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HomeMy WebLinkAboutSDP202000011 Plan - Submittal (First) Initial Site Plan 2020-01-21BOYS AND GIRLS CLUB - NORTHSIDE INITAL SITE PLAN SUBMISSION COUNTY OF ALBEMARLE, VIRGINIA SITE DATA 1/21/2020 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: 6.21 ACRES EROSION CONTROL: 6.49 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@TlMMONS.COM SURVEY CONDUCTED: AUGUST 2019 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) FRONT: 25 FT MINIMUM REAR: 35 FT MINIMUM MAXIMUM BUILDING HEIGHT: 35 FT PROPOSED BUILDING HEIGHT: 45 FT FROM LOWER LEVEL TO TOP OF STAIRS 32 FT FROM MAIN LEVEL TO TOP OF PARAPET BUILDING SQUARE FOOTAGE: 60,000 GROSS SF EXISTING USE: VACANT RURAL LAND PROPOSED USE: BOYS AND GIRLS CLUB COMMUNITY CENTER TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.83 ACRES WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT UTILITIES: ACSA PARKING REQUIRED: CHILD DAY CENTER TOTAL PARKING PROVIDED: 1 SPACE / 10 CHILDREN ENROLLED IN MAJOR CLASS/SHIFT + 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 68 REGULAR SPACES 3 ADA ACCESSIBLE (1 VAN) TOTAL PROVIDED SPACES = 71 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: 60,000 UNITS: SF (GFA) ►aaaa:�.>rer� ADT AM PEAK HOUR PM PEAK HOUR 1,729 IN 66 OUT 38 TOTAL 104 IN 63 OUT 75 TOTAL 138 UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) ESTIMATED TOTAL DEMAND = 250 GPD 60,000 SF X 250 GPD/1,000 SF = 15,000 GPD AVERAGE HOURLY DEMAND = 9,119 GPD / 24 HOURS = 625 GPH MAXIMUM HOURLY DEMAND = 380 GPH X 300% = 1,875 GPH PEAK HOURLY DEMAND = 1140 X 150% = 2,813 GPH 2,813 GPH / 60 MIN = 47 GPM SEWER FLOW (AVERAGE DAILY FLOW) ESTIMATED TOTAL = 60,000 SF X 250 GPD/1,000 SF = 15,000 GPD SITE LOCATION iAUNTVUE The Colonnades 0 Ivy Creek R Foundation RIVANNA RID SQUIRREL RIDGE 657 IVY RIDGE ROSLYN HEIGHTS Eiil FOUR SEASO TOWNWOOD Q Albemarle High School Commonwealth GEORGETOWN GREEN B TURTLE CREEK CONDOS cart GREENTREE HESSIAN HILLS CONDOS VICINITY MAP 1"= 2000' BR vineyard vines C 9 OWNER/DEVELOPER: BOYS AND GIRLS CLUB 1000 CHERRY AVENUE CHARLOTTESVILLE,VA 22903 CONTACT: JAMES PIERCE TELEPHONE: (434) 242-8052 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 C0.0 COVER SHEET C1.0 NOTES & DETAILS 1 C1.1 NOTES & DETAILS 2 C1.2 NOTES & DETAILS 3 C1.3 NOTES & DETAILS 4 C2.0 EXISTING CONDITIONS PLAN C2.1 DEMOLITION PLAN 69.12 —1Cn/"1C 1/"1nl O OCnInACnIT !'�llnlTn!'11 nnl_nLJA OC _nl C4.0 OVERALL PLAN C4.1 LAYOUT & UTILITIES PLAN C4.2 LAYOUT & UTILITIES PLAN C4.3 LAYOUT & UTILITIES PLAN C5.0 GRADING & DRAINAGE PLAN C5.1 GRADING & DRAINAGE PLAN C5.2 GRADING & DRAINAGE PLAN C5.3 GRADING SPOT SHOTS PLAN C5.4 GRADING SPOT SHOTS PLAN C5.5 GRADING SPOT SHOTS PLAN 00 C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 UTILITY PROFILES L1.0 LANDSCAPE PLAN L2.0 LANSCAPE NOTES AND DETAILS TOTAL = 22 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 `'I ' 22 Q CRAJG W J. KOTARSKI' Dice No. 0402048507 clp O 1-21-20�r M O O C) U N N N C Q O > E W C E a W U � � Q LL w o aW M � UcO W J F-1 d in p N (3 w rJ z� �'� QO�x Q aiw L2 Iry = U Q . c u' rn O N N LM d 1- GO J O W U) cr_ _ 0 0 w > w U Q z 0 > af 0 z 0 d U w 0 z 0 U') W w Q 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A w 0 Ir—^I V 1 Z cl. 0 z 00 > w Z) I_ z w 1: O (n U" w � � Q w J w CO J 0 Uu Q (� V 0 z Cn 0 W JOB NO. 44523 SHEET NO. C0.0 L LEGEND ROADS SEWER TRAFFIC STOP BAR ® -SO EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. ® �O DROP INLET & STRUCTURE NO. S-SAN-SOS PROPOSED SANITARY SEWER CURB O PROPOSED SANITARY SEWER LABEL CURB & GUTTER WATER DRY CURB & GUTTER EXISTING WATER LINE PROPOSED PAVEMENT 6" W PROPOSED WATER LINE PAVED DITCH -e g" W PROPOSED VALVE JUTE MESH DITCH iTi g" Wy PROPOSED TAPPING SLEEVE -� CENTERLINE OF DITCH T 1 -I�--(� 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 i 10 PARKING COUNT PRESERVED AND MANAGED SLOPES JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF 3.5 FEET OF COVER MEASURED FROM THE TOP OF PIPE OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. Albemarle County Engineering Final Plan General Notes Page I of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES General Construction Notes I . Prior to any construction within any existing public right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transportation (VDOT), This plan as drawn may not accurately reflect the requirements of the permit. Where any discrepancies occur the requirements of the permit shall govern. 2. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. 3. Erosion and siltation control measures shall be provided in accordance with the approved erosion control plan and shall be installed prior to any clearing, grading or other construction. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. 6. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the County Engineer, or designee, it is deemed necessary in order to stabilize a drainage channel. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe --- Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL NOTES I. 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 2006 UNIFORM STATEWIDE BUILDING CODE, 2006 VIRGINIA CONSTRUCTION CODE, AND ICC/ANSI Al 17.1-03. 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. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT OF WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND MUST BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). BLASTING NOTES 1. BLASTING SHALL NOT BE PERMITTED ON THIS PROJECT. ALBEMARLE COUNTY STORMWATER MANAGEMENT NOTES 1. ALL DAMS AND CONSTRUCTED FILL TO BE WITHIN 95% OF MAXIMUM DRY DENSITY AND 2% OF OPTIMUM MOISTURE CONTENT. ALL FILL MATERIAL TO BE APPROVED BY A GEOTECHNICAL ENGINEER. A GEOTECHNICAL ENGINEER IS TO BE PRESENT DURING CONSTRUCTION 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 Activities Suggested Schedule • Aller several storm events or an extreme storm event, inspect for: sign• of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet •tr-uctures and any pilot channels; excessive erosion; sediment accumulation in the basin and inlet/ouilct structures; tree growth on dam or embankment: 111C presence of burrowing animals; standing water where there should be Semi-annually none; vigor and density of the grass turf on the basin side slope.N and floor; differential settlement; cracking; leakage: and slope stability. • Inspect that the outlet structures, pipes, and downstream and 1)lit) I channels are 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. Suggested Schedule Maintenance Activities • Perform structural repairs to inlet and outicts Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates. valves, or other mechanical devices; repair undercut or eroded arras. As Needed • Monitor sediment accumulations, and remove sediment \.hcn pomd volume has become reduced significantly. As Needed 4, Q CRAIGW J. K€3TARSISI Lic. No. 0402048507 O 1-21-20 k, tONAL M 1= 0 rn o N N N � > E w °� E W U ` Q, LL LL o p LL L w O ro ct� Uj 2 M a_j Uco L. d > o 0" 0LU N� � Q x O Q C2 Q � w = U > Q ELn rn O N v M a;I- GO J CD LU U) M 0 0 0 w w U Q z 0 0 (A Z 0 z O d U V) w 0 z O to w w Q 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N.A. LLB 0 Ir-^I V 1 Z O z t ; (.%) J Z) z Q W O U " Q w J J Z U) w UJ m I --I Q O � z 0 z Q Cn O co JOB NO. 44523 SHEET NO. C1.0 L m TOP OF CURB 2 �--r 5 6 VDOT � VDOT A-3 2" R 4" THE DEPTH OF CURB MAY BE ° e co � ° � TOP OF CURB CONCRETE ° CONC CURB AND GUTTER CLASS 3A,�"' � (f'c=3,000 PSI) CONCRETE � A MINIMUM OF 13" AND A ' Q ° � \ \\ \\ // // / ° d ° ° SURFACE EXIST GRADE METAL INSPECTION FRAME W/ SOLID LID � 6" / a. MAXIMUM OF 19" ^ SURFACE d BASE (NEENAH R-1975 OR EQUIVALENT) L� 3" CONCRETE COLLAR a° 1':1' // uu-ju W J. KO T /ARS KI �b y(i 'o(jsy 0402048507 12° 13 a BASE ° \//\//\/ �������� ° a °d ° ° -�� CRUSHED STONE BEDDING 6" Dl CLEANOUT j a ° a 7" COMPACTED a a ° � ° ° SUBGRADE O 1-21-20 �� ��4g7�^yqqy�µ♦ `�`���� � a ° VDOT A-3 CONCRETE o 0 �� CONTINUE 21 B STONE SUBBASES � Vv SUBBASE PLUG AT END OF LINE o 0 4" MIN. oo Sao 00C�o00 BASE FROM ADJACENT 0 �—' PAVEMENT SECTION Mo Eo CONTINUE STONE BASE 6" �" CONTINUE 21B STONE BASE UNDER CURB � " FROM ADJACENT PAVEMENT FROM ADJACENT PAVEMENT 6" 6" 2'-0" Q o SECTION UNDER CURB SECTION UNDER CURB > E w °J VDOT STANDARD CG-3 FLUSH CURB CLEANOUT DETAIL OT STANDARD CG-6 CURB & GUTTER TNS Q LL o No Scale No Scale No Scale cale R= Y44 4 w o O o � w EXISTING PAVEMENT PROPOSED PAVEMENT TOP OF CURB R=211 Q u o z F- 1CONTROL JOINT SPACED ° °� w —� a O SAWCUT THROUGH I AT WIDTH OF WALK (MAXIMUM) ° ° ° i� �/ / ����� o � MATCH EX. CROSS NOTE: PROPOSED PAVEMENT MUST TIE 0 EX. SURFACE w SLOPE UNLESS OTHERWISE X COURSE w SPECIFIED ON PLANS ��i°°° °� b °° ` EXPANSION JOINT AT MAX ° /a ° ° a ° OF 30', WITH PREMOLDED .° \� \� / / ° 6 j\\ \\j z � v rn ¢ 0 ¢ ,L w IN WITH EXISTING w VE ° EXPANSION FILLER °° d° \ Q SIGNAGE NOTES: 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH PAVEMENT PAVEMOENT 2' MIN. PROPOSED SURFACE CONC. WALK �� �� SURFACE 18" \ \\ �\\ ° ° ° /�j /�j / VDOT A-3 CONCRETE > Q Ln u, o rn ` O — CIO > w THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY 2" + COURSE �� �� BASE ��\��\� ° " REVISION THERE TO: EXISTING d a d d a ° ° d° CONTINUE 21 B STONE BASE a m co A. ANUAL ON UNIFOTHE PAVEMENT d FROM ADJACENT PAVEMENT SECTION UNDER CURB o w 1O ~ B. V RGINIA SU PRLEMENT TO THTRAFFICOE MANUAL ON UNIFORM TRAFFIC ����� 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 CONTROL DEVICES. o C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. MILL EX. SURFACE COURSE BASE COURSEjo�j SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE o� o�SUB BASES �� �0��0��0� �O�C%�U� � i , /i ��/��/�/������I/��/��/��/�����/�����/��/�� �����//��/��/���/�� D. THE 2000 INTERNATIONAL FIRE CODE. COMPACTED SUBGRADE 4" 21-B STONE p _ 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE 0 PAVEMENT REPLACEMENT JOINT DETAIL CONCRETE SIDEWALK JOINT DETAIL VDOT STANDARD CG-2 CURB FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER 0 No Scale No Scale No Scale CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN Lu NOTE 1 ABOVE. Lu w w 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND 6 LENGTH u o INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND �� 1.5" DIA. GALV. 0.5' FROM EP 5" Q z INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR.~1 0 DATE 01/21/2020 24 NOTES: o 0 0 0 0 ��� �� 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A 0 0� (PLACED IN SINGLE LIFT) o 0 0 0 0 0 0 �0 > � SOLID WHITE LINE (TYP.) 1. PROVIDE SHOP DRAWINGS FOR o�o�o� o�o� 0 0 0 0 0 8" TYPE 21 B AGGREGATE BASE COURSE O DRAWN BY STOP HANDRAIL FOR REVIEW PRIOR TO CONSTRUCTIONS �i���j/A�jA��\ V�j�j/A�j� COMPACTED SUBGRADE ������������������ K. MELLON 12' 2. RAIL ON BUILDING 3-0 DESIGNED BY STD. (VARIES) SIDE OF RAMP TO ANCHOR WITH 5/$" REBAR • K. MELLON R1-1 BE MOUNTED TO IMBEDDED 24" IN GROUND; DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS BUILDING FACE. 2 PER WHEEL STOP • CHECKED BY NOTE: STOP SIGNS TO BE 30" WITH STOP BAR DETAIL • C. KOTARSKI HIGH INTENSITY SHEETING NO SCALE 4 MAX SLC • • SCALE PRECAST CONCRETE WHEEL STOP LIGHT DUTY ASPHALT PAVEMENT SECTION PE AS SHOWN IN PLAN MAX. 1: 12 No Scale No Scale - ° ° ° d ° ° d ° ° ° • SOLID WHITE LINE O O O O ° ° d • 2" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A 3" INTERMEDIATE BASE COURSE - BM25.OA MAX 6' d 6 d d0 ° EP/ FC 0 0 0 0 0 o c� 8" TYPE 21-B AGGREGATE SUBBASE COURSE TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1: 12 o�o 0 0 WHEN ALONG SIDEWALK (TYP.) (TYP.) CORE DRILL CONCRETE FOR HANDRAIL POST, EMBED HANDRAIL A ��/V/V�%V��/V��/�V/V�%V��/V� W 6" ° COMPACTED SUBGRADE MINIMUM OF 6" BELOW FINISHED ° EP/ FC GRADE AND GROUT TO THE FULL DEPTH OF EMBEDMENT (TYP.) d V 1 1' OR AS SHOWN ON PLAN DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS Z WHEN NOT ALONG SIDEWALK STRIPING AND SIGNAGE DETAIL ADA RAMP AND HANDRAIL DETAIL CURB WIPE DOWN DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION O No Scale No Scale No Scale No Scale z N EXPANSION JOINT WITH PREMOLDED EXPANSION 1/4" SEALANT j J FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH EQUIV., SEAL WITH MM W < NOTES: 1.5"DIA GALV. 1. FINE BROOM FINISH ALL STAIRS. WWF 6x6 W2.9xW2.9 SILICONE SEALANT 2° Z I- W VA. SIGN FOR THE DISABLED ON 0.80 GAUGE 2. RAIL ON BOTH SIDES OF STEPS RAIL (TYP.) 12" MIN ALUMINUM. COLORS: GREEN BORDER & _j O U 0 (IF NOTED) (TYP.) LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, ° 10" 3,000 PSI AIR ENTRAINED PORTLAND d d °d U Lu 3. SEE PLAN FOR RISER HEIGHT WHITE BACKGROUND. ° ° CEMENT CONCRETE ° RESERVED RESERVED I 962 I RAIL: Z 1 8" 18 GA 4. MAX. CENTER TO CENTER SPACING BETWEEN STAIR POST TO BE 6'. SIGN O O O O O O O O O o O O O o O O 6 TYPE 21A STONE COVER < J � U) 932 x 61,PICKET: ADD CENTER POST IF NECESSARY TO MAINTAIN MAX. SPACING 3'-0" (TYP.) EXP. PARKING PARKING STD. U POST GALVANIZED j / / /=� COMPACTED SUBGRADE CBR 11.2 //\/�\\/�/// ( ) m J I —I Q W Z5/8"x19GA POST: JOINT FINISHED �' z �2"x16GA 12" MIN GRADE (TYP.) 12" DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS Q 431 CONCRETE (TYP.) 3'-0° �/ PBVALTY PBVALTY z 48' 316 1/2" R ' ' °d $W-$5OORE $M-$WOFINE 6' HEAVY DUTY CONCRETE SECTION Q (MAX.) FINISHED 1/8" o TOW AWAY ZONE TOW AWAY ZONE —7 —7 POST TO BE r ^ v J No Scale GRADE WASH V-4" VAN DRIVEN VARIABLE WIDTH' 2 8 CORE DRILL CONCRETE FOR 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% O 2I 3_.� JOINT NT ° d o 5„ HANDRAIL POST, EMBED A MG GRADE GRADE MM W ° a d d d ° d � 24° BELOW FHANDRAINISHED SHEDL GRADE AND WASH GROUT TO THE FULL DEPTH SPACES SHALL BE IDENTIFIED BY ABOVE GRADE 91 Idl ° OF EMBEDMENT (TYP.) SIGNS AS RESERVED FOR PHYSICALLY d DISABLED PERSONS. PROVIDE ONE R-7-8 \���j� / A ° 8" 5" # 57 STONE (1) 4" 3,000 PSI AIR -ENTRAINED . ) C. #3 REBAR (12" O SIGN AT EACH PARKING SPACE INDICATED ON CONCRETE _r NOTES: �� d SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED 1. FENCE SHOULD HAVE POWDER COATED BLACK FINISH 1'-0" 9 (2) #5 REBARS, BOTTOM CONTINUOUS, WHITE) WITH GREEN LETTERS AND COMPACTED SUBGRADE 4" TYPE 21 B STONE 2. REFER TO FENCE MANUFACTURER FOR SPECIFIC FENCING DETAILS 3„ LAP 2'-2" AT SPLICES INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN COMPACTED SUBGRADE PAINTED BLACK SET IN MIN. 2 OF CONCRETE. d d ACCORDANCE WITH VDOT STANDARDS. — 3„ d d d 44523 CONCRETE SIDEWALK PAVEMENT SECTION METAL FENCE DETAIL EXTERIOR STAIRS ADA PARKING SIGNS SIGN AND POST DETAIL SHEET NO. No Scale C1.1 No Scale No Scale No Scale No Scale L 1' COMPRESSION x 3/4' MALE PIPE COUPLING OR APPROVED EQUAL 1" TYPE "K" SOFT COPPER 1"x1 NOTE: NO SWEATED FITTINGS DUAL SERVICE 'x1" TEE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. 1 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. 2' MMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION VETER IS NOT PROVIDED. CAST IRON LID GRADE 12"-15" LOCKWING METER BALL BOX INLET TLE&T) 35" MIN. COPPERSETTIER /8 BEND COUPLING A A3a, -,—METER �3 Fri`•. «:�•C.n w�,� :Vvr�^: CORPORATION STOP BRICK AS NECESSARY _,�•M. .; '•tip :•'` . `` SAND OR DUST UNDER ;••:+ •.; �, 1 ,a.{`; 4' DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH t'•'j:i:�itr :._ r'° ;:i LONG STONE POCKET, VDOT MINIMUM THICKNESS) •: ' :�'i ,'''•�°' ,; SPEC. 203, NO. 57 AGGREGATE .`e: TYPICAL SERVICE LATERAL INSTALLATION 1" METERS) NTS FIG. W-6A M.H, STEP (TYPJ e NOTE, MIN, 60' DIAMETER MANHOLE REQUIRED, DROP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER l�r BOO T, GASKETED STOP COUPLING 27' PIPE STRAPS e (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY a---90° RESTRAINED BEND p b b a b PLAN MAIN SEWER PIPE DROP PIPE SEWER INFLUENT PIPE PROFILE MIN, 6' BEDDING WITH NO, GB STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 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 GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 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 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T.S. FIG. S-1-C2 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE a 1 II ADJUSTABLE TRAFFIC RATED II VALVE BOX W/ LID z LI d- z N C� a- M.J. GATE VALVE WATER -d k h i i d H 4. LINE to 47 i. 2500 P. S.I. CONCRETE 4 2'x 2' BEARING AREA. THRUST BLOCK d od a a d NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 NOTE: HYDRANT MUST BE EQUIPPED WITH CHARLOTTES— VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' ON (270') 18"-22" 7 CU, FT. VALVE BOX #68 STONE ° ' 6" GATE 42"M!N ' ° ' n VALVE 8" X 6" TEE •A 2500 P.S.I. CONCRETE o " ►� o q• •e •K_ .a. BASE AND THRUST ;''' :' ; ,F �', q'• P t d ,. BLOCK AGAINST j ' �• jq UNDISTURBED STABLE SOIL. STEEL PILE RESTRAINED JOINT FITTINGS WHEN THE SOIL IS DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. N OTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. FIG. W--4 METER SIZE DIMENSION DIMENSION DIMENSION A B C SEWER SERVICE LATERAL CONNECTION NOTES: 1 112' 3'1' 510' 3'8' 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE 2' 311' 5'0' 3'8' AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS 3' 5' MIN, 1 10' MIN. INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE 7136"MIN REMAINING BACKFILL SHALL 4' 5' MIN, 12' MIN, LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE NOT CONTAIN ROCK MATERIAL GREATER PROPOSALS WILL BE SUBMITTED, TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED LARGER THAN 5' IN ANY THAN 4 TO THE MANHOLE. 24"Ml 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL BACKFILL* BE CONNECTED USING A PIPE SADDLE. 8"MIN (15" LIFTS) (6" LIFTS) 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% EMBEDMENT * THOROUGHLY COMPACTED BY HAND OR APPROVED (1/4" PER FOOT }JA SPRING LINE OF PIPE MECHANICAL TAMPER 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN HAUNCHING DIAMETER OF 4"' NO. 68 STONE A SIDE VIEW BEDDING 6" max 5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 4" min OF 3 FEET. FOUNDATION (SHALL BE REQUIRED WHEN SOIL SALT CONDITIONS ARE UNSTABLE TREATED ALL PfPE) FINISHED GROUND 2 x 4 MARKER C DOOR HINGES F— — —_ --- ---- -----1 I I 1 I ! 1 I I I I l I LIFT HANDLE L_..—.-------------- TYPICAL METER VAULT N.T.S. FIG, W-7A 75' DIAMETER DRILLED i❑LE FOR TOUCH READ JNITS, TOP VIEW 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS HATCH MAIN LINE IL. SEWER SERVICE LATERAL CONNECTION N.T.S. FIG. S-2 NOTE 1. OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE NSTALLATION IN TRENCH NTS FIG. S-3 1) Clp.f Ili s V1. J. aL0"? .A?Tfi ICI �b Lic. No. 0402048507 �01-21-20�� M CD C)o N N N C Q 0 > >_ w '3-E ~ U Q " ,` 3: Lu - w O ro d' W M a� Uco W J — Ln d > O N CDw rv� z - Q�x O Q Co 2 N = U > 110 Q . �Ln rn O N M a I- GO J CD w (n 0 0 H 0 w > w U Q z 0 0 i 0 �i z 0 d U w 0 z 0 (n > UJ W I - In DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE uj 0 Irr—^^I Vl Z L.L 0 z M I Q > Q z I— o W U u o w 0d J tY J U) w W m J I--1 Q 0 (D z 0 z V 1 0 W JOB NO. 44523 SHEET NO. C1.2 0 f 0 L a) 0 0 2- 73 Q 0 0 Q 0 0 3 -0 0 � Do -0Of 0(D z wo 0� T � �o -_ �0 o= z N O p 2 0- 2x F 0 0 o -Z 5 0 aY O .3 Q0) >� > Y 7 N U X o O U w2 �N 0 O O N U 0 O >_ 7 O U � O 0 Q U O .O U 2 0 O U � O aw a) -0 L NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X NYLOPLAST 24" DRAIN BASIN: 2824AG X c 0 a) E Y T o_ (V M 04 0 N 0 c 0 0 a (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC WATERTIGHTJOINT (CORRUGATED HDPE SHOWN) 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ARIABLE00-360° GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE ACCORDING TO DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, PLANS TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. r (3) VARIABLE SUMP DEPTH y ACCORDING TO PLANS (6" MIN. BASED ON I MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME N/A 1899CGD 700t-110-215 DROP IN GRATE LIGHT DUTY 1801 DI 7001-110-074 0 0 0 0 0 0 0 0 0 0 0 o eo r�ad;i } �mwsrewkreHw, o o 0 0 0 0 0 0 \o 0 o . o APPROX. DR N AREA 87.29 SO IN APPROX. WEIGHT WITH FRAME = 60.75 LBS 1.25 2.75 018.64 .38 022.13 (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) MINIMUM PIPE BURIAL DEPTH PER PIPE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" - 24" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED &RIBBED PVC WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) (5) ADAPTER ANGLES ARABLE 0'- 360° ACCORDING TO PLANS 18" MIN WIDTH GUIDELINE 8" MIN THICKNESS GUIDELINE TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO. 7001-110-111 FOR NON TRAFFIC INSTALLATION. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 2499CGP 7001-110-216 STANDARD MEETS H-20 2499CGS 7001-110-217 SOLID COVER MEETS H-20 2499CGC 7001-110-218 DOME N/A 2499CGD 7001-110-219 DROP IN GRATE LIGHT DUN 2401 DI 7001-110-075 DIMENSIONS ARE FOR REFERENCE ONLY ACTUAL DIMENSIONS MAY VARY 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. DIMENSIONS ARE IN INCHES 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE GRATE MEETS H-10 LOAD RATING THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 2 -FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05. 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06 PHN (770) 932-2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-7-06 DUCTILE IRON PHN (770) 932-2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 04-03-06 PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932-2490 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N to last FAX (770) 932.2490 TRANSFER, OR LICENSE THE USE OF THE DESIGN OR N to last FAX (770) 932-2490 SEE DRAWING NO. CONNECTION Ny O ast SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY y SEE DRAWING NO. CONNECTION y www.n to last-us.com www.n to last-us.com www.n to last-us.com TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME Y P TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO.MAME Y P TECHNICAL INFORMATION SHOWN HEREIN 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO ACT AS STATED IN FEDERAL REGISTER PART III, DEPARTMENT OF 4 - DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REVISED BY NMH PROJECT NO.INAME Y P ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE ASTM D3212 FOR CORRUGATED HDPE (ADS N-121HANCOR DUAL WALL), N-12 HP REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE CONTAINED HEREIN, OR MANUFACTURE OF ANY JUSTICE, 28 CFR PART 36. CONTAINED HEREIN, OR MANUFACTURE OF ANY CONTAINED HEREIN, OR MANUFACTURE OF ANY N-12 HP, &PVC SEWER. DATE 03-14-16 181N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL DATE 3-13-10 181N PEDESTRIAN GRATE ASSEMBLY- TYPE C &PVC SEWER. DATE 03.14.16 24 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS LOCKING DEVICE AVAILABLE UPON REQUEST SEE DRAWING N0. ARTICLE HEREFROM, FOR THE DISCLOSURE To OTHERS 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 7001-110-028 IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING N0. 7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. czo 3 NnoPLnsr DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG N0. 7001.110.191 REV E PERMISSION FROM NYLOPLAST. ©2010 NnoPLAST DWG SIZE A SCALE 1:10 SHEET 1 OF 1 DWG N0. 7001.110.212 REV C PERMISSION FROM NYLOPLAST. o2o�s NnoPLnsr DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG NO. 7001.110.192 REV E NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X 1201 DI NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X APPROX. DRAIN AREA = 39.75 SQ IN APPROX. WEIGHT =15 LBS (1,2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. 18" MIN WIDTH GUIDELINE MINIMUM PIPE BURIAL DEPTH PER PIPE a 8" MIN THICKNESS GUIDELINE MANUFACTURER RECOMMENDATION (MIN. MANUFACTURING TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR REQ. SAME AS MIN. SUMP) 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. (5) ADAPTER ANGLES VARIABLE 0° - 360° ACCORDING TO PLANS THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS 11, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WATERTIGHT JOINT _x MANUFACTURING REQ.) PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (CORRUGATED HDPE SHOWN) 4" MIN i � (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS v (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: (6" MIN. BASED ON l 4" - 15" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 4" MIN MANUFACTURING REQ.) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 1.25 ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC ADS/RANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. 8" MIN THICKNESS GUIDELINE (5) ADAPTER ANGLES VARIABLE 0° -360' TRAFFIC LOADS: CONCRETE SLAB DIMENSIONS ARE FOR ACCPLANS To GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. T (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS \ (6" MIN BASED ON GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1299CGP 7001-110-202 STANDARD MEETS H-20 1299CGS 7001-110-203 SOLID COVER MEETS H-20 1299CGC 7001-110-204 PEDESTRIAN BRONZE N/A 1299CGPB 7001-110-205 DOME N/A 1299CGD 7001-110-206 DROP IN GRATE LIGHT DUTY 1201 DI 7001-110.021 014.95 (3) VARIABLE INVERT HEIGHTS AVAILABLE (ACCORDING TO PLANS/TAKE OFF) 011.64 WATERTIGHT JOINT (CORRUGATED HDPE SHOWN) GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1599CGP 7001-110-207 STANDARD MEETS H-20 1599CGS 7001-110-208 SOLID COVER MEETS H-20 1599CGC 7001-110-209 PEDESTRIAN BRONZE N/A 1599CGPB 7001-110-210 DOME N/A 1599CGD 7001-110-211 DROP IN GRATE LIGHT DUN 1501 DI 7001-110-073 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, DIMENSIONS ARE FOR REFERENCE ONLY 1- GRATES/SOLID COVER SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05, WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE ACTUAL DIMENSIONS MAY VARY THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY AWA MATERIAL 3130 VERONA AVE WITH THE EXCEPTION OF THE BRONZE GRATE. THIS PRINT DISCLOSES SUBJECT MATTER IN WHICH DRAWN BY EBC MATERIAL 3130 VERONA AVE 2- FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 2 - FRAMES SHALL BE DUCTILE IRON PER ASTM A536 GRADE 70-50-05 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 305t8 DIMENSIONS ARE IN INCHES NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT BUFORD, GA 30518 NYLOPLAST HAS PROPRIETARY RIGHTS. THE RECEIPT •� BUFORD, GA 30518 3- DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 PHN (770) 932-2443 GRATE HAS LIGHT DUTY RATING OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 3-5-00 PHN (770) 932-2443 3 DRAIN BASIN TO BE CUSTOM MANUFACTURED ACCORDING TO PLAN DETAILS. OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-30-06 i PHN (770) 932-2443 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932.2490 AL - - TRANSFER, OR LICENSE THE USE OF THE DESIGN OR 7� FAX (770) 932.2490 RISERS ARE NEEDED FOR BASINS OVER 84" DUE TO SHIPPING RESTRICTIONS. TRANSFER, OR LICENSE THE USE OF THE DESIGN OR FAX (770) 932.2490 SEE DRAWING NO.7001-110-065 Nylo last QUALITY: MATERIALS SHALL CONFORM TO ASTM A536 GRADE 70 50 05 1 \yl0 last SEE DRAWING NO.7001-110-065 Nylo last www.n to last-us.com www.n to last-us.com www.n to last-us.com TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO.INAME Y P TECHNICAL INFORMATION SHOWN HEREIN REVISED BY EBC PROJECT NO.INAME Y P TECHNICAL INFORMATION SHOWN HEREIN REVISED BY NMH PROJECT NO./NAME Y P 4- DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION PAINT: CASTINGS ARE FURNISHED WITH A BLACK PAINT REPRODUCTION OF THIS PRINT OR ANY INFORMATION 4 -DRAINAGE CONNECTION STUB JOINT TIGHTNESS SHALL CONFORM TO REPRODUCTION OF THIS PRINT OR ANY INFORMATION TITLE TITLE TITLE ASTM D 212 FOR CORRUGATED HDPE AD N-12 HAN R DUAL WALL ASTM D3212 FOR CORRUGATED HDPE ADS N-121HANCOR DUAL WALL S 3 0 CO UG (ADS / CO U ), CONTAINED HEREIN, OR MANUFACTURE OFANY SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OF ( )� CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11-16 DATE 4.13.11 DATE 03.14.16 - 121N DRAIN BASIN QUICK SPEC INSTALLATION DETAIL 121N DROP IN 15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N 12 HP, &PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS ACT AS STATED N FEDERAL REGISTER PART , DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS N-12 HP, & PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 5 -ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO360°. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. TO DETERMINE MINIMUM IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. DWG SIZE A SCALE 1:20 SHEET 1 OF 1 DWG NO. 7001.110.189 REV E JUSTICE, 28 CFR PART 36. DWG SIZE A SCALE 1:6 SHEET 1 OF 1 DWG N0. 7001-110-021 REV D ANGLE BETWEEN ADAPTERS SEE DRAWING NO.7001-110-012. DWG SIZE A SCALE 1:25 SHEET 1 OF 1 DWG NO. 7001.110.190 REV E PERMISSION FROM NYLOPLAST. c�zo+.s Nnoausl PERMISSION FROM NYLOPLAST. ©Zar. NnoPusl PERMISSION FROM NYLOPLAST. ©z0is NYLOPLAST d TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED. NOTES: SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. �j 9 SHAPE TO CONTOUR OF PIPE SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I I I °. .n SLOPE TO DRAIN TO INVERT OF OUTLET PIPE A. SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A / e PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl, EXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE I I I �/ ` ) ° OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. e DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE UL-1 PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED INDIVIDUALLY TO BEST FIT THE PARTICULAR INLET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES �VD� STANDARD METHOD OF SHAPING SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A, 38, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D 5= APPROACH EXPANSION JOINT 3' 10" FRAME & COVER Y �; BACK OF SIDEWALK JOINT f GUTTER SEE STANDARD IC-2. BAR G 2 WARPED BARS G q^ ¢ 2„ w 00 GUTTER g - 2 BARS C 6"6"6" ao w BAR C 2„ I SUBBASE 60 _ rM BARS B wo � _ _ _ HARDWARE ARS F I I I I CLOTH y\1 I w z z 4 BARS F I WEEP HOLE. �) lit o= o w SEE NOTE 8 �X I w 00 o II II BAR F BAR A NOTESTEPS5SE i�l II II BARS D FACE OF CURB g�� CR CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 2 8 6' MIN. PLAN SECTION A -A 10' MAX. 6' MIN. F-A 10 MAX. KEYED CONST. JOINT L-VARIABLE - MAX. 20' 2 _10 2 WARPED GUTTER 2' 0" 8" 2' 6" B 8" 3' 0' X 2„ APPROACH TARS A GUTTER 01 N �\ti I _ T„ ----�-- BARS F BARS E L� B 04 60 ° 1 *3" DIAMETER BARS E WEEP HOLE vi BARS B FRONT ELEVATION BARS F B" 1'-8" T - - - - - (GUTTER REMOVED) 113'-0" I- 5XI/4" BENT PLATE _ = SECTION B-B " R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. v I/4 L21/2"X21/2"XI/4" ° GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B I/2" X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68°30' TO ANGLE IRON AT 2'C-C. CONNECTORS AND IS TO BE ANCHORED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT DI-3A L L DI-3B L DI-3C L WARPED PAVEMENT Ry = I = I FLOW FLOW I FLOW 1 1 1 DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL XVDOT STANDARD CURB DROP INLET SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 08/10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 SEE STANDARDD SL-1 FOR APPLICABILITY OF SAFETY SLABS. B STANDARD MH-1 NOTE FRAME & COVER THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR ' BRICK AS DIRECTED BY THE ENGINEER. °• a zu '! . o 6„ o ;� W - - FLAT SLAB TOP AS DETAILED v� ON STANDARD T-MH-2 MAY BY - '.. SUBSTITUTED FOR TAPERED �a SECTION WHEN APPROVED BY THE ENGINEER. ST'D. ST-1 A �2 6�A 4'-0" �- w UJI .l8!: BEVEL 45° O �� O -i -� HALF PLAN VIEW I HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES: 1. QUANTITIES SHOWN ARE FOR MANHOLE WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO 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 Al 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. SPECIFICATION REFERENCE M AN H 0 L E F 0 R 12" - 4 8" PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 % I �aa•� ////. %////.1 \_ "'��VZZZ/l1����■ %/%/zzoo09mmm�� • • i i 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 r-a Lic. No. 0402048507 k0l'-21-20� OM �z'A M E 0 0 M U ('4 N fV C > E w °J E +� Q H 3 LL O ll L W O ra � W O M a J U 00 wJ-Ln rr a > o N U W N fn Z - O =x 02 w � - oa =,_ U) = N (V = U > Q )_ Ln O N N - M d � CO J O w W Q 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE W T� i 0 z �- j J W I -I z J o w U uo cz Lu J w w I- _I co (D z z V / 0 W JOB NO. 44523 SHEET NO. C1.3 O c .N U c N > 0 O v) co 3 0 O Q. a T C 0 a 0 0 c m c c m (0 o_ 0 0 0 3 C 0 0 'DO o O CLU) Z O �2 02 c E '5-0 c c � cN 0 0 :_ 13 Z `o O 2 Q 2 x H o Iv o c 0 0- :5 o .3 c 0 12 :° U N x c o .o 0 U m c N O c o 0 E � � m -00 a0 m .5-0 o c N o to N U c N (n c N o 0 U m a o tn H -E L c 2 �, d N (? 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No. 0402048507 ,�01-21-20 ,�, yi `�IO'\�AL 1� M E 0 0 M U N Ln > E w °� 9 QH � 3 LL C) U. 0 �\ w0 ror, c� YJ L M a J U co w J — Ln H W p . d. zP a'M �x O � w N LL oa =,,I- c = U > F- a c Lr) rn O N M a .,I- W J Lu � F- V) O = (D O 0-1 H 0 w > LH = U Q z O U) > O 0 ce ►13 �13 z O 0- U w 0 z O > LL w Q 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1 " = 30' W 0 H'� V 1 0 z co z J 0 U" W ' ^ J V 1 Q J w m J I-4 Q 0 z 0 m JOB NO. z a a- V) z 0 0 z 0 U M w 44523 SHEET NO C2.0 L I I I I I I I I y SHEETS C4.1, C5.0 & C5.3 / CRITICAL SLOPES — — — — — — / (TYP.) EDi SHEETS Q4.2, C5.1 & OO ■ i — 8" hil ----------------------------- ---------------------- CRITICAL SLOPES a0 / (TYP.) // 1 1 1 1 1 1 1 . . l /------------ ------------------ / CR ICAL SLOPES------- / (TYP.) LEGEND: CONCRETE SIDEWALK d HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT ����� ��, iCAlL 1 A40 / MULCH / / / / / 4 / / / $/ ' / � DITCH SHEETSC4.3,C5.2&C .5- // // // //,//,//, / ,/, //,// //,// // / / / / / / / / Q CRMG W J. K9FARSKO' Lic. No. 0402048507 �..01-21-20 ��AL M E O O M U N N N C Q O > E W N ui Q M a+' U. O LL L W O rp "I W O aJUcMo wJ— L H > p N U W N O �x oa =� U j F- Q c Ln rn O N cl) M a� CO J I'D F- W Q 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=40' Lu 0 I' —^I V 1 Z O z ;z m Q � z a J o J U wJ J Q V / Q w J w > mO J a 0 z Q O m JOB NO. 44523 SHEET NO. C4.0 CRITICAL SLOPES (TYP.) \ / CRITICAL SLOPES TYP. j LEGEND: a CONCRETE SIDEWALK I HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT / I o MULCH DITCH EG CRITICAL SLOPES CHAINLINK FENCE CV (TYP.) 10' (H) U I EP ASPHAL 7-ROAD/gCCESS wr 43' x 16' / FRAME SHED ,�,x 76' LW li CONCRETE PAD (BATTING CAGE) FRAME SHED WOODEN POST (2) / (n � W --- - - - -- EG,,- z EG GRAVEL ACCESS ROAD m EP CFA.IG V-1 J. aL0"i'AR. KI P' Lic. No. 0402048507 01-21-20�� = of -- 0 RETAINING WALL WITH HANDRAIL C) N DITCH B LDTCH A 22' x18' DUMPSTER E SEE SHEET C5.1 MAX HEIGHT: 8' Q - - EESHEET C5.1 ENCLOSURE AREA WITH GATE ai E Lu RETAINING WALL WITH HANDRAIL = > F- W 3 MAX HEIGHT: 8' a LL LL o CG-2 CG-2 Lu G 18' (TYP.) FHA a�c�co z U 17 I U wJ—ur O C) C)° U) No `" a = X R3 CG-2 —� a `� w R58' G RT I 18' (TYP.) RT o = o L ' R50 Lo N 9 (TYP.) R3' c> > O 24' I 24' 90° BEND „ L, Ln R40' 9' (TYP.) a � > 6w VN w RT RT CG-2 CG-6 R20' 00 J CD Lu R16' R10' 18 I R20' 19 � CG-6 CG-6 CO N N 24' o U U (D CG-6 I CG-6 0 1-4t0 R16' 17 FDC 45° BENDLu I o R39' ° w uj R3 R3 11.25 BEND o = Q Q 18' (TYP.) I R15 u o (9) 6" RISERS o o R197' z 9' (TYP.) WITH HANDRAIL z CONCRETE WHEEL 24 x 2 CG-3 u) DATE TEE /° w > a —R40' STOP (TYP.) 5' _ ° 8 8 8 8 6" 6"W 6"W v 0112112020 ° - 45° BEND CG-2 CG-2 FHA 6" R203' o ° (9) 6" RISER DRAWN BY R58' b 3 ° ° ° o o WITH HANDRA 1 0 11.25° BEND K. MELLON ° F URB _ ° w - ° o ° ° - - _ o V _ o CG ' ° o a° a a v ° ° o � D ° -v o ° ° v ° ° v ° o a ° ° ° _ - • DESIGNED BY K. MELLON ° -° ° o - • CHECKED BY 5' FIRE LINE 'D' , N _ - - • C. KOTARSKI CURB WIPE DOWN v o-° ° - ° V �° - • SCALE (3) A ° - CURB WIPE DOWN PARKING SIGNS ° v ° ° 1.5" WATER METER - ° V o ��� _ - 1 " = 20' o ° ° a ° ' N • V ° DOMESTIC WATERLINE'E' I COLUMN (TYP.)- °_ w PROPOSED BUILDING I - I --I _MATCHLINESEE SHEET C4.3 O co 25'x25' SANITARY SEWER PUMP U z J _ STATION EQUIPMENT YARD = 26' w Z > u W t--� R10' Z) —i ��D J O SEE SHEET C5.1 U Lu I— F J R10' ° < V - Lu R 10' d J m Q CD O 5' 0 Q J 5' F� ESN _ Q 101 co FLUSH CURB R30' O R30' R56' 26' - R56' CG-2 O 6,G JOB NO. / SCALE 1 "=20' 44523 SHEET NO. 20' 40' C4.1 0 .N 2 U N 0 co 3 m w 0 a n T C 0 a 0 cu C Q 0 0 3 70a �o d z 22 0 T � E o -o c cuN a o (D 3 Z N 0 2 Q 2 x �0 �0) O L c 0 aw o0..3 o. m Y N � 7N X O O O U i d y (6 C � o m E � � m 7 a a m 0 U O c N o N U a 2 =N c� N o (E O o_ o (D0 _E L 6"X 6" WOODEN BOLLARD (16) TO OM PAVEMENT MATCHLINE SEE SHEET C4.1 ASPygL T Qp.4DIACCESS 43' x 16' CONCRETE PAD (BATTING CAGE) - DITCH A DITCH A SEE SHEET C5.1 CG-2 —L18' (TYP.) 24' 8' (TYP.) RT CG-6 CG-6 FP OO CHAINL INK FENC8 10' (H) + OO OO OO ®O 22' x18' DUMPSTER I OO ENCLOSURE AREA WITH GATE RETAINING WALL WITH HANDRAIL MAX HEIGHT: 8' N 6"VV CG-6 R20' 111w �2 nA/ W CONC. BAS (1' DIA) TOP=556.94' INV.=553.87' 8" PVC (SE) ROCK ARMOUR - 10„ POPLAR �X ��� �c9" \\ — 8/r WATERLINE 'A' CG-12 li V/ V lam. Oh JC J R83' Did . 'E R109'—' O CROSS WALK STRIPING 6"W I111.250 BEND CG-6 { R133' 8 R25' R247' 6' 22.50 BEAD CG-12 R197' I R253' w 6"W g CG-2 FHA 6" R203' 6 F (9) 6" RISER ° ITH HANDRA I o 11.250 BEND° 6' AMPHITHEATER SEATING IN FIRE LE'D'° - - _ - 4.75- N' _ - s - ° 7' 4.75' 1.5" WATER METER RT FDC R3'--/' R3 CG-2 RT 90' BEND R10' A —24'—J R39' \\—R15' x 2" TEE —11.25' BEND (9) 6" RISERS WITH HANDRAIL - CG-3 TOP=556.95' INV.=553.15' 8" PVC (SW) 8" x 6" TSV I I 0 I I06 I I -m dS v G Z DOMESTIC WATERLINE 'E' v ° ° ° ° - - BASKETBALL COURT (94' x 50') COLUMN (TYP.) ° ° ° ° ° ° _ - ° BEND / CRITICAL SLOPES (TYP.) / SCALE 1 "=20' MATCHLINE SEE SHEET C4.3 _ / 0 20' 40' I 4 d d CONNECT TO EXISTING PUMP STATION LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MULCH DITCH am, 0 01 nV,y Q CF'AjG V1. J. aLO"i'.AARS KI ,b- Lic. No. 040204850" O 1-21-20< `� � ��.,4 "OJNTNL OM E O � U N N N C Q O > E w N Lu Q "U. O LL L w O rp < Lu j i5 M w J — u) H d O N U W N O 3x 02 < C) = � Lr) _ N = U > u, F- Q . c Ln O m N N L m d CO J O w I'D F-- CL 0 Z O _d U w r) z O V) > w w Q 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 44523 SHEET NO. C4.2 MATCHLINE SEE SHEET C4.1 CRITICAL SLOPES (TYP.) N ° CJi� 26' 10' v R10' 5 a I - - / / MATCHLINE SEE SHEET i XK ►� r-i Q CRAIGW J. aiO°I & RSKI Lice No. 0402048507 A�01-21-20, M E 0 0 M U N N C > E / aLL� / Lu 0 O W � , W L M �JUco Z O 5 �O�x cn / aJ w LAIF—I=t / X 0 N Z =uQL Ln 101- p �� o °o / / w FLUSH CURB R30' / / o w FHA 26' m� '.5'x25' SANITARY SEWER PUMP C) STATION EQUIPMENT YARD U) DITCH D -I SEE SHEET C5.1 I ��� DITCH D R10' I SEE SHEET C5.1 Q FM R36' ccl 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON C. KOTARSKI SCALE • 2 m � < A17TART OF w > a' UJ QO / O Z LEGEND: O } CONCRETE SIDEWALK � O co STREAM CHANNEL HEAVY DUTY CONCRETE cp HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT JOB NO. Z SCALE 1"=20' MULCH 44523 a xo ao _ y o.c„ SHEET C9.0 -0a �O 0 a� �U) Z 3)0 22 02 CO c c Coc a c ry v�i 3 Z N oa 2 Q g x �W �(L) O L 3 0 a o .3 a 7 ) X C o .o U U �N �_ w° =o U N a �7 -00 m � tn �U o � to (6 U �2 c N m c N o C (6 U a0 L_ c g Y T a v N 0 N N N 0 0 a 3 a z Q a _CRI7CALSLOPES I \ CHAlNL1NK FENCE CRITICAL SLOPES Fc� , , - \ \ \ \ \ \ \ \ \ \ EP (TYP.) ` \ \ \ \ \ \ \ \ S ` ` \ \ \ \ \ \ \ i / ASPHA47-RO \ \ � I I AD/gCCESS \ \\ \ \\\ _ \\ \ \ \\ \ \ �l _—__— \ s' (I / \`43'X%6' I IEP / \ 8 E SHED f0'x 1 \ i FRaM s CONCRETE P. D (BATTING CAGE) I \ — FRAME SHED — — — — _ — \ _ \ WOODEN POST - T 1 I � _ - - 1- I � DITCH A I- - - - \ \ \ _ 1✓ _ — \ _ ,vim - - - - - EG EG 1 \ \ \ I 555 _ \ / \ — _ -- -- 550---- RR —-------------- \ \ \ I I I I I 1 SEE HEET C5 1 \ 537 - -- - \ \\ \ \ \ \ \ \ \ 700 LF OF 96" CMP \ \\ \\ \\ \\ \\ \\ \ UNDERGROUND \ \ \ \ 301 \ ERFORATED PIPE \ \ \ \ \ \ \ \ \ \DETENTION\ UNDERDRAIN \ \ \ $38 $39 -550— , - _ _ _ _ - - - - \ 234 222 \ \ \ \ \ \ \ \ \ \ \ \ \ \ 203 \\\\ \ \ �. \ \ \ \\ \ \\ \\ \ \\ 201 \ \ \ \ \ \ \ \ \ \ \ \ 202 — /\ 535 \ ,\ \ 545 5` 6 \ \ ` 535 co 23 \ \ S \ \ \ 1 540 WEIR PLATE RDI w — — — - — \ \ \ \ \ \ \ \ \ \ \ \ \ s2p \ MAIN LEVEL FFE:537.00' --- __ '----- - - - - -- _ 5,35- /\�tTCHC �kS�EETC \ \\ \ `\ \ ` \ \ `\ \ `\ \\ \ --__ ------- - - - - -- W I - - - ^ --- \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ - - - ' --__------- W --- - MAIN LEVEL FFE: 537.9Q - --_ �I MATCHLINE SEE SHEET C5.2 '490\ \ \ \ \ \ \ \ \ _ - — — —————————————————— —---------- I 1 \ \ \ \ \ \ \ \ \ \ \ \ \ \ — — — — — __----- --DITCHHE SEE SHEET C3.1• 703 IN, ` \ \ \ \\ _ — -- — —— — — — — --_ — I I I I \ \ \ \ \ \ _--- \WEIRPLATE ---- - - - - -- --- I - - - - - 07 \ \ \\ `\\ \ �o� ° v - - - - - - ----- -, 701 o SQUASH COURTS FFE: 513.00' - S. I LOWERLEVEtFFE:517.00' \ \ \ \ \ RD4 _ _ - _ - - - - - - - - - - _ �51 — — — — — — — — �2 / 05 \ \ \ \ \\ \\ \\ \ \ I 1 1 1 \ I r I (TYP.) \ \\ \ \ �( \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ` \ - — — — — _ — _ — — — — — — — — — — � v y \\ IN,� \ \ \�\ \ — _ \ZOLF-OF96"CMP - - - --- 401- 1 UNDERGROUND\ \ - , — _ — — 5_ 16 505 ------- / - _ _-_ -_. DE _ENTI0N, (SWM2) t� ----' -- — — — — —— — I---a3 ————————— — — — — —— _ _ --— — — — — ' 402 _ — — — — _ — — — — — — — — — 1 _ _ - - _ — �------------ � -/ / - - - - 1 — — — II //\ \ \\ \1 \\\ \\\ \\\\\ \ —__ —_—_ ----- — — — — — — _ -- __-- I 1 1 1 \ S ALL 11'=�OI \ \ \ \ \ \ 1 \ 1 \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ _ — \ \ \ \ ^ \ \ \ \ \ \ \ \ \ \ \ \ ` _ _ _ — — _ _ _ — _ 'OD — — — — — — — — — — — — — — — — — "L'�%I, 0V Q CRMGW J. K9DkRSK1 Lice No. 0402048507 01-21-20� Q'S'ONAz M E O OV N N � E 6.9 w a- 3 UIt v I O �w0 m� v w z w_j —Lri O N a W z O Q U w w � In � N kD z O HU > L �� V) 0 N > U) LLJ M a d- cr-, ao � .D cri O O 0 w > w Q z O O DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY ;. KOTARSKI SCALE 1"=20' w VT/ i � z O z a (rW � V 00 � z Z I --I J ° < U o w J J 2 0-6 W coLJ '^ (� a z V ~ z cD Q V1 0 co JOB NO. 44523 SHEET NO. C5.0 0 s 2 D U C 00 4 m s N 0 O a 0_ T c m O a 0 c m L c m co m Q c 0 0 0 3 50 O Ur 2 z mO =2 02 m o -0 0 c m m N a 0 U 3 z� O a 2(D o r0 0 n� o .3 a 11 0.c N m 7 y U = m O w � y m c .N 0 a � c U m m �U O C 0 m o -0 i cuN f0 c 0 c 0o m QO 0 � L Y a to N 0 N O N N 0 0 a 2 0 a CHAINL INK FENCE 10'(H) t 6"X 6" WOODEN BOLLARD (16) TO O OM PAVEMENT OO MATCHLINE SEE SHEET C5.0 0 \ O® i CONC. BA5 (1'DIA) ASPygL7ROA01ACCESS \ \ � I O � / \ -43' x 16' O I EP \ CONCRETE P(ID (BATTING CAGE) I \ I TOP=556.94' I------ --/ \\ \ INV.=553.87' DITCH --SEE SHEET- ----__ \ 8 PVC (SE) CO//C. BA,;�EI ROCK I (9'DlA � ) / ------ \ \ __-- ARMOUR IIl \\ \ lo POPLAR \ \ \\ 1 61. 557 \ � � 239 / / Di-� SE . i S38 S3,q `SSz� V v v Q \ \ \ / / --z - _ / _ 64 �y \ '`\ � 556 -- --- ---- 234 ` . 235 1 sue- - - `ssr, �s� _ 554 \ � s TOP=556.95' INV.=553.15' 8" PVC (SW) o, \ \ 236 - - - - 23 ` ova \ - - -• \ \ \ Sg0 i 209 - e ° 241 - ° - ° _ \ � _ v 6 \ N _ - - - - - - - --- \ \ \\\ \\ \� \ CRITICAL SLOPES -- - - - - -- MAIN LEVEL FFE:537.99' - - °a�oo--------------- --- �`\ \ \\�\ \� \� \ (TYP.) MATCHLINE SEE SHEET C5.2I rs� 7- 1 - - - - - - - 7-���� DRAINAGE AREA TO DITCH A = 0.37 AC C= 0.51 TC= 6 MIN 1(2)= 5.0 IN/HR Q(2) = 0.51(5.0)(0.37) = 0.94 CFS 1(10) = 6.6 IN/HR Q(10) = 0.51(6.6)(0.37) = 1.25 CFS V(2) = 2.35 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.50' GRASS LINED DITCH n = 0.035; S = 2.6% ,\ 1.01 f DRAINAGE AREA TO DITCH B = 0.14 AC C= 0.33 TC= 6 MIN 1(2)= 5.0 IN/HR Q(2) = 0.33(5.0)(0.14) = 0.23 CFS 1(10) = 6.6 IN/HR Q(10) = 0.33(6.6)(0.14) = 0.30 CFS V(2) = 2.29 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.25' GRASS LINED DITCH n = 0.035; S = 6.3% 1.0�, f DRAINAGE AREA TO DITCH C = 0.64 AC C= 0.34 TC= 6 MIN 1(2)= 5.0 IN/HR Q(2) = 0.34(5.0)(0.64) = 1.09 CFS 1(10) = 6.6 IN/HR Q(10) = 0.34(6.6)(0.64) = 1.44 CFS V(2) = 2.58 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.42' GRASS LINED DITCH �,. �\ 2.0' DRAINAGE AREA TO DITCH D = 0.08 AC C= 0.50 TC= 6 MIN 1(2)= 5.0 IN/HR Q(2) = 0.50(5.0)(0.08) = 0.20 CFS 1(10) = 6.6 IN/HR Q(10) = 0.50(6.6)(0.08) = 0.26 CFS V(2) = 3.98 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.17' GRASS LINED DITCH 1.01 n = 0.035; S = 30% > DITCH CALCULATIONS No Scale 0 20' 40' j 44, ej- Q CRAIG W J. K9FARSKO' Lic. No. 0402048507 C.01-21-20 M E O p � U N N N C > E E Lu a LLLL o L W 0 fa I "I M Lu < Z w H - ui O C',a Vi o N C� W A, �x U <OJG �� w oa V Q) z O = > CLn U) rn N V W M a� CO J I'D F- vi O 0 O 0 w > LH w F- U 0 Q z O DATE cn o0112112020 DRAWN BY K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE 1"=20' CL I' -^I V 1 Z � z O Q w ( I j V CO Z z JI J 0 U W 0 J J � °� W '^ m LJ PaF--q v Q C z cD V / O co JOB NO. 44523 SHEET NO. C5.1 O U C N N 0 0 0 C a T 0 a 0 c m (0 a c 0 0 3 70a �O O Ur CL z �O 22 02 E o -O C c o cuN a o 0 � 3 Z N O 2 o x H o o c 0 aw o .3 o. Y N U a) O a)U i d y (° O N O � o a 0 0 � m 7 'a -0 O N o � U a 2 =N N O (E O a o t� .E L --------- O \ 7 \ MATCHLINE SEE SHEET C5.1 — — _ _ _ — — — - .: _—---------------- i - - _ / - 3� Lic. No. 0402048507 \ \\ \\\ \ \ ITC-H-D__ — — _ — 0I-21-20�t� SEE SHEET _ TONAL 408 \ \\\\ \WEIR PLATE \ \ \\ � 702 --- ____--------, -__ _ — ---- _ ` d / // /c�`L / � \ \ \ CD 07 \ - - ------------- - _ -_-__ - _ --- - / - \ \ \ N U SQUASHCOURTSFFE:513.00'----------- - QY _ - � - \\\\\ ¢ o — _ _ i ' \ E Lu LOWERLEVEtF•FE517.00'___------- — , - - - - \\ \ \ \ \ F-W D4 / - - - - - - - - - o _ _ _ o _ 515• - - - - - - - - - - -' _ - a - - _ _sue `, i / - ' / �" \ \ ` \ \ \ ¢ i Lu O' W M LL —50 UNDERGROUND — _ _516 _ _ _ — — \ \ DETENTION, (SW_I /Ig) _ _ _ - - - 505 _ C', \\ \ \ \ - \ _\ _ Lu so- _ _ DATE / 10 \ MATCHLINE SEE SHEET C5.0 — — — — — — — — — ' or�21�2020 _ — DRAWN BY — — _ - K.MELLON _--------- - - \ - — - DESIGNED BY nim _ - _ ---- - - - \ \ \ __ - - / - CHECKED BY _ Z -, - �_/7_ T__ C. KOTARSKI ,\ / \ - - — - • • SCALE - _ ---- -485 _ l 10, .00, —Z —f — — — — — — — — — — 0 _/ - - - - - Lu — — — — — — — — — — -_� _ _ _ L 102 _-/_ --_ -y___7 I I I \ _/_ - _- / / -- _ - _ _ - -- -- CRITICAL SLOPES - - _ - � / - � � \ \ \ � --' -_- ' - �` � / ' — — — / - � - - _ rwn I / z APPRO ATE ART QF €I?VQs�iRE�(M1Ol____ Lu — V / Q 016 ui 101 - - ' - - - - - - - - - - - - - _-- - - -_ -- >- / co S REAM / CHANNEL 0.5 AVG DIA. RIPRAP CLASS Al WIDTH 1=3.75' /' WIDTH 2 = 15.75' 100 LENGTH = 12 DEPTH - 1' JOB NO. ml SCALE 1 "=20' i 44523 SHEET NO. 20' 40' C5.2 0 s D U C N O 4 co co co 0 a Q T C (0 O a N 0 m L c m co co Q C 0 N 0 3 c �O O Ur z mO 2 2 02 f0 0 -0 c o m N a U 0 C� 3 U) z� O a (D o1-- r0 0 Q o .3 Q c > NZ 7 coU = m O w 2 � y f6 C .N U E° a :_ U N m •U O C Mo O O U a i C N N O c 0 Q0 Cn5D L CRITICAL SOPES L \_,\\ CHAlNL1NKFENCE CRITICAL SLOPES Fc _ \ \ ` \ \ \ \ EP A (TYP.) `� \ \\ \ \ \ \ S �� ``_\ ` \\ \ \ `� / ASPyALT p IN, CL �Q CRAICW/.l0"TAIZSKI Lxce c No. U�£�204�50? \ 01-21-20 s 1 �I CONCRETE Pf1 () D BATTING CAGE \ :6s \ / I FRAME Ell w000Ev POS-T (2)- \ I - - - EG _ ------- �� \\ \ -- -- - - �- —` -- I 538.56' I I EG 1 \ \ � \ \ I - 555 _ -- — — — — -- —1\ -- \ \\ \ E� RIM I I 1 I GRAV\ELACCES�ROAD \ \ - --' ————————— — — — — -- — — 550 N E f c _ 6.9 \ _ > 534. \ _ \ \ \ , \ \ � V 3 \ \ \ \ \ \ \ \ \ \ \ \ \ \ Q LL. 3 LU C m _,,, \ \ \537 542.1T"�\�\ \ _jUw \ \ \ \ \ \ \ T - o 53\ TC 5 6.76' — 54 0 W N � � \ � p N 30 x \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TC ------ TC 542.1 \ \ 0Q \\ \ \\ \ \ \ \ \ \ \ \\ \\ \ \ \ \ \\ \ \ \\ \\ \ \\ \ \\ L \ T \\ \ \ \ TC T TC \ \ \ \ \ 536.64' 541.19' \ \ \ \ d \ \ \ \ \ \ \ \ \ \ cS� \ \ \ \ \ \ \ \ \ \ \ \ 536.57 — _ S3 541.19' cS ` \ \ \ _ N \ \ \ - -\ S 9 Sz \ _ v > ,o 3g SQL— \ �� \ \ -550— — 14' �� _ 6"w \ \ oN TC S TC TC - — 538.74' _ _ — 5 8.79' 542 00' \` (L) M \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 535.39' I _ _ ;Z43. 8' a t \\ 535.27'`\ ----- SST oow TG\\ o w 38.50' 58.79' \533.99' \ \ \ \ — — — _ TC R4jN \ \ \ TC \ \ 535.4 ' \ T 4. T — — - 37.75' _ S TC — _ TC � \ \ \ \ \ \TC \ 535. c9 <p \ 84 34.37'\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \\\\\\ \ \\\ \ \\ \\ \ \\ \\ \ \\\\ \\ \ \ \ \\ \ \\ \\ \ \ �\ \\ \\ _— — — — — _ 546.70' — _ 0\ TC T5362'534.24' TC 5T H — I — 534.53' \ � _ � , 537.7T � 546.60' o�\ \ \ \ \\ \\ \ \\ \ \ \ \ \ `\ \ Q `\ 535 \ `_ T--------- 545 — — _ _—cr---- — _—� w 535.f/'_ TC Q — — — — — _ I TC o ` _ —----------536.23' C 535.00' — — — — — — — 5 68'— — — - — — 546.23' Q 536 LO O - ---- -- - - - -- TC- M 546.13'v 536.89 �\\ \\o\\\-- -- _ — — —— 536.23' _ L_ --- //., --� `� ° > 5 _6„W 5.69'—_6W_----- 6„�_ - os \ \ \ \ \ \ \ \ \ \ \ \ev \ '535.76' a — 540 - ` 536.03'0 TC 5*34 535 \ MAIN LEVEL FFE:537.00' ___ I _ -_____- • - - -- w ---__ - MAIN LEVEL FFE: 537.DD' 536.7 ' MATCHLINE SEE SHEET C5.5 \ \ \ \ \ \ \ \ \ _ —— �C i \ \ — y 1 1 I 1 I \ \ \ Y \ v \ TC _ _____----___ \ \ \ \ \ \ \ \ \ \ \ \ _ — — — — — — — — — — — — — — — — — — \ \ \ \ \ \ \ \ \\ \ \ \ RIM\ \ \ °V—___-----_—_ I 1 I I I I 1 1 r516.25'\ - ------ — — _—_ —_ RIM ------- — — y 534 IN, \ \ \ \ o - TC _-------- — — — I 516.0T516.69' \ \ SQUASH COURTS FFE:513.00'----------- --_ --__ ----- __ = o _-__ _ TC`--------------- o - —_ --__ --------------- I I II I1 \ \ 1 1 \ \\\ \/ \ \ \`� \ \ ` \ \ `\ \ \ \ `\LE�7EtFFE:517.00 5 03'' __------_ \ \ \ \ \ \ I I I I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \\ \ \ \ �\ \o ---- / — _516.89' - -LOWER — _ u' 515.84 516.89 _ — — — — — --RI- 1 515.8~3', — — - _—_— �° — S_ �9 \ 1 I t 1 \ \ \ \ \ \ \ \ \ _ — — _ ° c� ILr _ \ \ 1 1 \ \ \ \ \ 1 1 1 1 IRl I S /OPES \ �\ \ \ \ \ \ .\ \ 1 \ \ \ \ \ \ \ \ \ — _ — — — — — — — — — _ _ _ _ — — — — — — — — — (TY 1 \ 1 \ 1 1 1 \ 1 \ 1 516.81' — --__ TIC IL TC TC-- 1 516_55' 515.79D — — o ,�)' _ _ _ _ _516. t5' — 7 IN,\� �\ ��� \ — _ _ _-- — — ---- TC— --__ 6 rO T _ 516 _5_ _ _ —505 — TC — — — _ _615.0(P — --TC �16TC — — — — — — 113 — —— --- — J � _ /— --——— — — — — — 1 I I I I 1 1 \ 1"�`\�\\ ��-- —_-- ----- — — -- I 1 \ SCAL V -IZOI I I \ \ \ \ \ \ 1 \ 1 \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ _ - \ \ \ \ \ \ - - SOS I 1 0 1 1 1 ��� 1 \ 1 1 �10� z O a U w 0 z O V) w w Q 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' W u VT/ i � z 0 VJ 0 J o (n UU W O V / Q J 2 W '^ m v (� a z V ~ z c� Q 0 co JOB NO. 44523 SHEET NO. C5.3 0 c s U C 00 w co s N co 0 a Q T c (0 0 a 0 c m L c m co m Q c 0 m 0 3 �O O O N z mO 22 02 �, P: f0 0 -0 c � �N a U c U 3 Z O a x 0_ r 0 0 0 o .3 a N m 7 n U = x o w 2 � y f6 C Ea � c U N m0 m �U O C � o O U a i c 0 f0 c N o C m 0 Qo y 5D L CHAINL INK FENCE 10'(H) t 6"X 6" WOODEN BOLLARD (16) TO I O \ OM PAVEMENT OO MATCHLINE SEE SHEET C5.3 0 O® i CONC. BAS (1'DIA) EP _ Q ASPygLT,4OAD/ACCESS I \ \ � � � I O -43' x 16' - / CONCRETE P, D (BATTING CAGE) I \ I TOP=556.94' _/ I_/ �� \ INV.=553.87' 8"PVC(SE) \ COI/C. BAEl ROCK I (IjD/A) ARMOUR I 1 / \ \ 558.20' POPLAR \ 542.17'- \ 5 541.19' TC S3 541. 319' 542.1 ' s \ \ \ \� \ \ 554.81' D!� 6 9 CJ 14' u� �� 6„ W \ (3\� ., / 556 _ T 538.74' - _ - 5 8.79' 542 00' �\ �\ \ \ - T s \ 555 � v � 38.50' - C - - - \� \ �\ \ _ - 554.85k- — �Q 58.79' --- -_ �\�� � �� Qc9\ S s s S v TC \ ` \ \ 1 \ ^ S>_ — — tSc' ss O TC 554 — _ _ TC I . TOP=556.95' - - 54 .06' .84' \ \ TC 553.63' - - - 5� 6 �` � INV.=553.15' 8"PVC (SW) TC 537.7T 53 .07 � 546.60' o 553.56' \ � \ � � � � � _ _ _ ° ° Lo 536.23' J C $ _ 546.23' --- TC' _ ) e °546.13,0°ID 536.23' ° - 5,36.23' ° o li-v _- tea_ 537.00' 540.93�' - C -540.57 539.41' \, \ 540. \ l L ° o ° - -4,\ - ° �° 6 - �- v ° _ _ _ _ � 4°_ - - - - _ 536.51' •, 536.�1, __\ \ .1-... / 3 535 cp -- - - - - -- * --b_ — — — — \ \ _ �$34)�0, _ — -- — — —— 535.00' CRITICAL SLOPES IGIAINLEVEL FFE:537.99 — — T ° ___----- — ___-- \ /\� \ \\\\\� \� \ (TYP.) 536.7 _ a - -534.50' - - - _ / 534.50' \ \ \\ \ \ \ \ \ \ 533.94' 53$.96' \ \ \ \ \ \ \\ \\ \ \ \ - - - MATCHLINE SEE SHEET C5.5 - - - - �'NL- - - - , / RIMAPE SCALE 1 "=20' 0 20' 40' T;.few L 'FYI 0), ii$E.1'Yd.'lJ WY..Y. dK9F,'%1 SKl Lic. No. 0402048507 0 I -2 I -20� M E O O N � N C > E N W Qbi i LL LL O L Lu O 0� YJ L M L1, < Z wH-Ln O rn d C, N C7 W M zl~-� x U w Lr) 2 N V > Z O = cLr) rn N V W � M d � � W J 1,D F- O O 0 w > w U Q z O DATE cn ccl 0112112020 O DRAWN BY K. MELLON r • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE 1"=20' • • CL W 0 I --I V / Z � z 0 z °- '— M � O z U o �— (� w p V / Q W v ,^ � a rz V ~ 0 C V 1 �0 W JOB NO. 44523 SHEET NO. C5.4 70a �O O Ur c z m O 22 02 c m o -0 c c a)co w a o c v(Di 3 Z N En 2 o g x H o �(D O L 0 0 a o .3 a. U ID X C O O O U L 2 (6 C w o c o m E � L c U � -0o m O C (n o � U c rn N o C U a o (n(D �E \MATCHLINE SEE SHEETC5.4 / —---------------- --- — =:. TC \ - Q o v °o ° - - - - - - - - - - - - - - - - - �525, ` 1 \ - _ _ _ \ / ' / _ / r h.y•u%\,ti ara \ \ \ \ \ 99 - - - - - - - - - - - - - - - - - - - - - 0 \ \ - - - - - � o� -- --___— _�\ --- _--------- _—__ � g �4j_ �' i / g0 — --__' �� +,Q CI�P�ICW J.KC3"T.�IZSI�I b1669' o _ — —————————--—— ---------------- — — ___---_-- �� -- \ Lic.No.0402048507 RIM\ - -TC \ 534.74- _ - _ - _ _ O 1-21-20 \ \ \ \ \ \ \ \ \ \ \ \ \ 51�-25'� -a\o- - - - - - - - - - - - — — ' - - C .7-6'_ - — _ \ \ i"'O \ \ \ \ \ \ \ \ RIM �A�. y� \ TC \ \ \ \ \ \ �g�-- - - - - -- __ -- 534 �516`69` SQUASH COURTSFFE:513.00' ---------------- --_— -- 5 — — \\\\ ¢ o TC \ \ \ \ \ \ 546�9 - - - - - — — — - - _ _ _ - \ \ \ w E - / _516.89' ` --_LOWERLEVEtFFE517.00' ------ _ — _cS` — H \ \ \ \ \ \ 5tSO3' \ \ -- \o -_ --- -_ - ___ - vim/ J __ c� O \ \\ \\\\\\\ "X 3 -- - - - -- - e _ o _ 515----------- - o _ _ S� — _ h�' \ \ \ \ \ \ aL o - \ _ 515.84' -_- __ - S� 1 - _ \ \ \ \ LuQ ma-4 ` \ ` �G_ - _ _ / - - - - - - - - °� 516.89 — — — — _ --RI / _ \ \ \ \ \ \ ¢ W U � - - - - - _ _ - - s c�i9 � z 515.8-3' _ _ ° - - - /' _ _ - - - _ - - _ _ / - _ \ \ \ w TL- -_- - //v �s / - / \�\ \ \ \ \ \ \ �D(ZX V) 516.81' — — --__ / / -S -`sr _ \ \ \ \ \ \ \ \ 2 Cw aim wp \ \ \ Tc \ \ \ \ \ \ — - - 51 fZ6T _ v Q -TC _ 516.55_ 516.15'- / 7��r r - - r r 50- �� TCm__ _ _ TC \ \ \ \ \ \ \ \ \ \ \ \ \ \ - _ _ _ - _ - S1`S - _ _ - - - - _ - - - - - - - - - - _ _ - _ - - - - - - - _ 495� \ Lu Lu In - - - - - - - - - - �(/ \ \ Z Z\\\\ \ \\ \ �\ \ \ -_ DATE so MATCHLINE SEE SHEET C5.3--------- — — — '`'0112112020 - -- DRAWN BY ---------- 495 — — — — / \ _101, — — _ _ — _ K. MELLON _-- - - - — — — DESIGNED BY '00--- - K. MELLON 1410 ------------------- CHECKED BY I / - \ l\ \ \ \ � �_ __ — — — — _ / _ — — --- -- �' �' '` �' � —_ —_ _. / ,— \ \ \\ O� /\ \ l�� —_ — • C.KOTARSKI — _ _ / / / \ \ \ \ \� - • • SCALE 475 AdK CL Lu Al J — — -- — — — — — — — — -- 4____ 4 �O \ \ - - - - -- _ 46 — / / ---- _ — — — —— I CRITICAL SLOPES Y_ - - - - - - '000 Epv#L2 _�MB /,00, u Lu \ - Lu co S REAM CHANNEL cp JOB No. TC 23 / 44S SCALE 1 "=20' SHEET NO. 0 20 40 C5.5 0 s 2 U c 0 4 co m 0 0 a Q 0_ T 0 0 c f0 L y c m co co Q c 0 0 3 00 O Ur 2 z m0 :2 2 02 c f0 0 c o m N 0 0 c U 3 z� O 2 a N o-r- r0 0 Q o .3 Q 0.c N 7 y U c w2 � y f6 c .N 0 E o a c 0 N m •U O C Mo O U -0 3 c in f0 c 0 0 c 0 m Q� cna) L a a 212: 18 Basin - Circular Grate AX. STA 11+68.05 204: DI-3C 6 ft Throat co ) C� C� TOP 536.50 STA 14+58.40 CD q/\7 L co co INV IN 528.06 (213) iz- TOP 534.23 co m ; 0 _ _ C IGW J. KOTARSK " O Ch O O ^ 7 M INV IN 530.07 (RD2) o o N INV IN 526.21 (205) ;' L ^ o O o o c� o U U Lr' N INV IN 531.41 (231) N F- v ( ) - U .� INV OUT 526.11 203 U o o -- 0 o Lic.No. 0402048507 ' o 't INV OUT 527.96 (211) Lo °o C0 o d N 't m - °`no o N CO ~ co 20 O I —21-20 � O O F � °� 00 � � O ti N Or N O CO Lo N u, o � � O N N M Cfl 00 cco to o � "tQ� N rn N 210 o r� LC) m N o, o o 202: 24 Basin - Circular Grate 0 M �, N N �, ,�Cc:,) L(� M O fn CO N M m cOL!� m 6�00 d+ Lo Lo Lo N f- MO M N m00)Lo m�ON � �� NN LO ��Cfl0 � BCD � � UMO� � � +co - +Mo STA12+13.51 =MM ItcoZz STA14+83.30 _ +co NOMN _+"tU? =NNE? =+�LnlnH M+�LO�? k4'70�TAL ^ NOM� CV OM ��LnzZO o _ TOP �o�� "'� ��LMnZ g -L0ZZ0 prMzz, -Ln ��-Lnz TOP536.50 _ O r�cnz 0 �LoZ 0 - 0 coQ�> Qa> INV IN527.73(211) o�0z z z o�0» > INV IN525.99(203) c�iQa-> 6<Q_ O �Qn > > '.oQa> Oj o<0» > Q�>> > rH0 ��O NC/) - - N��Z Z Z ��OZ ��O> > o�OZ z o�OZ Z C) Z Z o�OZ z z NCnHZ C'4U) ? INV OUT527.63(209) INV OUT525.89(201) �cn�_ U) z �U) _ 4co _ 4U)P-_ _ M E 555 555 540 1 540 rn g N vi N C > E E LU LL O L W rp W O M �J000 Z w H — un 0 rn a > o N U` Uj O M tY zl~- x U x Ln <_j a;� w oa C] 4x �N z H U > L O c '^ U) rn N >LU M rY CL M J F_ vi 0 O 0 w > w w � 2 Q Q 0 z 0 cn DATE np 34.4 o 0112112020 1 0 DRAWN BY 15" HP/PE K. MELLON • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE AS SHOWN 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 STR 214 - SWM 1 STR 412 - SWM2A HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 IL M _ MO O O O M N N CD M 0 CO - v M O C1 C1 M O H O� N N v �.O � ti o0 W r= O M CEO r Ln M °� Ln (D O O Cfl r- 0 O Q `0'tmL M o 502 N�� Lo od.0 r` N 000 o v N 00o tiLOr� 0 0�0 U��� O U (0_Oln Lf) 00ON r" Lo C�OLoN O M Lo DOLO MNCA LC) I- Lo co + � �, STA 10+00.00 NCo p�LnZ Z � TOP515.84 �LOZ Z O MM� Ln +M� Ln Ln C) o�� + ~ — O �Qd-- �LOZz 0 �LnZZ Z 0 LO0 mZ 0 0 oOZ z z INV OUT 512.00 (501) ���z z z o�0z> > �<pz> z > 0�0> 0E-0> > 0�0> U) — — NC/) Z Z N(n�— Z — Z r�cnF-Z I�CnHZ Z COCnP- Z 530 530 530 530 550 550 550 550 530 530 530 530 530 530 O z � EXISTING Q W 525 525 525 525 545 GRADE 545 545 545 525 525 525 525 525 525 M > J LLJ 1-4 LL p PROPOSED GRADE PROPOSED PROPOSED EXISTINGGRADEJ O PROPOSED GRADE GRADE r 1 U V 0- 520 520 520 520 540 540 540 GRADE 540 520 520 520 520 520 520 WATERLINE PROPOSED PROPOSED J < GRADE GRADE w O � B � EXISTING — I� Q EXISTING GRADE 515 r 515 515 515 535 535 535 GRADE 535 515 515 515 515 515 515 V T MIN PROPOSED WATERLINE T MIN. Q GRACE] 3' MIN. C � 3' MIN. T MIN. z 4� R03 \501 510 8" ,0 OF 510 510 1 `63' OF 510 530 530 530 530 510 510 510 510 510 510 3.00% 2 PE - SWM2 �82'0F ?01 SWM2 SWM2 „1.0K % 1 2 85 R01 O RD4 yOPF 4.80, O \ 69' OF R 2 14.09' OF 3• 00/ 12„ N \ 8 HOPE 31.01' F 8" HDPE @ 3 % EXISTING O \ @ 3.00% 525 525 8 HDDE 525 505 @ 3.00% 505 505 0/ 505 505 GRADE 505 505 505 505 505 525 3. o EXISTING 60 EXISTING GRADE 10.77' O GRADE \ 12" HDPE @ 5.00% 500 500 500 500 520 520 520 520 500 500 500 500 500 500 5 JOB NO. 9+50 RD3p- STR 402 11+00 9+50 10+00 STR 502 -STR 404 11+00 9+50 RD 1 p- STR 208 11+00 9+5RD2 -10+00 STR 212+50 9+50 RD410+00 SWM210+50 9+50 STR+00 704 -SWM2 11+00 9+50 STR 602 p� SWM2 p 44523 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' 0 0 50 SHEET NO. VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 PROFILE SCALE C7, Q 550 550 545 545 EXISTING / GRADE, � \ � ROPOSED / 540 � GRADE 540 535 _-_WA_ � 535 SANITARY WATERLINE 'D' SEWER'A' 3' MIN. WATERLINE 'B' 530 WATERLINE 'E'� O 530 215 � SW 84.46' OF 213 211 12" HDPE 83.59' OF 45.46' 209 F 525 @ 0.50% 12" HDPE 21'HDPE 135.10' OF 207 � 205 203 525 ° 0.50 ° ° @ 0.50% 21"HDPE 24.89 OF 24" HDPE @ 0.50 /° 24" HDPE 201 @ 0.50% @ 0.50% 37.84' OF 24" HDPE @ 0.50% 520 520 515 515 535 535 3' MIN. 530 530 ✓ 12" 22, OF @ 3 pOPF �t9 525 � S •s5' 525 \ \ 63 40� 1g PROPOSED GRADE 520 520 �@ 3. 0�� 515 � I 515 5S ADS 'y0 0,c O o� �� � / 510 � 401 / 510 SWM2 � � 124.65' OF 12" HDPE 117.41' 0 505 � 505 EXISTING / GRADE 500 500 L �44) 0 ,,00, 238: MH-1 Q STA 10+54.62 Q m o o rn TOP 553.26 is M .. M CRIJGW J. KOTARSKI m o o = o M N INV IN 544.95 (239) ° _ �' COU M � `� I,izc.No. 0402048507 CO r 00ti� N m � o �N� N Nt O v O INV OUT 544.86 (237) cM v M •fn� N N N � I CV O I -2 I -20 _ 00 �Noo NCO - �No o °+°cflLO � H �o�� =+ H O ��� �CC°o Lo o � �� � M M �000� � o 236:D1-3B8ftThroat STA10+70.16 m MCO�jM (6 o� M � ��ON m+ Lo NLo �MM � 'y CPkk�r =ONE Z -Loz z O ���Z cc)N� C140 O =Mph 04 Ch LOM� 2 ���a0 +pLOH TOP552.67 i - It H LOC14 ���z lf) z ET. ' 5�LOZ 0o O -0> > d-- ~Oz z z ol-OZ Qom- z 2 njQ0> -d z 0 > w o .-"tZ Qo> Qa> INV IN544.39(237) o- coQ�-> mz > O > p -cnP_ Z Z _ Cn - - - C) -_ _ p�OZ �C��_ Z _ p .- OZ U) i��Oz LuU) INV OUT541.11 (235) MHOZ Ncn�_ Z _ cNF-O» NCn Z Z Z 535 500 475 1 475 565 565 M E CD S N N C PROPOSED \ EXIS ING > E GRADE GRA ELU `U H 530 495 470 470 560 560 a 0 � \ w O rp a v SWM1 -j o a J - in z Orr w �>prn N CA EXISTING No z a; M o_ 525 0 465 465 555 ; GRADE 555 O cn x Ln - \ - - � p oa =� LO H U Q � EXISTING PROPOSED o N j GRADE \ GRADE ''' 520 485 0 460 550 550 a 109 239 \ o w 39.24' OF \ STEP DOWN 54.65' OF 24" HDPE STRUCTURE 12" HDPE \ @ 15.00% WITH 2" @ 15.00% \ STEEL PLATE \ 515 480 1 455 455 545 545 0 L105 WATER INE 'A' 111.4 ' OF \ 3' MIN. \ O \ 24" HDPE EXISTING \ @ 15.00% GRADE 510 475 450 450 540 540 w Uj STEP DOWN STEP DOWN 237 3 117.94 F o STRUCTURE STRUCTURE 15.61' OF 15 HDPE WITH 2" \ WITH 1"z \ \ 12" HDPE ° @ 1.00% \ z o STEEL PLATE STEEL PLATE 3' IIN. @ 3.00 /o DATE 505 470 445 445 535 535 0 01 21 20 0 Q, 6C" y 'S O,1 \ 103 155.80' OF 23 �� 0 DRAWN BY .7 �OOAF 24' HDPE 10.00% 7s , Q 0> �' 6S y4 op 6.0�AF K. MELLON O @ �Oy0A0" o 500 465 440 0 440 530 530 0 DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI 495 460 435 435 525 525 • • SCALE STEP DOWN STRUCTURE AS SHOWN WITH 2" • STEEL PLATE 490 455 430 430 520 520 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 12+00 13+00 13+50 SWM 1 - STR 100 STR EX1 - STR 212 uJ 106: MH-1 STA 10+81.81 206: DI-313 1Oft Throat HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 Q 302: 12" Basin - Circular Grate STA 14+02.20 304: 12" Basin - Circular Grate STA 11+63.13 TOP 506.27 222: DI-313 6 ft Throat TOP 534.90 242: 12" Basin - Circular Grate I --I STA 10+00.08 TOP 538.55 INV IN 500.71 (107A) STA 10+00.00 INV IN 530.66 (221) STA 10+00.68 TOP 543.66 INV IN 531.26 (303) INV IN 500.21 (107B) TOP 535.25 INV IN 526.58 (207) TOP 537.00 OUT Z INV OUT 539.42 (303) INV OUT 531.16 (301) INV OUT 493.87 (105) INV OUT 531.00 (221) INV OUT 526.48 (205) INV 532.96 (241) 555 555 520 520 555 1 555 550 550 O PROPOSED \ GRADE EXISTING Q W 550 FGRADE 550 515 515 550 550 545 545 > J PROPOSED \ 1 EXISTING PROPOSED MM W � GRADE \ EXISTING GRADE GRADE z O \ GRADE EXISTING J \ GRADE O 0- 545 545 510 \ 510 545 545 540 540 t.J - c \ SWM2 232: 15" Basin - Circular Grate V 1 Q G \ STA 12+68.72 J 2 O \ TOP 537.00 m \ T MIN. INV IN 532.55 (233) -1 ~ Q �- 540 540 505 505 540 540 535 T MIN. 535_ INV IN 532.71 (241) INV OUT 532.84 (231) (f) - PROPOSED GRADE \ 7 241 Z �s 0�e O 24.85' 1��HDPE OF 535 a 3 535 500 2S� OP 500 535 _ 535 530 530 00% 1230�'O OOiF r ^ F @S V 1 r poAF 3' MIN 0 530 530 495 495 530 L 1 530 525 525 co 41> 307 SWM1 l 72„'34' 0 221 �qs OpF 6.83'OF O 00% 12" HDPE @ 5.00% 525 1 1 1 1 525 490 490 525 525 520 520 5 JOB NO. 9+50 10+00 1� 00 12+00 12+50 9+50 1°+0W 11+00 11+50 9+0+00 +50 9+50 10+00 11+00 44 523 STR30 SW M 1 M 2 - STR 1 T S S 06 STR 222 SR 2 06 - STR 24 2STR 2 3 2 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' ° 0 50 SHEET NO. HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 PROFILE SCALE C7,1 0 c U 0 3 0 a. a T C 0 a m 0 c co c C a 0 0 3 c 565 565 560 560 555 555 j r� a� > zc. No. 0402048507 O 1-21-20 k T M E O p U N N N C > E w °� E U. o U. L w O rp W M �J000 Z w — in O rn a Vi o N U` ui M )L� Ti x Ln � OJG 6- SANITARY w o Q = p 2 o N Z =V <Ln O -T 1 CL rn N W >ll M � a� CO J vi 0 O 0 w > w Lu Q In z 0 cn DATE > 0112112020 0 DRAWN BY K. MELLON 9+50 10+00 11+00 12+00 13+00 14+00 9+50 10+00 11+00 12+00 13+00 9+50 10+00 11+00 12+00 • DESIGNED BY WATERLINE 'A' (FIRE) WATERLINE 'B' (FIRE) WATERLINE 'C' (FIRE) • K. MELLON HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' • CHECKED BY VERT SCALE: 1 "=5 565 VERT SCALE: 1 "=5 VERT SCALE: 1 "=5 565 • C. KOTARSKI • • SCALE AS SHOWN ON 560 560 560 560 IL I' —^I V 1 Z O z � I Q w > J co LL O J o QC U ua w Vl Q J Lu J w m I1--I Q I—T1 z 1 z Q V 1 O m 5 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 JOB No. WATERLINE 'D' (FIRE) WATERLINE 'E' (DOMESTIC) SANITARY SEWER 'A' 44523 HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' HORIZ SCALE: 1 "=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 0 0 50 SHEET NO. PROFILE SCALE C7, 2 CONNECTION TO EXISTING WATERLINE. 560 VERIFY LOCATION CLASS 52 560 AND ELEVATION. � DIP WATERLINE � `✓ \ 555 � 555 3.5' MIN. EXISTING 550 GRADE 550 2.5' � 2.4' 545 \ 545 PROPOSED \ SEWER 'A' GRADE \ \ 540 540 STORM PIPE 27 \ z Q \ 535 � 535 w Q � c� z 530 � 2� 530 w w _ C� p p uJ w oQ ? w p w a �� m m z m � � w o w o w W 525 Q N � O � W� W Q 525 STORM PIPE 209 555 555 550 550 EXISTING 545 GRADE 545 6" CLASS 52 DIP WATERLINE \ \ PRO OSED \ GRADE 540 540 \ 535 3.5' MIN. 535 \ 530 � 2.6 530 WATERLINE ' B' z STORM PIPE 209 U 525 z 525 z 0 p U z w w � m w Q 520 N � 520 555 555 550 550 545 545 EXISTING GRADE 540 \ 540 PROPOSED \ GRADE \ 535 535 3.5' MIN. \ 530 530 2" DIP m STORM PIPE 525 z 1— 525 J w W 520 � 520 555 555 550 550 545 545 GRADE 540 6" CLASS 52 540 DIP WATERLINE PROPOSED GRADE 535 535 WATERLINE'D 3 5' MIN. 1.1 530 530 _ J m Q W � w w w STORM PIPE 525 z z � �n } m 525 Q STORM PIPE w QQ � RD1 p p Q � � w w ww Q w m m� � 520 � � � � � � 520 550 550 545 � 545 SEWER 'A' 6" CLASS 52 PROPOSED DIP WATERLINE GRADE 540 540 EXISTING GRADE 535 535 1.4' 1.5' 530 � 530 STORM PIPE RD2 525 I 525 Q 520 w } 520 J m w Q p � p w � � w m w � Q m 515 � � � rn tzi 515 CONNECT TO EXISTING � SANITARY PUMP STATION — EXISTING I 560 � VERIFY LOCATION AN� � GRADE 560 -Ert/�Afit � WATERLINE 'A' 555 555 3' MIN. \ \ 550 � 550 L I � 2.4' 1 ` 545 545 \ 540 \ 540 \ PROPOSED \ GRADE 535 535 _ WAT . RLINE 'C' \ 530 Al— 530 \ STORM PIPE 6" HDPE IPS DR-�.5 525 211 525 520 � 520 p z p z p z p z p p m m m m z z a o o w w N N N Lf') m m 515 � � N � 0011 515 PLANT KEY TREES BOTANICAL NAME ACE RUB ACER RUBRUM 'AUTUMN GLORY' PARKING LOT LANDSCAPING ■■■■1 PARKING L•T LANDSCAPING 1,190 �r►�»rwbzjjwii _ ---- WOODEN POST (2) - - - - - - - - - - - - - - DIT H A .r INV.=553.87 - - - `r SEES -5 _ 8" PVC (SE) - — i EG \ - ----T- - - - - - I EG I - - ---- 555 R� � ---� I I GRAVE A��3��tYJAD ---- - - r - - ' - I; SEE SHEET C5.1 \ — - -- --- oARMOUR -- ROCK _ -- r- _ _ P R \ --- 537 536 - - - - _ 8 - 8" PVC (NW) CONC. BABE, (1' DIA) L41 .Fe p,LTH OF O Gr�� I J ' NK W. H C III z o. 14 k 01 /21 /20 c w c PE ARG� M E 0 O N N N E °� E w LL LL . Q U. uj O L a�v o z wN—Lr; O d U N U` W N H Q M O LlX cn U w Q 0 =3 d Lr) 2 (> c N > 1p Z /j�jV Lr�Yvr< 'A��VA 8, 55 o � 1 \/� ui S 53 8 \_ \ S v? cS`' � w (8)ACERUB ���� �M 550 �— ��7 ���. y ��� - 556 o w �- -- Z ro ss�- - ssc, s_ 554-- O �Q 0 w Lu u o Q ° \ - DATE \ 0 0112112020 DRAWN BY M.RACHNER a _ ��� y,� �o - - - _ - --- - - - -- -�� � �� � � ' I DESIGNED BY - v F. HANCOCK ° 540 — - ° ° --_ -- - - _ - _ - -- --- CHECKED BY o ° - - _ ° � � _ P ° ° _ . ° - v _ _ , - _ � _ y� _ _ ,� l `� - - _ \ • F. HANCOCK ° ° 0 v ° ° — \ � SCALE ° ° v \ ° a ° o ° a ° 40 ° ° ° ° \ \ \ MAIKIEVEL FFE: 537.00' \ � _ - - - - -- -- �- ° 0 ° v ---- - ---_ - - --- -_ �,vv !, ____-- -__ ° - o ° _ _ - - - - - -- - BASKETBALL COURT \ \\ _ KETB O o ° o Lu MAIN LEVEL FFE: 537.00' °v ° - r ^ F—I - - - - - - - - _ PROPOSED BUILDING ° ° \ Z \ \ - - - - - - - _ _ -DEE S ET C5.1 - \ \ \ \\ w \ - - — \ oLLI V l m a , Q1 Luq \ _ SQUASH COURTS FFE. 513.00 -LOWER LEVEL FFE517.00'__ _--- -- -- \`,( Do \ a vi J _ \ LAj 616 50 - - - 5 — ' ----- \ \ \ JOB NO. 10 _ — — — - - - - - - - — - 44523 SCALE 1 "=40' 500 SHEET NO. L1.0 \ v v v v 19, 4 \ PLAY FIELD (135' x 106) v v v _'535 s 545 L L NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT ✓1' lvlL I Llx DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE =W ROOT BALL 12 GAUGE GALVANIZED WIRE 3-2"x2" HARDWOOD STAKES GALVANIZED WIRE GUY 12 GAUGE. ALLOW FOR A SLIGHT AMOUNT OF MOVEMENT 8' 2"x2" HARDWOOD STAKE, 2'-6" MIN BELOW SURFACE. STAKE SHALL BE DRIVEN A MIN 18" OUT FROM TRUNK AND OUTSIDE OF ROOTBALL 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNKFLARE SET ROOTBALL FLUSH TO GRADE OR 1-2" HIGHER IN SLOWLY DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL. ROOTFLARE SHALL BE VISIBLE ABOVE FINISHED GRADE 6"SAUCER BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 1" COMPOST LAYER PLACE ROOTBALL ON UNEXCAVATED OR TAMPED SOIL PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY ACE RUB 8 ACER RUBRUM AUTUMN GLORY AUTUMN GLORY MAPLE 2.5" CAL. B&B 452 PARKING AREA LANDSCAPE REQUIREMENTS *PER32.7.9.6.A.&B. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED AT LEAST 5% OF PAVED PARKING AREAS AND DRIVING 22,161 SF 22,161 x 0.05 = 1,108 SF 1,190 SF AISLES TO BE 1,112.5 SF LANDSCAPED WITH TREES AND SHRUBS ONE (1) LARGE OR MEDIUM SHADE 71 PARKING SPACES 71 / 10 - 7.1 7 LARGE OR MEDIUM 8 LARGE TREES TREE PER TEN (10) SHADE TREES 0 MEDIUM TREES PARKING SPACES TREE CANOPY REQUIREMENTS *PER32.7.9.8.A.1. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED 10% OF SITE TO 4,887,126 x HAVE CANOPY 9,439,936 SF 9,439,936 x 0.10 = 943,994 SF 1.25(EXISTING) + COVERAGE 943,993.6 SF 3,616(PROPOSED = 6,112,524 SF ,TH Gf NK W. H C C iII z o l4 01 /21 /20 w�' c� PE AR, m E 0 0 N N N � >E w ai E Lu Q U. o o LL wO af Lu r a� Von LLJ J M �> oN U W N O �x v � = U > QLr) 0 O N c� L M d � CO J O W z 0 d U U) w z O V / w Ln 0 GENERAL NOTES 0 PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT Lu ui 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE w LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. y o NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. Q • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO p BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL cn DATE BE VERIFIED PRIOR TO BIDDING. > • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND 0112112020 VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND 0 r DRAWN BY INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY M. RACHNER STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, • DESIGNED BY TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS • F. HANCOCK AND CONTRACT SPECIFICATIONS. • • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER CHECKED BY AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED • F. HANCOCK PER TEST RESULTS TO ENSURE PLANT HEALTH. • • CONSTRUCTION/INSTALLATION SCALE • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS • AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS w WHICH AFFECTS THE GUARANTEE. Q INSPECTIONS/GUARANTEE 1—I Vl • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE J CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD 1_� PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A Q FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. O • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE LL! FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS Q INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY Q OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND > z THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. Z Q • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR D COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT _j Q Lu OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE U U CERTIFICATE OF OCCUPANCY. Lu • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. I /1 a 0 VJ/ w z DC m W �--� Q o- CD Q U z z o 0 0 Q J O m 0�1 L JOB NO 44523 SHEET NO L2.0