWT \ — \ ` _ _ / / 116 ` \ \\`\` 504 ` - — 9 ��' \\ \`\\`\\\\\�\ �\ •\\ \ \\````\ \ --- \ ` — �U_ / '.,549- -548�5 yA6 �6/ D. �y \ 77 �� A7 j yp - 1 7- 549_ - _ - _ _ _ _ \ / / ' - _ / - A ter• �.' _ _ I/�1 _547 - _----\ \./ TIEREDRrFTAININGWACLS 5 NIAXHEfGHT:t /-f1 -/ 104 S \ O -543 \\ \\\ ` ---- CRl%iCiIL-542 �I `\ \ a — - SZOP€S1TYP_7 i. Sc LE 1"=20' 40- / / / / / �.,. \ JOB NO. / \ \ 46423 0 0' 40 \ \ \ / \\ \ "9C<cs 9R/G/' - - - _ ` \ - 539. / / / / / / / / �/ CO ELE JRAIINAGE- \ FLU SHEET NO. 011 s c a c ig h 0 N 0 C a �O ou) o n �z 00 am 0 c m ad m o- 0 3 (o Z H O m n m y �0 o n m c 7 y J y X C 0 O d N m 0 « ° 0.2 c U N O O) a c m ° 0a o 2 � o w 15 a c m m c o C p m nE E F= L TOP=560.76' " \ SD INL KT / GRATE INV IN=559.07' TC (N lNV 1N=558. ' 6" TC, (NW) _ INV IN=557 6' 12" CP (NW) o 7NV 6iU i =555. 12' CP (SE) p INV OUT 56.71 45' RCP (SE) w :, FFE=563.24 LLJ % I --------------------- /'_ -' - s�3o 111, co^\ 3'(W)DOUBLE / Cq-------- ----- On /' _—sM-'ib9j A— — SCALE 1 "=20' 0 20' 40' lNV 1N=551. 45''RCP (NW) -WVAOUP=551.60 15'RCP / / \ S8 \ \ '9� \ �\ -- w_ _ _ IIII ' - - - - - - I_- w--- I I / _.• / 2p3 \ \\ �\ \ `Sc��cS� \ \ \ \ IIIII--_-1'1/ � � ---5-_ \ UGT— \ MATCH EXISTING GRADES. UGr _-560 — n S$8 \ O 202 \ \\ \ \\ 'dQORDINATE WITH SIDEWALK / ' PROJECT AS NEEDED. 562 5� _ _ -- 56 220 LF OF,96" EMP . \ \ 561 i— - - - - / - 'I 217 UNDERGROUNd 1 \\\ 0 - 1�° " ©EJ ENl ION 207 215 " \ 1 \ \ - - •_ - v ' WEIR 560 \ \ D - I 41 MAIN LEVEL FFE: 561.00' \ -\ 36" ACCESS RISER WITH mgo \ \ \ D VDOT MH-1 TOP-(TYP_)- _ , STORMWATER FACILITY EASEMENT 216 ROOF -DRAIN _(TVP) 8 557- - - - - - ,. - - - �:� - - - � — _ II, \ \ // / // // / � • \ \ � / /, sss \ \\\ S 1 \ �\ �• � - _ � � _ -__- -___ ��` '-� ` \ ` -- �' \ �. /. /1 / / \\\\1 III / j \ I SAN / - _ LOWER CEVEt - _ - _ _ \ AIN LEVEL-FF561 60' / \ 209 / - \ .�VI 556 44 > .-_ J J\ A - \ \\ ` Il !/ II \ '/ / _ - __ 5 _ --� _:+_ �- - ' �J •� =:_. �•�J.\ •\ \ 1 \ / '.' 1: I I -b- coo 21.1 \ \ '' /60 ^�`- -.^ i-`- _- \ 54Y- _y `- r.- r_•� R_-'' -__ 7._ \'� - �--__�'� 4 .' - \'_ - , \� \ \\ \\ \ / _ • I I 1 1 � i � ff \ \ -- -- -- -- \---\ - \ROOF -DRAIN (TYP_.) _1s3s 537- \ J I / / 6 -535 — \ \ I I 1 \ \ __--534---' 213 S27i .28�� 533 6�/ I I N l h CON E R /NAGE \ / d / ` - - 532- r FLU / / / � / / 124 / 12Q o \ I \ \530i \ \\ I 1\ \\ \ \ \\ \.\ \\ J\ \` \, / ✓\/)//•/ /a//� //` _ - - hy`L4jj/ / / 0 1 I y 1P-0 L- 23.0�\ / / / ORA/NOGE I 1 1 I I \ \ \ v \ /' / // . / a. �.✓ yrap�05 / \ \ / / CHANNEL/ I 1 I 1 1 I I 1 \ \ \ / /// /// r o _ _ _ -526 /' J/ 1 THRE D I I 1 I 1 \ \ cr J / ' i / i % / UOi /�, 1 _ _ASPM4LT / l L I -II I / \ \ \ - - / ' / ' \ \ I I I I \ ,\„ �0 \ \.. \ \ \ / / / / _ /. 66 \� / 1$ 'o. 4 - sss / -525 G / / ' UG P q' I ML TIERED -RETAINING WALLS RETAINING yAL \ / /i/ - - z_f�AX HEIGHT: t5' \ ' / // " / / // // // ' / WITH1iANDRAIL / - - - IDO'WPO \ \ \ / _ \ ///i/ / / / / / � /fvtAX HEIGHT: t5.5' / ,Z //- • / / 6-UPPER \ 1 1 1 \ \ \ s \ \ / � / / / / / 101 d / ROC \ CRIT106L / - \ 20' PUBLIC DRAINAGE EASEMENT n \ \ _ SLOPES rl l / ///i/ // ' / / ' _ - i/ dG Ll 1r20. IV \ \ \ \ \ \ - NOTES: TRAIL 1. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE DISTURBED WITH SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. — !- 0.5' A1fGD1A.RIP 2. CONTRACTOR WILL FLAG LIMITS OF CRITICAL SLOPES TO BE PRESERVED WITH I \ \ \ \\ \ --__ �\ \ 1 / \ GLASS AI \ c, \ \ \ \ \ \ \ _ \ \ SURVEY RIBBON/STAKES PRIOR TO DISTURBANCE OF CRITICAL SLOPES. -30" (PWIDTH 1 = 7�5/ v ` v v v y� v . v I 1 I / / l / / // / / / 9' n ' V=51Q08 \ N \ \ \ \ \ \ lI 1 j 111 / 1 �I / l // �/ // /� / / / JG 3. CONTRACTOR WILL NOTIFY ALBEMARLE COUNTY INSPECTOR AND PROVIDE / �(VIDTH 2 1T 9 \ \ \ \ / III IIII �/ // OPPORTUNITY TO REVIEW LIMITS OF CRITICAL SLOPES PRIOR TO DISTURBANCE. 3 / \ 100 \ 1 \ \ \ \ / \ \ \ \ \ 1 I 11 1 / \ \ LENGTH = 14' \ \ \ \ \ \ \ / ll 4. CONTRACTOR MUST MAINTAIN SURVEY RIBBON/STAKES THAT DELINEATE \ \ \ \ - \ 11 / 11 IIII/IIII / l / Q DEPTH = 1' 1 \ \ \ \ � \ \ � 1 /I 1 / l / CRITICAL SLOPES NOT TO BE DISTURBED FOR THE DURATION OF THE PROJECT. \ \ \ \ \ \ \ \ \ \ 1 1 II II I 1l IIII IIII 11 I l/ l l < -OUTLET PROTECTION IS OVERDEtIGNED TO \ / 1 / 30"\RCP s/ \ \ \ \/ \ \ \ \ II I 1 11 ll 11 �/ > 5. PRE -CONSTRUCTION STAKED/FLAGGED LIMITS OF CRITICAL SLOPES TO BE 1� / s- _ 1 , OUNT FOR 10�`fAR DESIGN ST�RM. \ \ \ \ \ \ \ 1 1111'I 11 I 1 I I lilt 1 I I I I / / ' DISTURBED NEED NOT BE MAINTAINED ONCE THE SLOPES ARE DISTURBED. 5v C; O IC ClWG W J. KOTARSKI Lic. No. 0402048507 r"$ 10-26-206 O x c� t] W W_ x U Q z 0 In ce 0 AM z O a u c./ In w 0 z O N w d I DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' uj 1 Irk^ V 1 uj oC z w a a < W q > if �z Z � H D O J ct� 0 U w 0-6 J a CD oC z V C) V O LLJ JOB NO. 46423 SH77 EET NO. C5.1 0 c a c 159 L 106: 15" Basin - Circular Grate STA 10+71.26 TOP 544.29 INV IN 538.97 (107) m m a INV IN 537.10 (125) (D a) m 12 `�° INV OUT 532.46 (105) `�° d C7 (9 O 108: MH-1 O O d `m `m STA 10+94.97 `m _ 122: 15" Basin - Solid Top L = o c'i o 0 S TOP 552.81 _ Mo °i STA 12+21.87 o o U °ir. LO o N INV IN 545.21 (109) U ° o � U c� TOP 536.46 00 M o = rn N �"% ro 00 m N c rn c o0 m 0 0 INV OUT 541.34 (107) c o moo °D c v oo Cm INV IN 531.49 (123) i7 co V)r�a^ 'Cor- u70)a N��M00M �NOM as O p 0) 00 0)W) 110: MH-1 'No „�ov,N '�ry�coM INV OUT 531.39 (121) m o M 124: 15" Basin - Circular Grate o t0 4 H co 00 Lo � r 0 0) of O O m N OD c6 6 10 m N� m 0 N N N 10 0 0 c) oD 0) ui M t L6 M uo -or 0+rc�F mc+o����F_ + zz~ - +�n~ Mrmzzz0 TOP559.382 roi��zzzp +COLD r) o - n �a N 0 pr M OuJ O n��7 bow 0STA 11 �)u� n u� rn�M D STA12+52.58 w�a- ;i a- O Mr�zzz0�� 0 � O o>»> INV IN548.3766 ¢ o< a- aa- ¢a--- Qa- Qo ¢ o --- Qo - TOP535.89 CD �U)�zz g��zzzz�ai�zzz �rn�? $U)PKKKK ( ) O�OZZZZ N~Ozz INV OUT 531.64 (123) INV OUT547.75(109) -mom---- �m�-- 550 1 1550 565 565 555 555 560 545 545 PROPOSIED / G E 3' MIN. 540 540 OF p 535 0 No 535 @6. 530 / 000 9 530 66 1 OQE 3' MIN. 1 EXISTING y0 GRADE / 525 525 ^° �v A tk 520 520 515 r 101 F 515 1 , NO?E � 3 Opolo 510 510 PROPOSED GRADE 560 560 r 555 555 550 EXISTING GRADE 550 / OF 5'}�9 NOpE ?.A 3 OOolo 545 Q ° 545 3' MIN. kll 540 540 1L001F toe oro 535 535 530 p5 F O 530 @ 525 525 9+50 10+00 11+00 12+00 13+00 9+50 STR 100 - STR 116 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 N M n N M b u7 N to O` r N H N N N N O H N ' ^ � N °O o')• 'i M O LO C7 v, Lq u� n m 200: ES-1 for 24 inch Pipe v P, LO 0 0 o M Lo a . o CD: uo u� U� m co u� STA10+00.00 M�+"o�� H =+m�� E <?°+°a6LO H LO TOP552.79 o��Z Z 0 ���KK 0 o�LOZ 0 INV IN 550.04 (201) 0�0»> 0�0»> oIQ-O» N lA �--'ZZZ NrnHZZZ C,4 570 550 550 545 545 PROPOSE EXISTING GRAD 540 GRADE 540 535 \ 3'11N. 535 530 121 1A. rN 530 119 142.24' OF 15' HDPE 79.6S OF 15" HDPE @ 0.89% HDPE 15" P @ 0.72% 525 525 520 520 515 515 10+00 11+00 12+00 12+25 9+50 STR 104 - STR 112 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 to n 20 0) N N O °O O N m r O � c? + 00 H o�toz =O CMrn0Z Z 210: 15" Basin - Circular Grate STA 15+40.00 -° U M TOP 559.99 v INV IN 554.75 (211) 0 INV OUT 554.65 (209) N 0 4 15" Basin - Circular Grate m O)nb 0; 2 STA 15+58.23 Lo m [212: TOP 559.75 ^ F 0 > INV IN 554.94 (213) N aJ F Z INV OUT 554.84 (211) 570 565 EXISTING 565 PRO OSED BADE / / P OPOSED / 560 6' FIRE LIN 560 / TOP = 557.0 - T MIN. 555 0 I 2 1 f- 555 213 209 11.68' OF �- 6 .60' OF 18.22' OF 5" HDPE 84"CMP 1 "HDPE 15"' HDPE o @ 0.50/o -- `- 207 0.50% @ 0.50% 550 INV = 550.0 05 193.29' OF 18" HDPE - 550 201 193.56' OF 24" HDPE @ 0.50% 4.76' OF 24" HDPE @ .50% 0" HDPE @ 0.50% @ 0.80% 545 545 540 540 10+00 11+00 12+00 STR 104 - STR 124 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 Cl) Oc- N co) co) 0 0 UU Lb 00), Lo O x+o°n'�Ln L� U')ZZO g rp�Z Z Z 570 -114: 15" Basin - Circular Grate STA 10+00.00 TOP 540.83 INV IN 536.08 (117) INV IN 536.08 (115) INV OUT 532.23 (113) 118: 15" Basin -Circular Grate STA 10+13.29 TOP 542.09 INV OUT 537.00 (117) 560 555 555 550 PROPOSED 550 EXISTING GRADE GRADE 545 545 / 540 540 3' M 535 g 535 530 530 525 525 520 520 13+00 9+50 10+00 11+00 STR 114 - STR 118 PROFILE D LO g N Cm oO 7 0 . LO u07 +oF CO O o �0_Z 570 565 PROPOSED 565 560 EXISTING GRADE 560 555 3' MIN. 555 550 113.48' OF 12," HDPE @ 0.50% 550 545 545 540 540 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 Z6 O 2M r- N O.r- cmN aDQrM o 00M�C) M0(0LO 0 oIOZZ O NU)�Z Z Z 570 106: 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) RFn nnn 555 555 EXISTING GRADE 550 550 PROPOSED GRADE 545 545 3'MIN. 540 540 / 535 h 3 535 530 530 525 525 520 520 9+50 10+00 11+00 STR 106 - STR 126 PROFILE N N CD to C5 ,to _NCO 21'OO ,;H0> N U)P Z 570 PROPOSED G E 565 565 EY (STING BADE 560 560 �4' � MIN 555 555 f- 217 rC24"HDPE 0.91' OF 5500.50% 550 545 545 540 540 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 O Q C1WG W J. KOTARSKI Lic. No. 0402048507 � $ 10-26-206 M E O � o N Vi N C Q O > E w a E w w 3 Q a 0 oLL- w�OL ' a j U Go W J-uj O) M a y o v z � ° mr � O xLL o Q = v Ln = N N = U > F ¢ . 0 O � N 00 � M a� O x C7 0 w LU x U Q z 0 U) Ce 0 a---------- I � 0 50 PROFILE SCALE Is DATE 1012612020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE AS SHOWN UJ V / C) Uj Vl UJ r-I I --I 1 1 1 > w Q r J z LL O 0 w a .J Q U w _j m Q O L.L h�--I V 0 rQ v I co JOB NO. 46423 SHEET NO. C7. 0 9+25 10+00 11+00 12+00 13+00 14+00 STR 200 - STR 214 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 L 15+00 16+00 17+00 9+50 10+00 11+00 11+50 STR 204 - STR 216 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9+50 10+00 11+00 11+50 STR 202 - STR 218 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 AM e'� L Ipi O� 0 1\ N Q C"G W 1 KOTARSKI Lic. Nc. 0402048507 °�010-26-20, tL 5 d m cy d D � co , m c o t o t o U o �' U uV ONALfs H v oto U� CD �q L p UM p0 O (O �p Wa ON N U O pp N°p M N� U) RHO �•❑- coO�vjO U�I�� �'1 m00 w OM coO co U-) mO�u�7 p� CO Lo i pcyy M + bL ~ M } rH r Ou7�m co Oi� H CO + OH Or aDOL W 0 � ❑��Z ❑�Lo W pq'�inO�V "� 7 co cm uJ o a,a aZ t Qa> p aCL EL ° aa° T u aoi l40 MCA0 po ~Oz vcoPZ Z �UOz o HO�oHOZ Z �H0 N a UH_ aUH_ c" (/IHZ�CnHZ Z LoU) Z N > E 570 1 570 570 570 570 570 LL, °; E UU. w 3 Q o. o O C M QjUoi Z 565 565 j p c7 U v M a PROP SED C x N GRADE] oa f)LL o = c N Z 560 _ 560 = ¢ mLri U) O EXISTING ~ c > / EN > LU GRADE / a W J 3' MIN. ~ 555 555 j4'MIN. 0 403 550 I} 204.43' OF 1a" HDPF 550@ 0.54% FLU 545 545 zo 1h Q.lo�o (A DATE N5 y6 ce 1012612020 10- INV = 541.0 O DRAWN BY 540 84" C P _ 540 K. MELLON • DESIGNED BY 535 535 • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE 530 530 AS SHOWN 9+50 10+00 11+00 9+25 10+00 11+00 12+00 13-00 13+50 9+25 10+00 11+00 12+00 12-50 STR 300 HoS sRL302oPROFILE STR 400 HoS sRL404oPROFILE STR 500 HoS sRL504oPROFILE w VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 I —I V 1 0 rUJ V 1 LU N o � r I^1 Y Q V C Q > J z LL m ° � D w a .J N `.J g N W O ( O O a rn (FBI v LU 0 Q a. a O 19 0 U V / O >N 0 1 1 1 'a W� N 5 0 i a U Nf a c 0 JOB NO. 0 50 m PROFILE SCALE 46423 N Op g SHEET NO. a� N C7.1 565 565 560 560 PROPOSED GRADE 555 555 EXISTING GRADE 550 � 550 TOP = 548.0 545 6' MIN. 545 540 INV = 541.0 540 30 OF 50 83DpE � � 9 p0°lo 535 535 530 530 565 565 550 560 EXISTING PROPOSED GRADE 555 GRADE 555 i i 550 2•T � i 550 _ 4 MIN 545 �-- 545 503 �— 501 186.12' OF 30.81' OF 15" HDPE INV = 541.0 15" HDPE @ 0.75% 540 540 84" CMP 535 535 530 I I 530 L -MOO eI\p6 Q CWGW J. KTAR 44850K 10Na. 00°-26L ONA M E O O � U N Vi N C > E W E = a+ LU u N �i Q U- O 0 LL — 0 L ti a j UsmoZ H — vi O rn (7 U)LU �d a Q M u Q:OQ (n a LU CLn �` ❑ ❑ Q v i v N Z X: > O C Lri U) n N W 575 575 575 575 575 575 M a� ow H O x c� O x H w w W 2 Q a z 0 to DATE N TO 1012612020 0 ATIONLINE. LINE. Y DRAWN BY TI ON. N N K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI SCALE AS SHOWN of cm LU 5 W I— 0 50 0 9+50 10+00 11+00 9+50 10+00 11+00 9+50 10+00 11+00 PROFILE SCALE FIRE LINE 'A' DOMESTIC LINE 'B' FIRE LINE 'C' ui HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' V l VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 0 ui Y ~ w C o Q > J y } LL z OT O � IL U a 0 D w o .J � N U < J w o J a I D a rn FBI j , ^ v v 7 0 Q � 0 z Q N U V / O >N 0 1 1 1 Lu Wl N d a U Nf a c yi JOB NO. T A 46423 N Op g SHEET NO. a� C7.2 Z J_ 570 m 570 w m a O a 565 565 PROP SED GRAD FFE=561.00 EXISTING GRADE 560 560 C7 Z_ ❑ J_ 570 W 570 ❑ w O a O 0: a 565 PROPOSED 565 GRAD FFE=561.00 BUSTING GRADE 560 560 � CONNECTION TO 3.5' MIN.. EXISTING WATER VERIFY 570 570 565 565 GRADE [PROPOSED EXISTI G 560 GRAD 560 CONNECTION TO EXISTING WATER 3.5' MIN. VERIFY L