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HomeMy WebLinkAboutSDP202000031 Plan - Other (not approved) 2020-03-23BOYS AND GIRLS CLUB - NORTHSIDE FINAL SITE PLAN SUBMISSION REFERENCE INITIAL SITE PLAN SDP2020-00011 SITE DATA: TAX MAP PARCEL: 06000-00-00-078AO COUNTY OF ALBEMARLE SCHOOL BOARD DB 287 PG 414 PARCEL AREA: 216.69 AC LIMITS OF DISTURBANCE: STORMWATER MANAGEMENT: 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@TIMMONS.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: 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, OPERATION OF BEFORE AND AFTER -SCHOOL CARE PROVIDED ON BEHALF OF A PUBLIC SCHOOL TOTAL IMPERVIOUS AREA (WITHIN PROJECT LIMITS): 2.83 ACRES WETLAND IMPACTS: NO WETLANDS ARE IMPACTED AS A PART OF THIS PROJECT UTILITIES: ACSA PUBLIC WATER AND SEWER PARKING REQUIRED: 1 SPACE / 10 CHILDREN ENROLLED IN MAJOR CLASS/SHIFT CHILD DAY CENTER + 1 SPACE / EMPLOYEE PICK-UP/DROP-OFF AREA MUST BE PROVIDED ON SITE 1 SPACE / (300 STUDENTS / 10) + 1 SPACE / 35 EMPLOYEES 65 PARKING SPACES REQUIRED TOTAL PARKING PROVIDED: 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) Nyjaa1411M M/ 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 COUNTY OF ALBEMARLE, VIRGINIA 1/21/2020 ion W 0 0 1019 Ivy Creek R N E IVY FARM Foundation RIVANNA RID SQUIRREL RIDGE 6s7 IVY RIDGE iaei FOUR SEASO ROSLYN HEIGHTS )E TOWNWOOD Q Albemarle High School SITE LOCATION Commonwealth GEORGETOWN GREEN J B TURTLE CREEK MUNTVUE CONDOS io The Colonnades O i ia7s GREENTREE HESSIAN HILLS CONDOS VICINITY MAP 1" =2000' BR 3 'vineyard vines C 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 - OVERALL C2.1 EXISTING CONDITIONS PLAN - DETAIL C2.2 DEMOLITION PLAN CFCS!C I 4, SEDIMENT CCNTF�CL PLAN P] !ASE I T 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 C7.0 STORM PROFILES C7.1 STORM PROFILES C7.2 UTILITY PROFILES L1.0 OVERALL LANDSCAPE PLAN L1.1 LANDSCAPE PLAN L2.0 LANSCAPE NOTES AND DETAILS L3.0 PHOTOMETRIC PLAN L4.0 LIGHTING CUT SHEETS L4.1 LIGHTING CUT SHEETS U1.0 WASTEWATER PUMP STATION PLAN AND SECTION U1.1 WASTEWATER PUMP STATION NOTES AND DETAILS U1.2 WASTEWATER PUMP STATION DETAILS U1.3 PUMP STATION SITE DETAILS TOTAL = 31 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 g, Q CRrTC W J. KfYFATZSKz Lzc� No. 040204850 5-25-20&I -NAL Pn E O O N � N � Q O > E w °� E U v LL O w O ro � LUUJ <� Uo0 LLJ J - Lh a > o N 0 w N � O Cnaf cn= vN = U Q U. rn O N L d � 00 J S � Q J W H- z � O J a U z U u) W p v7 z ~ O_ w V7 � > 0 W cj� U } z O U 0 N LU O N Q M p N rn 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A w 0 I(-�I V / I..L 0 z j w m w D 2 J O (n U" w � Q w J w 0 COUu J (^� Q V z Cn 0 00 JOB NO. 44523 SHEET NO. C0.0 0 c 0 U O 0 w m 0 2- :3 `o 0 U) Q 0 0 c L 0 Y a 0 0 N O N co N co C O a O a LEGEND ROADS SEWER TRAFFIC STOP BAR ® EXISTING SANITARY SEWER STORM PIPE & STRUCTURE NO. �O DROP INLET & STRUCTURE NO. S-SAN-"--OS 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 S g' W PROPOSED VALVE JUTE MESH DITCH ! g• Wy PROPOSED TAPPING SLEEVE - CENTERLINE OF DITCH T 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 ' / CRITICAL SLOPES 10 PARKING COUNT JUNE 27, 2019 ACSA GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEAD END LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEWER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. 16. ALL WATER LNES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. Albemarle County Engineering Final Plan General Notes Page 1 of 4 ALBEMARLE COUNTY FINAL PLAN GENERAL NOTES 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 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. AlI 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. S. 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). 4" DIAMETER STEEL PIPE FILLED WITH CONCRETE. BOLLARD SHALL BE PAINTED YELLOW 2'-0" DIAMETER 4' CONC. FOOTING PAVEMENT 3.5' sal aa° BOLLARD DETAIL No Scale GENERAL NOTES 1. CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS FOR AS BUILT DOCUMENTATION, AS REQUIRED BY THE LOCALITY. THIS INCLUDES, BUT IS NOT LIMITED TO, TESTING, INSTALLATION DOCUMENTATION, SURVEY, ETC. ALL REQUIREMENTS SHALL BE DISCUSSED WITH THE LOCALITY PRIOR TO THE BEGINNING CONSTRUCTION. 2. ALL MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CURRENT VIRGINIA DEPARTMENT OF TRANSPORTATION'S SPECIFICATIONS AND STANDARDS. 3. PRIOR TO ANY CONSTRUCTION, THE CONTRACTOR SHALL CONSULT THE ENGINEER AND VERIFY THE APPROVAL OF THE PLANS BY ALL FEDERAL, STATE AND LOCAL AGENCIES. 3. LAND USE PERMITS (LUP-A) MUST BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION PRIOR TO BEGINNING ANY CONSTRUCTION WITHIN THE EXISTING STATE MAINTAINED RIGHT OF WAY (INCLUDING ACCESS). 4. VDOT IS TO RECEIVE WRITTEN NOTIFICATION 48 HOURS PRIOR TO COMMENCING WITH INITIAL CONSTRUCTION ACTIVITIES. 5. THE CONTRACTOR SHALL VERIFY THE ELEVATIONS OF ALL POINTS OF CONNECTION OR PROPOSED WORK TO EXISTING CURBS, SANITARY LINES, WATERLINES, ETC, PRIOR TO CONSTRUCTION. 6. UPON DISCOVERY OF SOILS THAT ARE UNSUITABLE FOR FOUNDATIONS, SUBGRADES, OR OTHER ROADWAY CONSTRUCTION PURPOSES, THE CONTRACTOR SHALL IMMEDIATELY CONTACT THE OWNER. THESE AREAS SHALL BE EXCAVATED BELOW PLAN GRADE AS DIRECTED BY THE OWNER'S REPRESENTATIVE, BACKFILLED WITH SUITABLE MATERIAL AND COMPACTED IN ACCORDANCE WITH SPECIFICATIONS. 7. ALL STORM SEWER DESIGN AND CONSTRUCTION TO BE IN ACCORDANCE WITH VDOT STANDARDS. 8. ALL STORM SEWER PIPE SHALL BE REINFORCED TONGUE AND GROVE CONCRETE PIPE IN ACCORDANCE WITH ASTM-C-76. PIPE WITHIN THE RIGHT OF WAY SHALL BE MINIMUM CLASS III OR GREATER IN ACCORDANCE WITH CURRENT VDOT STANDARDS AND SPECIFICATIONS. 9. IF PRE -CAST UNITS ARE TO BE USED, VDOT SHALL BE NOTIFIED AND THE MANUFACTURER SHALL SUBMIT DRAWING DETAILS FOR REVIEW. CERTIFICATION AND VDOT STAMP WILL BE REQUIRED ON ALL UNITS. 10. ALL CONCRETE SHALL BE A3-AE (AIR ENTRAINED 3,000 PSI), UNLESS OTHERWISE NOTED. 11. ALL ENTRANCES ARE TO BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CURRENT VDOT STANDARDS. 12. DESIGN CHANGES, SPECIFIED MATERIALS CHANGES AND/OR FIELD CHANGES FROM THE APPROVED PLANS NEED TO BE RESUBMITTED TO THE ENGINEER PRIOR TO PROCEEDING WITH THE WORK. A LETTER OF EXPLANATION SHALL ACCOMPANY THE REVISED PLANS AND/OR THE DRAINAGE CALCULATIONS, WHICH MUST BE SUBMITTED AND APPROVED BY THE ENGINEER. 13. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES SHOWN ON PLANS IN AREAS OF CONSTRUCTION PRIOR TO STARTING WORK. CONTACT ENGINEER IMMEDIATELY IF LOCATION OR ELEVATION IS DIFFERENT FROM THAT SHOWN ON PLAN. IF THERE APPEARS TO BE A CONFLICT, AND/OR UPON DISCOVERY OF ANY UTILITY NOT SHOWN ON THIS PLAN, CALL MISS UTILITY OF CENTRAL VIRGINIA AT 1-800-552-7001. THE OWNER SHALL BE RESPONSIBLE FOR THE RELOCATION OF ANY UTILITY WITHIN EXISTING AND/OR PROPOSED RIGHT-OF-WAY REQUIRED BY THE DEVELOPMENT. 14. CASING SLEEVES SHALL BE PLACED AT ALL ROAD CROSSINGS FOR GAS, POWER, TELEPHONE AND CABLE TV SERVICE TRUNK LINES. (N/A) 15. THE INSTALLATION OF SEWER, WATER, AND GAS MAINS (INCLUDING SERVICE LATERALS AND SLEEVES) SHALL BE COMPLETED PRIOR TO THE PLACEMENT OF AGGREGATE BASE COURSE. 16. VDOT & ALBEMARLE COUNTY APPROVAL OF CONSTRUCTION PLANS DOES NOT PRECLUDE THE RIGHT TO REQUIRE ADDITIONAL FACILITIES AS DEEMED NECESSARY. 17. VDOT SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER'S REPRESENTATIVE FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 18. A PRIME COAT SEAL BETWEEN THE AGGREGATE BASE AND BITUMINOUS CONCRETE WILL BE REQUIRED AT THE RATE OF 0.30 GALLONS PER SQUARE YARD (REC-250 PRIME COAT) PER VDOT STANDARDS AND SPECIFICATIONS. 19. THE SCHEDULING OF AGGREGATE BASE INSTALLATION AND SUBSEQUENT PAVING ACTIVITIES SHALL ACCOMMODATE FORECAST WEATHER CONDITIONS PER SECTION 315 OF THE ROAD AND BRIDGE SPECIFICATIONS. 20. THE OWNER'S REPRESENTATIVE SHALL HAVE APPROVED THE AGGREGATE BASE COURSE(S) FOR DEPTH, TEMPLATE AND PERFORMED THE REQUIRED FIELD INSPECTION (PROOF ROLL) PRIOR TO PLACEMENT OF ANY SURFACE COURSE(S). CONTACT THE OWNER FOR INSPECTION FOR THE AGGREGATE BASE COURSE(S) 48 HOURS PRIOR TO APPLICATION OF THE SURFACE COURSE(S). 21. A GEOTECHNICAL ENGINEER IS TO ASCERTAIN CAUSE AND CERTIFY RECOMMENDED METHOD OF REPAIR FOR ALL PAVEMENT STRUCTURAL FAILURES PRIOR TO STATE ACCEPTANCE. (N/A) 22. ALL VEGETATION AND ORGANIC MATERIAL IS TO BE REMOVED FROM THE PROPOSED PAVEMENT LIMITS PRIOR TO CONDITIONING OF THE SUBGRADE. 23. CERTIFICATION AND SOURCE OF MATERIALS ARE TO BE SUBMITTED TO THE OWNER'S REPRESENTATIVE FOR ALL MATERIALS AND BE IN ACCORDANCE WITH THE ROAD AND BRIDGE SPECIFICATIONS, AND ROAD AND BRIDGE STANDARDS. 24. APPROVAL OF A DETAILED CONSTRUCTION SEQUENCING/MAINTENANCE OF TRAFFIC NARRATIVE FOR THE WORK ZONE IS A PREREQUISITE FOR ISSUANCE OF A LAND USE PERMIT ALLOWING ACCESS TO AND CONSTRUCTION WITHIN VDOT MAINTAINED RIGHT OF WAY. (N/A) 25. GRADE LINES ON PROFILES DENOTE FINISHED GRADE OF CENTER LINE OF ROAD. (N/A) 26. ALL APPROACH GUTTERS TO SAG INLETS SHALL MAINTAIN A MINIMUM SLOPE OF 0.004 ft./ft. 27. WHERE A TYPE "B" NOSE IS SPECIFIED ON AN INLET IN CONJUNCTION WITH ROLL FACE CURB AND GUTTER OR CG-7, THERE SHALL BE A 20' TRANSITION ON EACH SIDE OF THE INLET. (N/A) 28. CONTRACTOR SHALL PROVIDE A SEQUENCE OF CONSTRUCTION/MAINTENANCE OF TRAFFIC PLAN IN ACCORDANCE WITH THE STANDARDS AND GUIDELINES CONTAINED IN THE 2011 EDITION OF THE VIRGINIA WORK AREA PROTECTION MANUAL FOR REVIEW BY THE ENGINEER, OWNER'S REPRESENTATIVE, AND VDOT PRIOR TO STARTING WORK THAT IMPACTS TRAFFIC ON STATE ROADS. 29. ALL NEW HANDICAP ACCESSIBLE REQUIREMENTS ON -SITE AND WITHIN ALL NEW STRUCTURES SHALL COMPLY WITH THE 2015 UNIFORM STATEWIDE BUILDING CODE, 2015 VIRGINIA CONSTRUCTION CODE, AND 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. 34. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERING DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. ALBEMARLE COUNTY ENGINEERING 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:OOAM TO 9:OOPM. 15. BORROW, FILL OR WASTE ACTIVITY SHALL BE CONDUCTED IN A SAFE MANNER THAT MAINTAINS LATERAL SUPPORT, OR ORDER TO MINIMIZE ANY HAZARD TO PERSONS, PHYSICAL DAMAGE TO ADJACENT LAND AND STRUCTURES/IMPROVEMENTS, AND DAMAGE TO ANY PUBLIC STREET BECAUSE OF SLIDES, SINKING, OR COLLAPSE. 16. THE DEVELOPER SHALL RESERVE THE RIGHT TO INSTALL, MAINTAIN, REMOVE OR CONVERT TO PERMANENT STORMWATER MANAGEMENT FACILITIES WHERE APPLICABLE ALL EROSION CONTROL MEASURES REQUIRED BY THIS PLAN REGARDLESS OF THE SALE OF ANY LOT, UNIT, BUILDING OR OTHER PORTION OF THE PROPERTY. 17. TEMPORARY STABILIZATION SHALL BE TEMPORARY SEEDING AND MULCHING. SEEDING IS TO BE AT 75 LBS/ACRE, AND IN THE MONTHS OF SEPTEMBER TO FEBRUARY TO CONSIST A 50/50 MIX OF ANNUAL RYEGRASS AND CEREAL WINTER RYE, OR IN MARCH AND APRIL TO CONSIST OF ANNUAL RYE, OR MAY THROUGH AUGUST TO CONSIST OF GERMAN MILLET. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 18. PERMANENT STABILIZATION SHALL BE LIME AND FERTILIZER, PERMANENT SEEDING, AND MULCH. AGRICULTURAL GRADE LIMESTONE SHALL BE APPLIED AT 90LBS/1000SF, INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. FERTILIZER SHALL BE APPLIED AT 1000LBS/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95% KENTUCKY 31 OR TALL FESCUE AND 0-5% PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 80LBS/100SF. ALTERNATIVES ARE SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES SHALL BE INSPECTED WEEKLY AND AFTER EACH RAINFALL EVENT. ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES SHALL BE REPAIRED IMMEDIATELY. SILT TRAPS SHALL BE CLEANED WHEN 50% OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS SHALL BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH COLLECT SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION, WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. 21. THIS PLAN SHALL BE VOID IF THE OWNER DOES NOT OBTAIN A PERMIT WTIHIN 1 YEAR OF THE DATE OF APPROVAL. (WATER PROTECTION ORDINANCE SECTION 17-204G.) 22. PERMANENT VEGETATION SHALL BE INSTALLED ON ALL DENUDED AREAS WITHIN NINE (9) MONTHS AFTER THE DATE THE LAND DISTURBING ACTIVITY COMMENCED. (WATER PROTECTION ORDINANCE SECTION 17-207B) DETENTION PIPE MAINTENANCE Inspection Activities Suggested Schedule • Aller several storm events or an extreme storm event, inspect for: signs of clogging of the inlet or outlet structures and sediment accumulation. As Needed • Inspect for: trash and debris; clogging of the outlet structures and any pilot channels; excessive erosion: sediment accumulation in the basin and inlctloutict structures. tree growth on dam or embankment: the presence of burrowing animals; standing water where there should K� Semi-annually none, vigor and density of the grass turf on the basin side slopes and floor. differential settlement. cracking; leakage: and slope stability. • Inspect that the outlet structures, pipes, and dow-nstrcam and pilot channels are free of debris and arc operational. • Note signs 01 pollution, such as oil sheens, discolored water. or unpleasant odors. • 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 outlets Monthly or as needed • Clean and remove debris from inlet and outlet structures. • Repair damage to inlet and outlet structures, control gates, valves, or other mechanical devices; repair undercut or eroded areas. As Needed • Monitor sediment accumulations, and remo%a sediment %%hen 1)kmd volume has become reduced significantly. As Needed NYLOPLAST DRAIN BASIN MAINTENANCE 4,npr ADVANCED DRAINAGE SYSTEMS. INC. N J loplast®C-11 Tomorrow'. Drainage System Today Nyloplast Drain Basin Maintenance Considerations Background: The Nyloplast Drain Basin is an engineered PVC surface drainage structure. These drain basins are custom manufactured according to the plans/takeoff specified by the site engineer. Nyloplast Drain Basins have a quick production time, creates water tight connections, and provide simple and quick installations. Installation shall be in accordance with Nyloplast installation procedures and those issued by local building/construction regulations. The required minimum sump located in the typical installation is for manufacturing purposes. Due to these manufacturing restrictions, the sump may collect sediment over time and the structure could require some maintenance. Maintenance Recommendations • Over the span of the first year of a new installation, visually inspect each basin every 2 months or after 2 storm events once the site has stabilized. • Check for obstructions and debris at the openings of the grate and remove as needed. • After cleaning the surface of the grate, remove the grate from the frame. • Once the grate is removed from the frame, check for obstructions and debris inside the basin (including the sump and inlet and outlet pipes) and clean out as needed. • A vacuum truck is best for the removal of debris when necessary. After the collection of the debris, it shall be disposed of according to the local environment requirements. • After the maintenance or inspection of the structure completed, set the grate back in the frame so it sits flush and does not rock. • Once the monitoring period is over, it is best to continually schedule maintenance based on the amount of debris or sediment that accumulates over time. ," "Ploo Y� Q CMG W J. KO"TARSKI Lic. No. 0402048507 m 5-25-20� JIALi M >_ 0 rn o N N � > E LUE W U Q �! u_ o u_ L Ld 0 n3 W M Qa _5U 00 w J N - 1) d � p N U' LU N � Q x O Q C2 Q � w = U > Q �Lri rn O N � M a� CO J CD LU (A Z 0 z Q a w F_ z � 0 J 0 Q � z U to w o F_ z z 0 w U > 0 w cj� U F_ z Z) 0 U 0 N W 0 N Q M 0 N 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N.A. LU 0 l� Z 0 z U) J z < LU J O U " Q LU V) Q 06 J w LU J l� Q O � z 0 z Q V J 0 m JOB NO. 44523 SHEET NO. C1.0 L m *THE DEPTH OF CURB MAY BE REDUCED AS TOP OF CURB MUCH AS 3" (13" DEPTH) OR INCREASED AS 2 r 5 6 2" R �4 ° MUCH AS 3 (19 DEPTH) IN ORDER THAT THE BOTTOM OF THE CURB WILL COINCIDE WITH ° °, TOP OF CURB CONCRETE a CONC CURB AND GUTTER CLASS 3A, (f'c=3,000 PSI) CONCRETE r�IO��00 s r � tv THE TOP OF A COURSE OF THE PAVEMENT D ° � ° ° SURFACE � 6" SUBSTRUCTURE. OTHERWISE, THE DETH IS TO BE 16 AS SHOWN. ° �� ° o SURFACE \ \ \ ����� ° a \/\/\ ° m BASE METAL INSPECTION FRAME W/ SOLID LID EXIST GRADEt(NEENH R-1975 OR EQUIVALENT) " CONCRETE COLLAR / j 8 1":1' Ei4(12048507 12 ��j��j�°a ° \ \ \ ° ° a ^ RUSHED STONE BEDDING J a 13 \ °a ° ° 7" COMPACTED jc, No. �. m —25-2Oo BASE D ° ��\�\ I CLEANOUT SUBGRADE ° ° `10,T",A�,y,� ° ° p/�fY/��yp,' 4� VDOT A-3 CONCRETE SUBBASE) \ a o SUBBASE PLUG AT END o o CONTINUE 21 B STONE r OF LINE 4" MIN. o o o BASE FROM ADJACENT CONTINUE STONE BASE 6 CONTINUE 21B STONE BASEN PAVEMENT SECTION /V /\ V /V /V /V /V /V /V /V /\ UNDER CURB o o u FROM ADJACENT PAVEMENT FROM ADJACENT PAVEMENT LI�Xlll\� 6" 6" 2'-0" N E SECTION UNDER CURB SECTION UNDER CURB � w E W > 3 z VDOT STANDARD CG-3 FLUSH CURB CLEANOUT DETAIL VDOT STANDARD CG-6 CURB & GUTTER Q � No Scale No Scale No Scale No Scale LL o o 0 w R= /a° 4„ EXISTING PAVEMENT PROPOSED PAVEMENT 1 CONTROL JOINT SPACED TOP OF CURB R=2 w U O 0 v� J *THE DEPTH OF CURB > SAWCUT THROUGH d MATCH EX. CROSS ` AT WIDTH OF WALK (MAXIMUM) ° ,° p° a ° I� / / �� �� ° MAY BE REDUCED AS MUCH AS 3" (15" a o N z �, �, a ~" Q z NOTE: PROPOSED EX. SURFACE w SLOPE UNLESS OTHERWISE PAVEMENT MUST TIE U COURSE X IN WITH EXISTING X w SPECIFIED ON PLANS 1 b ° a °° ` °a /a ° ° ° ° EXPANSION JOINT AT MAX a ° a OF 30', WITH PREMOLDED a a � ����� a 6 ��\��\� a DEPTH) OR INCREASED AS MUCH +, � �� � p `„ x L U Ln o w & REMOVE PAVEMENT PAVEMENT 2' MIN. SURFACE PROPOSED EXPANSION FILLER CONC. WALK °°AS ///x / ° SURFACE 18 „* j\� j\� j o VDOT A-3 CONCRETE ORDER THAT PTHE IN BOTTOM OF THE CURB WILL COINCIDE > Q ,1; N zp in w Lu � 0 2" + COURSE — a \//�\//�\ BASE ��/ ° WITH THE TOP OF A m EXISTING a°, d a a s a a d a a° a°/\�/\� CONTINUE 21 B STONE ° a BASE FROM ADJACENT COURSE OF THE 00 PAVEMENT ° ° a ° ° ° a a a //\//\/ ° PAVEMENT SECTION ENT ~ UNDER CURB SUBSPAVETRUCTURE. OTHERWISE, THE O u M MILL EX. SURFACE COURSE BASE COURSE o 0 0 0 0 0 o UB BASES o SDETH IS HOWN.TO BE 18" AS � � � � � � � � � � � � � � � � � � � � � � SAWCUT EX. EDGE OF PAVEMENT AGGR. COURSE / , / / / /i�/ /�/�/�/�/�/�/�/�/�/� /�/�/�/�//� COMPACTED SUBGRADE 4" 21-B STONE _ 0 PAVEMENT REPLACEMENT JOINT DETAIL CONCRETE SIDEWALK JOINT DETAIL VDOT STANDARD CG-2 CURB No Scale No Scale No Scale 0 Lu wLu 0 N N 6' LENGTH = Q M 0.5' FROM EP Q M CONCRETE BUMPER BLOCK 1.5" DIA. GALV. 5„ z o ANCHOR WITH 5/8" REBAR IMBEDDED 24" IN GROUND HANDICAP SIGN I� �I NOTES: o 0 0 0 o0U 2" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A o 0 0 0 0 0 0 (PLACED IN SINGLE LIFT) _� DATE 0112112020 LOCATION (VAN) HANDICAP SIGN 1. PROVIDE SHOP 0 DRAWN BY r LOCATION (TYP.) DRAWINGS FOR o 0 0 0 0� o 0 0 0 0 0 0 8" TYPE 21 B AGGREGATE BASE COURSE } HANDRAIL FOR o 0 0 0 0 0 0 K. MELLON o r o REVIEW PRIOR TO CONSTRUCTIONS // // // // // // ////\//\\//\\//\\//\\//\\//\\//\\//�/ \\/\\\\\\\\\i\ \\\\\\\\\\/\/\/\/\/\/\/\/\/, //�///i./� COMPACTED SUBGRADE DESIGNED BY EOP FACE OF 2. RAIL ON BUILDING • CURB PAINTED 2% MAX. 18 18 SIDE OF RAMP TO 3'-0 ANCHOR WITH 5/$" REBAR • K. MELLON PER BE MOUNTED TO IMBEDDED 24" IN GROUND; DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS yr4„ VDOT I 4" BUILDING FACE. 2 PER WHEEL STOP • CHECKED BY SPEC. PAINTED STRIPE 4" MAX • C. KOTARSKI (TYPICAL) g' S' g' g' 8' _, g' i_ SL P AS SHOWN IN PLAN MAX, 1: 12 SCALE PRECAST CONCRETE WHEEL STOP LIGHT DUTY ASPHALT PAVEMENT SECTION TYPICAL VAN a a ° °< • No Scale No Scale ACCESSIBLE ACCESSIBLE ° 4 ° ° • HANDICAP SPACES REGULAR SPACE a ° a • 2" ASPHALTIC CONCRETE SURFACE - — — COURSE - SM-9.5A —III III III— � I I III � I I I - a ° a °6 3" INTERMEDIATE BASE COURSE - BM25.OA TYPICAL PARKING SPACE DETAILS III MAX 6' — Q° ° ° ° d EP/ FC o 0 0 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE No Scale TOR AS SHOWN IN PLAN. SLOPE NOT TO EXCEED 1:12� WHEN ALONG SIDEWALK S I G NAG E NOTES: CORE DRILL CONCRETE FOR w HANDRAIL POST, EMBED HANDRAIL A a 6" COMPACTED SUBGRADE 0 1. ALL SIGNING AND PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH MINIMUM OF 6" BELOW FINISHED THE MOST CURRENT EDITION OF EACH OF THE FOLLOWING AND ANY GRADE AND GROUT TO THE FULL EP/ FC I —I r ^ REVISION THERE TO: A. MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. DEPTH OF EMBEDMENT (TYP.) 1' OR AS SHOWN ON PLAN DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS _7D V 1 Z B. THE VIRGINIA SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC WHEN NOT ALONG SIDEWALK CONTROL DEVICES. C. THE VIRGINIA DEPARTMENT OF TRANSPORTATION ROAD AND BRIDGE SPECIFICATIONS. ADA RAMP AND HANDRAIL DETAIL CURB WIPE DOWN DETAIL HEAVY DUTY ASPHALT PAVEMENT SECTION O No Scale No Scale No Scale D. THE 2000 INTERNATIONAL FIRE CODE. z N 2. SIGN LOCATIONS ARE APPROXIMATE AND ARE TO BE MODIFIED IN THE EXPANSION JOINT WITH FIELD TO AVOID CONFLICT WITH UNDERGROUND UTILITIES OR OTHER PREMOLDED EXPANSION 1/4" SEALANT j _j J CONSTRUCTIONS, AND TO COMPLY WITH STANDARDS REFERENCED IN NOTE 1 ABOVE. FILLER, "ZIP STRIP" OR NON -SLIP BROOM FINISH 3. ALL SIGNS AND PAVEMENT MARKINGS ARE TO BE FURNISHED AND NOTES: 1.5"DIA GALV. 1. FINE BROOM FINISH ALL STAIRS. RAIL 12" MIN TYP EQUIV., SEAL WITH WWF 6x6 W2.9xW2.9 SILICONE SEALANT � 2�� Z J � W VA. SIGN FOR THE DISABLED ON 0.80 GAUGE INSTALLED BY THE CONTRACTOR. ALL SIGNS TO BE FURNISHED AND (. ) 2. RAIL ON BOTH SIDES OF STEPS (TYP.) ALUMINUM. COLORS: GREEN BORDER & ° U 0 INSTALLED WITH STANDARD U POST GALVANIZED BY THE CONTRACTOR. (IF NOTED) LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, ° a 10" 3,000 PSI AIR ENTRAINED PORTLAND °° °a U 3. SEE PLAN FOR RISER HEIGHT 4. MAX. CENTER TO CENTER SPACING WHITE BACKGROUND. a ° ° ° ° a ° CEMENT CONCRETE Q 06 24" BETWEEN STAIR POST TO BE 6'. RESERVED RESERVED SIGN o 0 0 0 0 0 0 0 6" TYPE 21A STONE COVER J SOLID WHITE LINE (TYP.) ADD CENTER POST IF NECESSARY T-0" TO MAINTAIN MAX. SPACING (TYP.) EXP. PARKING PARKING �� STD. U POSTSTOP GALVANIZED / X/�////\�j� COMPACTED SUBGRADE (CBR 11.2) w J I —I Q W 12' JOINT FINISHED 12" MIN — O z GRADE DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS 0 STD. (VARIES) (TYP.) 12" CONCRETE R1-1 (TYP. 3'-0" °a ffikn pmn z STOP BAR DETAIL 1/2" R ' ' $100 - $500 PINE NO-$500FNE 6' HEAVY DUTY CONCRETE SECTION Q NOTE: STOP SIGNS TO BE 30" WITH (MAX.) ° o o o TOWAwaYZONE TOW AWAY ZONE No Scale HIGH INTENSITY SHEETING NO SCALE f FINISHED ° 1/8" "� POST TO BE rr ^^ V J ` GRADE WASH 1'-4" VAN DRIVEN VARIABLE WIDTH' r ° EXP. 8 CORE DRILL CONCRETE FOR 6' ABOVE ACCESSIBLE 6' ABOVE FINISHED FINISHED NON -SLIP BROOM FINISH MAX. CROSS SLOPE 2% O SOLID WHITE LINE JOINT ° 0 5„ HANDRAIL POST, EMBED 1/8" HANDRA° MINIMUML A GRADE GRADE MM W a a Xx /\�/\/// a a BELOW FINISHED SHEDGRADE AND WASH GROUT TO THE FULL DEPTH SPACES SHALL BE IDENTIFIED BY ABOVE GRADE \\ O O O O O O O O O O O O O\\ OF EMBEDMENT (TYP.) SIGNS AS RESERVED FOR PHYSICALLY DISABLED PERSONS. PROVIDE ONE R-7-8 \//�//�/ /4" 6' ° 8" 5" # 57 STONE #3 REBAR (12" O.C.) ( (1) SIGN AT EACH PARKING SPACE INDICATED ON 3,000 PSI AIR -ENTRAINED CONCRETE 4 SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED 1'-0" 9 ° ° ° (2) #5 REBARS, BOTTOM CONTINUOUS, WHITE) WITH GREEN LETTERS AND COMPACTED SUBGRADE 4" TYPE 21 B STONE 2' 2' LAP 2-2AT SPLICES 3" ' " INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL BE PLACED ON STEEL POST 1-1/2" O NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN (TYP.) (TYP.) COMPACTED SUBGRADE PAINTED BLACK SET IN MIN. 2' OF CONCRETE. ACCORDANCE WITH VDOT STANDARDS.3"'-4" =,, JOB NO. 44523 CONCRETE SIDEWALK PAVEMENT SECTION STRIPING AND SIGNAGE DETAIL EXTERIOR STAIRS ADA PARKING SIGNS SIGN AND POST DETAIL SHEET NO. No Scale C1.1 No Scale No Scale No Scale No Scale L 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL SEWER SERVICE LATERAL CONNECTION NOTES: 1. WHERE A SEWER SERVICE LATERAL CONNECTS TO A MANHOLE PLACE 5' GALVANIZED WITNESS " POST WITH AND NO INVERT ELEVATION FOR THE SERVICE LATERAL IS ° OO ° CAPPED ENDS PAINTED BLUE IN REMOTE AREAS NOTE: HYDRANT MUST BE 1" TYPE •K O AS DIRECTED. MARKER LOCATION MAY BE SUBJECT EQUIPPED WITH CHARLOTTES - INDICATED , THE TOP (CROWN) ELEVATION OF THE SERVICE SOFT COPPER I TO HIGHWAY DEPARTMENT APPROVAL. VILLE THREADS WHICH IS LATERAL PIPE SHALL BE AT LEAST 0.2' HIGHER THAN THE FOR USE ON ATTACHED SINGLE FAMILY NOTE, MIN, 60' DIAMETER MANHOLE"d- THE LOCAL STANDARD. TOP (CROWN) ELEVATION OF THE THE LOWEST PIPE CONNECTED SVICES OR DUAL RESIDENTIAL REQUIRED, IRRTO THE MANHOLE. 1 © ° 1 "x1•x1" TEE LENGTH OF BRANCH VARIES 2. SEWER LATERALS TAPPED INTO AN EXISTING SEWER MAIN SHALL H.H, STEP FINISHED GRADE cTrP,> ° DROP MANHOLE PVC CRASS � 6' MIN , ° 4 (270'} 2 TO 10' BE CONNECTED USING A PIPE SADDLE. USE APPROVED FLEXIBLE RUBBER 3. MINIMUM GRADE FOR SEWER SERVICE CONNECTION SHALL BE 2% Q ❑ �p ❑ a 2' o 1 0= ,11'' 18 -22 (1/4" PER FOOT) � a 7 CU. FT. VALVE BOX NO SWEATED FITTINGS I/ T A 4. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER 2' MIN III`- DIAMETER OF 4". � t� QGp�� ADJUSTABLE TRAFFIC RATED #68 STONE DUAL SERVICE s' _ GASKETED o VALVE BOX W/ LID FL A STOP COUPLING5. ALL SEWER LATERALS SHALL HAVE A MINIMUM COVER o� z U 1" COMPRESSION x 3/4' MALE PIPE COUPLING 4 " OF 3 FEET. OR APPROVED EQUAL I� - 27" ,::;. I 42"MIN '"' '' �' 6 GATE ''�' DROP PIPE � °, �r VALVE 1" TYPE "K' PIPE STRAPS ''' 9� I . „ 72x SOFT COPPER (STAINLESS STEEL) Z N ° " 8" X 6 r-r SPACED EVERY `:•'•• '' ' TEE FINISHED GROUND 2' VERTICALLY ' : ., " ,� MARKER ° O ° a a 90° RESTRAINED BEND t d 2500 P.S.I. CONCRETE ;p r °� FOR USE ON DETACHED SINGLE FAMILY {{ RESIDENTIAL SERVICE WHERE AN IRRIGATION : f SEWER BASE AND THRUST ;� ,.• i , METER IS NOT PROVIDED. INFLUENT D BLOCK AGAINST r ei.'�•i, 4 . PIPE UNDISTURBED STABLE SINGLE SERVICE 4 4 . • Dv •° ° - - M.J. GATE VALVE SOIL. STEEL PILE a MAIN > > 1) SADDLES SHALL BE USED ON PVC PIPE, v ' 4 W 4 a 4 ' ' 4 a d • ' PIPE ER WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS CAST IRON LID PLAN - - _ - - A HYDRANT IS LOCATED IN A FILL, IN ADDITION FINISHED GRADE TO POURING CONCRETE, A STEEL PILE SHALL PLUG END OF r I I I 1 11 issr BE USED AS ADDITIONAL SUPPORT. MAIN LINE SERVICE LATERAL 12"--15" PROFILE SECTION BALL EKtNNG METER MIN, 6' BEDDING WITH NO. 68 STONE WATER LINE 45'0' O" yALVE Box i� u7LET) 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO d ►0 N OTE : 38" MIN. COPPERSETTER (2) FEET. ` _ /8 BEND COUPLING . I IS, 2. VERTICAL DROP PIPE SHALL BE STIR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. - THE DROP FITTING WITH STANDARD GASKETJOINT. 2500 P.S.I. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT CONCRETE 8 d 2'x 2' BEARING AREA. ( INCLUDING DITCHES ) MAR 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF THRUST BLOCK 4 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND STAINLESS STEEL. c. VALVE BOX. BRICK AS CORPORATION STOP ;�r ;' < 4. SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. u, �� �:•:r �•, NECESSARY G Q IT IS NOT ALLOWED IN THE DITCH. IN LINE WYE-TEE TO SPRING LINE OF MANHOLE INVERT. ° n 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP �'"•"c �•'' •-` ' SAND OR DUST UNDER ath' s w; i; {?',•rt 4" DIAMETER DRAIN PIPE, 12" a HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION. IF PLAN BOX AND SETTER (2-INCH is�:z:n`r,}__:.�• .,:;.ji i;l LONG STONE POCKET, VDOT S. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW. a REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE MINIMUM THICKNESS) :';tie:, �I�1�;4 �?, ..,,,:N SPEC. 203, NO. 57 AGGREGATE VARIES 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. pp 7 MINI 8'UDM 72" DIAMETER MANHOLE AMETEK DROP ON pN REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL SERVICE LATERAL INSTALLATION L SEWER SERVICE LATERAL CONNECTION (5/8" 8c 1)) METERS) STANDARD INTERNAL DROP CONNECTION TYPICAL GATE VALVE TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S. N.T.S. NTS N.T.S. NTS FIG W-4 FIG. S-2 FIG. W-6A FIG. W-5 FIG. S-1-C2 i 1 X METER SIZE DIMENSION A DIMENSION B DIMENSION C 1 112, 3'1' 5'0' 3'8' 2' 3'1' 510, 3'8' 3' 5' MIN, 10' MIN, ' 4' 1 5' MIN, 1 12' MIN, GREATER THAN 4' PROPOSALS WILL BE SUBMITTED, DOOR HINGES 1 I I I I I I I I I I I I LIFT HANDLE I ----------------- TYPICAL METER VAULT MT.S. FIG, W-7A REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL 36"MIN LARGER THAN 5" IN ANY DIMENSION 24"MI INTIAL BACKFILL* 8"MIN (6" LIFTS) EMBEDMENT * THOROUGHLY COMPACTED SPRING LINE BY HAND OR APPROVED OF PIPE O MECHANICAL TAMPER HAUNCHING SIDE VIEW N0. 68 STONE - - BEDDlNG 6" max 4" m i n FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE ALL PIPE) NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 75' DIAMETER DRILLED 2. FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED IDLE FOR TOUCH READ !NITS, AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED TOP VIEW 3.WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO. 68 STONE ' 3" DIAMETER FLAT BEARING SURFACE UNDERNEATH 24' X 36' ALUMINUM ACCESS TYPICAL SEWER PIPE HATCH INSTALLATION IN TRENCH NTS FIG. S-3 SL-1 A L :: BARS 0 8" C-C TYP. I I I I I A B I I 30" DIAMETER J_ I I I I FT iii T T T I -I TT D SIZE PLAN WALLCTURE TH THICKNESS VNARIES PLAN -CLASS A3 CONCRETE SECTION A -A NOTES: 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED IN THE PLANS ON THE DRAINAGE SUMMARY SHEET AND/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES, JUNCTION BOXES, AND DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET, THE SPACING OF ADJACENT SAFETY SLABS SHALL BE W TO 12' WITH NO SAFETY SLAB LOCATED WITHIN 6 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PIPE OF 30" DIAMETER OR GREATER. 2. THE COST OF THE SL-1 IS INCLUDED IN THE COST OF THE STRUCTURE. 3. ACCESS OPENINGS ARE TO BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPLICABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. 4. SAFETY SLAB MAY BE CAST -IN -PLACE OR PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE A4 (4000 PSI). REINFORCING STEEL TO BE IN ACCORDANCE WITH AASHTO M31. 5. ACCESS OPENINGS MAY BE 30" DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30" LONG). #5 BARS 0 8" C-C TYP. CLASS A3 CONCRETE SECTION B-B B SEE CAST IN PLACE DRAWINGS FOR FURTHER DETAILS # 5 BARS 0 8" C-C TYP. TYPICAL PRECAST UNIT �� TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION ROAD AND BRIDGE STANDARDS MANHOLES AND JUNCTION BOXES SHEET 1 OF 1 REVISION DATE 302 106.14 VIRGINIA DEPARTMENT OF TRANSPORTATION FE-CL NOTES ATTACH FENCE FABRIC SEE GENERAL NOTES -FENCING FOR ADDITIONAL DETAILS TO TENSION WIRE WITH AND INSTRUCTIONS TOP AND BOTTOM SELVAGE TO BE HOG -RINGS APPROX. A MOISTURE -EXCLUDING CAP IS REQUIRED ON TUBULAR BARBED. TENSION WIRE #7 GAUGE 24" C-C POSTS. GALVANIZED COIL SPRING 5 1 + MATERIAL FOR CAP SHALL CONFORM TO THE ALLOWABLE WIRE STRETCHED TAUT - TYPES FOR OTHER LISTED FITTINGS. •°.°.lrTIES e - �♦ii00i1 �'♦°0'°i° • _ CLIPS00110 I °♦i•i°'.iO°.ii°'.ii°.iip'.ip'.ip'.iy'° O°i000ppp�11 , GAUGE X 1" ♦♦♦♦♦�,r�♦♦♦���♦ TO • °♦°�°�°�°�°�°�°�°III < ATTACH FABRIC 00000000BAND TO POST WITH QD 00.010000. • • . O°OOOOpp1� �000'i'i i0'i'i l '. • .0'il 4.:.�. °°° i°i°i°il�°OOOi 1 °°°♦ ...♦ Oi°OOi�� •�i! POST GROUNDROD TRUSS .. LINE POST LINE POST- END/C RNER POST- M • •101- . 1 1 f TYPICAL SPACING BETWEEN ALL LINE POSTS. POST TYPE MINIMUM PIPE SIZES O.D. LINE POST 2.375" END/CORNER POST 2.875" GATE POST (SINGLE SWING) w _< 6ft. 2.875" GATE POST (SINGLE SWING) w > 6ft. 4.00" GATE POST (DOUBLE SWING) 2.875" BRACE 1.66" GATE FRAME CORNER BRACE - TO BE USED WHEN HORIZONTAL ALIGNMENT CHANGES 150 OR MORE. LINE BRACE - TO BE USED WHEN VERTICAL ALIGNMENT CHANGES 15' OR MORE END/ CORNER POSTS SHALL BE USED WITH ALL LINE AND CORNER BRACES BRACES SHALL BE INSTALLED HALF THE HEIGHT ABOVE THE GROUND LINE OF THE POST WHEN A TOP RAIL IS USED, OR TWO THIRDS THE HEIGHT ABOVE THE GROUND LINE WHEN A TENSION WIRE IS USED IN LIEU OF A TOP RAIL. CHAIN LINK FENCE GREATER THAN 6 FEET IN HEIGHT SHALL BE SUBMITTED TO THE STANDARDS & SPECIAL DESIGN SECTION FOR APPROVAL. GATE POST 1 MIN. O.D. A �� -GATE POST I o r, ROUND ROD:�II GROUND LINE M n L�' VAR. 3',5',6_ �Ih� CONCRETE FOOTING --•I �-14 14 ->••I �- SINGLE SWING GATE GATE POST GROUND LINE M HI.IMVM JYHI,IIVV fSC wCCIV 6R Hl,CJ - r CONCRETELI MIN. ; (q��I toII II FOOTING ROUND ROD '.III ALTERNATE ANCHOR DEVICES U "� n ,U.' �d MAY BE USED IN LIEU OF SETTING POST IN CONCRETE. VAR. 10',12',14' DEVICES SHOWN ARE REPRESENTATIONAL ONLY. 12 12" SEE GENERAL NOTES. �j DOUBLE SWING GATE ALTERNATE ANCHOR (TO BE USED WHERE SWINGING CLEARANCE IS LIMITED) DEVICES XV DOT STANDARD FENCE SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 OF 1 REVISION DATE CHAIN LINK 242 503.04 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION 507 Static Residual Hydrant I\ I' 1 AlbelllorliliCOYIIfr Hydrant Flow Date of Report ServiceAuth�rity 10/16/2019 'm9"°" -*'9 Test Report 168 Spotnap Read Charbttesvdle. VA Mill (430) 9"ASI I Location LAMBS LN Date and Time of Test 10/16/2019 10:53:00 AM Minutes of Flow 2 Pipe Size (Inches) 8 Pressure Hydrant 11653 Static Pressure (psi) 106 Residual Pressure (psi) 91 El Q20 Looped L7 Q20 Multiple Inline Hydrants W Q20 Single Flow [-]Sprinkler Test Single Flow Flow Hydrant #1 11654 Pitot Pressure #1(psi) 53 Yellow 1 V Test Flow 1 1223 Flow Hydrant #2 Pitot Pressure #2 (psi) Yellow 2 Test Flow 2 0 Flow Hydrant #3 Pitot Pressure #3 (psi) Yellow 3 Test Flow 3 0 Total Estimated Flow (gpm) 1223 AW WA Q20 Calculation (gpm) 3140 (No value in Q20 indicates insufficient pressure drop for Q20 OR a sole sprinkler test.) Comments Hydrants opened all the way For method of calculating pitot Row with a red Pollard diffuser: see eq, 13, Walski and Lutes article 1990 Journal Management and Operations AW WA. For yellow Pollard diffusers, a best fit third order polynomial equation of the Pollard flow vs. pitot pressure gauge is used. Estimated Consumption (gal) 2446 For use for water audit Signature of Tester: 60M Flow Hydrant 1165 - Utilities, structures, lot lines, and all appurtenances indicated on this map are intended for general layout and reference location only. This printout is not intended for any other use than for preliminary N planning and general location purposes. The utilities shown on this map are believed to be accurate, however, recent utility improvements and/or system changes may have been updated since the W E time of this printout. Any determination of topography or contours, or any depiction of physical improvements, property lines or boundaries is for general information only and shall not be used for the design, modification, or construction of improvements to real property or for flood plain determination. S Contact ACSA directly for specific utility locations. Aerial Imagery O Commonwealth of Virginia 0 60 120 180 240 Planimetric Data Property of County of Albemarle Feet ACSA Staff MM/DD/20YY / CSA Hydrant nService, Ownership Not In Service, ACSA Owned Not In Service, Private Ownershi In Service, Private Ownership 52 8 * In Service, ACSA Owned ' ACSA Fire Line WSA Water Main 6 tility Type -- Potable Water Raw Water Mem0Comfy Service Auth,rity .rlSVPk3 � �.G:C,Clyln9 �- �10 O I w Q CD. JG W J. KOT. RT KI I,ic, No. 0402048507 k5-25-20 irAL t'Sa M >_ 0 0 N � > E LU N Q N 3 �! O LU LL L W 0 CIf Q W U � J W J - 111 r"1 a> or❑'`l U LU N Z 0 X < OC ai < C) = � c U j F_ a c Lr) O rnN Ill M a � CO J �LU I- 0 N W 0 N 0 r-4 M 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE W 0 fly VT/ i O z M j J z r JO w Uu ID LU 06 J G U) LU w m J fly a 0 (D z 0 z O C0 JOB NO. 44523 SHEET NO. C1.2 L NYLOPLAST 18" DRAIN BASIN: 2818AG _ _ X (1, 2) INTEGRATED DUCTILE IRON FRAME & GRATE TO MATCH BASIN O.D. MINIMUM PIPE BURIAL DEPTH PER PIPE (3) VARIABLE INVERT HEIGHTS MANUFACTURER AVAILABLE (ACCORDING TO RECOMMENDATION PLANS/TAKE OFF) (MIN. MANUFACTURING REQ. SAME AS MIN. SUMP) (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: 4" -18" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC 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. (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS (6" MIN. BASED ON MANUFACTURING REQ.) \ 4" MIN THE BACKFILL MATERIAL SHALL BE CRUSHED STONE OR OTHER GRANULAR MATERIAL MEETING THE REQUIREMENTS OF CLASS I, CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 1899CGP 7001-110-212 STANDARD MEETS H-20 1899CGS 7001-110-213 SOLID COVER MEETS H-20 1899CGC 7001-110-214 DOME NIA 1899CGD 7001-110-215 DROP IN GRATE LIGHT DUTY 1801 DI 7001-110-074 0 0 0 0 0 0 0 0 0 0 0 o eor�- } w�wsiewArEHw, o o 0 0 0 0 0 0 \o 0 o . o 1899CGP APPROX. DRAIN 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) NYLOPLAST 24" DRAIN BASIN: 2824AG _ _X 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 II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. GRATE OPTIONS LOAD RATING PART # DRAWING # PEDESTRIAN MEETS H-10 2499CGP 7001-110-216 STANDARD MEETS H-20 2499CGS 7001-110-217 SOLID COVER MEETS H-20 2499CGC 7001-110-218 DOME N/A 2499CGD 7001-110-219 DROP INGRATE 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./NAME 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-12/RANCOR 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-12/HANCOR 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 18 IN 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 NO. 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 NO.7001-110-012. IS FORBIDDEN, EXCEPT BY SPECIFIC WRITTEN PERMISSION FROM NYLOPLAST. @20-3 NYLOPLASr DWG SIZE A SCALE 1:30 SHEET 1 OF 1 DWG N0. 7001.110.191 REV E PERMISSION FROM NYLOPLAST. ©2010 NYLOPLAST DWG SIZE A SCALE 1:10 SHEET 1 OF 1 DWG N0. 7001.110.212 REV C PERMISSION FROM NYLOPLAST. 02013 NYLOPLAST DWG SIZE A SCALE 1:40 SHEET 1 OF 1 DWG N0. 7001.110.192 REV E NYLOPLAST 12" DRAIN BASIN: 2812AG _ _ X 1201 DI NYLOPLAST 15" DRAIN BASIN: 2815AG _ _ X APPROX. DRAIN AREA = 39.75 SO 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 8 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, ti CLASS II, OR CLASS III MATERIAL AS DEFINED IN ASTM D2321. BEDDING & BACKFILL FOR SURFACE DRAINAGE INLETS SHALL BE WATERTIGHT JOINT MANUFACTURING REQ.) PLACED & COMPACTED UNIFORMLY IN ACCORDANCE WITH ASTM D2321. (CORRUGATED HDPE SHOWN) 4" MIN (3) VARIABLE SUMP DEPTH ACCORDING TO PLANS v , (4) VARIOUS TYPES OF INLET & OUTLET ADAPTERS AVAILABLE: (6" MIN. BASED ON 4" - 15" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, 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" MIN 4" - 12" FOR CORRUGATED HDPE (ADS N-12/HANCOR DUAL WALL, PVC DWV (EX: SCH 40), PVC C900/C905, CORRUGATED & RIBBED PVC ADS/HANCOR SINGLE WALL), N-12 HP, PVC SEWER (EX: SDR 35), i 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 ACCORDING TO GUIDELINE PURPOSES ONLY. ACTUAL CONCRETE SLAB MUST BE PLANS DESIGNED TAKING INTO CONSIDERATION LOCAL SOIL CONDITIONS, TRAFFIC LOADING, & OTHER APPLICABLE DESIGN FACTORS. SEE DRAWING NO.7001-110-111 FOR NON TRAFFIC INSTALLATION. (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 1201DI 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 7GOI-110-209 PEDESTRIAN BRONZE NIA 1599CGPB 7001-110-210 DOME N/A 1599CGD 7001-110-211 DROP IN GRATE LIGHT DUTY 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 30518 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. PHN (770) 932-2443 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 PHN (770) 932-2443 OR POSSESSION OF THIS PRINT DOES NOT CONFER, DATE 03-29-06 GRATE HAS LIGHT DUTY RATING 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 \yl'o last SEE DRAWING NO.7001-110-065 Nylo last www.n to last-us.com www.n to last-us.com www.n Io 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.INAME 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-12MANCOR DUAL WALL), S 3 0 CO UG (ADS CO U ), CONTAINED HEREIN, OR MANUFACTURE OF ANY SIZE OF OPENING MEETS REQUIREMENTS OF AMERICAN DISABILITY CONTAINED HEREIN, OR MANUFACTURE OFANY (CONTAINED HEREIN, OR MANUFACTURE OF ANY DATE 03-11.16 DATE 4.13.11 DATE 03.14.16 - 121N DRAIN BASIN UICK SPEC INSTALLATION DETAIL 121N DROP 15 IN DRAIN BASIN QUICK SPEC INSTALLATION DETAIL N 12 HP, &PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS Q ACT AS STATED N FEDERAL REGISTER PART , DEPARTMENT OF ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 0 N-12 HP, &PVC SEWER. ARTICLE HEREFROM, FOR THE DISCLOSURE TO OTHERS 5 - ADAPTERS CAN BE MOUNTED ON ANY ANGLE 0° TO 360°. 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. czo+3 NnovuvSl PERMISSION FROM NYLOPLAST. ©zar NYLOPLAST PERMISSION FROM NYLOPLAST. ©20i3 NYLOPLAST �i j e d TRANSITION BETWEEN ed d 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. SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. SHAPE TO CONTOUOFF PIPER I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS 4 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 OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. ri DETAILS OF INVERT SHAPING AS SHOWN HEREON ARE FOR EXAMPLE 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 �vooT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE SHEET 1 QF , REVISION DATE MANHOLE & INLET INVERTS 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION DI-3A, 38, 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT CONST. BARS D i51, APPROACH EXPANSION JOINT 3'-10" FRAME & COVER Y �: BACK OF SIDEWALK JOINT f GUTTER SEE STANDARD IC-2. i� BAR G 2 WARPED BARS G q^ ¢ 2" w 00 GUTTER g . 2 BARS C 6"6"6„ ao w BAR C „f I SUBBASE 00 rM BARS B wo � _ _ _ HARDWARE ARS F I I I I CLOTH 1 y\i I o?+ BARS F I WEEP HOLE. N \ / I o r N cl o I SEE NOTE 8 I MX I w 00 00 o �ICR IIBAR F BAR A LSTEPNOTES55EIIBARS D FACE OF CURB g�� I CK CONTROL JOINT GUTTER CRACK CONTROL JOINT 2 8 1 4' 0" 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 I�2' 0" 8" 2' 6" B 8" 3'-0' x 2" APPROACH iv < BARS A GUTTER 01 N �\ti cq W I _ �„ B S G I I - - - - - - - - - - - - - - - - - - - - - - - D 0°. ----�-- BARS F BARS E I� B If iv ° 00 ° *3" DIAMETER BARS E WEEP HOLE BARS B FRONT ELEVATION BARS F 6" 1' $" $" - - - - - (GUTTER REMOVED) 1 3'-0" 1 I- 5X1/4" BENT PLATE _ = SECTION B-B 1/4" R TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 & CG-7 STANDARDS. L21/2"X21/2"XI/4" ° GALVANIZED TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 & CG-6 STANDARDS. TYPE A TYPE B 1/2" 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 1/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C. 2" APPR. PAVEMENT DI-3A L DI-3B L DI-3C L WARPED PAVEMENT FLOW FLOW I FLOW 1' 0" 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 STANDARAD SL-1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH-1 NOTE: FRAME & COVER THE TOP OF MASONRY SUFFICIENTLY LOW TO ADJUSTMENT OF COVER GRADE BY THE USE OF BRICK AS DIRECTED BY t HALF PLAN VIEW MH-1 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 A3. 7. WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. SPECIFICATION REFERENCE MANHOLE FOR 12" - 48" PIPE CULVERTS ROAD AND BRIDGE STANDARDS 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 5 106.01 b 04 O m SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK 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 0 Z�e ��il I,ic. No. 0402048507 k3-23-20 M E o O rn � N � N � >E w °J E Q H cu 3 LL O ILL. L w O ra Q LLI U 00 d J w J - 111 N d > p N (D W N Z � � ,x O C2w �� oa =I- (n = N = U > a s= Ln rn 0 N N m i M d � CO J o w CD N W 0 N Q M 0 r M CD DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE W VT/ i 0 z � j J H� z J O W Uuo Lu cz V / Q J Lu UJ D7 I- J � Q 0 � z 0 z V 0 W JOB NO. 44523 SHEET NO. C1.3 O c D N 2 c > 0 O V) 0 o_ CL N `o a m a c m t c c co (6 0_ .o m 0 3 c =O o O CL U) Z O �2 0 T � (U O -0 c o 1a N 0- 0 c U 3 Z 0 O 2 o g x H 0 0 0 :E- � 5 m 0 0_ L 0 .3 0. d � U N X o � U E (6 0 w o c o 0 � m -0 m � 0 o c Ntn o � U 2 >= N m c 0 c 0 m CL o d L O cm Y d Ln 0 0 N O N M N M c 0 0 a I I 0 II ❑4 — — I 0 / I I I I OWNER: JACKSON, FRENCH T & ESTELIA BARNES ZONING: RURAL AREAS TAX MAP PARCEL ID: 04400-00-00-036A1 PRESENT USE: VACANT RESIDENTIAL LAND .001 I I \ 10 \ I ✓ 11 \ 12 /\ 13 i OWNER: SLUTZKY, DAVID OR MELISSA ZONING: RURAL AREAS TAX MAP PARCEL ID: 04400-00-00-034CO 1 � / I ' _ l I OWNER: GEORGETOWN GREEN HOME OWNERS PRESENT USE. SINGLE FAMILY RESIDENTIAL SUBJECT PROPERTY \ / I I t I � I I I OWNER: GUERLAIN, STEPHANIE A E & ROBERT J HASCHART ZONING: RURAL AREAS TAX MAP PARCEL ID: 06000-00-00-07700 PRESENT USE: VACANT RESIDENTIAL LAND \� I 1 �� I Ob� � ASSOCIATION OWNER: COUNTY OF ALBEMARLE SCHOOL BOARD I ZONING: R6 RESIDENTIAL \ ZONING: RURAL AREAS TAX MAP PARCEL ID: 060FO-00-00-00200 TAX MAP PARCEL ID: 06000-00-00-078AO PRESENT USE: SINGLE FAMILY ATTACHED HOMES PRESENT USE: PUBLIC SCHOOL(S) I / / El i ID OWNER ZONING TAX MAP PARCEL ID PRESENT USE I 1 THOMPSON, NEIL D RURAL AREAS 06000-00-00-080C1 SINGLE FAMILY RESIDENTIAL — — — — �1I 2 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-08000 VACANT RESIDENTIAL LAND 3 PERKINS, MARY KIMBERLY RURAL AREAS 06000-00-00-07900 SINGLE FAMILY RESIDENTIAL 4 KRASNEGOR, DANIEL G RURAL AREAS 06100-00-00-002BO SINGLE FAMILY RESIDENTIAL I 16 I 5 CAMPOS, JULIO CESAR & MIRNA ADRIANA PENA RURAL AREAS 06100-00-00-004AO SINGLE FAMILY RESIDENTIAL \ — 6 LOVES & FISHES FOOD PANTRY INC. LIGHT INDUSTRY 06100-00-00-00500 DIST. WAREHOUSE 7 CONNECT CHURCH RURAL AREAS 06100-00-00-00600 CHURCH WELLONS, HARRY A JR 2011 8 IRREVOCABLE TRUST & 2012 FLORENCE L WELLONS Cl COMMERCIAL 06100-00-00-02500 COMMERCIAL IRREVOCABLE TRUST 17 / 9 CARR WOOD PRODUCTS LLC C/O MANAGEMENT SERVICES CORP COMMERCIAL OFFICE 06100-00-00-02700 MEDICAL OFFICE / / 10 MULTIPLE OWNERS COMMERCIAL OFFICE 06100-00-00- 27A1/27A2/27A3/27A4/ MEDICAL OFFICE 27A5/276 \ 11 HYDRAULIC RIDGE SURGICAL PARTNERS LLC R10 RESIDENTIAL 06100-00-00-03600 MEDICAL OFFICE / 18 12 MULTIPLE OWNERS R4 RESIDENTIAL 061W1-01-00- 00100/00200/00300/00 400/00500/00600 SINGLE FAMILY ATTACHED RESIDENTIAL \ 13 HYDRAULIC DEVELOPMENT LLC R4 RESIDENTIAL 06100-00-00-03800 VACANT RESIDENTIAL LAND 14 STOKE, CHARLES B OR SUE S RURAL AREAS 06000-00-00-076DO VACANT RESIDENTIAL LAND OWNER: KALERGIS, DAVID & MARY M 19 / 15 DETERT, JAMES R & NATALIE R RURAL AREAS 06000-00-00-076D1 SINGLE FAMILY RESIDENTIAL \ / KALERGIS DETERT \ / ZONING: RURAL AREAS 16 KENDALL, DAVID B OR TETIANA V RURAL AREAS 06000-00-00-070YO SINGLE FAMILY RESIDENTIAL SCALE 1"=200' N H JR OR WI TAX MAP PARCEL ID: 06000-00-00-077A2 \ _ \ \ 17 TERRY, ESHERSHER M RURAL AREAS 06000-00-00-070X0 SINGLE FAMILY RESIDENTIAL 0 200' 400' PRESENT USE: VACANT RESIDENTIAL LAND _ _ 18 ABIDIN, MARY LOUISE RURAL AREAS 06000-00-00-070MO SINGLE FAMILY RESIDENTIAL COOPER, JAMES M OR V SHAMIM 19 SISSON RURAL AREAS 06000-00-00-070M1 SINGLE FAMILY RESIDENTIAL 17 Q C ." 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No. 0402048507 ,k��3 -23-20 � ,5, 0, AL M E 0 0 N vi N c > E w 6 E +. Q'U') 2 3 w 3 0 LL o i\ w ro ;M-1 � O W � k -i )D w J — u) N d � p N C7 W N z � ; MI X O � w ai w 0a =g- c U > � a c `^ rn O N M a.,I- C0 J �� cn O = (D O = H 0 \w = U Q z O > O 0�1 z J 0- w z � d Q U z L w 0 z O w U) z w O 0� U z Z) O U O N W O N 0 - M O DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1" = 30' W 0 '—q J VTJ ~ 1 W 0 O z z I ; Q co J,CL^ Z) z VJ Joz u O U W 1- 4 J I— j.—j J G �Wz co O 1�-q a runn V z z � Q (f) 1--i w O m JOB NO. 44523 SHEET NO C2.1 L 0 Y a 0 N O N M N cn c 0 a w 6 a 'I I 'I i \ 4.1, C .-0, CRITICAL SLOPES — — — — — — --- -- (TYP.) n 1 / C:3 ED i i SHEETS C4.2, C5.1 & Q X O �cP-, O / JACK JOUETT MIDDLE SCHOOL 188' FROM PROPOSED ENTRANCE TOJOUETT MIDDLE SCHOOL/GREER ELEMENTARY SCHOOL \ O _ �I I-LLIJ I CD / p ` 160' FROM I PROPOSED I ENTRANCE TO IVY CREEK SCHOOL ENTRANCE G PROPOSED BUIL IN (TYP.) / ' O IVY CREEK SCHOOL MAIN BUILDING 000 LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT SeAt`EV=40'�//�/ \\\\\/ MULCH /80'/ DITCH SHEETS C4.3, C C5. Q CRAJG W J. KOTAR� Ki Lic. No. 0402048507 �5-25-20 � �i����rAL 3,5a4 M E 0 0 rn � N � N � iE w 6.9 QLL 0 LL LL L W O ro ,� Q W U Jso w J — u) N d p N (7 W N �X O Oa =� ILL U > a Lq CLr) O rnN N i M d � CO J � F cn 0 2 (D 0 H- 0 W w_ U Q z 0 0 r z J d w 0 U) J d � Z U w 0 Lr) z 0 w U > 0 w 0 pl� U z 0 U 0 N W 0 N Q M 0 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 0 z ;z m Q � za J 0 J U wJ J J � W w > m 0 J (� a V 0 z Q 0 m JOB NO. 44523 SHEET NO. C4.0 L CRITICAL SLOPES /TVD 1 / PLAY FIELD (135' x 105') 135 DITCH C SEE SHEET C5.1 TREE -LINE TRANSITION TO 1 CHAINLINKFENCE GRAVEL FROM PAVEMENT N 90' (H) WATER VALVE BOXES U I EP W/ 3" METAL BOLLARDS (5) - I ASPHAL T ROAD /ACCESS w w W EG — — w O®O @� _ W 43' X 16' LLI I CONC. PAD E: LLI (BATTING CAGE) C/I EG 8' X 96' — EG GRAVEL ACCESS ROAD FRAME SHED � 90'X 96'FRAMF J I 2 --- - _ DITCH B RETAINING WALL WITH HANDRAIL � DITCH A r SEE SHEET C5.1 MAX HEIGHT: 8' Q I WOODEN POST (2) � SEE SHEET C5.1 2 — EN SWM1 AY"ll R58'� / \ \-R40' R16'- ma N 0 U 18, (TYP.) RT N U RT N 0 U 6"X 6" WOODEN BOLLARD (16) EP 22' x18' DUMPSTER ENCLOSURE AREA WITH GATE RETAINING WALL WITH HANDRAIL MAX HEIGHT: 8' 1 CG-2 R3 � R5 ):: R3 90° BE D 6"w R1 \\-R20' F 9' (TYP.) CG-6 I CG-6 F R16' 17 FDC DITCH F v FHA 45° BEND I R15' SEE SHEET" ° ° 20' ACSA R 9'--,,,,C5.1 WATERLINE R3 Q 18' (TYP.) ' RT 11. 5° BEND o ° "x6"x R197' EASEMENT �� BUS LOADING/ "NO PARKING FIRE 2 TEE 9' (Ti�P� NLGABINIS (TYP.) ° \ LANE" SIGN ° CG-3 R40' 45° BEND 8' 5' � � � � - x6 8' 8' 6 CG-2 L— 6 W 6 W 6" W " TEE CG-2 R203' -' NO PARKING FIRE ° - v 8 6" RISER (8) 6" RISERS ° ° ° o ° V R58' � b D �E" SIGH ° ° ° ° � - - _ - H DR WITH HANDRAI ° ° IT H N A w ° 11.25° BEND° - FIRE LANr-"CU.RB F URB ° �- ° ° (PAINTED YELLOW ° ° V v ° G ° cG- 5 CURB WIPE DOWN ° ° ° ° _ FIRE LINE D _ - , (3) ADA ° v v - °p `- ° ° CURB WIPE DOWN I ° ° i� - ° - ° v ° v - v ° PARKING SIGNS ° - CONCRETE WHEEL 1.5" WATER METER I ° ° ° 90, ° - o o v v b CG-2 I CG-2 17 I I 18' (TYP.) 9' (TYP.) 24' 24' r9' (TYP.) I 18 I CG-6 STOP (TYP.) v - - ° _ v - ov v ° V DOMESTIC WATERLINE 'E' COLUMN (TYP.) PROPOSED BUILDING _Ll3) 6_RISERs _ _ MATCHLINE SEE SHEET C4.3 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ WITH HANDRAIL 74 8' "NO PARKING FIRE (15) 6" RISERS LANE SIGN WITH HANDRAIL ry 151.3' WATERLINE CRITICAL S OPES / / / / / / / / I / / / / / / U 167.7' EASEMENT .,NO PARKING FIRE J LANE" SIGN 25'x25' SANITARY SEWER PUMP / NOTE: A KNOX BOX WILL BE REQIUIRED FOR THE BUILDING. LEGEND: CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT MULCH DITCH (9) 6" RISERS WITH HANDRAIL STATION EQUIPMENT YARD 26' "NO PARKING FIRE LANE" SIGN ° DOMESTIC WATERLINE'F R10' 100.5' 6" GRAVITY LINE R10' (PVC SDR-26) ° ' QO "NO PARKING FIRE SECURITY FENCE s LANE" SIGN ° > BOLLARDS (ENSURE THAT 100.6' ° "NO PARKING FIRE ­05' SPACING ALLOWS LANE" SIGN MINIMUM ADA PATH) 5' F�Usy c� Re ` ° "NO PARKING FIF E NO PARKING FIRE SWM2 CG,6 LANE" SIGN LANE" SIGN � o "NO PARKING FIRE R30'J FLUSH CURB R30'� LANE" SIGN VDOT GUARDRAIL GR-1 R56' R CG-6 56' "NO PARKING FIRE LANE SIGN / SCALE 1 "=20' 20' � R10' DITCH D SEE SHEET C5.1 FM m U 2 D J LL r r�I O Q CRAIGW J. v9FARSKl Lrc. No. 0402048507 TIO M E O O rn � N � N � > E w +� U JQ LL-L a Lu LL _o 0 L ^ w ro ,� w <LL M a j so z - � a _ Q j C7 W rN ~ X U w <OJC �� 0 Lr) a�i N z Z =v >� O w ~0 rj O M w U d � } CO J z �� O U M O 2 cD M O a 0 w 0 N w W O N U 0 N Q � Mo z O c!i 1 DATE o0112112020 r 41 rJ�GJ GG 6 "NO PARKING FIRE LANE" SIGN r / / 40' DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 44523 SHEET NO. C4.1 0 .N 2 U 0 0 w 3 0 0 cu a cu 70 0 0 co t tn 70 cu cu a .o d 0 3 �a �O O Ur z O 0g T � m o a 0 CoV) �N 0-o Z N O� �Q �X a) a-r- c 0 a-r- o .3 a Y U7 �p 7 N U d O O U i �N (6 0 w° �o � m -00 0 c� cu-0 �U 0 C N o t � U =N w'0 w o cu C 0 o_ o w .E L -rot, FIBER I / �l/ CHAINLIN ENCE 1 ' (H) + 1 LEVEL BRICK VAULT 'c y SCHOOL FACILITY G% / I JACK JOUETT M.S. / Q CRAJG W 3. KUTARR Ki 3 ' t%LMEk66#OOR 4.25' X 3.15' PAD TOP=562.85' BOT=555.53' TOP=562.78 _ =D /\ BOT=555.18' A ' (W) METAL DOORS (2) /", CONC. �Z � WATER / VAULT TOP=556.94' IN =553.87' 8"PVC (SE) �� / ALERT STRIP I o / / /+ DITCH A 22 x18' DUMPSTER I OO SEE SHEET C5.1 ENCLOSURE AREA WITH GATE 10" FA CONC. BASE � I POPLAR \ (1' DIA) / 7 RETAINING WALL WITH HANDRAIL MAX HEIGHT: 8' I 4 ROCKARMOUR CG-2 ��TOP=556.95' / J N \ I \� INV.=553.15'8"PVC (SW) 5' U R3 CG-2 �� BIRDHOUL / l ° 18' (TYP.) R3 R3' R50— TOP= `WATEF�LINE 'A' R831 / 24' 90° BE D I 11 V. 554.10' I y 6"W 11 8 . (NW) — l 8' (TYP.) R3 CG-6 R20' „w CG2 CG-12 / s R1 24' /l Q / FIBER VAULT -I v R20' / R 109'� / CG-6 O CROSS WALK co 24' I STRIPING 6W CG-6 U F I11.25° BEND R25 8" x 8" x 6" TSV PRO OSEDI FDC DITCH F ° I R133' FR DUNG S3 20' ACSA R 15' SEE SHEET ° R247' 6' WATERLINE ° ° R 9' C5.1 ° ° 22.5° BEND 0 I EASEMENT 11. 5° BEND CG-12 0 I R3 i I "NO PARKING FIRE 2" TEE R197' I R253' I 0 LANE" SIGN CG-3 6 W 6 W ,x6 CG-2 / "TEE 6, 2" FORCE MAIN �� ' R203' (HDPE IPS DR-11) (8) 6" RISER (8) 6" RISERS ITH H NDRA WITH HANDRAIL FIRE AN CURB 11.25° AND ° ° I DITCH E (PAINTED YELLOW) ° �� SEE SHEET C5.1 ° o AMPHITHEATER - ° SEATING 0 ° ° - ° ° FIRE -LINE 'D' _ v v - 4.75' ' / - ° / ° - - - 7' 4.75' \ Q0 1.5" WATER METER - ° ° - V - - v °IV Mir., I\ 0 o ° o_ v - v / CHAIN LI FENCE WITH BLACK COATING DOMESTIC WATERLINE 'E' ° ° - - BASKETBALL COURT / - (94' x 50') COLUMN (TYP.) ° ° ° o ° _ - BEND / / / CRITICAL SLOPES / / O MATCHLINE SEE SHEET C4.3 X X T I 74.8' "NO PARKING FIRE LANE" SIGN FHA / CONC. BASE O MATCHLINE SEE SHEET C4.1 (1 DIA) ° 6" X 6" WOODEN BOLLARD (16) I O ASPygL T � °' ROAD / O ACCESS I � OO I O 43' X 16' CONC. PAD Fp O (BATTING CAGE) I ic �5-25-20 � CONNECT TO' EXISTINC,MA OI E OPAL 3' (W) DBLMETAL G,� W/ CANOPY (2) �\ ALERT STRIP / \ M 6' 8"(W) WALL o / N 0 iE CONC. / / + MHS Lu a� / TOP=562.67' „� '5 3 z �P INV. 1N=554.9 8" Q LL J INV. OUT=S 4.82' 8" (TO PS) 2 o M Lu a J U co Z / J P — u) w O d � O N Q ~ � U Z w 5 oa � =v > ° O w / a ,,, Ln N Lu i O / CHAIN K FENCE a } 6' ( + o w Z O GREASE / v TRAP (2) /Ln / P o M / o CD N j w O Q o N o CO yam Oc! DATE + 00112112020 r DRAWN BY / K. MELLON DESIGNED BY • • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE 1"=20' Lu 0 I --I V Z z O z a V 1 J O U Lu J J < 06 Lu � a � (D O 0 z _ Q NOTE: A KNOX BOX WILL BE REQIUIRED FOR THE BUILDING. ' ^ V 1 LEGEND: O W CONCRETE SIDEWALK HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT LIGHT DUTY ASPHALT — SCALE 1 "=20' \\/\��/\��j\�\// MULCH JOB No. 44523 0 20' 40' DITCH SHEET NO. C4.2 6 c Z, .N U 0 m 0 o_ C a F cu cu `o 70 0 m tn 7o c cu cu C a .o d O 3 c �a �o o mU) Z mp 02 c T � m o a = c o 0-o U 3 Z N O Q �X CD 0 :E- -c = a� o .3 a Y U7 �p �N d U 2 �N w° c o 0 E � � c � m cu-0 U o c N o t N U �2 c N u O c O (6 d O .E L WITH HANDRAIL ' "NO PARKING FIRE I \ 74.8 (15) 6" RISERS LANE" SIGN FHA — — — — — — — — — — — — — — — —P-L' WITH HANDRAIL 151.3' 20'ACSA 26' MATCHLINE WATERLINE167.7' EASEMENT N ARKING FIRESEE SHEET C4.2 „ 50)F ANE SIGN / NO PARKING FIRE �J LANE" SIGN25x25'SANITARY SEWER PUMP STATION EQUIPMENT YARD j 26' 'NO PARKING FIRE �I LANE" SIGN GR-1 GUARDRAIL / / I GR-1 R 10' I? 4� DITCH D I SEE SHEET C5.1 4 DOMESTIC WATERLINE 'F' FM R10' 100.5' 6" GRAVITY LINE R36' / R10.(PVC SDR-26) J / "NO PARKING FIRE v SECURITY FENCE LANE" SIGN o BOLLARDS "NO PARKING FIRE (ENSURE THAT 100.E 5' SPACING ALLOWS LANE SIGN MINIMUM ADA PATH) 5 "NO PARKING FIRE „ "NO PARKING FIRE SWM2 CG,6 LANE" SIGN LANE SIGN NO PARKING FIRE LANE" SIGN 0 0 "NO PARKING FIRE R30' FLUSH CURB R30' / LANE" SIGN VDOT GUARDRAIL / GR-1 R56' R56' NO PARKING FIRE 'LANE" SIGN MATCHLINESEESHEETC4.1 // A�'PRO�IMATE S IAR�F OBSERVEaSTREs4M FLOIA' NOTE: A KNOX BOX WILL BE REQIUIRED FOR THE BUILDING. / EPHEMERAL STREAM PAL USTRINE FORESTED WET x x xxxxxxx / / / / LEGEND: x x x x x x x x -,max x x x x x x x x x X PERENNIAL STREAM / / / / / / / / / / / / / / CONCRETE SIDEWALK x x / / d HEAVY DUTY CONCRETE HEAVY DUTY ASPHALT i — / LIGHT DUTY ASPHALT 8 ALA-r=20' / \/\\\\\\//\\// MULCH DITCH . '1 ON fiv CSC W 7. If 9FARSKI Lrc. No. 0402048507 O N W O N 0 N M O DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 44523 SHEET NO. C4.3 a c .N U N 0 m 3 w 0 n a c co cu v cu a a 3 c L_ c 0 m E Y a 00 0 N O N M N M c 0 a 0 a 3 z J a \ \\ \ \ ` _ _ _ IREE,L//�/E TRANSITION TO - - - \ NOTE: - - - - _ _ _ _ - _ \�\ / / \ / / / / �\ \ — - - - - - - \_ - ` CHAINLINKFENCE GRAVEL FROM PAVEMENT \ 1. 2:1 SLOPES ALONG SOUTHERN BOUNDARY OF SITE SHALL BE 10'(H) WATER VALVEBOXES / % EP CONSTRUCTED WITH ON -SITE SANDS OR SELECT IMPORT SAND. THESE \\� / / \ /\ \ \ - , \ \ \ \ \ \ \ \ \ W/3"METAL BOLLARDS (5) -1 i SANDS ARE TO BE BENCHED FOR COMPACTION PURPOSES. THESE SLOPES SHALL ALSO BE VEGETATED AS SOON AS POSSIBLE TO \ \ \ 1 - - - - - w Lu < PREVENT EROSION. SEE GEOTECHNICAL REPORT FOR ADDITIONAL Li -----� - - _ \ / / J / — _ _ _ \ \ \ / ' DETAILS. �'GIONC. PAD 555 (BATTING CAGE) / I � I \ l�T — —�- - � \ \ I EGA � _- �_- -----/ --'� \\ EG I II GRA L,9 S�gp� \ \ i�� \ -555 --- --- _ \\ TICA_ I I I I — _ \ SEE 5AEET�5T1 \\ \ N — _ 77 VARIABLE WIDTH \ \\ 3 �� ------ -_-- \ STORMWATER \ \ \ \ \ \ \ \ FACILITY EASEMENT \ \ - - \ 400 LF OF 96" CMP \ \ \ CID \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ UNDERGROUND DETENTION (SWM1)\ \ \ \ \ \ \ \ \ 536 \ \ \ I \ \ \ \ ERFORATED PIPE �sQ \`\ \\ \\ \ - --- 301 UNDERDRAIN � �s \ \ - - _ - \, \\ \ \� \ - - -- — \ —550- — \ \ S3� S38 - \ \ \ \ \ 1 \ \ \ \ \ \ \ \ \ \ S — _ — — — \ 5 \ �\ \ \\ sus �\ 36 s�� _-- 6w \ \ , \ \ \ \ \ \ \ \ \ \ \ \ \ 22 O \ \ \ ` \ \ \ \ \ \ \ \ \ \ \ \ - - - - _ _ _ _ - - - - - - - s� 2,A O�3�A 4 \ 202 'co 535 \ \\\ \\ \\ _ - -- - -- --- SEESH ETC5. �- \ 06 __ _- -- 3 \ \ \ \ \\ \\\ \ 536 \ \\\ \ --_-\- `\ \-------- - - - - -- - I ------ � \ \ ,�- \ WEI'RPLATE �6"AC ESS'FtI,SER \ \\ \ \ ---\ o --�T ���� v �� ° _ - o \ \ y \ \ \\/\�/\ Wf.TH D TMH'F\ \ \ \ \\ \ \/ �Kk0y BENCHING R UI D\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ TOP TYP.)\ \ ` \ \ \ \ \ \ \ \ _ - _ _ o o v o - _ ° a ° o ° ° ° _ o o .� \ \ \ \ \ \ f \ \ \ _ \\ \\ \ \94ARIEE\TC FQR�QE LS\ \% \ \ \ \ \ \ \ \\ \\ \ \ �\ \ \ \ _ _ -__\ o ------ X �I \\\\ \\\\ `535, - ----=o -°- �°---�=- - Lu MAIN LEVEL FFE537.00' ----- ---------- ------ U) - _---� -� BITCHC \/\\ \ \ \ \ \ \ O \ \ \ \ \ \ \ \ \ _ - _ _ - _ - - � W _ \ \ \\ \%\ /✓\ \ \ \ /\ SkSHEEU5. \ \ \ \ \ \ \ \ \ \\ \ --__------ - - - -__ _ - _- \ o Tr '1 ON r v CSC W 7. If 9FARSKI Lic. No. 0402048507 5-25-20�', M E 0 rn o N M N � > E E w 4-� N Q Q LLLu o a � O L �\ W clC L ��j F_ a_ UCIO Z J Ln ON Q CD W d ~ x U w < -A � o Q Z3 F_ Lr)_ O =`J >� w ~ o O Q) M W U o F z O U cri O 2 CD O _ 0 0 Lu N w W F_ O __ U 0 N Q � 0 DATE cn o0112112020 DRAWN BY K. MELLON } • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE 1"=20' / \ sus \ \\ \----------------------------- U, - - - - -- ---- o -_ - - - - — — _ — _ U MAIN LEVEL FFE: 537.0Q_ ,00° _ v -� ° v w \ \\ \ \ \ Y\ \\ \ \ \ \\ \ ---___- 1 \ MATCHLINE SEE SHEET C5.2 \\ RlYli �,, `OPES_ _ \ \\\ \\ \ \\ \ \� \ (16��P�fED INAGE--- \ \ \ \----___--_ \ ---- _ I1 II I \ `4��#°'T \ 20'\ \--------------------------------- - ---\ — ------- - - - - -- O / - ' \\ \ \)j \>< w ��\ \\y \ \\\\\\ \\\ \\ \\ \ \ \ \ ---------------- - - - - -- ---- --_ ---------------- - I Q rn \ �?------ - SEE SHEET 15%-1 _ MM > Q \\ \\y\�\ \ \ \ \\ \\ \\\ \\ \ \\ \ \ -703 _ — — — — — — —520- ---- \ -_ z L 104 ---- _ _ __ LATE-,, \�� �� �_ _____--- ---__--\---_- - ---_— 3 _ _ > RA r<>\ \ \/\ /� \ \�\ \\\ � o � �------ -____-__________ /---__ - V1 Q\ `\ \\\ �X \\\\� y \ \ ` \ �\ \ l\' �/ \ \ \ \ \\ \ SQUASH-OL4RTSFFE:513.00' --------- 1 I I 1 1 1 1 I I I 1 1\1\ \\ \ \s\\�\�\ \\\\/ \ \ � \\ \%�\ \ \ \ \ \ \ \ \\ ���v �-------- �------- \\,� 4 _---- , — — — _ \ \ - LO_WERLEVEt-FF-E�51_7.00' __------- a �, `s I —I Q z -o\ \ \\ \�C \\ \ \ \\ II 1 11 111 I II III ----------- r�n \\ x \\ \\ ?1 \ \ \ \\\ \ \ ------ ® ° -_-_----__- ' V 1 1 1 , 11111I`,1 11I \1 1 I II I 1 \ - \ \\ \\\\\•� \\\\ �/\ \ \�/ / \ \\ \ \\ \ \ \ \\ \ \ ��\-_--___ ----® -__ a ___---- _ ---� ___----_____--------- 05� 7� ------- NJ 510' I \ 1 1 1 1 \ \ \<<� - O D3 \ \ 440LFOF96"SMP \ - - 401 c \ \ \ \ \ \ UNRbRQ.UND — - 516____ — ------ _ - - - - \ \\ \\\\\\ \DE1'EQENTION,�SWNr2)\\ _� - - - - I \ STQRMWA�E�2_ - - _ S _ -- - -_ _ - I I I I I 1, I \ 1 \\\ \\ ��\ \\\\\\\ \\\\\\\� 1 \ \\`\ \� \ \\\ \ \ \\\ \ \\ \ \\ \\ \\\ \\ \ \\ \\\\\\ �FACILWYEASEM.ENT_- _- - _ _ _ _ /S - - - - - _ --403 I I , I I ► \ \ \ \ \ \ 1 I I I / \ \ y \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ _ \ \ - - - _ - 402 - - _ -`�— - - - - - - - - - - - - 0 JOB NO. I �\ \ \ \ \� \ \ \/\ FILL SLOPE BENCHING REQUIRED - - - - - - _ \ \ ORALL_PROPaS-ED-2�1SLOPES ---- - - - - - - - - -_--------------- 44523 -SE E�HEET C5-2Z0 DETAILS - - - - - - C, SHEET NO. 1 I 1 I 10 , 1 I 1 20' \ \ / \� \ - - _ - \ _ _36" ACCESS RI_SERWffFHt- 1 VDOT10fR-1�oP -49 _ — _ --------------- ,/'�� ��� _/ C.5.0 0 c U C L FIBER 1 LEVEL BRICK VAULT SCHOOL FACILITY \ / I JACK JOUETT M.S. ' CRAJG-T W 3. KOTAR� Ki 3't%&EftW OOR 4.25' X 3.15' PAD TOP=562.85' BOT=555.53' TOP=562.78 _ A ' (W) METAL DOORS (2) \I I CHAINLIN ENCE 1 ' (H) + 0 CONC. BASE MATCHLINE SEE SHEET C5.0 (I'DI) ® \\ , \ O 6" X 6" WOODEN BOLLARD (16) I O \ N P1� _L -- - -- - / / ASPHALTROAD/ \ QP ACCESS I o� 5 ® / i `gONC. PAD I \ \ \ BM SET (BATTING CAGE) WATER , I \ l IRON W/CAP I- _ ELEV.=559 6' / VAULT DITCH I------ \\ TOP=556.94' \ SEE SHEE ___---_��-----_\\\ �\ INV. =553.87'8"PVC(SE) o ALERT STRIP _ I i `\ \ 101, \ \ F,o 1 CON . BASE \ % _ (1',DIA) l \ I _ POPEAR / . -244 4vv ROCKA_RMOUR �G) INV. =553. f5' 8"RV-C _ DHOUSE vv < _ 557 EX1 ' _ \ / 239 243 s� \ \ \ \ \` OP= 7.30'- s \ \ \ \ V. =554.10 - '6W \� \ 555 \ \ \ IN, `S -\/ s 234 ` \ �� \\ / j - % Q FIBER VAULT 235�//^ ss�__-ss `ss� 554 / 238 237 553 - M 236 I 3 _ I SEE SH ET C5..1 _ co _-__--L0o \ \ \ \ Jr50 U 209 IN----- _ 611W- r 241 \ S4s DITCH E 3/ SEE SHEET C / 40 0 0 _ o ° ° o - \ i _ _ ° 535 o° - - = 2' \ __ ---II- __-_------- _-- ° v _ / - ` CRITICAL SLOPES IGAIN LEVEL FFE: 537.00_ - _ _ _ _ _ _ _ - - ` \ \\ > \ \ \ \ 0 T P.) k 412 MATCHLINE SEE SHEET C5.2 _ ° - - - - - Lic. No. 0402048507 `� 5-25-20 3'(W) DBL METAL DOOR / \G�o W/ CANOPY (2) ALERT STRIP / + rh E 6' 8"(W) WALL / o N � CONC. MHS = / TOP=562.67' INV. 1N=554.9 8" N +; 3 J INV. OUT=S 4.82' 8" (TO PS) o � w O ro w L-ujad LI;ov OLu�p z Q zLU� U / ~ �x Qv O�Q w LL / oar o(� V �0 z Z 5 = Q O w u) F � U �O N Lu i u ' CHAIN K FENCE a } 6' ( + o w Z 0 GREASE/ / u TRAP (2) / DRAINAGE AREA TO DITCH A = 0.37 AC U) {/ C= 0.51 /Q / TC= 6MIN 0 1(2)= 5.0 IN/HR Q(2) = 0.51(5.0)(0.37) = 0.94 CFS cD / 1(10) = 6.6 IN/HR Q(10) = 0.51(6.6)(0.37) = 1.25 CFS 0 / V(2) = 2.35 FT/S (ALLOWABLE VELOCITY = 5 FT/S) + � = Q ri U C) N Q � GRASS LINED DITCH � � 1 0' n = 0.035; SMAX = 2.6% ��' p _ -COON ,yam.' / f u) DATE </+ 0 0112112020 DRAINAGE AREA TO DITCH B = 0.14 AC r DRAWN BY / C= 0.33 TC= 6 MIN K. MELLON 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 • DESIGNED V(2) = 2.29 FT/S (ALLOWABLE VELOCITY = 5 FT/S) K. MELLON D(10) = 0.25' • CHECKED BY • 0 C. KOTARSKI GRASS LINED DITCH �� ry, 1.0 • n = 0.035; SMAX = 6.3% • SCALE f1"=20' • 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) = 2.78 FT/S (ALLOWABLE VELOCITY = 5 FT/S) D(10) = 0.49' W GRASS LINED DITCH ^ 1.0' Q n = 0.035; SMAX = 3.7% � CV I --I V / Z DRAINAGE AREA TO DITCH D = 0.08 AC C= 0.50 z TC= 6 MIN 1(2)= 5.0 IN/HR Q(2) = 0.50(5.0)(0.08) = 0.20 CFS O J 1(10) = 6.6 IN/HR Q(10) = 0.50(6.6)(0.08) = 0.26 CFS a V(2) = 3.98 FT/S (ALLOWABLE VELOCITY = 5 FT/S) rw D(10) = 0.17' j m z GRASS LINED DITCH ,� z 1--q n= 0.035; SMAX = 30% j V 1.0 J O U W Q V / Q DRAINAGE AREA TO DITCH E = 0.12 AC J Lu WW W C= 0.50 m TC= 6 MIN 1(2)= 5.0 IN/HR Q(2) = 0.50(5.0)(0.12) = 0.30 CFS (n 1--i 1(10) = 6.6 IN/HR Q(10) = 0.50(6.6)(0.12) = 0.40 CFS �.J Q V(2) = 3.56 FT/S (ALLOWABLE VELOCITY = 5 FT/S) 0 D(10) = 0.33' z GRASS LINED DITCH n = 0.035; SMAX = 17% 1.0 / n O co DRAINAGE AREA TO DITCH F = 0.03 AC C= 0.50 TC= 6 MIN 1(2)= 5.0 IN/HR Q(2) = 0.50(5.0)(0.03) = 0.08 CFS 1(10) = 6.6 IN/HR Q(10) = 0.50(6.6)(0.03) = 0.10 CFS C, V(2) = 2.02 FT/S (ALLOWABLE VELOCITY = 5 FT/S) �Od D(10) = 0.17' GRASS LINED DITCH 0 75 n = 0.035; SMAX = 9% r JOB NO. SCALE 1 "=20' 44523 0 20' 40' DITCH CALCULATIONS SHEET NO. No Scale CJ • 1 0 f .N 2 U 0 0 0 0 Q a 0 0 co Cu v cu 0- 0 3 c L_ Y a a� 0 N O N Cl) N co r 0 a O 3 z J a U) L — — — — — — — — — — — — — — — — — 525- MATCHLINE SEE SHEET C5.1 —� — \ \' \'E4SFp4EN��\� 20, \\ `\ \ \\ \-------------------------- - - - --- / /-------------___ __-- \ _-- - - - - -- ---- - - - - -Lu Lu \ — — — — — —_SEE SHEET 65-1 \ \ \\ \\y\ \ \ \ \ \\ \\ \ \ \ \ \ \ \ 703 p _ _ — — — — —520 704 \ ---- _---- - ------------ _ _ ----- 504 _ \ _ / / tih-- \ z 1 LATE\ ------ l------------ -- -- '- _---_____ — — — — 3 M \�� Lu SQUASH -COURTS FFE: 513.00' \x \ \\\ \ RD4_- / — — _ __LOWER LE VEL-FF-E_517.00' 510. 0 \<,< — NIX \ \ \ \ \ \ \ \ \ - - - 401 \\ \\ \ \\ \ \ \ \ \9.40L1<QF96"SMP � '�- __ - U ERGRQUND- \ \\\ \ \ \ \ `\ \ \ `\ \ \\ \ \\ \\DE1'ENTION4SWI%2� \` ` \\ \ \\ \\ \\ \`\ \ \STQRMWATEI?_--_ _ ---\i�\ IN FACILI' EASEMENT ' - - - - _ _ - / \%` \ \ 402 FILL 91LOPE BENCHING REQUIRED _ _ _ _ _ X _ \/ \ OR At�PROPOSf 0.2�1 _SLOPES - - - - - - - - - - S - - - - - - ,S Q EVNG �Ql x \/�� \\\.\ \� �EE�HEET05�EORDETAZLS ------- - - - - --OS _ ---- ------------ N 7 _ '------��/ ' � x _ _ UN b seD �. 8LO S \ \` --_ 51�b- ET��S�\/`\ \ \/\ i \ \ \ \ \\ \ \\ \ \ �\ \\ \\ \ \ \\ \� -—6"ACCESSRISERtNlfill- \\ VDOT Mn-1-F0P Y MATCHLINE SEE SHEET C5.0 — ''__—___-------- — — — — --------------- — %, /' / /.4; j \ \ \ \ \"e,_ — _ _ — — — — — 9 _ 490 X1 it -480— 475 _-_/---------- -- - -�- 10 WPOBfJFFE� --— — — — — —— -- 1 -470 -,,— o -460 E STEM y = -- ----------- ___-____--- / �PROO /MAiE�SAR�F '\\ -'----------- _ 455— 0,Q RVE��'S%R14MFLOVr' EXISTING EMBANKMENT, PROPOSED 2:1 SLOPES UP TO 45' VERTICAL FILL, MAX BENCH HEIGHT 3' �/ 1 /—------- x x x x x x x x x x \ / x \ / / x x x Ox �r-x--�x x x x / x x / ' ' x x � / / PERENNIAL STRE�1 M ' x x EPHEMERAL STREAM / � / x PALUSTRINE / / I I < FORESTED / 1 J' I I \ � .... j.� WETLANDS x x 062 0.5' AVG DIA. RIPRAP CLASS Al WIDTH 1 = 3.75' WIDTH 2 = 15.75' x LENGTH x SCALE V=20' 0 20' 40' �-�:' _ (EX: ALONG 3:1 EXISTING SLOPE, BENCH WIDTH = 9') PROPOSED 2:1 SLOPE EXISTING EMBANKMENT FILL SLOPE BENCHING INSET No Scale I 0 Q CRAIG W 7. K. OrF RSKI Lic. No. 0402048507 5-25-20�', '0,1VAI, ,: M E O ul O N Ln N C >E w �E -z3 Q LL w O ra clC YJ L M lk J U CO W J N O a W CD N z� °�'� �x QO � o Q � H Q c � rn O N � M CO J CD Lu z Q a w H z � 0- Q U z Ln w O F- z O_ w U w O U F- z Z) O U O N W O N 0 N M 0 DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' W 0 � z O z a Q w M > CD W �Zz J ULLI Q J DC J 2 0-6 W m `f '^ r� a z V ~ z O W JOB NO. 44523 SHEET NO. C5.2 0 U m a �O O5 5 �z �O 02 T � (0 � a c o a0 O� C� 3U) zN 02 �x o r0 0 o .3 a y a� 2y Nx O 0 YL co = Y U E� a :_ 0 N a �m �U 0 c 0 o a L CN CuCn O O 0 (0 0 0 N N �E c E Y a O N 0 N O N M N M c 0 a 0 a 3 z J a \\`___--- %REE,L/NE TRANSITION TO - - - ' \ \ CHAINLINK FENCE GRAVEL FROM PAVEMENT \ _ _ - - - 6"X 6" WOODEN BOLLARD (16) 10' (H) WATER VALVE BOXES EP I ` \`----�\\ \ _\ \\ \ W/3"METAL BOLLARDS (5) ASPH ----------/ \ /�� /\\ `/_ _ \ \ \ \ d l I ALTROAD/ACCESS ` Lu 43'X16' \ FP - C. PAD 555 1 . - (BA (BATTING CAGE) / --- I- - ---555EG J-----�\ - \ \ ` \ \\\ \\ \\ \ \\ \\\ \ `, EG 1 IM14' I I I II GRAVEL AC4SSROMP \ \ \ / \ -- - -I- _\� \/\\ \ \\ \\ \` \\\ \ \ CR/T/CAZaS \\ \ -- \ _I _ I _ - - - \- - _ _\\ / �\ N 550 ------ _ 77 cv Tr- 537 \ \\ \ \ \ \ \ \\ \ \\ \\ \\ \\ \ \ \ \ \\ \ \ \ \ \ 536 \ \ \\ TC 536.45' 541.7§" \ \ \ \ TC 542.17' � \ ` � \ \ 54 - _ _ - TC \ TC TC 536.64' - - - 541.19' TSB 542. 536.57' -S,38 _ 541.38' \ \ \ \ \ \ \ \ \ \ 3 \ \\ \ \ \ 1 \ \\ \ \ \\ \\ \\ \ \ \ TC _ _---_- - - - TC.Tc - s�7 TC 6w TC\� \ \ \ 1 \ 1 \ \ \ \ ` _ _ _ _ _ - \ \ \ \ \ \ \ \ \ \ \ l'C \ - - _ _ - - - - 538.36 s 542.00' \ \ \ cS \ \ \ \ \ \ \ 535.37'` \ 535.39' - - 538.34' i7p T \ \ \ \ - - - - - - - - - - - TC \\534.24' ` ` \ \ ` \ 38.12' _ - 53 - - - - \ 533.99' , \ \ \ TC - - - TC \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ IkiM \ \ \ \ TC ` \ Vu 535. TC - - - - - I 7.37' \ \ \�\ \ \ \ \ \ \ \ \\ \\ \ \ \ \ `\ \\ \\ \ `\ \ \\ \ \ \ ` \\ 535.27' �I 4.2 - _ T TC 34.37' \ \ \ \ \ , \ \ \ \ \ \ \ \ \ , \ \ \ \ \ \ - - - - - - 546.70' --T 534�LA' `\ \ `53,4.93' \ \ --- - 535.9' 534.53' \ 535 _ - - - - - - - - - - _ 535.031 \\ TC Q _-- ----- TC - 546.23' 53536 \ \\\ 'N'\\ \\ ------ - - - - -- TC - - -- -- -- 535.92' \ \\ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 536.90 ------ - --- �- \\\ \ \y y\ \ \ \------- 535.61' for \ \ - - - - - - - - - - - - NN 537.00' \ _, _ v \ _ _ v535 5.83' 537.00 \ \ \ `\ �FI�L�S�L\O BENG+iING R•EqUI� D\/ `\ ` \ \ \ \ \ \ \ \ \ , \ \ - _ - o -z _ _ ° _ - ` (WALL P S �:� SLtSPE�S/ \ \ \ � \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ � \ \ \ � � - ° � - p - � - � - - - _ _ 537.00' \\ / \ \ \ \ \ \ \ �. TC ° ° o ° o --- ----------- °° \ \ \ SF�PIEE\T C FQF;r 13E L \ \� \ \ \ \ \ \ \ ` \ \ \ \ ` \ ` \ \ 0 5.87' ° -537.00'° - \ \ 37- - �- 537.00' U - \ \ L j - - - ° 537.00' `\ -___` _ o - -- I - -- - - - -- 536.91' \ \ \ MAIN LEVEL FFE: 537.00' - - - - - - U) TS`� \ \ \ - - _ _ 537.00 _ w Lij \ \ \ \ \\ \ ` \ \ \\ \\ `\ \ \ \ \ \\ \y \ \ \ \\ \ �\ \ \ \ \ ♦ s \ ,\ \ \ ` '\ \` - _-_ - I 537.00' 532.S1' z J _ 53T.0-- 53L.4 ° - - I�` \ \ \y\ \�\ \/ / \ \ \ \ \ �• ` \ \ \ 532.01' \ \ \ \ \ _ U MAIN LEVEL FFE: 537.OQ_-- \\\� \ \ , \ \ \ \ 525.5h� __--_______ - �I o �536.99' \TS25.41' \ / MATCHLINE SEE SHEET C5.5 ------ --___-------__ __-----__ _ 537.00' _ \\T<, 7/\ \ \ \ \\ \ \ \ \--------------- -- _ \\ \ \ \\ \/ r/\ \ / ----------------- - - - - -- x- \ \ \ \X1,\ \ \ \ \ \ ` \ \ \ \ \5a 6.30' %/ _516.90' o _ - - - - - - - - - - - - - - - - - - - - - - - - - - \ \\ \\ \\ ` \\ \`\ \ \ ----------------------------- _-_____ _ - 517.43'- 1 516.2 -o-------- - - - __ RIM --_ --__ RIM - - - 520-- 1\\\ \ \ \ \�\ \ \ \ \ \ \ `\ \\ \\ , \ \\ \ �� 'o�------- ---- -_-- � \ _-__-517.00'_--- -- - Te 4 T C \ I M TC TC _ -5a7 _ - -- _E 41.34' T T, I TC 56.76' �- -� 541.43' 516.07' \ 516.69' lc SQUASH-OL4RTS F--- -____---_--- -_ FE: 513.00 516'7(X �v TC \'------ ��-------- o - - _ ---__ _-_ _--- - 1 -546..B9' T \\ \ ---- - - � ---- _ \ \ / 516.89' - -LOWER LEVEL FF-E�51_7.00 _d'o\ 5'ffs 1 \ 1 I I I I 11 1 1 ` \ \ \ ` \ \ \ \/\/ \ \ \ \ �� --- __- 515.8T \ \ / \ \ / \ \ \ \ \ 517.00� _-------- °� 516.89' - - - - - WW 55831 1 I 1 1 I I I I � I I 1 ► I I � \ \ \ \ I I \ \ \ \\/` \ \\ `\ �\ \ \ \ \ / � \ \ /\ \ -__ -- 6 517.00'_ 517.00'- 1 516.81'- ITC 510- _ _ _ - - _ _ 516.6T - - o TC 7 \/� \ \ \ ` \� 5J 6_55' o 515.7 516.TC TG- - - 5A6 - - - - - - - 35 ' 516.50� 515.9 TC- TC \✓ \\ \ \ \\ \ \\ `\ \\ `\ \ \`\ \\ \\ ` --_-- - _ �_------------ - - - - - \, 1 /� \\ \\\\� \\ �\/\ \\ ✓ / `\ \ \\ `\ \\ `\ \ FILL SLOPEB.ENCHINGREQUIRED -------------- ------- - 1ISFA E11"=2q' \ I1 \ \ \ \ \ \ 1 ` \\ \ \ \> \ ` `\ \x ���\ \/ \\ `\ \\ `\ \ ORALL_PROPOSfD2�1SLOPES - - - - $0$ _ _____-------------' \ \ \ / /-SEESHEET C5-2-EOR DETAILSVol _ _ _ _ - _ _ _ �► _ r r�I 0�PI Cl Z41 CRAIG W 7. K. 9FARSKI Lic. No. 0402048507 5-25-20 `�101V A r M E O 0 O� V N � N C E W E Q LL LL o W O m D' YJ = M Qa J U co W ry a > 1c, N Ur Lu vi N 3:O �x J � � Ln c U j Ln a c "i rn O N ul a M a cO J ko� z Q a w F- v7 a Q � z U U) W in F- z O w U w O U F- z Z) O U O N W O N 0 \ M O DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=20' JOB NO. 44523 SHEET NO. C5.3 � a 50 OW U CL U) O 0 T 2 m o a c o (L0 O� C� 3U) zN 02 a x H m o r0 0 0_ �5 o .3 a :u U U Nc O Y 2 o2 v, co c Y U E � a � c U � 0 Na m �U 0 c 2 o m � a L co c rn 0 0 c U m n 0 � E L \ b � FIBER 1 LEVEL BRICK VAULT SCHOOL FACILITY 'JACK JOUETTM.S.' S // 3' (W) DBL G �\ 3 ' t%LMEk66#OOR 4.25' X 3.15' PAD TOP=562.85' BOT=555.53' TOP=562.78 _ =D /\ BOT=555.18' A ' (W) METAL DOORS (2) \I I CHAINLIN ENCE 1 ' (H) + 0 CONC. BASE O IN MATCHLINE SEE SHEET C5.3 (1 DIA) ® \ , 6"X 6" WOODEN BOLLARD (16) v "N IN IN ASPyALTROAD/ ACCESS o� ZZ _ - -IN_ I o Q / / \\ 43'X16' EPv� _ Qi / C,ONC. PAD - \ I \ BM SET/� WATER (BATTING CAGE) \ I \ l I IRON W/CAP + / ELEV.=559 6' / VAULT _ \ _ TOP=556.94' - - - ` IN=553.87' 8" PVC (SE) d� I / — / --_- _ - - -_ /�--_______�\\\\ `\ V.� � +/ ALERT STRIP 04 101, IN \ Fo \ \I CONE. BASES IN (1',DIA) I _ POPCAI� 55820, ROCKA_RMOUR c� 541.79� \ \ \\ \ _ \ TC TC \ \ \ \� _— \\ \\7bP--56. 95' 1.3 ' 542.17'� INV.=55313'8 ",P-CW 541.43' \\\9RDHO' USE J 7 _ — 5 557 � 541.19' Tr 542. — IN IN\ s38 541.38' il\,,, \ \ \\ \ \ 11 TOP=557.30�5 V.=554.10' 541.33 `SStj 6"Vy \ \cr\ \ \ \ \ TC T-c 538.36' _ — _ 5 8.34' s� 542.00' \ \ \ \ \ _ T / - - p II \ \ \ \ 1 555 / s\ / \ _ _ \ \ \ \ — — / \ TC �Cr — — � � \ \ \ I7 // \ T C i, \a o 38.12' 538.10 — — _ \ \ \ \ \ �` \\ Q — — 554.85 M Q — FIBER VAULT TC co TC TC _ TC 54 .0 ' 84' — — I \ \ \ \ \ ` \ TC 553.63" — 546.70' — \ IN\ \ - — — — — 553 T IN T 53.56' 5 91 LO � \ � _ ---�-- _ ---------5-3572' — 546-3' — --------Te —53T6.01' � cS` — °546.13'° � \ \ IN, \ � 550 I C� 535.92' — I 6"W ----- ---6"W l4v. ° 0 1 ° 5 v �54 0 538.48' \ / 537.00' °° - _ _ _ 536.51'— _ 534:64' 535 - IN IN IN _ — 537.00'J — -� — — — — — _ _ o �v_ — — — — — — — — — — — _ — — — — — — — ' ` — �/ j \ \ \ IN, \ \ \ \ \ — — — — — — — —-53T.05 — — — _ — ° - � — — — — — — - - \ \ \ \ \ IN -- - -- ---_-----____- 7-- o _ _ ---- 535.00' _ ` IN\ \\� \\ R/Tli-,AL$LOPES IGIAINLEVEL FFE:537.OQ_ -T ____---- _ \\ \\\ \ IN \ P.) / IN IN 634.5( _ 534.48 \ \ ' 5B1 A 94' — — _ 5/3 537.00RIM IN IN IN _MATCHLINE SEE SHEET C5.5= _ =\r _ = _ _ _ - - - `\ '✓ ° METAL DOOR / GAO W/ CANOPY (2) ALERT STRIP 6' 8"(W) WALL CONC. / / + MHS / TOP=562.67' INV. 1N=554.9 8" INV. OUT=S 4.82' 8" (TOPS) Q / CHAIN K FENCE GREASE / TRAP (2) / / �� ZAP /+ 'CO� r1p SCALE 1 "=20' 0 20' 40' rI H O11 �PI' ri Q CRMGW 7. K. 9FARSKI Lic. No. 0402048507 -s 2 5-2t0 M E 0 0 rn � N � N C E °' E w w N 3 .2 � Q U. Q a _o Lu U. L ^ Lu O W L M a � Ln � ~ O O J No N a Q U' W zH m - ~ 0 X U w o � O =v >� w ~ Lri o N w O U M a � � k� 2! O U cri O cD O o' 0 0 W W N 0 = Q M U 0 N Q � z o O DATE cn o0112112020 DRAWN BY K. MELLON } • DESIGNED BY • K. MELLON • CHECKED BY • C. KOTARSKI • • SCALE • 1"=20' am W 0 rH� V 1 Z � z O J V/ M � O J o (n UU w O V 1 Q �,a/^/ J 2:V � w m (� a z V ~ z cD Q V / �O W JOB NO. 44523 SHEET NO. C5.4 0 c U c m a :3O o� 0 �z O 6 c � T � (0 � a � c o d U O� C� 3U) Z N O � a H m o r 0 0 Q�5 2 '3 a c y ate.. �o Y 2 � 0 ca c Y U Ea � c U N a a� co �U 0 c y o m � a L c rn co c CO O c U (0 n �E L c 0 Y a 0 N 0 N 0 N M N M c 0 a 0 z J a \ \ \ — — — — — — — — — — — -525- 0 00 V7 ------------- - - ---- — — _ - MATCHLINE SEE SHEET C5.4 --- - --_ - ,, -- -- µr r ''�No a41 . — — — — — — — — — — — — — — — — — — — — — — — — — TIC -- -- _------ _ — _ ---------______ �� / / 530- QC GW 419FARKI � LSO. NO. 0 TC- - _ _��\ 534 /4' / / ' / / ' / — ' �. \ —a -25-20 !>� — — —- —-------- '-- C '$\\\\\\,\\�516.2 ----- _r517.43 RIM -- --__ _ -- 7,00\ ��' /' — / —_ i VAT \ / \ \ \ \ RIM — — — , _ — — _ — — — \ 1 ;a AI, 517.00' , �\ \\ \ \�\ \ \ /�/`\ \ \ 56.0Z'\ \� \ 516.69' SQUASH -COURTS FFE:513.00' ---- -- --__-_ ___----- a °a - __ \ \�� \ �\ Q o 5116.7Q� TIC loll— 516.89' - \ - - _LOWER LEVE--FF-E:51_7.00' _ _ - - - - - - _ - — S Y _ ' / / ` \ ` \\ \ ~ v a 5' Q /\ \ ___ _ 515.87' w _ — cS �� / / ` \ \ \\ L^ \\ \ \ \\ \� 517.00- ------- 516.89' -- — — — — S �O _ — _ / �— \ \ \ \ \ \ \ 0� W �M \ /\ \ \ \ _ — — — — — — — — _ _ — — — — — — — — — — — _ cP — — IX \ \\ \ \ \ \ \\ \ \\ ` NZ\ \\ ——_—_--® o _ 517.00'----__— 517.00' 516.81__ — v —---_—-- — —— LU \ \ \ 510- TIC Uj % / \ \ \ \ \ \ \ \ \ _ _ — — — 516.67' o — — ° s �� _ — — _ _ 0 ' // �\ a\ \ \ \ \ U > O w 5-6.55' — _ o o— _ — —°= 515.79— —°— ��., — _ = _' \ \ \ \ ` \\ \` `\ U w p 516. Ic TG— _ _ \ \ \ \ _ _ _ \ \ _ \ O TC 495 slo x- LU IN EILLSZOPESENCHINCREQllIf2ED_ - - - - - _--------- - - - --- �J / x ,-C \/ \ OR At�PROPaSED 2-1 SLOPES - - - - SOS _ _ - _ / / _ — — ' , / / L.StQ E\IPJNG E\QI IREe\ -1 \ /< j o N \ \ \ \ % \ \ \ \ _ -SSEEC5-2-EOR DETATLS _ _ _ _ _ _ _ N _ - _ � x \ \ \ % M \ ` \`\/\ \� / cn DATE 0112112020 >MATCHLINESEESHEETC5.3 --__----__-___ ---------------------- --- - i, -'/ - / �i,'/;�\/\ \\�\� y\ / f \ \\'' O DRAWN BY -- - - -- - - 495 -- ------ --- // ,' / / /'� / ' / \ \ \`/ \/\ <\ \\ ` \ — — —--------- - - - - -- -- - -- _-- - _-- '� / /\�///// \\\\y\\\ \/\\\�\ \ \j K.MELLON 490 — — — — — — �/ / / %� �' \\\ \ \y \��� \ DESIGNED BY \ \ ` \/\/ \` \� y \� ------------------- - 490- _ '\x\ — — — — — — — — — — — — — — — — — — — — — — K. MELLON \ \ \ \ \ \ \ \ \ \ \ / \ \ \ \� ` — \ — — — — — — — — — — — — — — — — — — _ — / f —/� _ / — ' f / �� / / / / / \� �< \ , �/ — CHECKED BY —485-_----- ---� �/ % --/-/ /� f-' / �''/� \ /�/ // , ,/ /'/ �`\ ,�'\\/ \ �\ ,/\/� • C.KOTARSKI \ \ \'C\ /\ \ \ \ \ — — — — — — / — �_� — — �� — / , / / ��� / //G \ \ \ y\ y _ — • • SCALE 4 75 90 WPOBf/FFE� �'—_------/— — — — — —— --� — � — __�;/,���� -/ —___C �- / / / / / / / / / / / / / / / / / w -470 \ / z �� cry -APPRO IMATE�IAR�F J o \\ \-----------------_ — 455—/J\\\yCS�€RVEfXSMFLOIA� U LU \' -- \ ----- --— Q z x x x / � ,-' ----- xXx— xxx - - - xxx x xx—�xxxx x x x x PERENNIAL STRE1 M / x x EPHEMERAL STREAM / /' / x PALUSTRINEFORESTED WETLANDS / x / xx `�- �—Z�e x x x JOB NO. x x sGAL "=20' / / 44523 SHEET NO. C5.5 0 c _ U C -0 a a> �0 2 5 5 z m0 Q � 0 c 2 T � �o a c 0 a0 0 C� 3U) z� 02 �a �x 0 r0 0 Q� 2 .3 a c .2 0.0 Y2 2� co c Y U c `o a> Ea U � a �70 �U 0 c 0 o c> a 2 c co n In 0 0 c U (0 Q .2 0� H L a O a p z z 212: 18" Basin - Circular Grate (Nyloplast) STA 11 +68.05 c� (D TOP 536.50 INV IN 528.06 (213) L LOL co INV IN 530.07 (RD2) o 0 U ULo INV IN 531.41 (231) 0 0 N -r- O Oo C: CN 00 (0 INV OUT 527.96 (211) Lo m OtiN �OLLO Cl)N 210 C4M0 or`o N � `� O 0 - M m CO C'44 `o STA 12+13.51 � � N N m 0LO00 04 oLOz 0 TOP536.50 g,LOZ z p o <0- Qa- INV IN527.73(211) aoQa> N U)�z N P0Z Z INV OUT 527.63(209) oNF-OOZ z z N S55 204: DI-3C 6 ft Throat STA 14+58.40 o TOP 534.23 INV IN 526.21 (205) N v INV OUT 526.11 (203) N Lo � Lo N 202: 24" Basin - Circular Grate (Nyloplast) v co o N Lo STA 14+83.30 LO Z Z Lo LO 0 TOP 533.99 < o - - > INV IN 525.99 (203) co f__ Z Z Z INV OUT 525.89 (201) 5S5 54n 550 550 545 545 EXIS ING / \ _ G DE \PROPOSED / \ 540 GRADE / \ 540 / 535 WATERLINE 'A' 535 SANITARY WATERLINE 'D' SEWER'A' 3' MIN. WATERLINE 'B' 530 WATERLINE'E' O 530 215 I 4 SWM1A 84.46' OF 211 - - 12" HDPE 59' 83.59' OF 209 45.46' F _L @ 0.50% 12" HDPE 135.10' OF 21" HDPE 207 205 525 on 0 0.50 /0 0.50°0 203 4.47' OF - 24.89' OF 525 21" HDPE @ 0.50% @ 0.50% 24,E HDPE 24" HDPE 201 @ 0.50% @ 0.50% 47.95' OF 24" HDPE @ 0.50% 520 520 515 515 _ z m 0 co iLO T U � ' N c (0CU O m 00 d- Ln N O co M ~ LO O d� U)Pz a 0 z 2 E C7 U O L_ U LO c O Lo ( N m LOOS U.) + M N ��C14 Z) z0 U)Pz Z ti C) 0 It corn a 0 0 Lo - LO M H O O N� NCO? N Lr) O MMO N M M N 0�-M c•M (0'tC')UU ti O °� O 0c)) Cy) LO LO ��(.O Lo �NN� LC) � 0)U LO LoZ O LO D ��LNZ ��LOZ Z 0 O�LOZ Z O oU)OZ Z 0 o�OZ z o�OZ Z Z oHOZ z It _ 4c)P_ _ Itcn�_ Z _- _ 54n 535 -17 3' MIN. 535 530 4 530 OF PFno @ 3�00% 525 S SS' 525 y�PE @ 00% 407 63.1 S' 520 O 520 ROPOSED �PF 3'00% GRADE \ 515 515 \ \ O0, 510 510 124.65' OF 401 SWM2A 12" HDPE 8.37, OF @ 1.00% 5" HDPE --- 505 505 EXISTING \ GRADE \ 7 500 500 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 9+50 10+00 11+00 STR 216 - SWM1A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 ca ;:1 __ M O M cj O ^ r r- O O 0O � MN CV � O M p� �� co O O 0 O� � Ln O�M�O O Opp Ln00 °- 00 0 � ai ()r-O� 00 Ln 00LO00 O - LO '0M0) � N ONIn tiNm LO M CY) L� LlO ? C+ii t� LO U-) U') � I- N N L() + + O C H D�Loz z 0 co�Lnz z z �0 mco `� � �L�O �LOZ O �cn�Z z z j��z z z z o�OZ Z O tic��? ���z z N CO - - 530 530 530 1 530 550 550 550 550 530 1 530 525 525 PROPOSED GRADE 520 520 EXISTING GRADE 515 515 \ 3' MIN. 510 510 SWM2 RD4 ` 14.09' OF 8" HDPE 505 @ 3.00% 505 500 500 9+50 10+00 10+50 RD4 - SWM2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 525 525 PROPOSED GRADE 520 520 515 515 510 R03 4� ?0, 8" y0 E 3.00% G 510 505 505 EXISTING GRADE \ 500 500 9+50 10+00 11+00 RD3 - STR 402 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 545 545 PROPOSED 540 GRADE 540 EXISTING GRADE / 535 535 WATERLINE 'C' 530 530 3'MN. R 2 31.01' F 525 8" H D E 525 o 520 520 9+50 10+00 10+50 RD2 - STR 212 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 EXISTING 545 GRADE 545 540 540 WATERLINE 'B' 535 535 PROPOSED GRADE] 3' MIN. 530 530 Rol 08569, OF PF @ 3.00% 525 525 520 520 9+50 10+00 11+00 RD 1 - STR 208 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 525 525 EXISTING GRADE 520 520 PROPOSED GRADE 515 \ 515 \ 3' IN. 510 3 ,.82'OF „yDPF "01 510 SWM2 > 24.80, 3.00% 12,, yDP @ 3.00 F 505 505 500 500 9+50 10+00 11+00 STR 704 - SWM2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 12+00 13+00 STR 412 - SWM2A HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 9+50 10+00 10+50 STR 602 - SWM2 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 14+00 15+00 M O LO � O CD t 404 CDao 0 N STA 12+62.82 -,t Ln O6z - TOP 516.21 o INV IN 511.33 (405) �Q0-O NQILZ 0 Z INV IN 511.33 (501) �U)�z LLoWP-z INV OUT 511.23 (403) 5�n 5�n 525 525 PROPOSED GRADE 520 520 515 515 3' N�I N 510 I \501 510 503 g�� PE 43.89' OF @ 0.5�% 8" HDPE \ @ 3.50% 505 505 EXISTING GRADE 500 500 9+50 10+00 11+00 STR 504 - STR 404 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NOTES: 1. CONTRACTOR SHALL PLACE FILL UNDER PIPES/MANHOLES LOCATED ENTIRELY WITHIN FILL SECTIONS AT 95% COMPACTION. EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8' X 8' O.C. COMPACTED 21A AREA CENTERED ON THE PIPE/STRUCTURE. CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8' X 8' O.C. 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED PIPE/STRUCTURE BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH COMPACTION RESULTS PRIOR TO ACCEPTANCE. 2. SLOPE BENCHING SHALL BE PROVIDED ON ANY PROPOSED 2:1 SLOPES. SEE SHEET C5.2 FOR DETAILS. u' 0!p O w Q CRAJG W J. KOTARt Ki laic. No. 0402048507 k3-2 2 0 i 70NTA'L I_xqp M E 0 0 rn � N � N � Q o > E w 6E LU Q H 3 aL o w L w O ro QW v 00� J w J - Ln N d > p N C7 LU N Z X O w oa =� c U > to a CLo O rnN ?ll M a � 00 J 0 (D 0 0 W > w_ U Q Z 0 0 r z J o_ w z U) O J D_ � Z U Ln w 0 Ln z 0 w U > 0 w 0 p� U z Z) 0 U 0 N w O N Q M 0 M O DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE AS SHOWN LU 0 V 1 Z 0 z I < W IL z O J O U LU w J J � w O m J r� a � V 0 z Q V 1 0 co JOB NO. 44523 SHEET NO. C7.0 6 f Z' U N 0 w 0 a a 70 a 0 co tn 7o cu If co a a a 3 L 0 50 PROFILE SCALE Ln �DOLLo _ + Ln0 Q0> waiF-z 565 238: MH-1 STA 10+54.62 TOP 553.27 is 0 M co INV IN 544.95 (239) M 't INV OUT 544.86 (237) LLi`O 236: DI-313 8 ft Throat 00 M SoM co STA 10+70.16 °? 00 (0 � + Co Loo � TOP 552.66 0 LO z_ z_ Oo d INV IN 544.39 (237) C) Q > > > INV OUT 541.11 (235) N c i� z z z 232: 15" Basin - Circular Grate (Nyloplast) STA 12+68.72 TOP 537.00 INV IN 532.55 (233) INV IN 532.71 (241) INV OUT 532.84 (231) 565 535 560 560 EXISTING GRADE 555 555 PROPOSED GRADE 550 550 239 54.65' OF 12" HDPE @ 15.00% 545 INE 'A' 545 WATERL T MIN. 540 235 117.94' OF 540 237 15.61' OF 15" HDPE 12" HDPE @ 1.00% @ 3.00% 535 (90 23 535 716 / yo OF AF S.Oo i 530 _ 530 525 525 520 520 a) J O co J � m O (� _ � m 0 _a U Q p T- � 2 o O � p CO T- COp O F-- �00 O OM00 vNO_O � > 00 00f`-? O � M P-� O O 00m 4 N LO ��Oti O Lo co �oNO O O ��00 �M�O i coNd-) 4 �r-- BOO Ln = g �~Lf Lo Lo LOz 0 N0 �� O - +cot 0z �u'z �� z (n Lu L01 mO z O z0 �o0>> > ~a OZz o -zO F- O> > _~ O 04 QHOzz 0> > o �- �Oz U) F- n P- z z z U) F- U) F- U) F- z cn P _ 500 475 475 PROPOSED � EXISTING GRADE \ GRADE 530 495 70 _ \ 470 \ SWM1 \ EXISTI G \ 525 GRADE 49 5 465 3' MIN. 520 485 460 460 50.44' F \ \ STEP DOWN 24" HD RE \ '$TRUCTURE @ 8.0 % \ V\�TH 2" \ \ STEEL PLATE 515 480 455 455 1 5 \ 9 .07' OF \ 2 HDPE � EXISTING 510 \ Ca 475 STEP DOWN 12.00% 450 FGRADE 450 STEP DOWN \ 3' MIN. STRUCTURE STRUCTURE WITH WITH Z„ STEEL PLATE T MIN. STEEL PLATE 9g 707e 7�OF \ 505 �� 70� 470 445 24-, 445 `v,, '9 103 @ Sh'OpF 00� @�0'�pA,.� 164.19' OF 24" HDPE ° \\ 0� @ 8.00 /o o O 500 1465 440 _ 440 00 495 460 435 _ _ 435 STEP DOWN STRUCTURE WITH Z" STEEL PLATE 490 455 430 430 9+50 10+00 11+00 12+00 13+00 13+50 9+50 10+00 11+00 12+00 13+00 14+00 STR EX1 - STR 232 SWM 1 B - STR 100 HORIZ SCALE: 1 "=50' 106: MH-1 (WITH SL-1) 234: DI-313 8 ft Throat VERT SCALE 1 5�: 12" Basin - Circular Grate (Nyloplast) STA 10+70.89 STA 11+88.38 304: 12" Basin - Circular Grate (Nyloplast) STA 11+62.71 TOP 506.27 44: 6" Basin - Circular Grate (Nyloplast) TOP 543.66 12" Basin -Circular Grate (Nyloplast) STA 10+00.74 TOP 538.40 INV IN 500.16 (107A) STA 10+00.68 ST 68 INV IN 539.93 (235) STA TOP 543.68 INV IN 531.26 (303) INV IN 500.48 (107B) TOP 540.97 INV IN 536.81 (243) TOP 536.9 INV OUT 539.42 (303) INV OUT 531.16 (301) INV OUT 491.07 (105) INV OUT 537.53 (243) INV OUT 536.55 (233) INV OUUTT 532.96 (241) 555 555 520 1 520 555 1 1 555 550 550 EXISTING 550 \ GRADE 550 PROPOSED \ GRADE 545 \ 545 540 as \ 540 535 3 535 167 03 72„9 OF @604AF T MIN. 530 530 6 301 SWM1 O 525 525 9+50 10+00 11+00 STR 304 - SWM1 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 PROPOSED EXISTING GRADE GRADE \ 515 515 550 550 EXISTING GRADE PROPOSED 510 510 545 GRADE 545 SWM2 \ 3' MIN. 505 505 540 3' MIN. 540 500 �0 70)e 3g, yO OF 500 535 243 O 72.52 OF 535 A S00% @ 1.00% 495 495 530 _ 530 490 O 490 525 525 12+00 12+50 9+50 10+00 11+00 SWM2B - STR 106 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 15+00 PROPOSED RIPRAP 16+00 206: DI-313 10 ft Throat 222: DI-313 6 ft Throat STA 14+02.20 STA 10+00.00 TOP 534.45 TOP 535.23 INV IN 530.66 (221) INV OUT 531.00 (221) INV IN 526.58 (207) INV OUT 526.48 (205) 555 555 545 545 PROPOSED GRADE EXISTING GRADE 540 540 232: 15" Basin - Circular Grate (Nyloplast) STA 12+68.72 TOP 537.00 INV IN 532.55 (233) 535 T MIN. 535 INV IN 532.71 (241) INV OUT 532.84 (231) 241 2 .85' OF 530 12" HDPE 530 00% 525 525 520 520 VI-H iD 10+00 11+00 9+50 10+00 11+00 STR 244 - STR 234 STR 242 - STR 232 550 550 EXISTING GRADE 545 545 540 540 PROPOSED GRADE 535 f 1 535 530 530 221 6.83' OF 12" HDPE @ 5.00% 525 525 9+50 10+00 10+50 STR 222 - STR 206 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 NOTES: 1. CONTRACTOR SHALL PLACE FILL UNDER PIPES/MANHOLES LOCATED ENTIRELY WITHIN FILL SECTIONS AT 95% COMPACTION. EMBANKMENT MATERIAL SHALL CONSIST PREDOMINANTLY OF SOIL AND BE PLACED IN SUCCESSIVE UNIFORM LAYERS NOT MORE THAN 8" IN THICKNESS BEFORE COMPACTION IN ACCORDANCE WITH VDOT 2007 ROAD AND BRIDGE SPECIFICATION 303.04. AFTER 3' VERTICAL PLACEMENT OF FILL, CONTRACTOR SHALL EXCAVATE RECENTLY LAID FILL AND INSTALL COMPACTED VDOT STD. 21A STONE IN AN 8' X 8' O.C. COMPACTED 21A AREA CENTERED ON THE PIPE/STRUCTURE. CONTRACTOR SHALL REPEAT THIS OPERATION UNTIL AN 8' X 8' O.C. 21A STONE BASE IS INSTALLED BETWEEN THE EXISTING GROUND AND THE PROPOSED PIPE/STRUCTURE BASE IN EFFORTS TO REDUCE THE RISK OF SETTLING. CONTRACTOR SHALL PROVIDE VDOT WITH COMPACTION RESULTS PRIOR TO ACCEPTANCE. 2. SLOPE BENCHING SHALL BE PROVIDED ON ANY PROPOSED 2:1 SLOPES. SEE SHEET C5.2 FOR DETAILS. u' 0!p O w Q CRAJG W J. KOTARt Ki Lc, No. 0402048507 k3-2 2 0 �rA'L M E O O rn � N � N � > E LU °� E Q LL o L w O ro � LU i M a J U 00 LU J - Lf ) H d O N (D LU N z� M O J3x <OJC Lai Oa =� = U > Ul a c L^ O rnN N � i M a� 00 J z J o_ LU Z U) _d � Z � LU 0 z ~ O Lu U > 0 LU p� U z O U O N Lu O N 0 N M O DATE 0112112020 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE AS SHOWN w 0 I' -^I V 1 Z 0 z I < LU LL z O J O U"a w J J DC w 0 m J Ir-nI a � V 0 z Q V 1 0 co JOB NO. 44523 SHEET NO. C7.1 6 c Z, 2 U c N 0 0 0 a a F m `o a 0 co tn 70 c CU If co CL a 0 3 c L HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 50 PROFILE SCALE rexa 1,0N 565 565 560 560 555 555 560 560 r- CRAIC W J. K19FARSKI Lrc. No. 0402048507 -23-20�' �s 70�1A�.. 4' M E O 0 M V N N � > E w °� E QU-o a 0 L ^ w w O ro ,� M a � U o0 �,J.,orn 0 J C7 U) No N Q zLU H ;'M � - H •� X U �OJC �< w o Q = p cn = c z z =v >� 0 w ~ ui o N w O M U a � o w Z O U 0 2 cD O O W N W O LL Lu w \ U 0 N Q z Mo 0 DATE 0112112020 0 r 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 9+50 10+00 11+00 11+50 • DESIGNED BY WATERLINE 'A' (FIRE) WATERLINE 'B' (FIRE) WATERLINE 'C' FIRE) WATERLINE 'D' (FIRE) • K. MELLON HORIZ SCALE: 1"=50' 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 VERT SCALE: 1 "=5 565 • C. KOTARSKI • • SCALE AS SHOWN 560 560 540 540 540 540 Lu I' -^I V 1 Z 1 F O I Q LL > J M ` \ 1--4 W L.L ZO J O Uua ri w Vl Q 3.5' MIN. � � J i--i Ir—nI a V 0 z _7 Q V 1 211 O 1 0 W 5 9+50 10+00 11+00 9+50 10+00 10+50 9+50 10+00 10+50 9+50 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 17+50 JOB NO. WATERLINE 'El (DOMESTIC) WATERLINE'F' (DOMESTIC) SANITARY SEWER'B' SANITARY SEWER'A' 44523 HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' 0 50 VERT SCALE: 1 -5 VERT SCALE: 1 -5 VERT SCALE: 1 -5 VERT SCALE: 1 -5 SHEET NO. PROFILE SCALE C7, 2 CONNECTIO TO EXISTING WATERLINE. 560 VERIFY LOCATION 560 AND ELEVATION. CLASS 52 IP WATERLINE 555 � � ✓ \ 555 � 3.5' MIN. EX STING 550 � G DE 550 1.2' PROPOSED � 2.4 GRADE 545 \ 545 SANITARY \ SEWER 'A' \ \ 540 540 STORM PIPE 2 7 \ Z Q \ 535 � 535 w >Q O Z � J 530 X 2� CT 530 � O� p p W W � Q � W m W m p z Q = W m J J � � W � o N w 00 L� W N WQ WQ WQ 525 � O N � � � � � � � � 525 STORM PIPE 209 555 555 550 550 545 545 EXISTING GRADE 540 \ 540 PROPOSED � GRADE 535 535 3.5' MIN. 530 530 2" DIP m 525 z STO M PIPE 525 J W Q 520 W W � 520 PROPOSED GRADE- 535 535 EXISTING GRADE 530 525 530 525 O z z o O Q m � � w 520 O � 520 w � STORM PIPE 503 515 1' 515 510 510 1" DIP 505 505 500 500 555 555 550 550 545 545 GRADE 540 6" CLASS 52 540 DIP WATERLINE PROPOSED GRADE 535 535 WATERLINE'D --j� 3 5' MIN. 1' 530 530 Q w m z z � STORM PIPE 525 J 525 J w TORM PIPE � � J w cA Q Q Q Q RD1 p p � m mw Q 0 0 � 520 � � � � � � 520 PROPOSED GRADE 535 535 EXISTING GRADE 530 530 525 525 z o � Q m � a a 520 O � 520 a a STORM PIPE 503 515 515 510 6 510 6" PVC SDR- @ 1.0% SLOPE 505 505 500 500 550 R 'A' 550 545 545 SEW 6" CLASS 52 PROPOSED DIP WATERLINE GRADE 540 EXISTING 540 GRADE 535 � 535 1.4' 1' 530 � 530 STORM PIPE RD2 525 525 J m w Q Q 520 z Q 520 J = _ w � p W Q m io W o , x 515 � � �� � 515 555 555 550 550 EXISTING 545 GRADE 545 6" CLA S 52 DIP W TERLINE \ \ PRO OSED � GRADE 540 540 535 535 3.5' MIN. 1' 530 � 2 6' 530 WATERLINE' B' Z STORM PIPE 209 U 525 _ z Z 525 O p U z w w � m w Q 520 N � 520 EXISTING 560 3.5' MIN. G DE 560 � WATERLINE 'A' 2" HDPE IPS DR-11 \ 555 \ 555 CONNECT T EXISTING _ 3.5' MIN. SANITARY PUMP STATION VERIFY LOCATION AND \ ELEVATION \ 550 \ 550 \ 1.5' ` 545 545 540 V 540 � PROPOSED � GRADE 535 \ WATE LINE'C' 535 530 2.1' 530 STORM PIPE \\ 211 2" HDPE IP DR-1'I\ z 525 � 525 520 520 � v 515 515 L_ PARKING LOT LANDSCAPING. �ALTH 0 PARKING LOT LANDSCAPING 1,190 SIF /, c Y N cq N O N M N M c 0 a) 0 a 3 Z J a \/\\ \557 PARKING LOT LANDSC G _ _ I _.�_ 54 IT O / �536�� �'�_ ` ❑ -- - - - - v v _ _ �� ° ° \ \ < l - - - - - _ 530 I I III � I I I v v \ � �A v � / % j �� � jv v � v vy w vvv vv vv vvv ����❑yv � \ � � ` - - _ _ 53'S° o ° `_ - - - - -- - - -- - - - - - - � _ - _ - - 7 _ \ - --- ° °3� _ �' I \\V\\\ \ V \ v v ,�vA v��/�v �/v max/ � � ', v v v v v��v � - -_ ----_ ___ ------' — -__ __- _ � v vvv _- ❑ _V ❑ II, \ I I I I I I III I II II I I I A --------------- EXISTING\\ \\v\v v •T \ v �\\ \v /\\ /\ � \v yv \�-�� y� s8r.,� � � \� % / .� � � � � \ \ \ \ � � - - - - - - - - - -E D- _- B-U--r--t--D-1-N--GPam_ P o-s - II/� V A ------_ - --__ --- -'--_---_ - _ DECIDUOUS �� - - - - - - - - - - - I I 1 1 1 \ 1 \V A ❑ A FORESTED _ V — — 520 AREA y - I III 1 AA V II \\ �igAA (� ❑ ❑ ��/�/ V/� ��/ \ \ \ - _ - - - _ _ — — - - - LL I I I I 1 I I I I I 1 \ 1 I I I I I I I \V / "\ /� \ _ - - - - - - - - - _ - - - _ — — y — — - - v A � �, �°--- - --__ ----- v�`�° _ ° ,� -'- I I I I I I I I I I I I I I\\11\1111 11111 11I I--,A�V/��'v �.�`J•\/�� X �� y ,�� A �A �A _ p -----_ -- ----- -y _ - � y y — — — 10- �, y v vv v v � v v/� v vvv � v v v y v vim` ❑ / / 111 1 I I 1 ,, 1 vv vv vv vv 1 � \ ���/ v%�� � / � ❑� � � y � \ v- V- A v `_5_-A_ 6-----_-- ---- -- _ y_- S_7��5 C���Q - - -- - - - -- - - EXISTING (T� - � �❑ � ,�// / D SLOPE MASTER FORESTED - ❑- // J / / AREA / II111 III1A1111 I111 VAVAA\\VA \\VAVAV/ vvA���❑/� � �v�/�������-���__ \ - � `AA \ � _ �����/��\�V�`�\�vr��1�����y\�i�/�// I I I I 1 I 1 1 I 1 1 I 1 V A \ \ \ \ \ V � / � �� � v � ✓ ?� � � -� � - - _ - - — _ — \ ` V A ` \ . \ - - - � % i � � \ � �` v %` \ iG .�` \ / I I I I 1 11 1 1 I I1 II 1\ \ \ \ / _,. \ \/� � � �\y � /� /� \ _- -__- -- - \- _ \ k /// \\\ �c x / / '�\✓ / // / \ - - - - - - - - -- I \ 1 I 1 1 I I I I % _- - - - - - - - _ /ell- - - - - - \� \ %❑ / ' '/ �`\/ —480 EXISTING ---'�% � // ❑.r / � // // / // / // DECIDUOUS FORESTED i� /— , AREA 1 _ /- UF/ cA OP B� 6- � / � / � /// � I I II II I II I 1111 III 111 A \ /%%v �v�'��❑/ /// / — 4�/0�- / ��_ l ���--�-_ �� _�'// / /// / / / / / /// /// / /// / SCALE 1 "=30' , 30 60 NK W. H� III i Wo. 141 \ STEEP SLOPE MANAGEMENT 03/23/20 SLOPE MASTER MIX 61,181 SF `APE AR ---- . \\ ` SEE SHEET L1.1 FOR LANDSCAPE PLAN o v _ ,� v , ❑ -- \' IREEUN v _ o -�- - A // ❑I �1� `." EXISTING OO -T1- - - - - -- \ \\ —/ic / DECIDUOUS i' _ / l ® o� I C-) �'❑ `�--���-'�.C\ ��_—�/;------_ _ `\ �❑❑/�/ FORESTED __'S5 �� ��`1 / \ \ ' �� ❑ AREA _ - �1 - / I- - \ ❑ _ ❑ ASTERMIX v �P 10" POPLAR ,.-� ❑ C 536 - /-y-v vvv v\ vvv vvv A ` v v v v - � v v v v v v v \ v v v � � v � � \ � ❑vvvvvvv\v vv�A/ �i/�/v /� � M E O 0 N � N C >E w Lu 0,3 U. o w 0 Lu L M Qa j U co wJ-Ln W rj N X w oC � c U j F- a c "i O rnN � M a � OD J S F-- CL 0 z Q a w F- z � d Q U z U) w O F- z O w V > o w O U F- z Z) O U O N Lu O N 0 N O DATE 0112112020 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=30' w 0 rH� V 1 z O i z a Lu Q U J o (n U -o wz J J a J w J 1( 1'1� Q V c2 Lu O z V ) O co JOB NO. 44523 SHEET NO. L1.0 L c 0 N 0 N N N M N m c 0 6 FL 3 a Z g a \ I I I 1'REE,L/NE y y y, EXISTING- \ DECIDUOUS FORESTED - \ AREA 555 \ \ - \ — — — — ` — c� I�� '---555 v v — k-- 550 - -- --- --- - v - v- 101, v POPLAR PLANT KEY TREES BOTANICAL NAME ACE RUB ACER RUBRUM 'AUTUMN GLORY' QUE PHE QUERCUS PHELLOS TIL COR TILIA CORDATA SHRUBS BOTANICAL NAME ITE SPR ITEA VIRGINICA 'SPRICH' SPO HET SPOROBOLUS HETEROLEPIS GROUND COVERS BOTANICAL NAME CAR ELA CAREX ELATA'BOWLES GOLDEN' HYP CAL HYPERICUM CALYCINUM re O �NLTH OF 11� NK W. H C III z Wo. 1 03/23/20 � cg kT,pE ARC � M >_ O 0 rn � N � N � >E +� di� Q LULL J a _o LL L ^ w uj W (o ,_j — — — LU \ d�O OJ O N Q / C7 W N 537 M (3) QUE PHE 7- r- U v v v v \ v v 536 v ` y 17 - -- - v v v ` vv �3:OV)Q � Lu z � U S�� w O 43 ( ) HYP CAL cs —550- r a s v (33) ITE SPR M 49 SPO HET A 6„ ` cS`` - ' co \\/\ (59) HYP CAL ( ) _ - - - - W - - - - - `� \ ` � Lu \ \ \ \ \ \ (6) TIL COR (57) CAR ELA o z \ _ 5- / O t� - - �` �. / ss� ss - 554 /� o -- _ \ \ \ \ \ \ \ \ 19 \ — - t — \ \ \ �/ \ \ Q — —/ CD — — — — — _ - ———— — — — --- A ----- o 0 Lu w w o I M Lo — U N 53'�' z (1)ACE RUB A ® I y — — — - - - - - \ o 0 0 CD // vo v A v v v v v DATE I \ \ (30) CAR ELA \ - - > I, v v v v \ \ v v v v v v v \ (25) ITE SPR - - 6 _ _ _ _ - - Ln s „ v v v 550 �� ' � 0112112020 - - - - - - - - v v v no v (39) SPO HET p A® 6"W - - - - - - - -6�(1) ACE RUB o °o 0 ° a° 0 0 0 ° ° o oy 540 - o a 53 0 \ vv V `v vv vv \ v vvv -MAIN LEVEL FFE: 537.00' -----_ — — — - -_--- --__------- - - - -- - X- *_ ------ __ _ ---_ - y- _ CL___----- -MAIN LEVEL FFE:537.00- — —-'-v-� ° ____--- ____--y \ \ \ \ \ \ o- v---- ----- - ------ — ° o 0 ° 0 — — — _ / _-- -- �— — —— - - `v v PROPOSED �l�lL—D—fN — _— -- --- -- ___, v vvv\vyr \ _ - _ 53 , - - - — - \ i a \ y _ SQUASH_C-OURTS FFE: 513.00' _ - - _ - - _ ° a a \ LOWER LEVEL-FF-E`517.00' y ---- --- - - _ — - ' a as _ - \y\ 1 EXISTING --__---- - - - - -' - �` - - - /� \ DECIDUOUS v _ — _ FORESTED ( �'� AREA `\ a 0 0 o c9 — — ° EXISTING _ / \ DECIDUOUS `\ \ \ _ _ ---- _ __------------- - - - --�- / / \ 505 \ FORESTED 5A 6 AREA�S76 — \ - _�— — — — — — — — — — — 070 — -- — 0-5— — --- ___-- — --------------- _ 0 ALE 1 "=20' FILL SL@P€BENCHING REQUIRED ---- ORAL�P20P�S€D 2�1 SLOPES f�[ � NS� EQ�20 40 y -SfESHEETC5:2-FOR DETAILS14 b OSED2LS\ DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' Lu 0 V / O z z M� < Q W Z) w^ J o U"Q w U J c� J G 0 �wz m a Q r D J 0 z V 1 MO W JOB NO. 44523 SHEET NO. L1.1 L 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 DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT THE TOP OF THE ROOTBALL IS AT THE SAME GRADE AS ORIGINALLY GROWN OR 1-2" ABOVE IN POOR DRAINING SOILS. DO NOT COVER THE TOP OF THE ROOTBALL WITH SOIL REMOVE ALL STRING, WIRE, AND BURLAP FROM TOP %3 OF BALL BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER SCARIFY BOTTOM AND SIDES OF PIT SHRUB PLANTING NOT TO SCALE CONTAINER 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 NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. REMOVE ALL DEAD, BROKEN, DISEASED, AND WEAK BRANCHES AT TIME OF PLANTING 2-3" MULCH LAYER, KEEP AWAY FROM TRUNK 1" COMPOST LAYER PROVIDE MULCH UP AND OVER SAUCER 6" SAUCER REMOVE CONTAINER. SCARIFY PERIMETER ROOTS HEIGHT VARIES WITH PLANTS 12" MIN. EDGE OF BUILDING, WALK OR STRUCTURE VOIDS MULCH LINE PLANT UNDER DRIP LINE OF LIMBED UP SHRUBS & TREES TRIANGULAR INFILL SPACING PLANT PERIMETER AT INDICATED SPACING PLANT UP TO EDGE OF SHRUBS UNLESS OTHERWISE NOTED PLANT 2-3" MULCH LAYER 1" COMPOST LAYER AMENDED SOIL MIX UNDISTURBED EARTH GROUNDCOVER/ PERENNIAL PLANTING NOT TO SCALE ' ] ' Professional Erosion Control Seed Mixture PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY CANOPY TOTAL ACE RUB 2 ACER RUBRUM AUTUMN GLORY AUTUMN GLORY MAPLE 2.5" CAL. B&B 452SF 904SF QUE PHE 3 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419SF 1257SF TIL COR 6 TILIA CORDATA LITTLELEAF LINDEN 2.5" CAL. B&B 288SF 1728SF = 3889SF SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING SPACING ITE SPR 58 ITEA VIRGINICA 'SPRICH' VIRGINIA SWEETSPIRE 30" HT./SPRD. CONTAINER 30" o.c. SPO HET 88 SPOROBOLUS HETEROLEPIS PRAIRIE DROPSEED 24" HT./SPRD. CONTAINER 24" o.c. GROUND COVERS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT SPACING CAR ELA 87 CAREX ELATA 'BOWLES GOLDEN BOWLES GOLDEN SEDGE 1 GAL. CONTAINER 18" o.c. HYP CAL 102 HYPERICUM CALYCINUM CREEPING ST. JOHNS WORT 1 GAL. CONTAINER 18" o.c. SLOPEMASTER is a seed mixture specifically designed for erosion control where rapid establishment is a necessity with little follow up maintenance. SLOPEMASTER features the durable white clover Durana which is a medium -leafed, intermediate type white clover containing as many as 97 stolons per sq. foot which will secure most erodable soils. Durana is a superior white clover that is persistent and will fixate up to 150 lbs of atmospheric nitrogen per acre per year. The Nitrogen fixation by Durana will provide enrichment to a stand of low maintenance cool & warm season turfgrass. Durana is durable and you can count on it to compliment a stand of tall fescue or bermuda with lespedeza to maintain a long stand life. SLOPEMASTER is also treated with Pennington's exclusive GermMax technology for enhanced establishment. Characteristics: • Extremely durable erosion control mixture • Aggressive growth to provide complete ground cover • Contains perennial seed that establish quickly and last for years • Durana White Clover establishes stoloniforus growth to hold soils in place • Durana White Clover fixates atmospheric Nitrogen for reduced fertilizer requirements Where to plant: Primary Adaptation Adapted to some sites Establishment: SLOPEMASTER can be planted by drilling, broadcasting, or hydraulic seeding. Planting can be made throughout the year when mixed with companion grasses that are suitable with planting dates, i.e. tall fescue in the fall or bermudagrass in the spring. Planting depth should be no more than '/4 inch (6.35 mm) for many stand failures result from planting to deep. Liming to a pH of 6.0 and providing adequate potassium and phosphorus are necessary to ensure a productive stand. Soil testing is highly recommended. Southern Fall/Spring Mixture: Northern Mixture: 50% Turf Type Tall Fescue 75% Turf Type Tall Fescue 40% Unhulled Serecia Lespedeza 11% Annual Ryegrass 10% Durana White Clover 9% Unhulted Serecia Lespedeza 5% Durana White Clover Seeding Rates: 50-200 Ibs / acre (22.7-90.80 kgs / hectare) P.O. BOX 290 * MADISON, GA 30650 * (706) 342-1234 * 800-277-1412 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 -PER 32.7.9.8.A.l. REQUIREMENT AREA CALCULATION REQUIRED PROVIDED 4,887,126 x 10% OF SITE TO 9,439,936 x 0.10 = 1.25(EXISTING) + HAVE CANOPY 9,439,936 SF 943,993.6 SF 943,994 SF 31889(PROPOSED = COVERAGE 6,112,769.5 SF GENERAL NOTES PRE -CONSTRUCTION • CONTRACTOR IS RESPONSIBLE FOR CONTACTING "MISS UTILITY" AT 1.800.552.7001 FOR LOCATION OF ALL UTILITY LINES.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS. NOTIFY LANDSCAPE ARCHITECT OF CONFLICTS. • VERIFY ALL PLANT MATERIAL QUANTITIES ON THE PLAN PRIOR TO BIDDING, PLANT LIST TOTALS ARE FOR CONVENIENCE ONLY AND SHALL BE VERIFIED PRIOR TO BIDDING. • PROVIDE PLANT MATERIALS OF QUANTITY, SIZE, GENUS, SPECIES, AND VARIETY INDICATED ON PLANS. ALL PLANT MATERIALS AND INSTALLATION SHALL COMPLY WITH RECOMMENDATIONS AND REQUIREMENTS OF ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK". IF SPECIFIED PLANT MATERIAL IS NOT OBTAINABLE, SUBMIT PROOF OF NON AVAILABILITY TO THE LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS. • SOIL TESTS SHALL BE PERFORMED TO DETERMINE SOIL CHARACTER AND QUALITY. NECESSARY SOIL AMENDMENTS SHALL BE PERFORMED PER TEST RESULTS TO ENSURE PLANT HEALTH. CONSTRUCTION/INSTALLATION • LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT INTERFERE WITH SIGHT DISTANCES. • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS WHICH AFFECTS THE GUARANTEE. INSPECTIONS/GUARANTEE • UPON COMPLETION OF LANDSCAPE INSTALLATION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE GENERAL CONTRACTOR WHO WILL VERIFY COMPLETENESS, INCLUDING THE REPLACEMENT OF ALL DEAD PLANT MATERIAL. CONTRACTOR IS RESPONSIBLE FOR SCHEDULING A FINAL INSPECTION BY THE LANDSCAPE ARCHITECT. • ALL EXTERIOR PLANT MATERIALS SHALL BE GUARANTEED FOR ONE FULL YEAR AFTER DATE OF FINAL INSPECTION AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH. DEFECTS RESULTING FROM NEGLECT BY THE OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND THE CONTRACTORS CONTROL ARE NOT THE RESPONSIBILITY OF THE CONTRACTOR. • PLANT MATERIAL QUANTITIES AND SIZES WILL BE INSPECTED FOR COMPLIANCE WITH APPROVED PLANS BY A SITE PLAN REVIEW AGENT OF THE PLANNING DEPARTMENT PRIOR TO THE RELEASE OF THE CERTIFICATE OF OCCUPANCY. • REMOVE ALL GUY WIRES AND STAKES 12 MONTHS AFTER INSTALLATION. ,TH p NK W, H C C III z o. 1� 03/23/20 w� 'PE AR M E O O M U N N > E a' E w QLLa Q o a o L I—'- w 0 ra W <Y = M Q_j U00 z a J Ln N — CDN Q U W d z H 2 r'"' ~ x U w C 2W �� oQ ` 4 = cti z O z =v >L w N W O M � U >_ CO J z �W O U U) af M O cD O o O W N W O = Q M U o N Q z o O DATE > o0112112020 DRAWN BY } M. RACHNER • DESIGNED BY • F. HANCOCK • CHECKED BY • F. HANCOCK • • SCALE W 0 Irk^ V 1 0 `= J 1 I —I Q O w cd < z o co2! >_ Q z J O W Uw Vl Q O Jwz °o LJJ Q a Iran V Q U C) U) 2!� z Q J O m L JOB NO. 44523 SHEET NO. L2.0 0 Y T 0 m 0 N O N fM N M c 0 m 0 3 z J a z J -0 5 -0 .3 0 . \ . 3 \ 0 . 0 .5 \ 0.6 0.5 0.3 0.2 OF. -2 0.1 - _0 . 1 '0, 0 0.0 0.-0 0.1 0.8 /T 1 .'2 - -0 3 0.0 ,1�._2 1. 7 v 0. 1. 1 0.7 0.6 0.3 0.2 0.1 0.1 0'. 1 0 0.1 1.0 a 0 0. 6 0. 0 0� 0 0 0.0 0.0 0.0 0.0 0. v 0.0 0.1 \ \ \// V/� V 0.8 v 1 .5 v .8 v 2 \0- 2 2.2 2. 0 1.9 2.0 � 2 . 0 2 . 1 2.2 2.1 � 1.9 -1.q 1 _4 -1 -5- 18� - � 0 2 . 1 2.2 2 2.1 2.1 1.9 1.6 1.2 1. 1 - 1�3 � 1 .4 1� �2 4� � � l . 6 v 1 .8 v1 0 .7 0.6 0 .3 0 .2� � 0 .3 1�� �4 � e'r 0 . �.3 � ��l _ M 12 -- -550- -638 - r V\/_v v � S3� 0 0. 0'� 0. 0 0.0 0 `0 v 0. 0 v 0. 1 / T /� /V\\\� �v'.'��f 1. 1 2 .2 2 .5 �5 2 S�J �. 9 2 .5 3.2 `Sui 0 2. 9 3. 1 3 .3 2. 3 7 1. 4 1 .5 1. 9 2. 8- . 0 2 9 -3. 1 1 2 .2 6 1 `j 1 .3 6t� 1. 2 .3� 8 3 :" 7 4 1 .4 1 .2 8 0. 2 2 0. 9 _ 0. 0 0. 0 �0 0. A 0. 0 0. 0 0. 0. 0 v 0. 1 v 0 1 OS 0 .,2 0 .3v 0 .�v 1. 1 v 3.1 2. 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Luminaire Schedule Symbol Qty Label LLF Lum. 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H� III i o. I41f 03/23/20 i qpE AgC� M E 0 0 rn � N � W °� E LU U. o W O LU L M Qa J U co W J - UI d > ry o N Ur LU N zr- °'� 0 X C U j ko a C Lr) O rnN � M a � OO J kD� z Q a W H z U) d Q U z U) W in U-) z O W > w O U z Z) O U 0 N W O N 0 \ M 0 DATE 0112112020 DRAWN BY M. RACHNER DESIGNED BY F. HANCOCK CHECKED BY F. HANCOCK SCALE 1"=20' LLB 0 (H� V / O z z i a > a U j I --I J 0 H ULU w J J O 0� LU 1I-I Q O = V a 0 z U) O co JOB NO. 44523 SHEET NO. L3.0 0 c Q U C L �Q,LTH OF Submitted b Lighting Virginia Catalog Number: Type: Submitted b Lighting Virginia -Central Catalog Number: Type: Submitted b Li htin Vir inia-Central Catalog Number: Type: Submitted b Lighting Virginia -Central Catalog Number: Type: �� llf p,DAM,q Job Name: UR20-24L-25-4K7-2-UNV-PT23-XX- Q.pAMd, Job Name: UR20-24L-25-4K7-2-UNV-PT23-XX- T"Ara, Job Name: UR20-24L-25-4K7-2-UNV-PT23-XX- Q.pAMd, Job Name: UR20-24L-25-4K7-2-UNV-PT23-XX- �O LIGHTING Boys & Girls Club Northside CLR PT2 LIGHTING Boys & Girls Club Northside CLR PT2 LIGHTING Boys & Girls Club Northside CLR PT2 LIGHTING Boys & Girls Club Northside CLR PT2 VIRGINIA Architect: TIMMONS VIRGINIA Architect: TIMMONS VIRGINIA Architect: TIMMONS VIRGINIA Architect: TIMMONS Notes: �7�j Notes: "' Notes: "' Notes: "' NK W. H� C III "'gRNE� LV - CENTRAL20-30719 '4RNEp' LV - CENTRAL20-30719 '4RNE� LV - CENTRAL20-30719 4RNE� LV - CENTRAL20-30719 `j"�/ W . l Y% y 03/23/20 UR20 UR20 UR20 UR20 IIICIM LIGHTING Oull LED kl_ur2Opost_spec.pdf IIICIM LIGHTING Ouro-LED kl_ur20post_spec.pdf IIICIM LIGHTING Ouro'„LED kl_ur20post_spec.pdf IIICIM LIGHTING Ouro-LED kl_ur20post_spec.pdf 1PE AR" JOB TYPE LUMINAIRE PERFORMANCE SPECIFICATIONS CONTROLS 3000K 4000K 5000K Housing: total fixture failure. ANSI/IEEE C62.41 Category • IP66 rated. Photocell Receptacle SiteSyncTM1 Round Pole -Mounted Occupancy NOTES APPROVALS Nominal • TM Sensor 16' to 30'. Select voltage and LED Nominal Lens • C High. EC 62262 Compliant for IK10 Rating. Lumen Distribution BUG Rating BUG Rating BUG Rating Low copper aluminum alloy die-casting is p 9- 7PR SiteSynCTM wireless control system for reduction 9 a Wattage options finish color. FEATURES Package Lumen B U G Imlw Lumen B u G Imlw Lumen B U G Imlw designed as one-piece with internal cooling fins. •Open circuit fault will turn off the luminaire in • IDA approved, 3000K and warmer CCTs only. Full asketed and wired 7-pin receptacle in energy and maintenance cost while optimizing M 1= CERTIFICATIONS order to protect the sensitive electronics and Y g P P light quality 24/7. See ordering information or SCH-R M oU • 20" size in post top, pole and wall mount • Elegant form factor FIR 2932 0 0 1 115 3119 0 0 1 123 3098 0 0 1 124 •Solid, cast aluminum wall creates a thermal option. Easy access location above the electrical - O i. FR-BC 1994 0 0 0 78 2121 0 0 0 83 2107 0 0 0 83 barrier between the optical and electrical acts as a signal for maintenance. CAUTION: compartment. 7-pin construction allows for a visit www.hubbelllighting.com/products/Sitesync details. Round Pole -Mounted Occupancy Sensor: 16' to rN�1 C c L us • High f i 17 if �` for more details. H g performance optics up to ,000 Diffusion lens option „„•..�aa.• D1 � l K10 compartments. Programmable Driver is rated for -40°C starting. Fixtures must be grounded in accordance user -defined interface and provides a controlled 30' - an outdoor occupancy sensor with 0-10V Q o 2 2943 1 0 1 116 3099 1 0 1 122 3110 1 0 1 124 p P P Y � delivered lumens • SiteSynCT^^ wireless control options LISTED O 2-BC t7za 1 1 a t 7z t zz t 72 • "Thermal Shield primary side, thermister with national, state and/or local electrical definition of operational performance. ANSI interface dimming control that mounts directly > 30001 and warmer CM only C 0 0 68 83 0 0 8 0 o Molded silicone gasket throughout insures the p Y Dimming WASP Occupancy Sensor 3 3007 1 0 1 118 3200 1 0 1 126 3178 1 0 1 127 sealing between the two compartments and provides protection for the sustainable life of Codes. Failure to do so may result in serious twist -lock control module by -others. to the pole. Wide 360° pattern. Module colors LU }, 3-BC 1830 0 0 1 73 1947 0 0 1 78 1934 0 0 1 77 provides ingress protection. p personal injury. WSP are available in Black, Gray, and White. Module = '> SPECIFICATIONS p g p electronic components. Standard customer operation modes: Y, F UJ uy 3 Z FM33 PT23 FM44 PT24 PT34 The Dimming WASP Outdoor Occupancy Sensor is cut for round pole mounting. Pole diameter is U 0i 3 Q (srep mi No 4 3056 0 0 1 120 3251 0 0 1 128 3229 0 0 1 1z9 • Housing is designed with integral LED heat sink WARRANTY: 1. Traditional on/off photoelectric control. < Dimming: is specifically designed to provide 0-10VDC needed upon order. Poles to be drilled in the field Q LL + Lens 4-BC 2235 0 0 1 88 2377 0 0 1 93 2362 0 o t 93 2. 5-pin wireless photoelectric control o a m d utilized for thermal transfer and for securing ° ° For full warranty see: http://www.hubbelllighting. output for the control of dimmable fixtures. will be provided with installation instructions. C) LL aw 3o7s t o 2 tzt 3276 1 0 z 1z9 3253 1 0 2 t30 Dimming range from 100 /° to 10 /° through for added dimming feature. W the location of each LED module. W O to A-, 1555 0 0 1 73 1975 0 0 1 7S 1961 0 0 1 77 the use of the standard 0-10V interface on the com/resources/warranty 3. 7-pin wireless photoelectric control for Easy to use dipswitches allow the user to adjust Ordering Example: SCH-R44/277z/BL3 tY 1u = rv1 I~_ (6,Q� 5QM 2931 2 0 1 115 3119 2 0 1 123 3098 2 0 1 124 • IK09 rated enclosure protects electrical programmable driver. dimming and additional 1/0 connections for sensor time delay and sensitivity as well as a J U co Z U) SON 2694 2 0 t 106 2866 2 0 1 113 2847 2 0 1 114 equipment against external mechanical impacts. set unoccupied and occupied dimming levels. Square Pole -Mounted Occupancy W Zi " - J • Modular wiring harness in the service area customer use. rY O Cr SR 3054 z 0 2 120 3250 2 0 2 128 3228 2 0 z 129 Sensors also feature a daylight sensor for ON/ Sensor 16' to 30'. Select voltage and a 9 o N Q Ln Lens Frame: provides user access to the dimming circuitry. cA N a �- sw 3043 2 0 1 120 3237 2 0 1 127 3216 2 0 1 129 Gray Wire#min, Black Wire OFF control of fixtures when there is sufficient finish color. UW5.a" Ao4"5.4" 24L25FR 2773 0 O 1 t09 2951 0 o t 116 2930 0 o t 117 • One-piece low copper aluminum alloy die-cast • Dimming circuitry compatible with 0-10V, 0-10V DimLine Voltage natural light. Visit https://hubbellcdn.com/ z_ H �3,000 SCH-S U Z 3"�.I 4" 1 FR-BC 1886 0 0 t 74 2007 0 0 t 79 1993 0 0 t 7s is secured to housing with 6 screws. user -defined control devices. white wirPurple Wire instal lationmanuals/2102 B_D im m ingWASPO Xo'on(,ozmm)Neutral0-10V Dimmin Install. df for more details. Square Pole -Mounted Occupancy Sensor: 16 to Q J Q WWeight: 35 Ibs EPA:.512 EPA: N/A EPA:.534 EPA:.424/.608 2 27s4 t 0 1 109 2963 1 0 1 116 2942 1 0 1 118 • Optional factory programmed dimming profile. g P LLBacklight Control 30' - an outdoor occupancy sensor with 0-1 OV C2 W ai p L01631 0 0 1 64 1736 0 0 1 68 1723 0 0 1 67 Brown Wi0ORDERING CODE 0 tional Backli ht Control on each LED module Standard Input Black (+) Orange Wire pole Mounted interface dimming control that mounts directly3 2845 1 0 1 ill 3028 1 0 1 119 3007 1 0 1 120 P 9 10V Cust10V Customer �O) to com letel control unwanted backli ht. White - Defined to the pole. Wide 360° pattern. Module colors U Q)�0 O W36C 1806 0 0 1 72 1922 0 0 1 77 1909 0 0 1 76 P Y 9 Defined Round Pole -Mounted Occupancy = Lfl Green GND Red Wire are available in Black, Gray, and White. Module Q . Clear 4 2891 0 0 1 113 3076 0 0 1 120 3055 0 0 1 122 Line Voltage Sensor up to 16'. Select voltage and c Ln Lens 4-BC 2114 0 0 1 83 2250 0 0 1 88 2234 0 0 1 88 Lens Gray Dimming Lead (-) is cut for round pole mounting. Pole diameter is O finish color. N > 4W 2912 1 0 1 114 3099 1 0 2 121 3077 1 0 2 123 One-piece flat glass lens slips secure with clips. Fixture Purple Dimming Lead (+) needed upon order. Poles to be drilled in the field uy W O UR20 Ouro No Lens or Clear Lens AM Amber No Lens or Clear Lens Blank for no rotation UNV 120-277V FM33 Flush mt 3.0" OD pole, 3" fixture base Housing 3o mA Max SCL-R will be provided with installation instructions. a) M iY U 24L-25 3,000 Im 4W-BC 1755 0 0 1 69 1868 0 0 1 73 1855 0 0 1 5 Extra silicone gasketing is provided to retain a 3K7 3000K, 70 CRI FR Type 1 /Front Row L1 Optic rotation left 347 347V FM44 Flush mt 3.6" to 4.0" OD ole 4" fixture base z 3 O_ } 24L-65 7,000 Im 3K8 3000K, 80 CRI 2 Type II R Optic rotation right 480 480V PT23 3" Post Top mount for 2 3l8" OD Tenon 5QM 2773 t o 1 109 2950 2 o t 116 2931 2 0 1 117 clear optical compartment. Round Pole Mounted Occupancy Sensor up to Ordering Example: SCH-S/277 /BL 00 J SON 2549 1 0 0 100 2112 2 0 1 106 2693 2 0 1 108 16' - an Outdoor occupancy sensor with 0-10V o W Z 56L-7510,000Im 3Type III DALI120-277V PT24 4" PostTop mount for 2 3/8" ODTenon Optical Fusing: AstroDIM � � � 56L-110 15,0001in 4K7 4000K, 70 CRI 4 Type IV iconsult factory PT34 4" Post Top mount for 2 7/8" ODTenon 5R 2890 2 0 2 113 3075 2 0 2 120 3054 2 0 2 122 p interface dimming control that mounts directly 5w 2879 2 0 1 tt3 3064 2 o t t2o 30a2 2 0 t 122 •LEDs shall be mounted to a metal printed circuit SF for 120, 277, and 347 Line volts to the pole. Wide 360° pattern. Module colors AstroDlM provides multi -stage night-time power O 56L-140 17,000Im US 4000K, 80 CRI 4W Type IVWide U HDL- High Diffusion Lens 5K7 5000K, 70 CRI 5QM Type VSquare Medium 28L 30 HDL 3 2816 1 0 1 96 2997 1 0 1 102 3020 1 0 1 101 board assembly (MCPCB). DF for 208, 240, and 480 Line volts are available in Black, Gray, and White. Module reduction based on an internal timer referenced 28L-30 3,000 Im 5QN Type Square Narrow Lens 5W 2917 1 0 1 100 3105 1 0 1 106 3084 1 0 1 103 • Optical lenses shall be clear injection molded Hight temperature fuse holders factory installed is cut for round pole mounting. Pole diameter is to the power on/off time. There is no need for an u j 281-70 7,000 Im 5R Type Rectangular PMMA acrylic. inside the fixture housing. needed upon order. Poles to be drilled in the field external control infrastructure. The unit automatically 68L-80 9,0001m 5W Type (Round) will be provided with installation instructions. performs a dimming profile based on the predefined O yP • Each MCPCB and optic shall be sealed to the Fuse is included. ® z 3 scheduled reference to the midpoint, which is 68L-115 t3,0001m HDL - High Diffusion lens 7-Pin receptacle o Ordering Example: SCL-R44/277 /BL P = dieca piece housing and sealed with a continuous � calculated based on the power on/off times. (D 68L-150 15,000Im 3 Type III/Asymmetric Finish: placement SW TvneVNvm trir one piece injection molded silicone rubber gasket. p Square Pole -Mounted Occupancy Fade and abrasion resistant, electrostatically O • Patent Pending design of optical array shall Sensor up to 16'. Select voltage and � independently shield each LED optic across the applied, thermally cured, triglycidal isocyanurate finish color. 2 length of the aperture. (TGIC) polyester powdercoat. H Fixture Finish Iff Control •. r Standard colors include (BLS) Black Gloss Smooth, Wireless Controls SCL-S 0 CD • Optional fixture finish optical surfaces shall TM W N BLS Black Gloss Smooth 7PR-TL 7 pin PCR with twist lock SWPM-40Fz3.4•5 SiteSync with Sensor 9' to 40' MH BC6 Back -light Control SW7PR23 SiteSync with 7 pin PCR (BLT)Black Matte Textured,(DBS)Dark Bronze wiSCAPE Square Pole -Mounted Occupancy Sensor up to > 0 not exceed BUG ratings of the standard white W BLT BlackMatteTextured photowntrol WSP-40E-1z,s DimmingOcc.Sensorforupto40' MH, SF Single Fuse SWUSB SiteSync Software on USB Smooth, (GTT) Graphite Matte Textured, (LGS) Hubbell Control Solution's wiSCAPETM wireless 16' - an outdoor occupancy sensor with 0-10V w N DES Dark Bronze Gloss Smooth 7PR-SC 7 pin PCR with short- 120277/347V DF Double Fuse SWTAB SiteSync Windows®Tablet finish and shall be greater than or equal to the ng cap WSP-40E-2z5 Dimmingocc5ensorforupto4o' MH, delivered lumens of the optional matte black Light Gray Smooth, (PSS) Platinum Silver Smooth, control modules allow an individual fixture to interface dimming control that mounts directly U Q r4 GTT Graphite Matte Textured TB Terminal Block SWBRG SiteSync Wireless Bridge Node (VGS) Verde Green Smooth, (WHS) White Gloss to the pole. Wide 360° pattern. Module colors U N 7PR 7 pin PCR, wireless 208240V optical surface finish. managed, monitored and measured. The modules Q LGS Light Grey Gloss Smooth control enabled 1,s CLR Clear Lens WIR-RME-L wiSCAPEExternalFixtureModule Smooth, and (CC) Custom Color (Include RAL#). are available in Black, Gray, and White. Module M WSP-40E-3 DimmingOcc.Sensorforupto40'MH, communicate securely over a robust certified Z CD PSS Platinum Silver Smooth AD-011 AstroDIM:50%outut ggOV TL Tamper proof latch SCL-R Occ.SensorforRoundPole is cut for square polemOunting.P0ledlameterl5 P Electrical Components meshed radio signal. The wiSCAPE modules _O VGS Verde Green Smooth at midnight NXSPW14Fzs NX Wireless, Pill Sensor, 14' (up tol6'MH) Certifications and Listings: needed upon order. Poles to be drilled in the field+PRECOMMISSIONEDSITESYNCORDERINGINFORMATION:Whenorderin M DATE provide on/off/dim control, external device input, 9 AD•OZz AstroDIM: 50%output zs SCL-S Occ.Sensor for Square Pole •Standard programmable driver allows for p P will be provided with installation instructions. WHS White Gloss Smooth NXSPW30F NX Wireless, •IUL15985tdndardforLuminaire5. P a fixture with the SiteSync lighting control option, additional information midnight to4AM (up to16'MH) programmable drive current settings. alerts and metering. z 3 will be required to complete the order. The SiteSynCCommissioning Form CC Custom Color' z NX, PIR Occupancy cy Sensor,, Dimming • IUL 8750 Standard for Safety for Light Ordering Example: SCL-L/277 /BL or alternate schedule information must be completed. Thisform includes Of AD-03 AstroDIM: 50% output NXSP14Rs NX, PIR Occupancy Sensor, Dimming SCH-R Occ. Sensor for Round Pole tConsult factory 1 OPM (16- to 30' MH) • Electrical components are stategically located Project location, Group information, and Operating schedules. For more 0112112020 Daylight Harvesting,l4' SCH-5 Occ.SensorforSuarePole in the driver ear compartment • 9 Equipment WIR-RME-L detailed information lease visit www.HubbeIlLighting.com/products/ O AD-04z AstroDIM: 50% output z,s q g p IEmittin Diode (LED) E ui ment for use in NXSP30F NX, PIR Occupancy Sensor, Dimming Lighting Products. sitesync or contact Hubbell Lighting tech support at (800) 345-4925. 10PMto4AM Daylight Harvesting, 30' (16'to30'MH) silicon grommet seal to provide separation from 9 9 DRAWN BY PLEASE NXWE NX Wireless Enabled NXOFM-IRID-UNV NX 7-pin Module then ticalchamber. • wiSCAPEExteternalrnal holocell,480V,1lInpu heighofhtfixturthrselecnonofth leWPM)requirethemounting P ICSA C22.2#250.0 Luminaires. z,3,4 APleasereferto page details range(LDS),InterndlPhotoCell,1Digitallnput, height ofthefixtureforselectionofthelens. SPECIFY SWP 5ite5yncPre p 9 9 commission • Maximum lightning surge current 20KA with • ANSI C136.31-2010 Vibration tested and Compatible with the A-25-7H option Examples: M. RACHNER t Not available with 5QM, 5QN, and 5W distributions. or SWTAB. Each option contains SiteSync License, GUI, thermally protected varistor technology. Surge compliant 1.5G and 4G reference page 9 SiteSync UR20/56L-75/3K7/UNV/ASQ/BL/SWP 2 Not available with other sensor or wireless control options. and Bridge Node. P P 9 y Microsoft Encarta, MSN, and Windows are eitherregistered trademarks or trademarks 3 Specify group and zone at time of order. See 4 Not available with 347V and 480V suppression is series circuited preventing • SiteSync with Motion Control: UR20/56L-75/3K7/UNV/ASQ/BL/SWPM-40F of MicrosohCoiporationintheUnitedStatesand/orothercountries. IRoHS compliant. DESIGNED BY www.hubbelllighting.com/sitesync for more details. Order 5 24L & 56L only. Kim Lighting reserves the right to change specifications without notice. at least one SiteSync interface accessory SWUSB 6 Not available with Type V distributions or HDL option. Kim Lighting reserves the right to change specifications without notice. Kim Lighting reserves the right to change specifications without notice. Kim Lighting reserves the right to change specifications without notice. zVoltage, 3Color, 4Pole Diameter, • F. HANCOCK O 2020 KIM LIGHTING 17760 Rowland Street City of Indust CA 91748 O 2020 KIM LIGHTING 17760 Rowland Street City of Industry CA 91748 ®2020 KIM LIGHTING 17760 Rowland Street City of Indust CA 91748 ®2020 KIM LIGHTING 17760 Rowland Street City of Industry CA 91748 I � Y Industry I HUBBELL 1 1 1 I I Y Y I HUBBELL 1 2 I I �' Industry l wueer=CL; HUBBELL 17 I I Y Y I � HUBBELL I$ � • P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 Lighting P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 -- Lighting P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 Lrghtrng P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 -- Lighting • CHECKED BY • F. HANCOCK Submitted On: Mar 18, 2020 1/5 Index Page Submitted On: Mar 18, 2020 2/5 Index Page Submitted On: Mar 18, 2020 3/5 Index Page Submitted On: Mar 18, 2020 4/5 Index Page • • SCALE • Submitted b Lighting Virginia -Central Catalog Number: Type: Submitted b Lighting Virginia -Central Catalog Number: Type: Submitted b Lighting Virginia -Central Catalog Number: Type: Submitted b Lighting Virginia -Central Catalog Number: Type: Q,DAM,p Job Name: UR20-24L-25-4K7-2-UNV-PT23-XX- Q,QAAf, Job Name: UR20-24L-25-4K7-3-UNV-PT23-XX- P,DAbry, Job Name: UR20-24L-25-4K7-4W-UNV-PT23-XX- Q,QAAf, Job Name: UR28-96L-155-4K7-3-UNV-A34-XX- LIGHTING Boys & Girls Club Northside CLR PT2 LIGHTING Boys & Girls Club Northside CLR PT3 LIGHTING Boys & Girls Club Northside CLR PT4 LIGHTING Boys & Girls Club Northside CLR U 3 "'VIRGINIA Architect: TIMMONS Notes: "'VIRGINIA Architect: TIMMONS Notes: "'VIRGINIA Architect: TIMMONS Notes: "'VIRGINIA Architect: TIMMONS Notes: '4RNE4 LV - CENTRAL20-30719 '4RNEx' LV - CENTRAL20-30719 '4RNE� LV - CENTRAL20-30719 '4RNEx' LV - CENTRAL20-30719 CL IIICIM LIGHTING Ouro-LED kl_ur2Opost_URpO IIICIM LIGHTING Ouro`"LED kl_ur20post_uRpO IIICIM LIGHTING Ouro'"LED kl_ur2Opost_URpO IIICIM LIGHTING 1R28 w OuroT"LED kl_ur28arm_spec.pdf MOUNTING INSTALLATION JOB TYPE JOB TYPE JOB TYPE (H� ' NOTES APPROVALS NOTES APPROVALS NOTES APPROVALS T FEATURES CERTIFICATIONS FEATURES CERTIFICATIONS FEATURES CERTIFICATIONS 1 • 20" size in post top, pole and wall mount • Elegant form factor • 20" size in post top, pole and wall mount • Elegant form factor • 28" size in post top, pole and • Elegant form factor • High performance optics up to 17,000 • Diffusion lens option 0 �L us IJ IK10 • High performance optics up to 17,000 • Diffusion lens option co �L us al IJ IK10 wall mount • Diffusion lens for low glare comfort 0 �L Bs! 1] IK10 delivered lumens • SiteSyncTM wireless control options LISTED ,� delivered lumens • SiteSyncTM wireless control options LISTED • High performance optics up to 35,000 • SiteSyncTM wireless control options LISTED 3000K and warmer CCU only 3000K and warmer CCTs only delivered lumens 3000K and warmer CCTs only SPECIFICATIONS FM33 PT23 FM44 PT24 / PT34 SPECIFICATIONS FM33 PT23 FM44 PT24 / PT34 SPECIFICATIONS v , Viarable Tenon -, s�m.a soeom n3 Size Adaptor - �mmi --- �m�d uz'mm m?ma w Spreader 4. 4" I Q w \7 (15omntl Post Top _ 3" 4^ 3" 4" z Flush Mount Tenon ()6mnJ�� s-4 uazmmr s.a•• �m��--i s.a a°:mm) s.4• (+_n) (13)mm) (13)mml (13)mm) Z) FM33/44 4" a"� J 4" �_l O Post TO Wei ht: 35 Ibs b6 mm) hozmm P 9 EPA: o6mm1 EPA: N/A EPA: .534 1�mEPA:.424/.608 Weight: PT23/24/34 EPA: EPA: N/A EPA: .534 EPA:.424/.608 Weight: 50 Ibs EPA: ( ) U ORDERING CODE ORDERING CODE ORDERING CODE v W SENSOR PLACEMENT J 7 pin Recepticle I-SiteSync Antenna < 7 r r r r r r J L UR20 Ouro No Lens or Clear Lens AM Amber No Lens or Clear Lens Blank for no rotation UNV 120-277V FM33 Flush mt3.0" OD pole, 3" fixture base UR20 Ouro No Lens or Clear Lens AM Amber No Lens or Clear Lens Blank for no rotation UNV 120-277V FM33 Flush mt3.0" OD pole, 3" fixture base UR28 Ouro No Lens or Clear Lens AM Amber No Lens or Clear Lens Blank for no rotation UNV 120-277V ASQ Arm Square pole LL.I ~� 24L-25 3,000 Im 3K7 3000K, 70 CRI FR Type 1lFront Row L_ (A 0� L1 Optic rotation left 347 347V FM44 Flush mt 3.6 to 4.0 OD ole 4" fixture base 24L-25 3,000 Im 3K7 3000K, 70 CRI FR Type 1/Front Row L1 Optic rotation left 347 347V FM44 Flush mt3.6" to 4.0 OD ole 4"fixture base 96L-155 20,000 Im 3K7 3000K, 70 CRI FR Type 11Front Row L Optic rotation left 347 347V A34 Arm mt 3.3-4.2" OD pole J 24L-65 7,000 Im 3K8 3000K, 80 CRI 2 Type II R1 Optic rotation right 480 480V PT23 3" PostTop mount for 2 3/8" OD Tenon 24L-65 7,000 Im 3K8 3000K, 80 CRI 2 Type II R1 Optic rotation right 480 480V PT23 3" PostTop mount for 2 3/8" OD Tenon 96L-170 22,500 Im 3K8 3000K, 80 CRI 2 Type II R1 Optic rotation right 480 480V A46 Arm mt 4.5-6.0" OD pole �� Q 56L.75 10,0001 3 Type III DALI 120-277V' PT24 4" PostTop mount for 2 3/8" OD Tenon 56L-75 10,0001 3 Type III DALI 120-277V1 PT24 4" PostTop mount for 2 3/s" OD Tenon 96L-185 24,000 Im 3K9 3 Type III DALI 120-277V' MAF Horizontal Slip Fitter 2 3/8" OD arm OCC Sensor 56L-110 15:000Im 4K7 4000K, 70 CRI 4 Type IV tConsuhfactory PT34 4" PostTop mount for 2 7/8" OD Tenon 56L-110 15:000Im 4K7 4000K, 70 CRI 4 T e N tConsult factory PT34 4" Post Top mount for 2 7/8" OD Tenon 4 Type IV ry SVSF Square Vertical Slipfitter for 2"Tenon 96L-220 27,000 Im 4K7 4000K, 70 CRI tConsultfacro 561l40 17,000 Im 4K8 4000K, 80 CRI 4W Type IV Wide 56L-140 17,000 Im 4K8 4000K, 80 CRI 4W Type IV Wide 4W Type IV Wide (2-318"OD) 96L-255 30,000 Im 4000K, 80 CRI H� HDL - High Diffusion Lens 5K7 SOOOK, 70 CRI 5QM Type Square Medium HDL - High Diffusion Lens 5K7 SOOOK, 70 CRI SQM Type Square Medium 5QM Type Square Medium VSF Round Vertical Slipfitter for 2"Tenon Q J 28L-30 3,000 Im 5 N T e V S uare Narrow 281l 3,000 Im 96L-315 35,000 Diffusion Im 5K7 SOOOK, 70 CRI Q yp q SQN TypeV Square Narrow5QN Type Square Narrow (2-318'OD) 28L-70 7,000 Im 5R Type V Rectangular 28L-70 7,000 Im 5R Type V Rectangular HDL -High Diffusion Lens Type y WB Wall Bracket yp g SR T eVRectan Rectangular 68L-80 9,000 Im 5W Type V Wide (Round) 68L-80 9,000 Im 114E-160 18,000 Im 7 y SW Type V Wide (Round) SW Type V Wide (Round) L 68L-115 13,0001m HDL - High Diffusion Lens it 15 13,0001m HDL - High Diffusion Lens 114L-180 20,000 Im HDL - High Diffusion Lens 6BL-150 t 5,000Im 3 Type III/Asymmetric 68L-150 15,000Im 3 Type III/Asymmetric 114L-265 25,000 Im 3 Type III/Asymmetric 7 pin PCR OCC Sensor SiteSync SW Tvne VlSvmmetrir SW Tvne V/Svmmatrir 5W TypeV/Symmetric 7PR NX or WSP SW7PR V / Pole mounted OptionsOptionsOptionsOptionsOptionsOptions11 am l AccessorieSA sensor BLS Black Gloss Smooth JIM 7PR-TL 7pinPCR with twist lock SWPM-40Fz.3.4.s SiteSync with Sensor 9'to40'MH BC6 Back -light Control SW7PR'.3 ,SiteSync with 7pin PCR BLS Black Gloss Smooth 7PR-TL 7pin PCR with twist lock SWPM-40F23,4.s SiteSync with Sensor 9'to40'MH BC6 Back -light Control SW7PRz3 ,SiteSync with 7pin PCR BLS Black Gloss Smooth 7PR-TL 7pin PCRwithtwist lock SWPM-40F2,3,4•s SiteSync with Sensor 9'to40'MH BC6 Back -light Control SW7PR'�3 ,SiteSyncwith 7pin PCR MOUNTING VIBRATION RATINGS photocontrol WSP-40E-1z,s Dimming Occ. to40'MH, SF Single SWUSB SiteSync BLT Black photocontrol WSP-40E-1z,s Dimming Occ. to40'MH, SF Single SWUSB SiteSncSoftwareonUSB BLT Black photocontrol WSP-40E-115 Dimming Occ.Sensorforu to40'MH, SF Single SWUSB SiteSync BLT BlackMatteTextured 9 p 9 Y 9 P 9 Y 9 P 9 Y O 7PR-SC 7pin PCRwith short- 120277/347V y ® DBS Dark Bronze Gloss Smooth 7PR-SC 7 in PCR with short- DF Double Fuse SWTAB Sites cWindows Tablet P 120277/347V UR r � Pole Mounted Sensor DBS Dark Bronze Gloss Smooth in cap :,s DF Double Fuse SWTAB Sites ncWindows Tablet inpca zs 120277I34N ® 7PR-SC n pin short- :s Yn DBS Dark Bronze Gloss Smooth DF Double Fuse SWTAB SiteSync Windows Tablet GTT Graphite 9 p WSP-40F2 DimmingOcc.Sensorforupto40'MH, TB Terminal Block SWBRG SiteSync Wireless Bridge Node GTT Graphite 9 p WSP-40F2 DimmingOcc.Sensorforupto40'MH, TB Terminal Block SWBRG SiteSncWirelessBrideNode 9 p WSP-40F2 DimmingOcc.Sensorforupto40'MH, 4 4 Top p p Y 9 GTT Graphite Matte Textured TB Terminal Block SWBRG SiteSync Wireless Bridge Node Ordering Code Ratina Ordering Code Rating Ordering Code Rating Ordering Code Ratina SCL-R, SCL-S, SCH-R, 7PR 7pinPCR,wireless 208240V s 7PR 7pinPCR,wireless 2ggr2g0V s 7PR 7pinPCR,wireless 208240V s LGS Light Grey Gloss Smooth control enabled z,s CLR Clear Lens WIR-RME-L wiSCAPE External Rxture Module LGS Light Grey Gloss Smooth control enabled zs CLR Clear Lens WIR-RME-L WSCAPE External Fixture Module LGS Light Grey Gloss Smooth control enabled z,s CLR Clear Lens WIR-RME-L wiSCAPE External Rxture Module ASQ 4G ASQ 4G FM33 4G FM44 1.SG SCH-S WSP-40E-3 DimmingOccSensorforupto40'MH, 9 y WSP-40E-3 DimmingOcc.Sensorforupto40'MH, 9 eY WSP-40E-3 DimmingOccSensorforupto40'MH, PSS Platinum Silver Smooth AD-01 z AstroDIM: 50% output 480V TL Tamper proof latch SCL-R Oct. Sensor for Round Pole PSS Platinum Silver Smooth AD-01 z AstroDIM: 50% output 480V TL Tamper proof latch SCL-R Occ. Sensor for Round Pole PSS Platinum Silver Smooth AD-011 AstroDIM: 50% output 480V TL Tamper proof latch SCL-R Oct. Sensor for Round Pole A34 4G A34 4G FM44 1.5G FM45 1.5G VGS Verde Green Smooth at midnight NXSPW14R.s NX Wireless, PIR Sensor,14' (up to 16' MH) VGS Verde Green Smooth at midnight NXSPW14Rs NX Wireless, PIR Sensor,14' (up to 16' MH) VGS Verde Green Smooth at midnight NXSPW14F'.s NX Wireless, PIR Sensor,14' (up to 16' MH) A46 4G A46 4G PT23 4G PT24 1.5G WHS White Gloss Smooth AD-02z AstroDIM: 50% output NXSPW30F1s NX Wireless, PIR Occupancy Sensor, SCL -S Occ. Sensor for Square Pale WHS White Gloss Smooth AD-022 AstroDIM: 50% output NXSPW30Fzs NX Wireless, PIR Occupancy Sensor, SCL -S Occ. Sensor for Square Pole WHS White Gloss Smooth AD-022 AstroDIM: 50% output NXSPW30Rs NX Wireless, PIR Occupancy Sensor, SCL -5 Occ. Sensor for Square Pole MAF 4G MAF 4G PT24 4G PT34 1.5G midnightto4AM (up to16'MH) midnightto4AM (up tol6'MH) midnightto4AM (up to16'MH) CC Custom Color' ) Dimming Daylight Harvesting, mi CC Custom Color' ) Dimming Daylight Harvesting, mi CC Custom Color' ) Dimming Daylight Harvesting, mi AD-03 AstroDlM: 50% output z,s SCH-R Occ. Sensor for Round Pole AD-03 AstroDIM: 50%out output z.s SCH-R Occ. Sensor for Round Pole AD-03 AstroDlM: 50% output z,s SCH-R Occ. Sensor for Round Pole PT34 1.SG I PT25 1.SG tP NXSPI4F NX, PIR Occupancy Sensor, Dimming P NXSPI4F NX, PIR Occupancy Sensor, Dimming tP NXSPI4F NX, PIR Occupancy Sensor, Dimming tConsult factory WPM (16' to 30' MH) tConsult factory 1 OPM (16- to 30' MH) tConsult factory WPM (16' to 30' MH) PT35 1.5G Daylight Harvesting, Daylight Harvesting,l4' Daylight Harvesting,l4' AD-04z AstroDIM:50%output z,s SCH-S Oct. Sensor for Square Pole AD-041 AstroDIM: 50%output 2,s SCH-S Occ. Sensor for Square Pole AD-04z AstroDIM: ),s SCH-S Oct. Sensor for Square Pole NXSP30F NX, PIR Occupancy Sensor, Dimming NXSP30F NX, PIR Occupancy Sensor, Dimming NXSP30F NX, PIR Occupancy Sensor, Dimming For the 4 G test, ANSI C136.31-2010 Vibration is tested to comply with Vibration Test Level 1 Normal Applications, 1 OPM to 4AM Daylight Harvesting, 30' (16' to 30' MH) 10PM to 4AM Daylight Harvesting, 30' (16' to 30' MH) 10PM to 4AM Daylight Harvesting, 30' (16' to 30' MH) Vibration Test Level 2 Bridge/Overpass Applications, and Vibration Test Level 3 PLEASE NXWE NX Wireless Enabled NXOFM-IRID-UNV NX 7-pin Module PLEASE NXWE NXWireless Enabled NXOFM-IRID-UNV NX 7-pin Module PLEASE NXWE NX Wireless Enabled NXOFM-IRID-UNV NX 7-pin Module SPECIFY SWPz 34 SiteSync Pre A Please refer to page 8 for ordering details SPECIFY SWPz 3.4 SiteSync Pre A Please refer to page 8 for ordering details SPECIFY SWP2'3'4 SiteSync Pre A Please refer to page 8 for ordering details For the 1.5G test, ANSI C136.31-2010 Vibration is tested to comply with Vibration Level 1 Bridge/Overpass Applications commission 1 Not available with 5QM, 5QN, and 5W distributions. or SWTAB. Each option contains SiteSync License, GUI, commission 1 Not available with 5QM, 5QN, and 5W distributions. or SWTAB. Each option contains SiteSync License, GUI, commission 1 Not available with 5QM, 5QN, and 5W distributions. or SWTAB. Each option contains SiteSync License, GUI, 2 Not available with other sensor or wireless control options. and Bridge Node. 2 Not available with other sensor or wireless control options. and Bridge Node. 2 Not available with other sensor or wireless control options. and Bridge Node. Microsoft Encarto MSN, and Windows are either registered trademarks or trademarks of crows ft Corp, MSN, and Windows are either registered trademarks ks or trademarks Microsoft Encarta MSN, and Windows are either registered trademarks or trademarks 3 Specify group and zone at time of order. See 4 Not available with 347V and 480V 3 Specify group and zone at time of order. See 4 Not available with 347V and 480V 3 Specify group and zone at time of order. See 4 Not available with 347V and 480V of Microsoft Co potation in the United States and/or other countries of Microsoh Corporation in the United States and/or other countries o(Microsoh Corporation in the United States and/or other countries www.hubbelllighting.com/sitesync for more details. Order 5 24L & 56L only. wwwhubbelllighting.comisitesyncfot more details. Order 5 24L & 56L only. www.hubbelllighting.com/sitesync for more details. Order 5 96L only. Kim Lighting reserves the right to change specifications without notice. Kim Lighting reserves the right to change specifications without notice. Kim Lighting reserves the right to change specifications without notice. Kim Lighting reserves the right to change specifications without notice. 0 g g g g p g g g g p at least one SiteSync interface accessory SWUSB 6 Not available with Type V distributions or HDL option. g g g g p at least one SiteSync interface accessory SWU56 6 Not available with Type V distributions or HDL option. g g g g p at least one SiteSync interface accessory SWU56 6 Not available with Type V distributions or HDL option. 0 2020 KIM LIGHTING 1 17760 Rowland Street I City of Industry I CA 91748 HUBBELL g 02020 KIM LIGHTING 1 17760 Rowland Street I City of Industry I CA 91748 ® 0 2020 KIM LIGHTING 1 17760 Rowland Street I City of Industry 1 CA 91748 �u ®HUBBELL 1 02020 KIM LIGHTING 1 17760 Rowland Street I City of Industry I CA 91748 . Laa��� ®L-LUBBELL 1 4uBaF�c HUBBELL 1 1 l I JOB NO. P 626.968.5666 1 F 626.369,2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 u�6EL Lighting P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 Lighting P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 Lighting P 626.968.5666 1 F 626.369.2695 1 www.kimlighting.com I Rev. Mar. 04, 2020 Lighting 44523 Submitted On: Mar 18, 2020 5/5 Index Page Submitted On: Mar 18, 2020 1/1 Index Page Submitted On: Mar 18, 2020 1/1 Index Page Submitted On: Mar 18, 2020 1/5 Index Page SHEET NO. L4.0 Submitted by Li. PDAM,q LIGHTING VIRGINIA A'9RNE1'y entral Job Name: Boys & Girls Club Northside Architect: TIMMONS IIICIM LIGHTING LUMINAIRE PERFORMANCE Catalog Number: Type: UR28-96L-155-4K7-3-UNV-A34-XX- U3 Notes: LV - CENTRAL20-30719 UR28 Ouro" LED kl-ur28arm_spec.pdf LED # Nominal Lumen Package Nominal Wattage Lens Options Distribution 3000K 4000K 5000K Lumen BUG Rating Imlw Lumen BUG Rating Im/w Lumen BUG Rating Im/w B U G B U G B U G No Lens FIR 20197 2 0 2 130 20705 2 0 2 134 20942 2 0 2 138 FR-BC 13112 1 0 1 85 13442 1 0 1 87 13595 1 0 1 89 2 19112 2 0 3 123 19593 2 0 3 126 19817 2 0 3 130 2-BC 11385 1 0 2 73 11672 1 0 2 75 11805 1 0 2 76 3 19331 2 0 4 125 19817 2 0 4 128 20044 2 0 4 132 3-BC 11591 1 0 2 75 11882 1 0 2 77 12018 1 0 2 78 4 19130 1 0 4 123 19611 1 0 4 127 19835 1 0 4 130 4-BC 14322 1 0 3 92 14682 1 0 3 95 14850 1 0 3 97 4W 19065 3 0 4 123 19545 3 0 4 126 19768 3 0 4 130 4W-BC 12212 1 0 3 79 12519 1 0 3 81 12662 1 0 3 83 5QM 1991G 4 0 2 128 20411 4 0 2 132 20644 4 0 2 136 SON 19685 4 0 0 127 20181 4 0 0 130 20411 4 0 0 134 96L 155 20,000 ©�n ©® © �IIIII�III�III�©IIIIII�IIIII�IIII.�©Illlll�llllta"��III�©IIIIII ��000®�000®�000� Kim Lighting reserves the right to change specifications without notice. G - O 2020 KIWI LIGHTING 17760 Rowland Street City of Industry CA 91748 Y Y HUBBELL 12 I P 626.968.5666 F 626.369.2695 I www.kimlighting.com I Rev. Mar. 04, 2020 -- Lighting Submitted by Li. ,oAArs LIGHTING VIRGINIA 'o'4RN E4y entral Job Name: Boys & Girls Club Northside Architect: TIMMONS IIICIM LIGHTING ( Pape Catalog Number: Type: UR28-96L-155-4K7-4W-UNV-A34-XX- ' tw BB V 4- Notes: LV - CENTRAL20-30719 UR28 Ouro M LED kl_ur28arm-spec.pdf JOB TYPE NOTES APPROVALS FEATURES CERTIFICATIONS • 28" size in post top, pole and wall mount • Elegant form factor • Diffusion lens for low glare comfort C �L OSIK10• S High performance optics up to 35,000 .SiteSyncTM wireless control options LISTED ,a..�v,.wTP' delivered lumens 3000K and warmer CCrs only SPECIFICATIONS 4.9" 28" (124 mml (711 mml 4.4" (112 mm) 7.9" (lsomm) Weight: 50lbs EPA:.524 ORDERING CODE UR28 Ouro No Lens or Clear Lens AM Amber No Lens or Clear Lens Blank for no rotation UNV 120-277V ASQ Arm Square pole 96L-155 20,000 In 3K7 3000K, 70 CRI FR Type 1/Front Row U Optic rotation left 347 347V A34 Arm mt 3.3-4.2" OD pole 961-170 22,500In 3K8 3000K, 80 CRI 2 Type II R' Optic rotation right 480 480V A46 Arm mt 4.5-6.0" OD pole 961-185 24,000 Im 3K9 RI 3 Type III DALI 120-277V' MAF Horizontal Slip Fitter 2 3/8" OD arm 96L-220 27,000Im 4K7 4000K 70 CRI 4T e1V TConsult facto ry SVSFSquareVerticalSlipfitterfor2'Tenon 300001m 4 OO�rK CRCR 96L-255 0 80 4W T e IV Wide YP 2-3/8"OD () 96L-315 35,000Im 5K7 5000K, 70 CRI 5QM Type V Square Medium VSF Round Vertical Slipfitter for 2'Tenon 5 N Type V Square Narrow Q Yp q 2-3/8"OD 1 ) HDL- High Diffusion Lens g SR Type Rectangular Wg Wall Bracket 114E-160 18,000 Im 5W Type V Wide (Round) 114E-180 20,000 Im HDL - High Diffusion Lens 114L-265 25,000Im 3 Type III/Asymmetric 5W TypeV/Symmetric BC6 Back -light Control SW7PR2.3 SiteSync with 7 pin PCR BLS Black Gloss Smooth 7PR-TL 7 pin PCR with twist lock SWPM-40F2,34s SiteSync with Sensor 9' to 40' MH BIT Black Matte Textured photocontrol WSP-40E-12.1 Dimming Occ. Sensor for up to 40' MH, SF Single Fuse SWUSB SiteSync Software onUSB DBS Dark Bronze Gloss Smooth 7PR-SC 7 pin PCR with short- 120R77I34N DF Double Fuse SWTAB SiteSync Windows® Tablet ing cap GTT Graphite Matte Textured 7PR 7 pin PCR, wireless WSP-40E-22•1 Dimming Do- Sensor for up to40'MH, 208l240V TB Terminal Block SWBRG SiteSync Wireless Bridge Node LGS Light Grey Gloss Smooth control enabled WSP-40E-32. Dimming0u.5ensorforupto40'MH, CLR1 Clear lens WIR-RME-L wiSCAPE External Fixture Module PSS Platinum Silver Smooth AD-012 AstroDIM: 50% output 48UV TL Tamper proof latch SCL-R Occ. Sensor for Round Pole VGS Verde Green Smooth at midnight NXSPW14P,5 NX Wireless, PIR Sensor,14' (up to 16' MH) WHS White Gloss Smooth AD-02' AstroDlM: 50 % output z s NXSPW30F NX Wireless, PIR Occupancy Sensor, SCL -5 Occ. Sensor for Square Pole (up to 16' MH) midnight to 4AM CC Custom Color' AD-03 AStroDIM: 50%output Dimming Daylight Harvesting, 30'. NXSP14Rs NX, PIR Occupancy Sensor, Dimming SCH-R Occ. Sensor for Round Pole TConsultfacrory 1 OPM Daylight Harvesting,l4' (16- to 30' MH) AD-04' AstroDIM:50%a output NXSP30FI I NX, PIR Occupancy Sensor, Dimming SCH-S Occ. Sensor for Square Pole (16' to 3O' MH) PLEASE 1 OPM to 4AM NXWE NX Wireless Enabled Daylight Harvesting, 30' NXOFM-ARID-UNV NX 7-pin Module SPECIFY SWP234 SiteSync Pre ^ Please refer to page 8 for ordering details commission 1 Not available with 5QM, SON, and 5W distributions. or SWTAB. Each option contains SiteSync License, GUI, Microsoft Errcana, M5A( and Windows are eitherregistered trademarks or trademarks 2 Not available with other sensor or wireless control options. and Bridge Node. 3 Specify group and zone at time order. See 4 Not available with 347V and 480V ofMicrosohCorporation in the United states and/or other countries. www.hubbelllighting.com/sitesync for more details. Order 5 96L only. n Kim Lighting reserves the right to change specifications without notice. at least one SiteSync interface accessory SWUSB 6 Not available with Type V distributions or HDL option. © 2020 KIM LIGHTING I 17760 Rowland Street I City of Industry I CA 91748 -- a HUBBELL I 1 I P 626.968.5666 F 626.369.2695 www.kimlighting.com Rev. Mar. 04, 2020 -- Lighting c Page Submitted by Li Q.0AAf , LIGHTING VIRGINIA Q9RN E- entral Job Name: Boys & Girls Club Northside Architect: TIMMONS IIICIMLIGHTING Catalog Number: Type: UR28-96L-155-4K7-3-UNV-A34-XX- CLR U3 Notes: LV - CENTRAL20-30719 UR28 Ouro" LED kl_ur28arm_spec.pdf SPECIFICATIONS Housing: total fixture failure. ANSI/IEEE C62.41 Category Optional Slip -Fitter: • Low copper aluminum alloy die-casting is C High. Internally accessible slip -fitter attaches to a designed as one-piece with internal cooling fins. • Open circuit fault will turn off the luminaire in 1-1/4" to 2-3/8" tenon and allows hands -free • Solid, cast aluminum wall creates a thermal order to protect the sensitive electronics and wiring and maintenance. barrier between the optical and electrical acts as a signal for maintenance. Wall Mount: compartments. • Pro rammable Driver is rated for -40°C starting.Optional 9 • Molded silicone gasket throughout insures the • "Thermal Shield", primary side, thermister • Optional, cast aluminum mounting plate attaches to a wall over a junction box and the sealing between the two compartments and provides protection for the sustainable life of speed mount is bolted to the cover plate. To provides ingress protection. electronic components (350mA to 700mA). complete the wiring, the luminaire assembly • Housing is designed with integral LED heat sink Dimming: slides over the mounting plate. utilized for thermal transfer and for securing the location of each LED module. • Dimming range from 100%D to 10%D through Fusing: • IK09 rated enclosure protects electrical the use of the standard 0-1 OV interface on the programmable driver. SF for 120, 277, and 347 Line volts equipment against external mechanical impacts. • Modular wiring harness in the service area DF for 208, 240, and 480 Line volts Lens Frame: provides user access to the dimming circuitry. Hight temperature fuse holders factory installed • One-piece low copper aluminum alloy die-cast • Dimming circuitry compatible with 0-1 OV, inside the fixture housing. is secured to housing with 6 screws. user -defined control devices. Fuse is included. Backlight Control • Optional factory programmed dimming profile. Finish: • Optional Backlight Control on each LED module Standard Input Black + Fade and abrasion resistant, electrostatically to completely control unwanted backlight. White - applied, thermally cured, triglycidal isocyanurate Green (GND) (TGIC) polyester powdercoat. Lens Gray Dimming Lead (-) M Standard colors include (BLS) Black Gloss Smooth, One-piece flat glass lens slips secure with clips. Fixture Purple Dimming Lead (+) (BLT) Black Matte Textured, (DBS) Dark Bronze Extra silicone gasketing is provided to retain a Housing 30 mA Max Smooth, (GTT) Graphite Matte Textured, (LGS) P clear optical compartment. Light Gray Smooth, (PSS) Platinum Silver Smooth, (VGS) Verde Green Smooth, (WHS) White Gloss Optical Module: p Support Arm: Smooth, and (CC) Custom Color (Include RAL#). • LEDs shall be mounted to a metal printed circuit • Die-cast, low copper aluminum alloy, with Certifications and Listings: board assembly (MCPCB). splice access cover. • Optical lenses shall be clear injection molded • Die-cast pole adaptor and an internal reinforcing • UL 1598 Standard for Luminaires. PMMA acrylic. plate are provided with a wire strain relief. • UL 8750 Standard for Safety for Light • Each MCPCB and optic shall be sealed to the • The arm adapter is square or circular cut for • Emitting Diode (LED) Equipment for use in diecast housing and sealed with a continuous specified pole size and shape. Lighting Products. one piece injection molded silicone rubber gasket. • For field wire connections, a terminal • CSA C22.2#250.0 Luminaires. • Patent Pending design of optical array shall block is mounted in the arm cavity and • ANSI C136.31-2010 Vibration tested and independently shield each LED optic across the accessible behind the splice access cover. compliant 1.5G and 4G reference page 9 length of the aperture. The block accepts #14 to #8 wire sizes and RoHS compliant. is factory prewired to the electrical module's • Optional fixture finish optical surfaces shall quick -disconnect plug inside the electrical • IP66 rated. not exceed BUG ratings of the standard white compartment. • IEC 62262 Compliant for IK10 Rating finish and shall be greater than or equal to the delivered lumens of the optional matte black K2 Drill Pattern A • IDA approved, 3000K and warmer CCTs only. optical surface finish. Pole outline Arm A CAUTION: Electrical Components1-511E":1132" Fixtures must be grounded in accordance • Standard programmable driver allows for 1/2' Dia.Hole - with national, state and/or local electrical programmable drive current settings. 1 a/a•• , 1r32•• codes. Failure to do so may result in serious • Electrical components are stategically located I + 3-,a^ , 3z personal injury. in the driver gear compartment with a molded r WARRANTY: silicon grommet seal to provide separation from . ®, For full warranty see: http://www.hubbelllighting. the optical chamber. 3/4" Diameter 1/2" Dia.Hole com/resources/warranty • Maximum lightning surge current 20KA with wireway Hole. thermally protected varistor technology. Surge Deburr inside & outside. suppression is series circuited preventing vlEw a,a, D,_. not to Kim Lighting reserves the right to change specifications without notice. O 2020 KIM LIGHTING 17760 Rowland Street City I I of Industry CA 91748 Y Y I ,a HUBBELL 18 I P 626.968.5666 I F 626.369.2695 I www.kimlighting.com I Rev. Mar. 04, 2020 Lighting itted On: Mar 18. 2020 3/5 Index Paae Submitted by Lighting Virginia -Central Catalog Number: RNS-25-40-11-AB-D19 Type: Q.DA41, Job Name: LIGHTING Boys & Girls Club Northside 25' POLE SINGLE Architect: TIMMONS Notes: AVIRGINIA '9RNE� LV - CENTRAL20-30719 I] T20 (2.38" OD X 4" TALL) DETAIL 3 7.50"-8.50" ❑ T25 (2.88" OD X 4" TALL) 180° BOLT CIRCLE ❑ T30 (3.50" OD X 6" TALL) ❑ D19 270 ❑ D28 so° z7o 8.00" 90- ,270° ❑ 029 Y $ ❑ D39 so° 270 -- 0 BOLTSLOTTED HOLES ❑ D32 60 I (TYP) $ El so° 27o I I I I I r75 t � 90' 270 0' BASE NMDHOIE ON O ORIENTATION. - - - DETAIL 3 POLE TOP DETAIL 1 BASE PLATE 75" ANCHOR BOLT TEMPLATE# ABT-080-4 CUTDOWN TO 22.5' WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 25' A.B. POLE 17.00 PROJECTION HEIGHT PAINTED TO MATCH LUMINAIRE 3.75" 25' (FT) D19-DRILLED FOR SINGLE LUMINAIRE F- -� 3.00" a . DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED TO: ASTM A153 2 ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM TO: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5 PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6 VIBRATION DISCLAIMER: ALTHOUGH RARE NBRATIIXJS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES MBRATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION, HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH MOVEMENT OF AIR CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WIND SPEED(mph) 90 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT2 3.8 2.3 1.9 O.8 - - - WEIGHT (Ibs) 40 40 40 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 3"x5" REINFORCED HANDHOLE © 0° POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGH I W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC TYPE DESIGN LENGTH DIA. DIA. OR THK (LBS) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11-GA (.120 ) 145 18" ETAIL 2 DETAIL GENERAL NOTES DETAIL 1 BASE COVER 0• VIEW " AMERICAN LITE POLE REV. DATE BY REVISION DESCRIPTION PROJECT NAME: Po NUMBER: DATE: DWG BY: 2800 S. HULEN, SUITE 200 FORT WORTH, TX 71101 817-924-3682 PH. .. Merk 817-924-3682 FAX QUOTE NUMBER SCALE O CHKD BY Lit�ePbie •• CONFIDENTIAL— DESCRIPTION DRAWING NUMBER: REV: i\��V RAWL GI TNEINFORMATIon CONREENTINTHIS AUTHORTZED PROPRIETARYAND CONFIDENTIAL.ON DRAWING ROUND STRAIGHT STEEL ANCHOR BASE WPLICATION OR DISSEMINATION OF THIS DOCUMENTIS RNS-25-40-1 1-AB STRICRY PROHIBITED WITHOUT PRIOR WRRTEN NOTI FROM AMERICAN LITE POLE. 25' X 4.0" X I I GA Submitted Un: Mar 1 b, 2UZU 1/1 Index rage Submitted by Li NORMS, LIGHTING VIRGINIA A'4RNE�`° entral Job Name: Boys & Girls Club Northside Architect: TIMMONS IIICIM LIGHTING Catalog Number: Type: CRR28-96L-155-4K7-3-UNV-A34-XX- U3 Notes: LV - CENTRAL20-30719 UR28 Ouro"' LED kl-ur28arm_spec.pdf CONTROLS Photocell Receptacle SiteSyncTM' Round Pole -Mounted Occupancy Sensor 16' to 30'. Select voltage and 7PR SiteSyncTM wireless control system for reduction g Fully gasketed and wired 7-pin receptacle in energy and maintenance cost while optimizing finish color. option. Easy access location above the electrical light quality 24/7. See ordering information or SCH-R compartment. 7-pin construction allows fora visit www.hubbelllighting.com/products/sitesync Round Pole -Mounted Occupancy Sensor: 16' to il t deas. user -defined interface and provides a controlled for more 30' - an outdoor occupancy sensor with 0-10V definition of operational performance. ANSI Dimming WASP Occupancy Sensor interface dimming control that mounts directly twist -lock control module by -others. WSP to the pole. Wide 360° pattern. Module colors are available in Black Gray, Standard customer operation modes: y and White. Module 1. Traditional on/off photoelectric control. The Dimming WASP Outdoor Occupancy Sensor is cut for round pole mounting. Pole diameter is 2. 5-pin wireless photoelectric control is specifically designed to provide 0-10VDC needed upon order. Poles to be drilled in the field for added dimming feature. output for the control of dimmable fixtures. will be provided with installation instructions. 3. 7-pin wireless photoelectric control for Easy to use dipswitches allow the user to adjust Ordering Example: SCH-R44/2772/BL3 dimming and additional 1/0 connections for sensor time delay and sensitivity as well as customer use. set unoccupied and occupied dimming levels. Square Pole -Mounted Occupancy Sensors also feature a daylight sensor for ON/ Sensor 16' to 30'. Select voltage and Gray Wire Black Wire OFF control of fixtures when there is sufficient finish color. 0-10V Dimming O Line Voltage natural light. Visit https://hubbellcdn.com/ SCH-S White wire ®'' Purple Wire installationmanuals/2102B_Dimming_WASP_ Neutral aZ 0-10VDimming Install.pdf for more details. Square Pole -Mounted Occupancy Sensor. 16 to 0 30' - an outdoor occupancy sensor with 0-10V Brown wire orange wire interface dimming control that mounts directly 10V Customer �. ,,�' Pole Mounted Defined 10V Customer to the pole. Wide 3601 pattern. Module colors Defined Round Pole -Mounted Occupancy Red wire are available in Black, Gray, and White. Module Line Voltage Sensor up to 16'. Select voltage and is cut for round pole mounting. Pole diameter is finish color. needed upon order. Poles to be drilled in the field SCL-R will be provided with installation instructions. Round Pole -Mounted Occupancy Sensor up to Ordering Example: SCH-S/2772/BL3 16' - an outdoor occupancy sensor with 0-1 OV interface dimming control that mounts directly AstroDIM to the pole. Wide 360° pattern. Module colors AstrODIM provides multi -stage night-time power _ are available in Black, Gray, and White. Module reduction based on an internal timer referenced is cut for round pole mounting. Pole diameter is to the power on/off time. There is no need needed upon order. Poles to be drilled in the field for an external control infrastructure. The unit will be provided with installation instructions. automatically performs a dimming profile based Ordering Example: SCL-R44/2772/BLa on the predefined scheduled reference to the 7-Pin receptacle midpoint, which is calculated based on the power placement Square Pole -Mounted Occupancy on/off times. Sensor up to 16'. Select voltage and finish color. Wireless Controls SCL-S wiSCAPETM Square Pole -Mounted Occupancy Sensor up to Hubbell Control Solution's wiSCAPETM wireless 16' - an outdoor occupancy sensor with 0-1 OV control modules allow an individual fixture to interface dimming control that mounts directly managed, monitored and measured. The modules to the pole. Wide 360' pattern. Module colors communicate securely over a robust certified are available in Black, Gray, and White. Module meshed radio signal. The wiSCAPE modules is cut for square pole mounting. Pole diameter is provide on/off/dim control, external device input, needed upon order. Poles to be drilled in the field will be provided with installation instructions. alerts and metering. Ordering Example: SCL-L/2772/BL3 1PRECOMMISSIONED SITESYNC ORDERING INFORMATION: When ordering WIR-RME-L a fixture with the SiteSync lighting control option, additional information will be required to complete the order. The SiteSync Commissioning Form wiSCAPE External Module,120-48OV, 1000ft or alternate schedule information must be completed. This form includes range (LDS), Internal PhOtOC211, 1 Digital Input, Project location, Group information, and Operating schedules. For more detailed information please visit www.HubbeIlLighting.com/products/ Compatible with the A-25-7H option sitesync or contact Hubbell Lighting tech support at (800) 345-4928. SiteSync fixtures with occupancy sensor (SWPM) require the mounting height of the fixture for selection of the lens. Kim Lighting reserves the right to change specifications without notice. 2Voltage,'Color, 4Pole Diameter, c O 2020 KIM LIGHTING 17760 Rowland Street City of Indust CA 91748 I I v Industry P 626.968.5666 I F 626.369.2695 i www.kimlighting.com I Rev. Mar. 04, 2020 Bid On: Mar 18. 2020 Submitted by Li T"AMd, LIGHTING VIRGINIA entral Job Name: Boys & Girls Club Northside Architect: TIMMONS E L) ® HUBBELL I g -- Lighting Catalog Number: RNS-25-40-1 1 -AB-D28 Notes: ndex Paae Type: 25' POLE BB LV - CENTRAL20-30719 - DETAIL 3bi POLE HEIGHT 25' (FT) 3"x5" REINFORCED HANDHOLE ® 0° W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC 18" DETAIL 2 4 DETAIL 1 BASE COVER 0° VIEW ` AMERICAN LITE POLE REV. DATE BY REVISION DESCRIPTION PROJECT NAME: PO NUMBER: DATE: DWG BY: 2800 S. HULEN, SUITE 200 FORT WORTH, TX 76109 ..>�.merkan 817-924-3682 PH. 817-924-3682 FAX QUOTE NUMBER SCALE ON CHKD BY Litepb/e •• CONFIDENTIAL•• DESCRIPTTIOONN:T DRAWING NUMBER: REV: ��VV PROPRIETARY AND CONFIDENTIAL UNAUNIORRED TROPRIERMATION CONTAmEDAL. UN DRAWINED ROUND STRAIGHT STEEL ANCHOR BASE DUPLICATION OR DISSEMINATION OF THIS DOCUMENT Is RNS`-25-40-1 I -AB STRICTLY PROHIBITED WIT"OuT PRIOR WR[fTEN NOTI FROM AMERICAN LITE POLE. 25' x 4.0" X I I GA ❑ T20 (2.38" OD X 4" TALL) 7.50"-8.50" ❑ T25 (2.88" OD X 4" TALL) 180° BOLT CIRCLE ❑ T30 (3.50" OD X 6" TALL) ❑ D19 270 ❑ D28 sa° z7o 8.00" 90•, + ,270° ❑ D29 vo ❑ D39-- 0 BOLT HOLES ❑ D32 (TYP) $ ❑ D49 so° 27o I I I I I I t J� V BASE H4NOHOU ON V ORIENTATION. - - - DETAIL 3 POLE TOP DETAIL 1 BASE PLATE 75" ANCHOR BOLT TEMPLATEp ABT-080-4 CUTDOWN TO 22.5' WITH 30" HEX NUT & CONCRETE BASE BY OTHERS WASHER (X2) FOR OVERALL HEIGHT OF 25' A.B. PAINTED TO MATCH LUMINAIRE 17.00" PROJECTION 3.75" D28-DRILLED FOR BACK TO BACK T t J, LUMINAIRES T F----i- 3.00" .. a . DETAIL 2 ANCHOR BOLT 1) HARDWARE TO BE GALVANIZED T0: ASTM A153 2 ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. 3) ALL WELDING TO CONFORM T0: AWS D1.1 MOST RECENT EDITION. 4) FABRICATION MEETS RISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. 5 PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. 6)MBRATION DISCLAIMER: ALTHOUGH RARE, VIBRATIONS SEVERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, VIBRATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VIBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED VIBRATION, HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH MOVEMENT OF AIR CURRENTS AROUND THE POLE. LOADING DATA MATERIAL DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 COMPONENT ASTM WIND SPEED(mph) g0 100 110 120 130 140 150 POLE SHAFT A500 GR.B 3 SEC GUST EPA FT2 3.8 2.3 1.9 0.8 - - - WEIGHT (Ibs) 40 a0 a0 40 - - - BASE PLATE A36 FINISH ANCHOR BOLTS F1554 GR.55 TBD MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. OR THK (LBS) (FT) (IN) (IN) (IN) RNS-25-40-11-AB 25 4.00 4.00 11-GA (120") 145 DETAIL GENERAL NOTES I I Submitted On: Mar 18. 2020 1/1 Index Paae Submitted by Lil QoAAi LIGHTING VIRGINIA Q'RRN III entral Job Name: Boys & Girls Club Northside Architect: TIMMONS IIICIM LIGHTING SENSOR PLACEMENT �7 pin Recepticle OCC Sensor 7 pin PCR OCC Sensor 7PR NX or WSP Pole mounted sensor Pole Mounted Sensor SCL-R, SCL-S, SCH-R, SCH-S MOUNTING VIBRATION RATINGS Catalog Number: Type: CLR8-96L-155-4K7-3-UNV-A34-XX- U3 Notes: LV - CENTRAL20-30719 UR28 Ouro`" LED kl_ur28arm_spec.pdf SiteSync Antenna SiteSync SWP Ordering Code ASQ Rating 4G Ordering Code ASQ Rating 4G Ordering Code FM33 Rating 4G Ordering Code Rating FM44 1.5G A34 4G A34 4G FM44 1.5G FM45 1.5G A46 4G A46 4G PT23 4G PT24 1.5G MAF 4G MAF 4G PT24 4G PT34 1.5G PT34 1.5G PT25 1.5G PT35 1.5G For the 4 G test, ANSI C136.31-2010 Vibration is tested to comply with Vibration Test Level 1 Normal Applications, Vibration Test Level 2 Bridge/Overpass Applications, and Vibration Test Level 3 For the 1.5G test, ANSI C136.31-2010 Vibration is tested to comply with Vibration Level 1 Bridge/Overpass Applications Kim Lighting reserves the right to change specifications without notice. © 2020 KIM LIGHTING 117760 Rowland Street I City of Industry I CA 91748 P 626.968.5666 I F 626.369.2695 I www.kimlighting.com I Rev. Mar. 04, 2020 Submitted On: Mar 18. 2020 Submitted by Lil PDAAN , LIGHTING VIRGINIA A'9RNE3'y POLE HEIGHT 12' (FT) 18' 0° VIEW entral Job Name: Boys & Girls Club Northside Architect: TIMMONS DETAIL 3 3"x5" REINFORCED HANDHOLE © 0° W/COVER, BOLT,BACK-UP BAR GROUNDING LUG TAPPED 1/2"-13NC ETAIL 2 DETAIL 1 - BASE COVER I-SiteSync Antenna SiteSync with sensor SWPM-40F ' HUBBELL I 10 -- Lighting Catalog Number: RNS-12-40-11-AB-T20 Notes: ex Paae type: 12' POLE POST TOP LV - CENTRAL20-30719 L I2b (Z.88 UD X 4 IALL) 180- t5ULI k INULL ❑ T30 (3.50" OD X 6" TALL) ❑ D19 270 ❑ D28 so° vo 8.00" 90•, + ,270° ❑ D29 z7o Y $ ❑ D39 so° 270 0 TII BOLT HOLOES ❑ D32 � I I (TYP) I I $ I I ❑ D49 so° 27o r75r t � 90' 270' LL - - - 0' HASE NANDHOU ON O ORIENTATION. DETAIL 3 POLE TOP DETAIL 1 BASE PLATE 75" ANCHOR BOLT TEMPLATE# ABT-080-4 HEX NUT & FLUSH MOUNT ANCHOR BASE WASHER (X2) PAINTED TO MATCH LUMINAIRE A B 17.00" PROJECTION T20 - POST TOP MOUNT 3.75" � J, 1 F- -t- 3.00" a . DETAIL 2 ANCHOR BOLT HARDWARE TO BE GALVANIZED TO: ASTM A153 ANCHOR BOLTS SHALL BE FULLY GALVANIZED PER ASTM A153. ALL WELDING TO CONFORM TO: AWS D1.1 MOST RECENT EDITION. FABRICATION MEETS AISC (AMERICAN INSTITUTE OF STEEL CONSTRUCTION) QUALITY CERTIFICATION. PROVISIONS FOR GROUNDING LOCATED AT BASE HAND HOLE. VIBRATION DISCLAIMER: ALTHOUGH RARE NBRATIIXJS WERE ENOUGH TO CAUSE DAMAGE CAN OCCASIONALLY OCCUR IN STRUCTURES OF ALL TYPES. BECAUSE )THEY ARE INFLUENCED BY MANY INTERACTING VARIABLES, MBRATIONS ARE GENERALLY UNPREDICTABLE. THE USERS MAINTENANCE PROGRAM SHOULD INCLUDE OBSERVATION FOR EXCESSIVE VBRATION AND EXAMINATION FOR ANY STRUCTURAL DAMAGE. ALP WARRANTY EXCLUDES FATIGUE FAILURE OR SIMILAR PHENOMENA RESULTING FROM INDUCED VBRATON, HARMONIC OSCILLATION OR RESONANCE ASSOCIATED WITH MOVEMENT OF AIR CURRENTS AROUND THE POLE. LOADING DATA DESIGN CRITERIA: 2009 AASHTO LTS-5 WIND SPEED(mph) 90 100 110 120 130 140 150 3 SEC GUST EPA FT2 16.6 13.0 12.0 9.8 8.0 6.8 4.0 WEIGHT (Ibs) 150 150 150 150 150 150 150 FINISH TBD MATERIAL DATA COMPONENT ASTM POLE SHAFT A500 GR.B BASE PLATE A36 ANCHOR BOLTS F1554 GR.55 MISC. STEEL A36 POLE DIMENSION DATA POLE BASE TOP GAUGE WEIGHT TYPE DESIGN LENGTH DIA. DIA. OR THK (LBS) (FT) (IN) (IN) (IN) 11-GA RNS-12-40-11-AB 12 4.00 4.00 (120") 80 AMERICAN LITE POLE REV. DATE BY REVISION DESCRIPTION 2800 S. HULEN, SUITE 200 PROJECT NAME: PO NUMBER: DATE: DWG BY: FORT WORTH, TX 76109 817-924-3682 PH. .merican 817-924-3682 FAX QUOTE NUMBER SCALE O CHKD BY LiteFble DESCRIPTION: THEINFORM.. COWAAINNED M THIS Dili is PROPRIETARY AND CONFIDENTIAL.UNAUTHORIZED ROUND STRAIGHT STEEL ANCHOR BASE DRAWING NUMBER: REV: WIMUCATION OR DISSEMINATION OF Tars D001MENT M RNS-12-40-11-A B 5TTUMY PROHIBITED WITHOUT PRIOR WRRTEN NOTI 7 �' 4.0 tt 7 7 /",A G FROM AMERICAN UTE POLE. x X 1 1 1 I I Submitted On: Mar 18. 2020 1/1 Index Paae O 4, NLTH - 11� NK W. H C III z o. 14 k03/23/20 �� Tcg pE ARC M >_ O O MU N Vi N C >E °' E w 4-: U 3 ai Q ILL Q_O J I) LL L ^ LEI O W tY r�1 I- J U 00 Z U) r•.,I O J pW[ O 03 N U) Q No C7 LU Z H � � F ~ = x U w I C2W � LL oa �� � fn = 0) rV z z =v >� O w ~ 0 N > a) M LU U a � } �� z O U tY O 2 (D O tY 2 H Q CD W N W = Q M U 0 N Q Mp Z O DATE I > 0112112020 O DRAWN BY M. RACHNER r • DESIGNED BY • F. HANCOCK • CHECKED BY • F. HANCOCK • • SCALE W VT/ i 0 v , z w I Q LU J 0 U"v W J J11 2z W I --I m 1 J 1 V V I- I J 0 z V 00 coCL JOB NO. 44523 SHEET NO. L4.1 L FLOAT LEVEL CONTROLLER (TYP. OF 5) (SEE DETAIL SHEET U1.2) ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) L SS HOIST SOCKET (HALLIDAY MODEL D1V OR APPROVED EQUAL) RAIL -MOUNTED EXPLOSION PROOF SUBMERSIBLE GRINDER PUMPS (WITH NON -SPARKING BREAKAWAY FITTING) 5±LFOF6"0 PVC AT 11 % ± SS HOIST SOCKET (HALLIDAY MODEL D1V OR APPROVED EQUAL) TOP ELEV.= 522.50 ± GROUND ELEV.= 522.00 ± FLOAT SWITCHES AND SS WALL BRACKET (ROTATED FOR CLARITY) (SEE DETAIL SHEET U1.2) 60" 0 PRECAST CONCRETE WETWELL "C-CHANNEL" SS GUIDE RAILS RUBBER BOOT 5±LFOF6"0PVC AT11%± (ROTATED FOR CLARITY) RAIL -MOUNTED EXPLOSION PROOF SUBMERSIBLE GRINDER PUMPS (WITH NON -SPARKING BREAK AWAY FITTING GROUT FILLET (SEE WET WELL FILLET PLAN SHEET U1.21 BASIN FLOOR ELEV. = 505.00 MIN. 60" 0 PRECAST CONCRETE WETWELL l°i I I I III \ I II I s �\ \�X\ 2" SS UNION (TYP.) i a 3"0 PVC DRAIN PIPE AT-!" PER 60"0 PRECAST FOOT, WITH FLEXIBLE COUPLING CONCRETE AND TIDEFLEX TF-2 CHECK VALVE VALVE VAULT (OR APPROVED EQUAL) 2" SS 90' BEND 2"0 SCH. 40 SS FORCE MAIN --- (I.D. = 2.067") //d �� II III I N� II I a l II II 1 6 d n INK SEALS (TYP. II II / / MANHOLE STEP 4 SS 2" CHECK VALVE SS 2" FULL PORT BALL VALVE PUMP STATION PLAN VIEW SCALE: 1/2" = 1'-0" REMOVABLE PORTABLE HOIST 300# CAPACITY (HALLIDAY MODEL D1 B36C OR APPROVED EQUAL) ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) 4" ALUMINUM MUSHROOM VENT 60" 0 PRECAST CONCRETE VALVE VAULT rLu> 2" SS FULL PORT ° e BALL VALVE z2" SS CHECK VALVE a ° 2" SS UNION d < I (TYP.) INK SEALS 2" O SS ° d (TYP 1 FORCE MAIN I d \ a SS LIFTING CHAIN I ° 2" x 1.25" SS NPT IREDUCER I 1.25" 0 NPT SS DISCHARGE PIPING MANHOLE STEP (TYP.) 2" SS 2" SS 90° BEND TEE lk 9 - , 1' MIN. CLEAR I I I ° < ° ° ° a SS PIPE SUPPORT (TYP.) GROUT FLOOR TO DRAIN 1/4" PER FOOT 3" 0 PVC DRAIN PIPE AT 4" PER FOOT, WITH FLEXIBLE COUPLING AND TIDEFLEX TF-2 CHECK VALVE (OR APPROVED EQUAL) -� 6" O I NV. IN = 510.50 ± 7 I d ° d IHIGH LEVEL ALARM = 509.50 d LAG PUMP ON ELEV. = 509.00 VA LEAD PUMP ON ELEV. = 508.00 molm BOTH PUMPS OFF ELEV. = 507.50 LOW WATER ALARM ELEV. = 507.00 2'-0" MIN. ---I #4 REBAR (CONTINUOUS) ° @ 8" O.C.E.W. d • d• • • • a 4 A Ad 2'-0" MIN. d a d ° C° <d ° e ° • ° v ° a ° < ° d d < °• 8" MIN.J I 8" MIN OF COMPACTED J #57 STONE 6" MIN. /4"X18" STEEL ROD @ 24" O.0 IN. 4-CY CONCRETE ANTI -FLOATATION COLLAR (3,000 PSI MIN.) SUBGRADE, UNDISTURBED OR COMPACTED TO 95% STANDARD PROCTOR PER ASTM D698 CONNECTION W/ 2" SS TEE, 2" SS BALL VALVE AND 2" SS SCREWED CAMLOCK COUPLING W/ DUST CAP PRESSURE GAUGE ASSEMBLY (SEE DETAIL SHEET U1.2) TRANSITION COUPLING AS REQUIRED FOR 2" SS TO 2" HDPE PRESSURE GAUGE ASSEMBLY (SEE DETAIL SHEET U1.2) TRANSITION COUPLING AS REQUIRED FOR 2" SS TO 2" HDPE 2" 0 HDPE IPS DR11 FORCE MAIN (I.D. = 1.92") 2" O SCH. 40 SS FORCE MAIN (I.D. = 2.067") EMERGENCY PUMP CONNECTION ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) (SECURE TO CONCRETE STRUCTURES PER MANUFACTURER'S REQUIREMENTS) ALUMINUM ACCESS HATCH (HALLIDAY MODEL R1 R60 OR APPROVED EQUAL) EMERGENCY PUMP 2"0 HDPE IPS DR11 FORCE MAIN (I.D. = 1.92") (SEE SHEETS C4.1, C4.2 AND C7.2 FOR CONTINUATION) 2" O SCH. 40 SS FORCE MAIN (I.D. = 2.067") SUBGRADE, COMPACTED TO 95% STANDARD PROCTOR PER ASTM D698 1' 0' 1' 2' 4' SCALE: 1/2" = V-0" PUMP STATION NOTES: 1. THE WET WELL SHALL BE CONSTRUCTED OF PRECAST CONCRETE. THE PRECAST SUPPLIER SHALL SIZE THE STRUCTURE WALLS, TOP AND BASE TO ACCOUNT FOR THE ANTICIPATED LOADS, DEPTH AND FLOATATION AND PROVIDE CALCULATIONS SIGNED BY A VIRGINIA LICENSED PROFESSIONAL ENGINEER WITH THE SUBMITTALS. 2. ALL MISCELLANEOUS METAL IN THE WET WELL SHALL BE STAINLESS STEEL ALLOY DESIGNED FOR USE IN SEWAGE STRUCTURES. ALL BOLTS, NUTS AND OTHER FASTENERS IN WET WELL SHALL BE 316 OR 304 STAINLESS STEEL. 3. ALL PIPING IN WETWELL AND VALVE VAULT SHALL BE 2" SCHEDULE 40 304 STAINLESS STEEL. TRANSITION TO 2" HDPE IPS DR11 BEYOND THE VALVE VAULT AS SHOWN ON THIS SHEET. 4. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT REQUIRED TO PROVIDE A COMPLETE OPERATING SYSTEM. 5. PUMPS SHALL BE EXPLOSION PROOF AND FLOATS SHALL BE INTRINSICALLY SAFE. 6. CONTRACTOR TO CONFIRM PENETRATION SIZES AND LOCATIONS PRIOR TO ORDERING AND INSTALLING EQUIPMENT. 7. FLOATS SHALL BE POSITIONED TO PREVENT INFLUENT FLOW FROM AFFECTING PROPER OPERATION OF THE PUMP STATION. 8. ALL INTERNAL PIPING SHALL BE STAINLESS STEEL UNLESS OTHERWISE NOTED. 9. CONTRACTOR TO MAINTAIN A DRY EXCAVATION UNTIL ALL BACKFILLING IS COMPLETED. HDPE PIPE - UTILITY NOTES: 1. PIPE BEND RADIUS SHALL BE A MINIMUM OF TWO TIMES MANUFACTURER'S ALLOWABLE MINIMUM BENDING RADIUS. 2. PIPE SHALL HAVE T MINIMUM COVER. 3. THE PIPE SHALL BE JOINED WITH ELECTROFUSION COUPLINGS AS OUTLINED IN ASTM F1055 AND CONFORM TO THE GENERIC ELECTROFUSION PROCEDURE FOR FIELD JOINING OF 12-INCH AND SMALLER POLYETHYLENE (PE) PIPE, PUBLISHED BY THE MUNICIPAL ADVISORY BOARD (MAB), OR WITH BUTT (THERMAL) FUSION WELDS AND CONFORM TO THE GENERAL BUTT FUSION JOINING PROCEDURE FOR FIELD JOINING OF POLYETHYLENE PIPE, TECHNICAL REPORT 33 (TR-33) PUBLISHED BY THE PLASTICS PIPE INSTITUTE (PPI). ALL JOINTS SHALL BE MADE IN STRICT COMPLIANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. A FACTORY QUALIFIED JOINING TECHNICIAN AS DESIGNATED BY PIPE MANUFACTURER OR EXPERIENCED, TRAINED TECHNICIAN SHALL PERFORM ALL ELECTROFUSION AND BUTT FUSION JOINTS. 4. LENGTHS OF PIPE SHALL BE ASSEMBLIED INTO SUITABLE INSTALLATION LENGTHS BY THE FUSION PROCESS BEING PERFORMED. ALL PIPES SO JOINED SHALL BE MADE FROM THE SAME CLASS AND TYPE OF RAW MATERIAL MADE BY THE SAME RAW MATERIAL SUPPLIER. PIPE SHALL BE FURNISHED IN STANDARD LAYING LENGTHS, NO SHORTER THAN 20 FEET. CENTER OF 60" 0 PRECAST - CONCRETE WET WELL INVERT IN: 510.50' N: 3915390.42 E: 11480392.04 YARD HYDRANT (SEE DETAIL SHEET U1.2) 5±LF OF 6" 0 PVC SDR-26 @ 11 % 6" 0 PVC SDR-26 FROM BUILDING @ 1% o � (ii CENTER OF 48" O STANDARD U- PRECAST CONCRETE MANHOLE w INVERT IN ELEVATION = 511.16' > INVERT OUT ELEVATION = 511.06 Lu N: 3915384.76 W E: 11480383.78 O �I J GRAVEL SECTION (SEE DETAIL SHEET U1.2) - MAIN LEVEL FFE: 537.00' -X X X - N o 'o 10, PUMP STATION SECTION VIEW A SITE PLAN SCALE: 1/2"=1'-0" U1.0 U1.0 SCALE: 1" = 5' X NM h x X I 25' CENTER OF 60" 0 PRECAST \ CONCRETE VALVE VAULT N: 3915383.91 \ -.mm- E: 11480399.63 /\ NEW 2" HDPE IPS DR11 SANITARY FORCE MAIN (SEE SHEETS C4.1, C4.2 AND C7.2 FOR CONTINUATION) F SS - HDPE TRANSITION COUPLING AS REQUIRED 8' PVC COATED CHAINLINK FENCE (TYP.) (SEE DETAIL SHEET U1.3) PUMP STATION CONTROLSTRUCTURE SEE DETAIL SHEET U1.2 16' DOUBLE SWING GATE (SEE DETAIL SHEET U1.3) SCALE 1 "=5' 0 5' 10, �0 �J VO M E O N 0 N N > E w °' E ~ U w Q L" 0 w o w O r6 ce Q J U 00 Z w H - uri O a iA fV d U` W N �O �X U < _j aiL w =N z = V > O c Ln cn � fV W N M a 00 J CD Lu tD � vi M O O H w > w w 2 Q U 0 Q z O U) DATE > M 0312312020 O >_ DRAWN BY C. DOMMERT • DESIGNED BY • C. DOMMERT • CHECKED BY • B. STRICKLAND • • SCALE • AS SHOWN JOB NO. 44523 SHEET NO. U1.0 a� =5O -0()f o O 2z 00 0 T � E� a= (0 N d 0 0 � 3 z w O � a �X 0 w c= d o o w a3 Ws U N X o U U :E-2 2N c_ 0 N U C LO N 8co U co a 6 00 m co U -0 2 cN c� V o C U (6In O oa ~v L E E 0 0 1 F U Q M 00: 0 N O N M N Cl) 0 LD 0 a O) 3 z H- X 0 N M N LO 0 U 0 0 0 a) zb E N Q I s 0 0 z �I 7 U NI 0 �I 0 O LO 19 V v 0 N J SERIES R1 R ACCESS DOOR STANDARD FEATURES: • AUTO -LOCK T-316 STAINLESS STEEL HOLD OPEN ARM WITH RELEASE HANDLE • T-316 STAINLESS STEEL HINGES AND ATTACHING HARDWARE • NON -CORROSIVE LOCKING BAR • SINGLE LEAF CONSTRUCTION FOR MAXIMUM ACCESS • 300 LBS. PER SQ. FT. LOAD RATING (1464 KG. PER SQ. METER LOAD RATING) • EXTRUDED ALUMINUM FRAME • RECESSED LIFTING HANDLE • ANCHOR PLATES (ORDER WITHOUT FOR FIBERGLASS OR DROP -IN INSTALLATIONS) • LIFETIME GUARANTEE ANCHOR PLATES LIFTING HANDLE PADLOCK BAR PADLOCK BAR PRIMER REQU CONC, _. APPLICATION A OPENING o OF L_1 U SECTION www.HaIIidayProducts.com Phone 800-298-1027 Fax 407-298-4534 HALLIDAY PRODUCTS Sales@HallidayProducts.com STANDARD SIZES QTY. M MODEL OD A DIM. INCHES (MM) B DIM. INCHES (MM) C DIM. INCHES (MM) UNIT WT. LBS. (KG.) R1R36 24 (610) 35 (890) 41 (1041) 62 (28) R1R48 32 (813) 47 (1194) 53 (1346) 86 (39) R1R60 40 (1016) 59 (1499) 65 (1651) 136 (62) R1R72 48 (1219) 71 (1803) 77 (1956) 175 (79) 3" (76 MM) TYP. c� J z Q w w a_ > 0 O MNA " (7 MM) THICK DIAMOND TERN ALUM. COVER PLATE FL. & ALUM. POSITIVE :KING HOLD OPEN ARM -316 STAINLESS STEEL HINGES VITH TAMPER PROOF FASTENERS (COVER SHOWN IN OPEN POSITION) OMIT ANCHOR PLATES FOR FIBERGLASS APPLICATION SER-RIR-N 07 SERIES DB PORTABLE HOIST STANDARD FEATURES: • TYPE-304 STAINLESS STEEL CONSTRUCTION • 30 FEET (9 METERS) OF 1 /4" (7 MM) STAINLESS STEEL CABLE • GALVANIZED 1 TON HOOK *DUTTON-LAINSON MARINE GRADE BRAKE WINCH *ADJUSTABLE REACH IN 1" (25 MM) INCREMENTS •3 YEAR GUARANTEE OPTIONS: *TYPE-316 CONSTRUCTION •ADDITIONAL CABLE AVAILABLE (SPECIFY LENGTH) •STAINLESS STEEL WINCH •STAINLESS STEEL HOOK *OTHER REACHES AVAILABLE UPON REQUEST (CONSULT FACTORY) DUTTON-LAINSON WINCH ASSEMBLY 60" (1524 MM) OVERALL HEIGHT www.HallidayProducts.com Phone 800-298-1027 Fax 407-298-4534 HALLIDAY PRODUCTS Sales@HallidayProducts.com ADJUSTABLE 24" - 36" (610 MM - 914 MM) (STANDARD) CABLE 1 /4" (7 MM) S.STL. 0 L STATIC LOOP DAVIT STANDARD SIZES QTY. MODEL NO. MAX .LOAD LBS. (KG.) UNIT WT. LBS. (KG.) D11336C 300 (136) 73 (33) D21336D 1000 (454) 96 (44) D3B36E 1330 (603) 111 (50) 1 TON HOOK 24" = 49" (610 MM = 1245 MM) 36" = 34" (914 MM = 864 MM) LIFTING HEIGHT NOTICE: • HALLIDAY PRODUCTS STAINLESS STEEL PORTABLE HOIST SHOULD NOT BE USED TO MOVE MAST PEOPLE OR LOADS ABOVE PEOPLE. •INSPECT CABLE AND HOOK CONNECTIONS BEFORE EACH USE. SERIES D HOIST SOCKETS STANDARD FEATURES: *STAINLESS STEEL TYPE-304 (STANDARD) OR TYPE-316 (OPTIONAL) CONSTRUCTION *AVAILABLE IN 3 STYLES *SUPPLIED WITH POLYMER LINING FOR SMOOTHER ROTATION AR GUARANTEE ~(152 MM) 6" (152 MM) 7T ANCHOR P HOLE SER-DB-0 6/5/12 www.HallidayProducts.com Phone 800-298-1027 Fax 407-298-4534 HALLIDAY PRODUCTS Sales@HallidayProducts.com II (203 II II BASE PLATE ELEVATION 1„ 9„ 3/8" (9 MM) (25 MM) (229 MM) WALL PLATE TYP. } ° II II ° EMBED STYLE OCKETS SOCK EL # FOR HOIST MODELS R LINED D1A AND D1 B D2R LINED D2A AND D2B D3R LINED D3A AND D313 WALL STYLE HOIST SOCKETS SOCKET MODEL # FOR HOIST MODELS D1V LINED D1A AN D1 D2V LINED D2A AND D2H NOT AVAILABLE D3A AND D38 II II 8 WEEP HOLE II I (203 M) 0 MOUNTING BASE PLATE PLAN HOLES ELEVATION 10" y ~(254 MM) f 1 " (25 MM) TYP. WEEP HOLE O O 10>, 11 II (254 MM) 8 (203 MM) 11 O MOU OLES 3/8" (9 MM) BASE PLATE PLAN ELEVATION FLOOR STYLE HOIST SOCKET SOCKET MODEL # HOIST MODELS D1S LINE D1A AND D1B ED D2A AND D213 D3S LINED D3A AND D313 NOTES: \ MOUNTING HOLES ARE 03/4" (019 M SER-D-O 6/5/12 BARNES www.cranepumps.com I&O Manual TOTAL HEAD METERS FEET 30 100 5" IMPELLE SELECTE 25 SYSTEM CURVE- 20 15 10 5 80 60 40 20 Series XSGV-L Performance Curve 2HP, 3450RPM, 60Hz Submersible Grinder XP inches (mm) STANDARD IMPELLER SIZES Pump HP Impeller Dia. 2.0 * Impeller Trims NOT Available Between 5.62 and 5.00 DESIGN POINT (23 GPM @ 67TDH) V84794 U.S. GALLONS 10 20 30 40 50 PER MINUTE LITERS .5 1 1.5 2 2.5 3 3.5 PER SECOND DESIGN CRITERIA: Testing is performed with water, specific gravity 1.0 @ 681 IF@ (20"C), other fluids may vary perfor- mance THIS PUMP STATION WILL SERVE THE BOYS AND GIRLS CLUB OF NORTH ALBEMARLE IN ALBEMARLE COUNTY, VIRGINIA. WASTEWATER FLOW WAS CALCULATED BASED ON A DAILY WATER CONSUMPTION RATE OF 10 GALLONS PER PERSON PER DAY FOR ELEMENTARY SCHOOLS WITHOUT SHOWERS, PER THE VIRGINIA WATERWORKS REGULATIONS, 12VAC5-590-69, CAPACITY OF WATERWORKS. THIS FACILITY WILL HAVE A DAILY WASTEWATER FLOW OF APPROXIMATELY 3,000 GALLONS PER DAY (GPD.) BASED ON AN OCCUPANCY PERIOD OF 8 HOURS PER DAY, AND USING A PEAKING FACTOR OF 3.0, THE PEAK FLOW RATE INTO THE PUMP STATION IS APPROXIMATELY 19 GPM. THE DESIGN PUMPING RATE FOR THE STATION IS APPROXIMATELY 23 GPM AT AN APPROXIMATE TOTAL DYNAMIC HEAD OF 67 FEET. CRAN E PUMPS & SYSTEMS SECTION 3C PAGE 3 DATE 5/04 A Crane Co. Company USA: (937) 778-8947 Canada: (905) 457-6223 • International: (937) 615-3598 Series XSGV-L Class I, Group D, Division 1 BARNES www.cranepumps.com Submersible Grinder XP 1&0 Manual inches (mm) 3" NPT 10.80 (274) a 5.55 1.13 (29) (141) 21.00 (533) 00 1-1 /4" NPT (102) DISCHARGE 1 8. I 200 - - (203) 3.87 (i) MODEL NO PART NO HP VOLT/PH Hz RPM NEMA FULL LOCKED CORD CORD CORD (Nom) START LOAD ROTOR SIZE TYPE O.D CODE AMPS AMPS inch (mm) XSGV2022L 127325 2 230/1 60 3450 H 15.0 53.8 10/4 SOW 0.75 (19) XSGV2062L 127326 2 200/3 60 3450 J 11.0 42.0 10/4 SOW 0.75 (19) XSGV2032L 127327 2 230/3 60 3450 J 9.0 1 36.0 1 10/4 SOW 0.75 (19) XSGV2042L 127328 2 460/3 60 3450 J 4.5 18.0 10/4 SOW 0.75 (19) XSGV2052L 127329 2 575/3 1 60 3450 J 3.2 14.4 1 10/4 1 SOW 0.75 (19) Moisture & Temperature sensor cord for all models is 18/5 SOW, .476 (12mm) O.D. REFER TO ELECTRICAL DESIGN FOR AVAILABLE VOLTAGE AND PHASE IMPORTANT! 1.) MOISTURE AND TEMPERATURE SENSORS MUST BE CONNECTED TO VALIDATE THE UL LISTING. 2.) A NON -SPARKING BREAK AWAY FITTING MUST BE USED TO VALIDATE THE UL LISTING. 3.) A SPECIAL MOISTURE SENSOR RELAY IS REQUIRED IN THE CONTROL PANEL FOR PROPER OPERATION OF THE MOISTURE SENSORS. CONTACT BARNES PUMPS FOR INFORMATION CONCERNING MOISTURE SENSING RELAYS FOR CUSTOMER SUPPLIED CONTROL PANELS. 4.) THESE PUMPS ARE UL LISTED FOR PUMPING WATER AND WASTEWATER. DO NOT USE TO PUMP FLAMMABLE LIQUIDS. 5.) INSTALLATIONS SUCH AS DECORATIVE FOUNTAINS OR WATER FEATURES PROVIDED FOR VISUAL ENJOYMENT MUST BE INSTALLED IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE ANSI/NFPA 70 AND/OR THE AUTHORITY HAVING JURISDICTION. THIS PUMP IS NOT INTENDED FOR USE IN SWIMMING POOLS, RECREATIONAL WATER PARKS, OR INSTALLATIONS IN WHICH HUMAN CONTACT WITH PUMPED MEDIA ISACOMMON OCCURRENCE. LDATE TION 3C CRAN E PUMPS & SYSTEMS E 2 4/17 0 A Crane Co. Company USA: (937) 778-8947 Canada: (905) 457-6223 International: (937) 615-3598 M E 0 0 rn � N � N O > E °� E LU ~ Lu U)Q U U. uU 0 LL uu O o C�f Lu ro cv 1 <_j U00 2!LU 0 o Vi C:) (3 111 a a- z 1 i �:O X U (n o Q Z3 =UQLn O 0 in (� rn oN UJ � M � Q_ � 00 J CD LU Ln 0 0 0 w > w = Q U Q z 0 U0 DATE 0312312020 0 } DRAWN BY C. DOMMERT DESIGNED BY C. DOMMERT CHECKED BY B. STRICKLAND 0 ALE N. T. S. JOB NO. 44523 SHEET NO. U1.1 0 L) Lai 0 0 m 0 0 0 Q a c c m `o 0 Cn 0 a) 0 -02 `m Q 0 c O 0 00 o C7 0- CO 2z a)0 o 2i T � � O � O �'0 0 0 Of 2 r- zN 0 � a X 0 o 15 o 0_ o � 0 � � 0 X O 0 0 O U L 2 O � [6 � U O 0 0 0 E 0 0 U N 0 � O 0 � U 0 C Cn m _o O U O 2 V� O O U a o L E L a) E E 0 L U a M N 0 N O N M N M 0 0 LD 0 a 3 0 z H X N M N Ln U a) c� N L6 E a) Q i `o z �I U t 0 c T O 19 Ln V v 0 N J WIRELESS ALARM SYSTEM (RACO ALARM AGENT OR APPROVED EQUAL) GALVANIZED STEEL UNISTRUT AS REQUIRED GAS SEAL ON CONDUIT 3" 0 GALVANIZED STEEL POSTS WITH CAP (TYP) Yd� NEMA 4X JUNCTION BOX d Od d TO PUMP s� STATION ° u0 SIGNAL CONDUIT POWER CONDUIT PUMP STATION CONTROL PANEL WITH ALARM LIGHT AND HORN FUSED DISCONNECT. COORDINATE EXACT FUSE SIZE WITH CONTROL PANEL MANUFACTURER. (REFER TO ELECTRICAL DESIGN FOR DISCONNECT SPECIFICATIONS) CONCRETE (3000 PSI MIN) FOUNDATION �li0Tj21:»Ye7L, FA� BUILDING 'CONDUITS AS REQUIRED BY MANUFACTURER AND APPLICABLE CODES PUMP STATION CONTROL STRUCTURE SCALE: NOT TO SCALE ELECTRICAL NOTES: 1. CONTRACTOR SHALL SUPPLY ALL EQUIPMENT REQUIRED TO PROVIDE FOR A COMPLETE OPERATING SYSTEM. 2. PUMP CONTROL PANEL SERVICE SHALL BE EXTENDED FROM NEW BOYS AND GIRLS CLUB BUILDING. (REFER TO ELECTRICAL DESIGN.) 3. ALL ABOVE GRADE ENCLOSURES SHALL BE PAD LOCKABLE. 4. ALL EQUIPMENT SHALL BE INSTALLED IN ACCORDANCE WITH ALL APPLICABLE STATE AND LOCAL CODES AND REGULATIONS; AND THE RECOMMENDATIONS AND REQUIREMENTS OF THE EQUIPMENT MANUFACTURERS. 5. ALL EXTERIOR CONDUITS SHALL BE UNDERGROUND AND SHALL BE INSTALLED PER 1996 NEC TABLE 300-5 AND TABLE 300-50 AND ARTICLE 300-6 (PROTECTION AGAINST CORROSION). 6. PROVIDE NUMBER AND SIZE OF CONDUITS AS REQUIRED BY MANUFACTURER AND APPLICABLE CODES. CONDUITS ENTERING THE WET WELL SHALL HAVE NEMA 4X JUNCTION BOX AND GAS SEALS. 5. NO ELECTRICAL SPLICES ALLOWED IN THE WETWELL. 6. CONTRACTOR SHALL PROVIDE AN EARTH DRIVEN GROUND CONNECTION TO THE PUMP STATION AT THE MAIN GROUNDING LUG IN ACCORDANCE WITH NEC. 7. ALL WIRE INSTALLED UNDER THIS CONTRACT SHALL BE COPPER. 8. ALL EQUIPMENT SHALL BE PROVIDED WITH LAMICOID NAMEPLATES (3/16" LETTERING MIN.). 9. BONDING BUSHINGS ON ALL SERVICE CONNECTIONS. GROUNDING LOCKNUTS ON ALL PANEL CONNECTIONS. 10. ALL EQUIPMENT IN THE WET WELL SHALL BE RATED FOR USE IN A CLASS 1, DIVISION 1 ENVIRONMENT. PRECAST CONCRETE WET WELL PUMPS 10-3/4" WET WELL FILLET PLAN SCALE: NOT TO SCALE 9-1/8" 3-3/8" 1-1/4" 2" DIA. SCH. 40 GROUT FILLET GALVANIZED STEEL PIPE CONCRETE CAP 4" DIA. SCH. 40 STEEL PIPE (PAINTED BLACK) SAND FILLED 2'x2'x4" 3000 PSI CONCRETE — PAD WITH 4x4-W4.0xW4.O WWR 12" COPOLYMER POLYPROPYLENE PLASTIC 0 0 0 0 0 0 0 1/2" GRADE 60 STEEL 6" 21-A AGGREGATE STONE 8. 5-3/4 REINFORCEMENT \ice\\ice\\i�\\ice\\ice\\A\i�\\ice\\� COMPACTED SUBGRADE (COMPACTED TO 100% DENSITY) GRAVEL SECTION SCALE: NOT TO SCALE o o DENOTES GRAVEL ON PLANS SECTION -A MANHOLE STEP SCALE: NOT TO SCALE EXISTING • : � MANHOLE (SEE SHEET C4.2 FOR CORE INTO EXISTING MANHOLE d TERMINATION AND INSTALL LINK SEAL LOCATION) I., d . 45° BEND 2" 90° BEND 1,I I • F_ 1/2" SS STRAP �°.• ANCHOR TIO-WALL 90° BEND I • T DISCHARGE NEW FORCE MAIN FROM I' ° SEWER dI d ° 1.d•� 45° BEND (INDEX FORCE MAIN DISCHARGE INTO BENCH AND TOWARD INVERT OUT) T �p • d ' M •� cC� FORCE MAIN TERMINATION AT MANHOLE SCALE: NOT TO SCALE FINISHED GRADE' 12" DIA. 3000 PSI CONCRETE AROUND 4" DIA. STEEL PIPE VALVE BODY WATER PIPE (SEE SITE PLAN FOR CONTINUATION) YARD HYDRANT WOODFORD MODEL Y2 3/4" THREADED MALE HOSE NOZZLE o 12" II II I III II II 12,E I 24" MIN. YARD HYDRANT SCALE: NOT TO SCALE SS KORE ASSES INTERIOR WEI WELL WALL 8 CUBIC FEET OF GRADED GRAVEL AROUND VALVE BODY MANHOLE BOOT SCALE: NOT TO SCALE GAUGE ASSEMBLY NOTES: 1. ALL PIPE FITTINGS SHALL BE GRADE 304 OR 316 STAINLESS STEEL OR BRASS NPT SUITABLE FOR WASTEWATER APPLICATIONS UNLESS OTHERWISE NOTED. 2. MOUNT GAUGE ON SIDE OF PIPE 4" SS OR BRASS BALL VALVE 2" SS NPT TEE BOOT 'E CLAMP SS FLOAT BRACKET (ATTACH TO WET WELL WALL WITH SS ANCHORS CORD GRIPS PER MANUFACTURER'S (TYP OF 5)� INSTRUCTIONS) HOOK HIGH WATER ALARM OIL LAG PUMP ON FLOAT SWITCH CORD WEIGHT OL LEAD PUMP ON NOTE: FLOAT SWITCH BOTH PUMPS OFF REFER TO PUMP STATION SECTION FOR FLOAT SWITCH ELEVATIONS OILLOW WATER ALARM PRESSURE GAUGE (4 2" ASHCROFT MODEL 1009 0-100 PSI) WITH SNUBBER (FACE ORIENTED UPWARDS) SS PROTECTIVE DIAPHRAGM (ASHCROFT 101 DIAPHRAGM SEAL OR APPROVED EQUAL) 2" SS OR BRASS NIPPLE 2"x/2" BUSHING DISCHARGE PIPE PRESSURE GAUGE ASSEMBLY SCALE: NOT TO SCALE FLOAT SWITCH AND WALL BRACKET DETAIL SCALE: NOT TO SCALE GALVANIZED STEEL SLEEVE - DIAMETER AS RECOMMENDED BY SEAL MFR. MECHANICAL SEAL (LINK SEAL OR APPROVED EQUAL) PIPE DIAMETER AND MATERIAL AS SHOWN ON PLANS CONCRETE WALL (INTERIOR FACE) ANCHOR COLLAR W/ 2" WATER STOP CONTINUOUSLY WELDED ON BOTH SIDES NOTE: ALL METAL HARDWARE SHALL BE 316 STAINLESS STEEL. LINK SEAL SCALE: NOT TO SCALE VARII SCHEDULE M165 ADJUSTABLE SADDLE (DIM IN INCHES) PIPE SIZE A B C D DIA X LG 2-3 22 7 12 a X 5 4-12 3 72 22 $ X 5 14-16 4 9 3 8X5 18-20 6 11 31 4 X 6 24-36 6 11 4 4 X 6 ADJUSTABLE PIPE SUPPORT SCALE: NOT TO SCALE CARRIER PIPE SEE SCHEDULE M165 VARIES ACCORDING TO PIPE SIZE (APPROX 4 1/2" TOTAL ADJUSTMENT) ADJUSTABLE SADDLE WITH SUPPORT PIPE, MSS TYPE 38, SEE SCHEDULE M165 (MSS TYPE 37, AS REQD) EXPANSION ANCHOR BOLT (D) (2 REQD EACH SUPPORT SEE SCHEDULE M165) M E 0 0 rn � N � N O > E w E ~ uj U v Q LL 0 w o ro af Lu M a_j Uo0 w J — Ln a > o N 0 W N � o x afw (a�U- T n = C Q N = U > � 0 Ln rn O N � M ul 00 J Ln 0 0 _ 0 w > w_ _ U Q z 0 > 0 0 Ll 0 d U U) w z O > w w Q DATE 0312312020 DRAWN BY C. DOMMERT DESIGNED BY C. DOMMERT CHECKED BY & STRICKLAND SCALE N. T. S. JOB NO. 44523 SHEET NO. U1.2 O d 00 -0(]� 20 U) z �0 o T � cma) m(n 0-o C of _!L) (n zN 0� 2 g x Q) 0 o o O. Q� § Q0) a)c: > y �'n x L= O O a)U :E-2 a� � o � o 0 E 0 0 o -� � 0 a)-0 -�6 0 U O 0 m _o O U -O 2 V� O O O U L6 0-0 L E L FRAME & COVER (SEE FIG. S-1-D,E) SLOPED AREA -� RUBBER COATED STEEL STEPS CAST IN PLACE —� PRECAST REINFORCED CONCRETE SECTIONS "0" RING SEALS �\ MINIMUM ELEVATION DIFFERENCE ACROSS M.H. 5" SHALL BE 0.20 FEET. FROM INLET TO OUTLET DEPTH .OF FLOW CONCRETE CHANNEL TO BE _jjrILLETS 3/4 DIAMETER OF CONTRIBUTING SEWER. A FILLETED INVERT OR A SMOOTH TRANSITION OF FLOW BETWEEN INLET & OUTLET PIPE SHALL BE STREET SURFACE OR NON -PAVED AREA 1'-0" MAX 2'-0" 'A � e 3'-0" MIN a 12" M1N 4 16" MAX a 4'- O" 5' VARIES a '4 e A 12" PROVIDED. MIN. 6" BEDDING NOTE.: W/ N0. 68 STONE 1. BEDDING THICKNESS REQUIREMENT SHOWN IS MINIMUM AND SHALL BE SPECIFICALLY DETERMINED BY THE CONSULTANT FOR THE SOIL CONDITIONS. 2. THE CONSULTANT WILL DETERMINE WHETHER MANHOLES SHALL HAVE EXTENDED OR NON -EXTENDED BASES. 3. ALL JOINTS, LIFT HOLES, INLETS, OUTLETS TO BE SEALED & GROUTED INSIDE AND OUT. TYPICAL MANHOLE SECTION SHOWING BRANCH TIE-IN N.T.S FIG. S-I-A TD-25 D FLEXIBLE CONNECTION —' l WITH STAINLESS STEEL BAND H w 0 3000 PSI CONC. BASE BENCH SLOPED TO FLOW CHANNEL 1 /4" 1' MIN 2" NOTE: BRANCH ALL CONNECTIONS TO EXISTING MANHOLES SHALL BE CORED AND A FLEXIBLE CONNECTION " BOOT " INSTALLED TYPICAL MANHOLE PLAN SHOWING BRANCH TIE - IN N TS FIG. S-I-B TD-27 (4) 1" (25mm) DIA HOLES ON 32 3/4" (834mm) DIA BOLT CIRCLE. 2" (51 mm) LETTERS 0 (RECESSED FLUSH) 1" [25mm] D PCLOSED ICKHOLES 1 1/2" D r [38mm] �tj z _ _T a G' z 0 0 r S Fz m W i (2) CORED O PICKBARS 71 T 1 1/8" (29mm) DIA BOSS J" l� D 27 1 /2" DIA 1 1 /2" Z [699mm] [38mm] m 26 1 /4" DIA 7" I` [178mm] [667mm] 26" DIA 1 1 /2" [660mm] [38mm] 1/4" (6mm) DIA 3 1/B" 60 DIA NEOPRENE GASKET [79mm] [606mm] Of 28 7/16" DIA I 5/8" 1'— [722mm] �1 116mm] 23" DIA m [584mm] 36" DIA 25" DIA [914mm] [635mm] FRAME SECTION O.D. OF GASKET GROOVE SECTION nil RAIKI 1 T-6" 1 T-6" 12" 12" 12" 16' DOUBLE SWING GATE SCALE: NOT TO SCALE ALL CHAINLINK FABRIC PVC COATED (TOP SELVAGE KNUCKLED) POST TOP TENSION BAR 2.875" ROUND CORNER POST TENSION BAR RAIL TIE 2.375" ROUND LINE POST 1.66" BRACE RAIL 3/8" MIN. ROUND ROD WITH TURNBUCKLE DRILL 1/4" HOLE (TYP) LINE POST LOOP CAP INE CRETE FOOTING ALL FENCING POSTS, FABRIC, HARDWARE, ACCESSORIES, AND APPURTENANCES TO BE FACTORY PVC COATED (BLACK) 1.66" TOP RAIL 2.375" ROUND LINE POST LINE POST TIE TURNBUCKLE mz I A 1 ,M MAX. I I /—TENSION WIRE BOTTOM SELVAGE KNUCKLED 10' MX SPACING (SPACE POSTS UNIFORMLY) 3,000 PSI CONCRETE FOOTING 8' CHAIN LINK FENCE SCALE: NOT TO SCALE 10" II II KNUCKLE DETAIL II II II II LINE POST 101, NOTE: ALL FENCING POSTS, FABRIC, HARDWARE, ACCESSORIES, AND APPURTENANCES TO BE FACTORY PVC COATED (BLACK) M E 0 o 0% N vi N Q 0 > E a; E W ~ uj Q U W O L ra Q J U c0 Z a •� w�� — uri O aiAON Q, H (� W N — � O x U 6u W o oQ �"j. cN z U > O c Ln N � N W � M a� 00 J U) M O (D O 0 W > w W U 0 a z 0 U) DATE > M 0312312020 O DRAWN BY C. DOMMERT DESIGNED BY C. DOMMERT CHECKED BY B. STRICKLAND SCALE N. T. S. JOB NO. 44523 SHEET NO. U1.3 aCL �O �()f 2 O �Z O �2 0 T � �a a � c m coN 0- oZ) c � 3 Z w O 9) 2 Q g x H x a) 0 w �, -:5 d 0 aw 2 .3 0.0) d c i Y to (6 7 N U O O d U 2 to (6 O 0 N U C LO N E a 7 O U N 0 d � (6 U N 2 in N U -0 2 c n c� is c U (6 O in LD �a L