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Home My WebLink AboutSDP201900072 Plan - Approved Final Site Plan and Comps. 2020-08-31im U CF-AJG J. J. Y1.Ur,�RSKT Lic. Nro. 0402048507 b126/20 BEAVER CREEK MEDICAL OFFICE BUILDING FINAL SITE PLAN (SDP201900072) REF: INITIAL SITE PLAN SDP201900051 COUNTY OF ALBEMARLE, VIRGINIA NOTES TAX MAP PARCEL AND OWNER INFO: PARCEL 06000-00-00-03800 2246-2248 IVY ROAD LLC 2246-2248 IVY ROAD CHARLOTTESVILLE, VA 22903 ZONING: HC - HIGHWAY COMMERCIAL ENTRANCE CORRIDOR OVERLAY AIRPORT IMPACT AREA OVERLAY MAGISTERIAL DISTRICT: JACK JOUETT SOURCE OF SURVEY, BOUNDARY, AND TOPOGRAPHY: TIMMONS GROUP 28 IMPERIAL DRIVE STAUNTON, VA 2440.1 (504) 885-0920 CONTACT: MICHAEL W. DORSEY CONDUCTED: 7/18/2019 DATUM: VERTICAL: NAVD88 HORIZONTAL: NAD83 (NA2011), VIRGINIA STATE GRID, SOUTH ZONE WATERSHED: MOORES CREEK - NOT A WATER SUPPLY WATERSHED SETBACKS: FRONT (BUILDING): 10 FT (MINIMUM) FROM ROW OR EXTERIOR EDGE OF SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE ROW; 30 FT (MAXIMUM) ? " FRONT (PARKING): 10 FT FROM PUBLIC STREET ROW SIDE: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 20 FT (OFF-STREET PARKING OR LOADING SPACE) ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE REAR: ADJ. TO RESIDENTIAL: 50 FT (STRUCTURE), 5 FT (OFF-STREET PARKING OR LOADING SPACE)* ADJ. TO COMMERCIAL: IN ACCORDANCE WITH BUILDING CODE *SPECIAL EXCEPTIONS TO THE REAR PARKING SETBACK, PURSUANT TO 4.20(a), AND THE USE BUFFER, PURSUANT TO 21.7(c), FOR THIS DEVELOPMENT WERE APPROVED BY THE BOARD OF SUPERVISORS ON APRIL 15, 2020 WITH THE FOLLOWING CONDITIONS: 1. THE BUFFER DISTURBANCE WITHIN 20 FEET, AS MEASURED FROM THE REAR PROPERTY LINE, IS ALLOWED ONLY FOR SCREENING, LANDSCAPING, AND PARKING. NO DUMPSTER OR DUMPSTER PAD MAY BE LOCATED CLOSER THAN 20 FEET FROM THE REAR PROPERTY LINE. 2. ALL SCREENING, PARKING LOT LANDSCAPING, AND LANDSCAPING ISLANDS SHALL MEET ARCHITECTURAL REVIEW BOARD REQUIREMENTS. 3. SURFACE PARKING SHALL BE NO CLOSER THAN 5 FEET FROM THE REAR PROPERTY LINE, AS SHOWN ON THE EXHIBIT TITLED "BEAVER CREEK - MEDICAL OFFICE BUILDING - SPECIAL EXCEPTION: SITE LAYOUT WITH SPECIAL EXCEPTION REQUEST' AND DATED DECEMBER 19, 2019. STEPBACKS: 15 FT FOR EACH STORY THAT BEGINS ABOVE 40 FT IN HEIGHT OR FOR EACH STORY ABOVE THE THIRD STORY, WHICHEVER IS LESS PRESENT USE: COMMERCIAL (NEIGHBORHOOD SHOPPING CENTER) PROPOSED USE: ±26,600 SF MEDICAL OFFICE SPACE REQUIRED PARKING PER ORDINANCE: MEDICAL OFFICE: (26,600 SF x 0.8) X (1 SPACE / 200 SF) = 107 SPACES PROPOSED PARKING: 107 SPACES ADA PARKING REQUIRED: 5 SPACES (AT LEAST 1 VAN ACCESSIBLE SPACES) (PER 2012 VCC) ADA PARKING PROVIDED: 5 SPACES MAXIMUM BUILDING HEIGHT: 65 FEET PROPOSED DISTURBED AREA: 1.51 ACRES EXISTING IMPERVIOUS AREA: 1.03 ACRES PROPOSED IMPERVIOUS AREA: 1.24 ACRES AREA OF PAVED PARKING/CIRCULATION: 0.93 ACRES PROPOSED OPEN SPACE: 0 ACRES PROPOSED RECREATION AREA: 0 ACRES TRIP GENERATION LAND USE: MEDICAL OFFICE BUILDING ITE CODE: 720 AMOUNT: 26,600 UNITS: SF (GFA) WF'FKnAY ADT AM PEAK HOUR PM PEAK HOUR 926 IN 58 OUT 36 TOTAL 94 IN 43 OUT 66 TOTAL 109 11/25/2019 VICINITY MAP 1" =1000' DEVELOPER: TURNER ENTERPRISES 250 WEST MAIN STREET, SUITE 201 CHARLOTTESVILLE, VA 22902 CONTACT: JOHN TRIER TELEPHONE: (434) 533-0788 ENGINEER,OF RECORD: TIMMONS GROUP 608 PRESTON AVENUE, 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 AND DETAILS 1 CIA NOTES AND DETAILS 2 C1.2 NOTES AND DETAILS 3 C1.3 NOTES AND DETAILS 4 C2.0 EXISTING CONDITIONS C2.1 DEMOLITIOWPLAN C4.0 SITE AND UTILITIES PLAN C5.0 GRADING AND DRAINAGE PLAN C5.1 GRADING SPOT SHOT PLAN C5.2 SIGHT DISTANCE PROFILES C7.0 -STORM AND UTILITY PROFILES C8.0 EASEMENT PLAN L1.0 LANDSCAPE PLAN L2.0 LANDSCAPE NOTES AND DETAILS L3.0 ARCHITECTURAL ELEVATIONS SE1.0 CALCULATED LIGHTING LEVEL PLAN SE5.0 FIXTURE DETAILS SE5.1 FIXTURE DETAILS TOTAL = 19 SHEETS UTILITY DEMANDS WATER FLOW (AVERAGE DAILY DEMAND) AVERAGE FLOW RATES (FROM TABLE A 12VAC5-590-690, VDH WATERWORKS REGULATIONS): OFFICE: 250 GPD/1,000 SF = 26,600 X 250 GPD/1,000 SF = 6,650 GPD AVERAGE HOUR. 6,650 / 24 = 277 GALLONS PER HOUR MAX HOUR = 300% OF AVERAGE HOUR = 277 X 3 = 831 GALLONS PEAK DOMESTIC DEMAND = MAX HOUR X 2 = 831 X 2 = 1,662 GALLONS SEWER FLOW (AVERAGE DAILY FLOW) OFFICE: 26,600 SF X (250 GPD PER 1,000 SF) = 6,650 GPD SIGNATURE PANEL: ":• DATE DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING & ZONING J4��kl(A- IY1L 26 ENGINEERING INSPECTIONS ARCHITECTURAL REVIEW BOARD DEPARTMENT OF FIRE AND RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION ALBEMARLE COUNTY ARCHITECTURAL REVIEW BOAMU cq E O O N V N = C ¢ O E W ¢ U. L� Lw O n<¢. L U oM0 Lu Off. 5: O N In U W N ri: z� � °� �X �� ai1 = U L9 I— c Ln rn N sll M d � co J O w ID {--• z 0U)U)U) H w w w U w 00 O 0 U U U zo w O O O O O O O N N N N w 0 0 O O O N M N N d\ n 0`0 O O O O DATE 11/25/2019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A (D z H J H M� W W U I---4 LL LL 0~ a z J � ~ Uj < W -r U C/) H o It C) u LLJ L1J LU w Q p � w U � m a W W U w Q w m JOB NO. 43567 SHEET NO. C0.0 L_ 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 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 SPEC IFIICATIONS 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. (NIA) 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 A117.1-03. 30. THE CLEAR ZONE IS TO BE FREE OF STORED MATERIALS AND PARKED EQUIPMENT. 31. HORIZONTAL AND VERTICAL SIGHT DISTANCES SHALL BE FREE OF PARKED VEHICLES. 32. ALL EXCAVATED AREAS WITHIN THE CLEAR ZONE THAT HAVE A DEPTH GREATER THAN 6" SHALL HAVE A 6:1 STONE WEDGE PLACED AT THE END OF THE DAY 33. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 34. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 35. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 36. SEPARATE DEMOLITION PERMIT REQUIRED FOR EXISTING BUILDING REMOVAL ALONG WITH UTILITY RELEASES. 37. BUILDING OR STRUCTURES BUILT BEFORE JANUARY 1, 1985 MUST HAVE AN ASBESTOS SURVEY PERFORMED IN ORDER TO APPLY FOR A PERMIT. ASBESTOS REMOVAL PERMITS ARE REQUIRED IF POSITIVE FOR SUCH. CONTACT VDOLI FOR ADDITIONAL REQUIREMENTS AND PERMITS FOR DEMOLITION PROJECTS. 38. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. WALLS REQUIRE INSPECTIONS AS OUTLINED IN THE USBC. 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 BORROW OR WASTE AREAS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE), 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) 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 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. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 6. 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. 7. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. 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). ROADS LEGEND TRAFFIC STOP BAR ® STORM PIPE & STRUCTURE NO. O DROP INLET & STRUCTURE NO. CURB CURB & GUTTER DRY CURB & GUTTER PROPOSED PAVEMENT PAVED DITCH - JUTE MESH DITCH -.- CENTERLINE OF DITCH BENCH MARK ... .. CLEARING LIMITS -� R-1 VDOT STANDARD STOP SIGN -- 200 EXISTING CONTOUR 200 PROPOSED CONTOUR + 240.5 EXISTING SPOT ELEVATION TC 240.5 PROPOSED SPOT ELEVATION 1� PARKING COUNT ALBEMARLE COUNTY FINAL PLAN GENERAL MOTES General Construction Notes SEWER f----- S ------S EXISTING SANITARY SEWER WATER .................................. W.................................... EXISTING WATER LINE 60 W PROPOSED WATER LINE �- 6w W PR OPOSED POSED VALVE -- --i T i 60 W PROPOSED TAPPING SLEEVE �} PROPOSED FIRE HYDRANT (COMPLETE) r_DAnTnIr- TC = TOP OF CURB BC = BACK OF CURB EP = EDGE OF PAVEMENT TW = TOP OF WALL BW = BOTTOM OF WALL TS = TOP OF STAIRS BS = BOTTOM OF STAIRS N/A = NOT APPLICABLE TO THIS PROJECT Albemarle County Engineering )Final Plan General Notes Page 1 of 4 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. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal: vertical). Whore 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 111. 9. All excavation for underground pipe installation roust comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). DETENTION PIPE MAINTENANCE 0 . ry�.p gGW J. { rh tZ T Lic. INIo. 040200507 �_ b/26/20 _i M E 0 0 N V N � Q 0 > E LU E LU n. 0 wcC U j JUOR Lu -j - Sri a p N V W N a, M H O x U U j tD a c Lri rn O N LJ M o- d- 00w �� z a z z z w w w U w 00 O O 0 U U U O �,zzz U) > > > O O O w U U U 0 0 0 0 N N N N w 0 0 0 0 0 O N (n N N d\ 000 O 0 C7 O DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A 1 L J z H H D co W U LL H O z J ,V Hn �/ J G' � I-\ H d > W U� o O w Q W w W m J O ' Q Z V LU LU ce V W a w m L JOB NO. 43567 SHEET NO, C1.0 CG-9D WIDTH Of A -iI ENTRANCE - - - -' STEEL CAP � R= %4" CONTROL JOINT SPACED NON -SLIP BROOM FINISH � . �" ,p WIDTH OF ENTRANCE z PEDESTRIANS - LIMITS OF PEDESTRIAN SUS LIMjESSZR ACOUTE ® - - J © ACCESS ROUTE 0 oar EXPANSION JOINT- �- o NON -TRAVERSABLE Q n ED SPACE SLOPE - UNPAVED SPACE R oNpQFa AT WIDTH OF WALK ;Q...1" I ' ;• ,...: i ...' .. `- a VARIABLE WIDTH' MAX. CROSS SLOPE 2%(''�`� • : � of Q 'pq E'�tv� L Q Q EXISTING OR PROPOSED c - WIDTH OF � SIDEWALK OR SIDEWALK SPACE C` ENTRANCE W '• 6" DIA. STEEL PIPE a. FILLED WITH '•,. CONCRETE AND EXPANSION JOINT AT MAX OF 30', WITH , PREMOLDED EXPANSION FILLER 1.. " /4 <.- <:. • < • _ ___ _ _ _ _. r �- a-------------------------:---- --- _v___.----- r- � r-._�_ - \ ° c .. a d \ �\ \� \� \� \� // // // a a a .Q � is �� ,7 xD I'AwS�[ RM . Z CURB INCLUDED IN wA. ENTRANCE GUTTER u < ?' • POWDER COATED 4 .` .' : °':'' '' .•. C. ♦' plJ p\l �,l/ p\/ pti/ pV` py ..0 .„. �� y ,V��J p�J p \\��\ \\ '�°�°^T� -� - - \�\ \\/ �� J126/� EXPANSION JOINT -� � � - - - C I - 3.5' a COLOR TO BE SELECTED BY / � O a i LIP11"T5 QE PfD£STRIAP NON -TRAVERSABLE LIMITS OF PEDESTRIAN u bi Z ACCESS ROUTE - CCESS ROUTE a w z •' OWNER) CONIC. WALK 4" 3,000 PSI AIR -ENTRAINED PEDESTRIAN ACCESS ROUTE DETAILS WITH & \� FLOW LINE WITHOUT UPAVED SPACE PAVEMENT PATCH NCRETE COMPACTED SUBGRADE 4" TYPE021 B STONE COVER o ADDITIONAL RIGHT-OF-WAY IS REQUIRED IF THE LIMITS = Fi ENTRANCE WIDTH OF PEDESTRIAN ACCESS ROUTE Q EXTEND BEYOND EXISTING 1-3, DESIRABLE MINIMUM 16' OR PROPOSED VOOT RIGHT -OF WAY. 15" - EXPANSION JOINT ABSOLUTE fv91NIMUM 12 Q :: •: �+ i, r�Irv= -III .-°,.GI ' i u �' °: �. 4. a °' 9 ' ' •.; ' i • ;• y ' a •�: :.: ' ''° .'• .. ' a°.. ,: , s .' `.a•. '' t .4 d � _ <.. DENOTES CONCRETE SIDEWALK PAVEMENT ON PLANS M E V N EDGE OF PAVEMENT �< • a. PEDESTRIAN ACCESS ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT , ; • �, A I PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A °°• FACILITY THAT CAN BE APPROACHED, ENTERED AND �I 11=1 I I •:., . •� e'• 3'S . :: ;.. , 1I--ICI �I I I I y • ' • ° •' 41 - - --- - --' - - ''' - - - ' ` -•: ---� I ,.,_ NOTE: SIDEWALKS SHALL BE CONSTRUCTED IN •; ACCORDANCE WITH VDOT STANDARDS. ° a.. - - W _� E 2 f- Lu U \ \ \ \ \ \ \ \ �\ \ / \ / \ \�/\�\�\�\�/, HALF PLAN USED BY PEDESTRIANS. a . o . a . . o �•�•o•o•o• Q '.: ' ..' 2'-0" DIAMETER a' 3,000 PSI AIR -ENTRAINED !�/ . �/ .\�/ . �/ . �/ , �/ , �/ . �/ ,\Y\�\�/ , ¢ L. 0 3 D LL 2 IF PEDESTRIAN ACCESS ROUTES p ARE BEING PROVIDED, A MINIMUM 4' TRAVERSABLE WIDTH IS • ' CONIC. FOOTING COMPACTED SUBGRADE 4 21-BSTONE CONCRETE SIDEWALK PAVEMENT SECTION w O W M No Scale REQUIRED WITH A MAX.2z CROSS SLOPE. SECTION B-B °• d J U 00 �, 0 0 WHEN USED IN CONJUNCTION WITH STANDARD CG 3 OR CG 7, THE CURB FACE ON THIS 2'-0" STANDARTHE DT BE DJUSTEDU TOION.MATCH 2" MINIMUM CONCRETE BELOW STEEL PIPE � 0 rn D- O rV (/1 N z ui � M F • 0- � z w z Lu z Lu z w CONCRETE SIDEWALK JOINT DETAIL No Scale UNPAVED SIDEWALK SPACE PARABOLIC SPACE CURVE �. p NORMAL GUTTER & ------ "L © M p, �• D•p EXPANSION JOINT WITH PREMOLDED EXPANSION FILLER, "ZIP STRIP" OR �, I•„ .� a o Q "' U w 0 O U O U O U O U BOLLARD DETAIL _ _ ________ _x _-- _ * c z _-�o_ • a. I .- a 6' ' '�, • °• p' D• Uo� oo. • -W1 0% TO 10% CHANGE .'p . 4: pp0.O�jo O��Q o<>.Oi O.O •O.O o0�0 •p •� •�• / '� c��0 O •O .O O�P•�Op,�•O.O•p SECTION C-C 6" AGGREGATE BASE CLASS A3 (H.E.s.1 colvc. 'TYPE 1517.E 21H z•-o" No Scale FESf�VED FEOMD PA�� P�� EQUIV., SEAL WITH 1/4 SEALANT SILICONE SEALANT " NON -SLIP BROOM FINISH WWF 6X6 W2.9xW2.9 U) = N v '-' > iO = ¢'•^ o rn � `" Iv M � H Lu W z O U z O U z O U z O U CONCRETE BUMPER BLOCK " ANCHOR WITH 5/8 REBAR _.....---------..-.-_.-.......- � I 12% MAX. SLOPE 5'-0' % POINT OF GRADE CHANCE FOR CURB AND GUTTER ONLY ° o. IMBEDDED 24" IN GROUND HANDICAP SIGN 2" _.... _ d '1 0- d- 00 -j o w iD ~ X 12 % MAXIMUM INCREASE IN SLOPE AT MINIMUM 10' INTERVALS p ' , p SIDEWALK, CURB AND GUTTER 3 °!= MAXIMUM DECREASE IN SLOPE FOR FIRST 10`1NTERVAL AND LOCATION VAN` HANDICAP SIGN a . 10" 3,000 PSI AIR ENTRAINED PORTLAND <' a '° <' �° ' CEMENT CONCRETE BUILT CONCURRENTLY • o • o • a • o • o $ % MAXIMUM DECREASE FOR SUCCEEDING MINIMUM 10' INTERVALS • o . o . o . o . o . a . LOCATION (TYP.) ��TM �� ° °" � SECTION A- A GUri .....__..............__.-.------- RE ft AY o 0 0 0 9 � � � 6" TYPE 21 A STONE COVER � SECTION D-D TOW AWAY ZONE TOW AWZOPE c 0 EOP EDGE OF � PAVEMENT / / / /� /\ \/ / /\� �---COMPACTED SUBGRADE (CBR 11.2) � � �� \ -� �� • /� (D 0 XVDOT ROAD AND BRIDGE STANDARDS STANDARD ENTRANCE GUTTER SPECIFICATION REFERENCE 502 PAINTED o 18' 18' 2 /° MAX. `,A , VAN 6 ABOVE ACCE996L•E 6 ABOVE � SHEET 1 OF 1 REVISION DATE PER \ D7/15 zo3.03 VIRGINIA DEPARTMENT OF TRANSPORTATION I VDOT FINISHED FGRA GG 2 �4„ SPEC. PAINTED STRIPE ED GRAD a DENOTES CONCRETE SERVICE AREA PAVEMENT ON PLANS � .: :..'; j w W o 0 0 0 9 (TYPICAL) SPACES SHALL BE IDENTIFIED BY ABOVE GRADE SIGNS AS RESERVED FOR a 0 ` \ \ N NOTES 8' S' 8' 11' 5' yl I_ PHYSICALLY DISABLED PERSONS. PROVIDE ONE (1) R-7-8 SIGN AT EACH PARKING z N CD t 0 0 Co 0 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. TYPICAL VAN SPACE INDICATED ON SITE PLAN. SIGN SHALL BE ALUMINUM (PAINTED WHITE) HEAVY DUTY CONCRETE SECTION DATE 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, ACCESSIBLE ACCESSIBLE WITH GREEN LETTERS AND INTERNATIONAL WHEELCHAIR SYMBOL. SIGN SHALL > No Scale 4000 PSI IF PRECAST. 4„ 2„ R 3, CURB HAVING A RADIUS OF 300 FEET OR LESS HANDICAP SPACES REGULAR SPACE BE PLACED ON STEEL POST 1-1/2" O PAINTED BLACK SET IN MIN. 2' OF CONCRETE. 0 11 25/2019 (ALONG FACE OF CURB) WILL BE PAD FOR AS } RADIAL CURB. 777X777A° A 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH , AS 3" (15" DEPTH) OR INCREASED AS MUCH AS D.a • D. 2.0" ASPHALTIC CONCRETE SURFACE COURSE - SM-9.5A DRAWN BY K. MELLON VA. SIGN FOR THE DISABLED ON 0.80 GAUGE ALUMINUM. COLORS: GREEN ; 3" (21" DEPTH)IN ORDER THAT THE BOTTOM ` OF CURB WILL COINCIDE WITH THE TOP OF A An. COURSE OF THE PAVEMENT SUBSTRUCTURE. D,' "• D.' ` BORDER & LEGEND, BLUE SYMBOL FOR ACCESSIBILITY, WHITE BACKGROUND. 2.0" INTERMEDIATE BASE COURSE - BM25.0 7No YPICAL PARKING SPACE DETAILS OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. .t a NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE w A P A FOR A DECREASE OR AN INCREASE IN DEPTH. D,p ' D." P SURFACE o 0 0 0 0 0 0 DESIGNED BY K. MELLON Scale KING SIGNS F O R T H E DISABLED kN�Tle 5. CG-2 BE USED ON ROADWAYS MEETING w . • '�' o 0 0 0 0 0 0 8" TYPE 21-B AGGREGATE SUBBASE COURSE THE REQUIREMENTS FOR CG-& AS SHOWN IN A E IR CHECKED BY APPENDIX A F THE VDOT ROAD DESIGN MANUAL, IN THE SECTION ON GS URBAN STANDARDS. ;n , ;n • o 0 0 0 0 0 0 ® ;n •', pa • ', BASE D.A> D.po-• D EXISTING PAVEMENT PROPOSED PAVEMENT F � SIGN �j % /jam %�//j % j� j ��/\��/\��/\��/\��/\��//\��//\��/\�� • C. KOTARSKI > SCALE ;n• ,n• > A D ; • D., • D a SAWCUT THROUGH a- MATCH EX. CROSS STD. U POST COMPACTED SUBGRADE ,� a• .;'a• . EX. SURFACE W U SLOPE UNLESS OTHERWISE GALVANIZED ® N /A 4' 2" RADIUS SUBBASE COURSE X SPECIFIED ON PLANS"ir--'"'><%! X W w & REMOVE :>:.`:' ��;%<:%;„I:I:;;<:1::::._:::>::::>.::<:.<::' DENOTES HEAVY DUTY ASPHALT PAVEMENT ON PLANS An 6' D.; PAVEMENT PROPOSED 2' MIN. SURFACE • (D HEAVY DUTY ASPHALT PAVEMENT SECTION D, SURFACE 2"+ COURSE ' A D• D• b D An b° bn' BASE EXISTING PAVEMENT TO BE am Hq QPOST No Scale >n' •>A p�o- A A SUBBASE �- s" MILL EX. SURFACE COURSE SAWCUT EX. BASE COURSE DRIVEN ----�11IlllZ1I1I € 2.0" BITUMINOUS CONCRETE SURFACE COURSE - SM-9.5A J 12" EDGE OF PAVEMENT AGGR. BASE o 0 0 0 0 0 8" TYPE 21B AGGREGATE BASE COURSE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED NOTE: PROPOSED PAVEMENT MUST TIE\//�\//�\//�\//�\//�\/�\//�\//�� IN WITH EXISTING PAVEMENT COMPACTED SUBGRADE W SPECIFICATION 11 XVDOT REFERENCE STANDARD CURB ROAD AND BRIDGE STANDARDS ,05 REVISION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.01 . .:.:.. ,E :::::::::::::::::::::::::::..::: DENOTES LIGHT DUTY ASPHALT PAVEMENT ON PLANS w�� - - - �� H H N PAVEMENT REPLACEMENT JOINT DETAIL SIGN AND POST DETAIL No Scale No Scale a O GG-� -- WP 2 LIGHT DUTY ASPHALT PAVEMENT SECTION NOTES 1, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. q H > -� No Scale 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. ADJACENT TRAVEL LANE _. ASPHAL.7 PAVEMENT WIDENING ..............__.• - -- - 12„ W ' 3 OFM300 FEETCURB OR LESS1(ALONG FAKE FRCU)RB7 SHALL BE PAD FOR AS RADIAL COMBINATION CURB & GUTTER. EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) 7-1/2" U LENGTH 0.5' FROM EP �i O Q U Q Z 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER,THE BOTTOM OF THE CURB & GUTTER SHALT, BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF TACK COAT THE PROPOSED - CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS �� 5�� \ - w W Q THE PAVEMENT. ANCHOR WITH 5/$" REBAR 5. IALLOWABLE BASED ON ROADWAY CLASSIFFICATON ANOF D EXISTING SUBBASE PROPOSED SUBBASE o IMBEDDED 24" IN GROUND; Lij DESIGN SPEED AS SHOWN IN APPENDIX A OF 4„ 2" R THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. ---------------------- COMPACTED SUBGRADE o 0 0 0 2 PER WHEEL STOP m ' Q O Z CONSTRUCTION JOINT DETAIL .'� -`�/\`/��/•\/" -`//-�/`// ® REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH (PROPOSED ASPHALT WIDENING LAYERS _ w "THICK 1 1 1 _ -� D D D D D • P • b , P ' P ' P PROPOSED MINIMUM ': �jz INCH ASPHALT SURFACE COURSE (SEE NOTE 5) _ A MINIMUM 12 INCHES, OR GREATFP, A� NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) W uj PRECAST CONCRETE WHEEL STOP a a Q Q �LOADING No Scale D P D P P D D D P P P D v D n D a D D NOTES 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VDOT PROCEDURES AND B£ APPROVED BY TI!£ EPlGI JEER.ZONE ( l �„ f _ _ THE BOTTOM OF THE CURB AND 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT INCENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE EXISTING AND PROPOSED PAVEMENT SHALL BE ADDRESSED IN THE PAVEMENT DESIGN. / (ce 6" 2'_0" GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF PROVIDED A 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART. uj SUBBASE COURSES MINIMUM DEPTH OF 7" THIS AREA MAY BE CONCRETE IS MANTANED. AT THE OPTION OF THE CONTRACTOR 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIP,IUM DEPTH OF 1 I/2 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT- CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. ft7-6 s �, 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. No Parking Loading Zone a � J • 6 7• FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS aEP W AT TIE-IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFICATIONS. a. a 5' JOB NO. 43567 SPECIFICATION REFERENCE COMBINATION 6" CURB AND GUTTER XVD 't'• ROAD AND BRIDGE STANDARDS XVDOT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE MUTCD R7-6 SIGN DETAIL CURB TRANSITION DETAIL SHEET NO. REVISION DATE SHEET 1 OF 1 105 SHEET 1 OF 1 REVISION! DATE FOR WIDENING SUBJECT TO TRAFFIC 315 C1. I 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION No Scale No Scale 201,03 0 c U 0 Cu Cu 0 2- C m L 0 a a W L U c m ca a c 0 m 0 3 c �O -0 0- o� z wO .o 2 o 2 c E o c o m N 0- o ::) U z N O �Q X N N r 0 0 0 CL o Q 3 N U 44) 0 O U 2 m C: .i2 U � o a� E � Co U Co O U O O O N ca U 2 N o = U N Q o N N N H L- 2 2"x6" RAIL 6"x6" POST @6'0.1C.± 1"x6" FENCE BOARD - DOG EARED "x6" FENCE BOARD "x6" POST RAIL 1'-0" (TYP.) .-STEEL BOLLARD (INTERIOR) (TYP.) __.__i_._..._......... v1(Q 4 p I i -4- O O 91' .. -4 . .... _. p as 4 ° \-STEEL BOLLARD (EXTERIOR) 4 p.• o..a q. (TYP.) ° g .4 4 00 /[� !: 4,... _DUMPSTER GATE (SEE • ' ' •''' • DETAIL THIS SHEET) y 4: 'p ° I 45° CHAMFER __.-......._.._SEE SHEET C4:0 �� /� DENOTES DUMPSTER (2 PER DUMPSTER PAD) LAYOUT _I_-1 -_ __ -_ __ __ �_ __ _ _ L _ FINISH GRADE 4X4 6/6 WELDED It WIRE MESH CONCRETE FOOTING 2r, 3,000 PSI @ 28 DAYS NOTES: -ALL LUMBER TO BE PRESSURE TREATED, r-r-:`:::-:-'->-;-=� ' - '9-•�-�--. � •.-�� „ SOUTHERN YELLOW PINE. ' • (° ' •''' ' `•`' 1 O CLASS A3 CONC. ALL FASTENERS TO BE GALVANIZED.r� g 4" VDOT #57 STONE 6" 21A STONE ' COMPACTED SUBBASE DETAIL N CONCRETE DUMPSTER PAD NOTE : CONTRACTOR TO VERIFY WITH ON -SITE GEOTECHNICAL ENGINEER FOR FINAL CONCRETE DETAILS. OPAQUE SCREENING FENCE DETAIL No Scale 4 TRANSITION BETWEEN 4 4 PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES ARE ENCOUNTERED, i SHAPE TO ELEVATION OF MID -POINT OF LARGEST PIPE. I SHAPE TO CONTOUR FFNPIPER I I I l I SLOPE TO DRAIN TO INVERT OF OUTLET PIPE SECTION A -A kk METHOD OF TREATMENT IN DROP INLETS NOTES:' SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED \ ` SLOPE TO DRAIN ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF j 1 OUTLET PIPE TO INVERT OF STRUCTURE. / MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. " n THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A // v PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR mn, CLASS CLEXCEPT THAT 25X OF COARSE AGGREGATE MAY BE UP TO 4" IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, v p "".`':"' •` BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THE SURFACE SHALL BE LEFT SMOOTH BY MEANS OF HAND TROWELLING. NONE OF THE COARSE AGGREGATE SHALL REMAIN EXPOSED. 4 4 q 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 1vooT STANDARD METHOD OF SHAPING SPECIFICATION ROAD AND BRIDGE STANDARDS REFERENCE MANHOLE & INLET INVERTS SHEET 1 OF 1 REVISION DATE 302 106.08 VIRGINIA DEPARTMENT OF TRANSPORTATION SIZING WATER SERVICE LINES AND METERS Water Customer Data Sheet Customer: Beaver Creek MOB Phone: Building Address: 2246, 2248 Ivy Road Map/Lot: Type of Occupancy: Medical Office Building (Apartment, Hotel, Shopping Center, etc.) Ftvr:rra Fixture Value Number of Total (W bU PJI tlxtures value Bathtub 8 x = Bedpan Washers 10 x = Bidet 2 x = Dental Unit 2 x = Drinking Fountain - Public 2 x 2 = 4.0 Kitchen Sink 2.2 x 20 = 44.0 Lavatory 1.5 x 10 = 15.0 Showerhead (shower Only) 2.5 x = Service Sink 4 x 2 = 8.0 Toilet - Flush Valve 35 x 10 = 350.0 -Tank Type 4 x = Urinal Pedestal Flush Valve 35 x = Wall Flush Valve 16 x 2 = 32.0 Wash Sink (Each Set of Faucets) 4 x = Dishwasher 2 x = Washing Machine 6 x = Hose (50 ft Wash Down) 1/2 in. 5 x = 5/8 in. 9 x = 3/4in. 12 x 4 = 48.0 Combined Fixture Value Total = 501.0 Water Flow Demand from Fig. 4-2 or 4-3 90.0 Press. Factor from Table 4-1 1.09 Customer Peak Demand From (Fig. 4-2 or 4-3) x (Press. Factor from Table 4-1) = 98.1 gpm Add Irrigation Sections* x (1.16 or 0.40)** = gpm Hose Bibs x Fixture Value x Press. Factor = gpm Added Fixed Load I TOTAL FIXED DEMAND * 100 ftZ area = 1 section ** Spray Systems - Use 1.16; Rotary Systems - Use 0.40 Figure 4-5 Water customer data sheet AdoptedjromAWWAMan ualM22 gpm = 98.1 gpm d o a Or _._ 8" MiN.� 6' MIN. .d .4 4 d MIN. •, .. . q ►� 60" 18 MIN. 4-. 37" MIN. d WINGNUT LOCKING ASSEMBLY 12" MIN, NOTES: 1. PROVIDE A 6" THICK GRAVEL BED BENEATH THE METER VAULT. 2. MINIMUM WALL THICKNESS FOR PRECAST OR POUR -IN --PLACE VAULTS SHALL BE 4, MINIMUM WALL THICKNESS FOR VAULTS CONSTRUCTED OF MASONARY BLOCK SHALL BE 8". 3. THE OUTSIDE OF THE VAULT BELOW GRADE SHALL BE COATED WITH AN APPROVED WATER PROOFING COMPOUND. TYPICAL METER VAULT 1 1/2" METER NTS FIG. W-7B rD-15 a O C u s i o ns � COMPOSITE FENCING SYSTEM 85" 12" -� TYp NOTES: 1. INSTALLATION TO BE COMPLETED PER MANUFACTURER'S SPECIFICATION. 2. THIS DRAWING IS PROVIDED FOR PLANNING PURPOSES. REFER TO MANUFACTURER'S INSTALLATIONS FOR CONSTRUCTION DETAILS. 3. REFER TO MANUFACTURER'S WEBSITE FOR PRODUCT INFORMATION. 4, DRAWING NOT TO SCALE. ARCHITECTURAL DRAWING: TREX SECLUSIONS FENCING 7' TALL x 8' WIDE COMPONENTS a 4INO Post Cap: Pyramid, Flat, 1 or Crown n�__ 1 144" " 5" x 5" Post 1 91. 4" x 4.9" Top Rail c 1"x5.75" Interlocking Picket 19 g.t' (Cut to 791/2") 1" x 5..75" 2 91" Bottom Rail Cover 1 90 1/2" Aluminum Bottom Rail ( -- r I--- 4 Fence Bracket i 1' 5/8" (TYF) 1 24 E-4er10r Wood Screws € P c engut may Vary 1 _'21 n 4 160 EXETER DR., WINCHESTER VA, 22603 WWW.TREXFENCING.COM Trex@, the Trex®logo, and Trex Seclusions@ are either COLOR: BEACH DUNE federally registered trademarks, trademarks or trade dress of Trex Company, Inc,, Winchester Virginia or its licensees. Publication date Jan 30, 2019 Copyright 0 2019 RLA Designs. All rights reserved, DUMPSTER PAD & ENCLOSURE DETAIL No Scale EXIST GRAD METAL INSPECTION FRAME W/ SOLID LID (NEENAH R-1975 OR EQUIVALENT) 3" CONCRETE COLLAR _ - CRUSHED STONE BEDDING 6" DI CLEANOUT PL UG AT END OF LINE CLEANOUT DETAIL No Scale G� \ 7 H.fl. STEP STYPJ 4 4 ' 6 a NOTEt MIN. 60' DIAMETER MANHOLE REQUIRED, UIP MANHOLE PVC CROSS �4 USE APPROVED FLEXIBLE RUBBER BOOT. O�yG $ �O ti o= G GASKETED �pR STOP COUPLING p 27' ;• �•'r' �_,,r. I DROP PIPE - PIPE STRAPS (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY �r 90' RESTRAINED BEND 4 ° >• ' a P P c ° MAIN ° SEWER d•'4 a' a•�.a''a ° •v4' PIPE PLAN PROFILE MIN, 6' BEDDING WITH NO, 66 STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P,V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED TO THE DROP FITTING WITH STANDARD GASKETJOINT. 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF I STAINLESS STEEL, 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INFO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS, 7. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N,T,S. FIG. S-1-C2 t� Wi. STEP CTYP3 C= C= .N.9TE% MIN. 60' DIAMETER MANHOLE: REQUIRED, ZOP MANHOLE PVC CROSS USE APPROVED FLEXIBLE RUBBER BOOT, $ G GASKQ STOPCOUPLINGQuo 27' PIPE STRAPS DROP PIPE (STAINLESS STEEL) SPACED EVERY 2' VERTICALLY > ,,; ,,: r•,, .,, , `--•-90" RESTRAINED BEND ° P • a' d P'° q IF MAIN ` SEWER PIPE 4 PLAN PROFILE MIN. 6` BEDDING WITH NO, 6B STONE 1. HEIGHT OF THE VERTICAL DROP PIPE WILL BE DETERMINED BY THE ACSA, BUT SHALL NOT BE LESS THAN TWO (2) FEET. 2. VERTICAL DROP PIPE SHALL BE SDR 26 P.V.C, SIZED THE SAME AS THE INCOMING PIPE AND CONNECTED -TO THE DROP FITTING WITH STANDARD GASKETJOINT• 3. VERTICAL DROP PIPE SHALL BE STRAPPED TO THE MANHOLE AT PIPE JOINTS. STRAPS SHALL BE MADE OF STAINLESS STEEL. 4, SHAPE INVERT AS NEEDED TO PROVIDE SMOOTH TRANSITION FROM DROP CONNECTION DISCHARGE POINT TO SPRING LINE OF MANHOLE INVERT. 5. DROP CONNECTION DISCHARGE FITTING SHALL BE ORIENTED AT 45 DEGREES, INTO THE FLOW, 6. VERTICAL DROP PIPE SHALL BE INSTALLED AT 90 DEGREES FROM THE ACCESS STEPS. -1. MINIMUM 72" DIAMETER MANHOLE REQUIRED FOR A SINGLE 10" OR 12" DIAMETER DROP CONNECTION, OR TWO 8" DIAMETER DROP CONNECTIONS. STANDARD INTERNAL DROP CONNECTION N.T,S. FIG. S-1-C2 36"Mir 24 B"MIN EMBEDMENT SPRING LINE OF PIPE (\✓f NO. 68 STONE - -- REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION -INT€AL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER •---HAUNCHING -BEDDING 6" max 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1.OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE. 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO. 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE TYPICAL SEWER PIPE INSTALLATION IN TRENCH NTS FIG. S-3 PLACE 5' GALVANIZED WITNESS POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED, MARKER LOCATION MAY BE SUBJECT i TO HIGHWAY DEPARTMENT APPROVAL. d' FINISHED GRADE p € ti ADJUSTABLE TRAFFIC RATED VALVE BOX W/ LID z_ u z N 2 - M.J. GATE VALVE WATER mri h h I t d N h. LINE 2500 P.S.I. CONCRETE k' 4 2'x 2' BEARING AREA. THRUST BLOCK Q •4'. 4 4 a NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 r r" r r a r 42"MIN ; .°. a'Y' VALVE t' a'! raj J W, X 6„ ♦ >d J� ♦ 4q TEE 2500 P.S.I. CONCRETE BASE AND THRUST ; ; _ :,::° f "J'' o,��:• BLOCK AGAINST UNDISTURBED STABLE SOIL, STEEL PILE WHEN THE SOIL IS DISTURBED OR WHEN RESTRAINED JOINT FITTINGS A HYDRANT 15 LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL PILE SHALL BE USED AS ADDITIONAL SUPPORT. NOTE 1. SURROUND WEEP HOLES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2. MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCHES ) 3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX. 4. THE GATE VALVE IS ALLOWED IN SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH, 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE WEEP HOLES ARE ABOVE THE PREVAILING GROUNDWATER ELEVATION, IF REQUIRED TO BE IN WET AREAS, THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.S, FIG. W-4 36"MIN 24' 8"MIN EMBEDMENT SPRING LINE OF PIPE NO. 68 STONE REMAINING BACKFILL SHALL NOT CONTAIN ROCK MATERIAL LARGER THAN 5" IN ANY DIMENSION --INTIAL BACKFILL* (6" LIFTS) * THOROUGHLY COMPACTED BY HAND OR APPROVED MECHANICAL TAMPER -HAUNCHING -BEDDING 6" max 4" min --FOUNDATION (SHALL BE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE NOTE 1, OPEN CUTS IN PAVED AREAS WITHIN EXISTING VDOT RIGHT-OF-WAY SHALL BE BACKFILLED ENTIRELY WITH NO. 21A STONE, 2, FOR DUCTILE IRON PIPE THE BOTTOM OF THE TRENCH SHALL BE SCRAPED AND COMPACTED, AND ALL STONES REMOVED OR A 4" BEDDING OF NO, 68 STONE SHALL BE PROVIDED' 3. WHERE ROCK IS ENCOUNTERED PIPE SHALL BE INSTALLED ON A MINIMUM 6" BEDDING OF NO, 68 STONE ' TYPICAL SEWER PIPE INSTALLATION IN TRENCH` NTS FIG. S-3 �s 0 CRA.IGW I. YQTARSK1 P* Lac. No. 0402048507 W2o/20A,_, m E O N OV N � c >E w i U. ujo _ju 0 z 5:o rn (n UO (n ( ) IL(ANoN 0- z z z z U W 6) c�It WWW W z�~„d U oQ=,� W O UUU UU U U d" U) = N z H :C >° zzzz Sri U) D D D 00N 00 00 U U U U a) � 0- d 00 _J CD LU Vi Z) O _ c� f- Q o CD 0 0 W N N N N W CD 0 0 CD W U D O N M N N d N 000 z O O O O O H DATE > Z:) 1112512019 0 r DRAWN BY K. MELLON ® DESIGNED BY K. MELLON CHECKED BY a C. KOTARSKI SCALE N/A • z H J W W U U MM I `-, O Q (J) z J H Z H = Q S Z W W� LLI LU ca Q O Z W W U LU WM W JOB NO, 43567 SHEET NO. C1.2 L- April 2015 r<.. ;.: Lane Closure on a Two -Lane Roadway Using Flaggers (Figure TTC-23.1) NOl.LVIS ?i 10�)V- r:: 1: Revision 1- 4/1/2015 G20-2 (V) 500 4. 501 _- 00, SEE NOTE 4 Page 61-1-53 page 61-1-54 W20-1 April 2015 Typical Traffic Control Non -Stationary Operation on a Two -Lane Roadway Using.Flraggers (Figure TTC-24.1) NOTES Guidance: 1. Sign spacing distance should be 350'-500' where the posted ,speed limit is 45 rnph or less, and 500t-800' where the posted speed litnit is greater than 45 mph. 2. Care should be exercised when establishing the limits of the work zone to insure rnaxinutm possible sight distance in advance of theFlagger station and transition, based on the posted speed limit and at least equal to or greater than the values in Table 61-1;3. Generally speaking, motorists shotild have a clear line of'sight fro`n the graphic flogger symbol sign to the flogger, Option: 3. Where Right -of -Way or geometric conditions prevent the use of 48" x 48" signs, 36" x 36" signs may be used. Standard: 4. Flagging stations shall be located far enough in advance of the work space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (see Table 6H-3 on .Page 61-1-5). 5. The Flagger (W20-7) symbol sign shall stay within % mile of each flogger. Guidance: 6. Additional Flagger symbol signs shoald be placed at r/2 mile intervals and either erected by the approctchirtg flogger; or taken down as the operation proceeds past this point. 7. Vien a highway -rail crossing exists within or tipstrealn of the transition area and it is anticipated that dtiettes resulting from the lane clositre might extend through the highway -rail grade crossing, the temporary traffic control zone should be extended so that the transition area precedes the highway -rail crossing (seeFigure TTC-56,for additional information on highway -rail crossings). 8. If the giietre of trci fie reaches the BE PREPARED TO STOP (W3-4) sign, then the advance warning signs should be readjusted at greater distances, Standard: All laggLrs shall be state certified and have their certification card in their when n9. performing flagging duties (see Section 6E.01, Qualifications for Flaggers). 10. A shadow vehicle with at least one amber rotating, f six; j oscillating Eights shall be parked 80'-120' in advance of the first work crew. 11. The maximum length of the work area shall be two miles. 3/4" DETECTOR METER w/ , . 1 - ,-"= ' - - - - , 2 SHUT -OFFS VALVES AND r BACKFLOW PREVENTER n '< 'f ` ..i ." s - i Wl I ___ . Lo I o tv I i / I% / ' �4; 1 1 i. \, ----- - r WEIGHT MODEL SIZE L1 W1 H1 LBS DDBP-03 3" 6'-0" 3'-6" 4' O" 3,500 - 4 ODBP 0 4" 6'-0" 3'-6" 4'-0" 3,500 DDBP-06 6" 7'-1O" 4'-4" 5'-6" 9,000 DDBP-08 8 8 -8 5 -0 5 -6 15,000000 DDBP-10 10" - 9' 0" - 6' 0 7'-0" 8 1 DDBP-12 12" 9'-O" 6'-O" 7'-0" 18,000 1:.Itevision .t - 4/112015 PLAN VIEW \ \'\ -t y 1 " 18 I I -----1----- .. -' ow -\r r.,/ -GALV ATR RETAINER 1\> r, , ROD (T YP) ) CONCRETE LID W/ 30"x48" SINGLE �GALVANIZED STEEL COVER w/ LEAF ALUMINUM HATCH W SS j 24"x32" SINGLE LEAF HATCH w/ SS HINGES SLAMLOCK & SAFETY NET I HINGES SLAMLOCK & SAFETY NET I 6,. . NAMEPLATE INDICATING: MFG_ ParkUSA 888 611 PARK WWW.PARKUSA.COM MODEL: DDBP-AL-SL DATE MANUFACTURED r- SAFETY NET , T) NRS OR OS&Y GATE VALVE (TYP -2) - "'£,? �r "' DOUBLE DETECTOR BACKFLOW 1. PREVENTER DUCTILE IRON H1 STUB OUT r. (TYP) ................ ..w ..... ...... .......w...... GALV ATR RETAINER GALVANIZED STEEL FLANGE 2'-O" ROD (TYP) PIPE SUPPORT (TYP)-- (TYP) I ELEVATION ©ParkUSA. ALL RIGHTS RESERVE[ Specifications PROJECT: CONCRETE: Class 1/II concrete with design strength of 4500 PSI at 28 days. Unit is of monolithic construction at floor and CUSTOMER: ENGINEER: first stage of wall with sectional riser to required depth. ORDER #: REINFORCEMENT: Grade 60 reinforced. Steel rebar conforming to ASTM A615 on required centers or equal. PROJ #: DATE: ACCESS COVER: 1/4" steel skid -resistant floor plate welded to 3" angle frome with (2) 3"x2-3/8" I-beam supports. Hatch to 8F,H, cf3i 1,:"%1-`<ni< be furnished with 316 stainless steel bolts and hinges HATCHWAY: 1/4" Aluminum diamond plate cover with extruded aluminum frame. Hatch to be furnished with 316 ,,,,4`-p,r ,,.pet,k--:-,aa.c;orn U :19 M R I'M=A AV stainless steel slam lock & hinges. i rin Eng nee g Data /, W _or ,.. - tar -r-, :r DOUBLE DETECTOR BACKFLOW PREVENTER ASSEMBLY FOR FIRF SERVICE„ MODEL DDBP - 3 THRU 10 The backflow assembly shall be factory assembled in vault &hydrostatically tested prior to delivery. Field excavation &preparation shall be complete prior to delivery. Pipe, valves and fittings of the ussembly shall be approved by one or more of the following associations: f;; .ter, , --„\ ys s, >,:';. i.T": , � i ' tI-s ) : >,r', 3` ,1 `- `:: PM DRN ENG DWG. NO. DDBP-AL-SL REV. A DATE 2018 The nurnber one high -security KNOX-BOX" is used for most commercial applications including businesses, schools, government and public buildings, community associations and apartment complexes. The 3200 Series KNOX-BOX holds keys, access cards and other small items necessary for ernergency access. The hinged -door 3200 Series KNOX-BOX is more convenient than the lift-off door version because it allows single-handed operation and opened Or closed, it's all one unit. Features and Benefits Holds up to 10 keys and access cards in interior compartment Ensures high security. Box and lock are UL11 Listed - Includes a Knox-GoatP proprietary finishing process that protects Knox products up t0 four times better than standard powder coat Resists moist conditions with a weather resistant door gasket Hinged door allows single-handed operation Colors: Black, Dark Bronze or Aluminum Weight: Surface mount - 8 lbs. Recessed mount - 9 lbs. Options • Alarm tamper switches (UL Listed) Recessed Mounting Kit (RMK) for recessed models only Inside switch for use on electrical doors, gates and other electrical equipment Heavy ilb" Thick �tairlle55 Starr lose Steel �tyal luck cover ......... ........_ Poor Hinge -1° Hole far iamFer heal ..... ... c s-------- 112" Solid plate ..... .. ..... _ :,te?! door --_-'.. I with ga ket - 114" 5oli,A e,teel houeing 100f. uvelded 3200 Surface Mount Front View Side View ----( - I I j I ,r, i 1IGH I i .... -....... -.-------------- 114" s -Coi Ca e, ----.............- .-------- r itJG°f welded 1 1 Z U. i 1j j -- ----- -_-= i ,�, X T fla-I,e : (rec,-a ,ed n:cdel omly) -_--'. -Z14„ 3200 Recessed Mount Ordering Specifications To insure procurement and delivery of the 3200 Series KNOX-BOX it is suggested that the following specification paragraph he used.- KNOX-BOX surfnefrecessed mount with hinged door, with/without UL Listed tamper Switches. 1/4" plate steel housing,1/2" thick steel dour with interior gasket seal aricl stainless steel door fringe. Box and lack UL Listed. Lock has 'W" thick stainless steel dust COVer With tamper seal mounting capability. Extefior Dimensions: Surface mount body- 4"H x 5'W x 3-3/4"D Recessed mount flange- 7"H x TV Lack: UL Listed. Double -action rotating tumblers and hardened steel pins accessed by a biased cut key. Finish: Knox -Coat" proprietary finishing process Colors: Black, Dark Bronze or Aluminum PIN: 3200 Series KNOX-BOX (mfr's cat. ID) Wr's Name: KNOX COMPANY KNOX COMPANY ° 1601 W. Dep.-Valley Road, Phoenix, AC 85027 ° (800) 552-5669 - (623) 607.2300 " Fax (623) 687-2299 " Web: wsvw.knoxbox.com ° F.-mall: ir?lol�knoxboxxonr 0I-1 %2 SECTION CAST IRON -o I �- %z SECTION STEEL 2'-7" NOTES LUGS TO BE 1'-3r L 2%2' x 2%2' x /4" CAST WITH 10'-4" LONG 1. DEPTH OF INLET (H) TO BE SHOWN ON m B COLLAR T ' B STANDARDFOR DDEPTH GREATER THAN 10' USE A _ _ i t 1 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF - i� CAST : GALV. ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE a N i. IRON STEEL JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE J I APPROXIMATE ONLY FOR ESTIMATING OPTIONAL 66 ± , WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS BRACE RIBS 43.6 LBS CONNECTORS SHALL BE DETERMINED BY THE E - - 3 LBS I TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. INCLUDING INCLUDING 3. WHEN SPECIFIED ON THE PLANS THE o, LUGS [CONNECTORS INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1. THE COST OF ' FURNISHING AND PLACING ALL MATERIALS g�° 2'-7" 9�" INCIDENTAL TO THE SHAPING IS TO BE - I INCLUDED IN THE BID PRICE FOR THE l T I 4'-2" %2' x I'A' x 4"J 1 %z' x 4„ STRUCTURE. PLAN LUGS I 12" L 9�z" I CONNECTORS AR 4• IN THE EVENT THE INVERT OF THE (CRATE REMOVED) I i' -'I OUTFALL PIPE IS HIGHER THAN THE SEE DETAIL A BOTTOM OF THE STRUCTURE, THE INVERT -�-1-i•--fie" • WITOF H CEMENT EVENT CMORTARSHALL TO PREVENT SHAPED SECTION B-B STANDING OR PONDING OF WATER IN THE STRUCTURE. THE COST OF FURNISHING N COLLAR DETAIL V2." MIN RAISED TODINLETCISHAPING IS BE INCLUDEDALS '� LETTERING IN THE BID PRICE FOR THE STRUCTURE. W DIMENSIONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS CAST IRON ONLY 4-0' OR GREATER. FOR DETAILS SEE DETAIL B STANDARD ST-1. i BE PRECAST OR CAST- E. HIS ITEM MAY DETAIL A p i IN -PLACE. 4A HARDWARE 2-g 7. #4 X 8" SMOOTH DOWELS AT CLOTH t'-3" SEE DETAIL B APPROXIMATELY 12" C-C TO BE 2'-7" ( PLACED IN ALL AREAS ADJACENT 4" DEPTH AGGR. TO ABUTTING CONCRETE TO PREVENT ::�l68 #78 OR DOWELS SETTLEMENT. NT.IN LIEU OF D WE I/,�108 x 6" IDTH °"NOTCH MAY DE PROVIDED. ww wwyi A 2"X4 Q - Z Y a a a_ p- N_ SEE STANDARD T-01-3 4 FOR -- - �� IL IL a a ° ` n 3" DIAMETER ALTERNATE DESIGN. _ - - - COLLAR D. HOLE in ' d WEEP H E N 0 IT 12"X12" •-N 8. 3" DIAMETER WEEP HOLE W SEE NOTE 8 70 jGBEHER I „ L C HARDWARE CLOTH MESH x PLASTIC D }i zz z , _z - - - 12" N f a OR GALVANIZED STEEL WIRE, MINIMUM I DIAMETER 0.03" NUMBER 4 MESH - - - WIRE D E ER N rn ib 12"-16"-18" OR 24" Q HARDWARE CLOTH ANCHORED FIRMLY N.v j T ° ' ° TO THE OUTSIDE OF THE STRUCTURE. t. IS TO BE ° 0 W 9. CAST IN PLACE CONCRETE T ° 00 U, PRECAST O CLASS A3 (3 0 PS D _ �a0000a000000no �� CONCRETE IS TO BE 4000 P51. SECTION A -A 4/2 1'-� -. :EIV� S 2' 10. ANY ALTERNATE METHODS OF ANCHORAGE -.�I-fµ'�- MEETING THE APPROVAL OF THE ENGINEER SEE DETAIL B II OR THE CAST IRON MAY BE SUBSTITUTED F AS CONCRETE QUANTITIES FOR MIN. DEPTH �`j Q --ts-t+- LUGS AS SHOWN HEREON. APPROXIMATE WEIGHT 12" CONCRETE PIPE - 1.440 CU. YD. CONCRETE N N r WATERWAY P - 1 I „ CAST IRON 11. DUMP NO WASTE GRAINS TO A 15" CONCRETE PIE 1,628 CU YD, CONCRETE /� ��' N N + I IS REQUIRED ON ALL DI-1 GRATE 363 18 LBS LETTERING R 0 2 " CO CRETE PIPE - 1,620 CU, YD. CONCRETE I II - N N f�' -"It"-' 4" C T PIP - 1 817 Y CONCRETE GRATES. LOCATION OF LETTERING MAY 2 ONCE E E CU, D. ONC ETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADDITIONAL ADDDTION i FOOT OF DEPTH. GRATE DETAIL ZVCOT STANDARD DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS u n r 12 - 24 PIPE MAXIMUM DEPTH (H) - 10 33 SHEET 1 OF 1 REVISION DATE 2 302 10- VIRGINIA DEPARTMENT OF TRANSPORTATION 0I-2A, 2B, 2C EXISTING OR PROPOSED GALV. L2%i'X2%2"XI/4" �E SIDEWALK. SEE NOTE 15 8'-B" LONG EXPANSION JOINT r�-,/-/B'ACK OF SIDEWALK EXPANSION JOINT I1 1IIF 3 _5 GALV. MCOX12 3'-2" I A i 5C C 1 a �0 �t iT-' Fc;s-�ir ��t0" C C D, D BARS B ^ EAWELDED a 10" GC JOINTS TYPICAL 3ARS C ° a 8" C-C 1 s ," I 12" Ise" 1 4. 2'-7" I 11 R A �E 10, C-C SECTION B-B COLLAR -j c I 1 I L 2/z"X2/z.Xt/4" -!_ L-VARIABLE-MAX. I GALV. SLOPE OF w 2'-0" 8" 2'-2" „ 8" 3•-0" APPROACH BARS F IF -_- SURFACE GALV. MC6X72 >, n GALVANIZED MC 6 X 12 1 .1 ° ° WARPED SECTION D-D > BARS E SURFACE I ; - - -- - - - a 6" GC WELD p_y„1BEFORE 1 2" GALV. 3" DIAMETER B B a 6BARS C 'MC6X12 WELD ALL WEEP HOLE I BARS E �8'1SEE NOTE 8 /z" X 4" STUD SHEAR SECTION C-C CONNECTOR TO COLLAR. FRONT ELEVATION &DECREASE TO WHEN WHEN INLET IS USED SECTION E-E WITH MEDIANS. DI-2A DI-26 1. WARPED GUTTER V -L "'I I'•,- L -.i BARS A-1 � APPROACH GUTTER a 7° 1.1 x I I - w - / + n o BARS A-1 SEE PNOTE 8 HOLE 5�� X Ip 1 /;, J� GALIrANIZj � X1/ 4" I r BENT LATES I d - SLOPE OF 1 - I o w' o rn BARS A - ___1 I APPROACH r- a 0" -C m w o d BARS - - C SURFACE � o_ z x - N BARS B a FOR USE ON GRADES N w � 10" C-C I j 1/ 'X4" STUD ' = rq 2 SARS C d �+ sf:IEAR CONN. DI-2C L z BARS F la 8" C-C o WELDED TO ANGL IRON a 2' C-C - _ '- i - TYPE A SURFACE TYPE B FL 1 i w ' STEPS NOSE DETAILS _�W I I FLO „SEE NOTE 5 1 2'-3" TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD. - - I '-7" TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD. GALVANIZED PLATE FOR TYPE A TO BESENT ON AN ANGLE FOR USE IN SAGS SECTION A -A OF 68° 30' AND IS TO BE ANCHORED WITH % X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD.ST-1. SHEAR CONNECTORS WELDED TO BENT PLAA AT 2'C-C. XV00T STANDARD CURB DROP INLET SPECIFICATION REFERENCE ROAD AND BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 12" - 24" PIPE/ MAXIMUM DEPTH (H) - 9' 233 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 \� FACE OF CURB�< \�� CRACK CONTROL , 2'-O" 8„ 2,_2„ W. �_C 3'-6" X. PLAN VIEW A BARS ACO DRAIN One meter channel CL -:::: owle. � 39.37' U meter) W , _..-.1- O y; �1 P 12.80" 025 mm) M I� to ° tu0.G7°t52i mrN 6.30" (I60 mm) [ . , I I Z 4 cc Knock -outs included on every 5th channel Type 903D In -line catch basin ""?_ `2nV9 µ6 f�- 19.6Yi5lk...nl -----.-. :flayl:02•,,: „..... ...... .. -- 11 -M. 9,H .. S _M111 - E v-j- H 11 0. it t► OutLVIII VULItt Jr�J Vl A Bottom-11 outlet ..SKI& B Bottom outlet SK3-00 t3.. 9tt?3T1 Q.tlt10 . SK.SO C End outlet - SK3-00 .... . EiieE outlet .lSK3`40 <. D End outlet - SK3-10 iq .,:. Ebd oUtlet :SK3.�t0 ;:l E End outlet - SK3 20 iE End outlet .;SI43 4.Q-. l F Type SK3.903D Type SK8-9USD ......... H Type SK3 903D i .... Type SK39g9f ... 1 Type SK3 903D K.... TyT?e SK 903D. 1. t Type SK3-903D 11d1 Ty SK3 9f13D N Type SK3 903D 1. tt Typ:9 S0 0.3(1111-11-1 P Type SK3-903D .... ;:5.... Type %3:9t 30 T Type SK3-903D April 2018 13.W t352 11.81'(360 8 round 1181 748 1,67 .W .0.101; . 19.6 `". .966` 2.1.1. 51 6 round 11.81" 364 0 81 6" round.... 19 Es9". 500, 1 11 8" round 13.78" 681 1,52 €aunt,/:; 19 69- 863._ 1 10" round 15.75" 1116 2,1.49 1t7" round 19,69 130.4 21.91i 4" round 29.80" 287 0.64 41round::. 36,2g" .. 0 71' 4' round 28.22 279 0 62 6".6un..d::. :3f1<29.'.. 7fl7 147': 4 round 28 37 280 41.round 84 87" 312 .0.......6...2 ©70. 6" round 29,15" 626 1.40 4" rotlndl: 28 59. 281: 0 63 6 round 36.28' 707 1.57 T:". round: 35 72" 3% 9.70'' 1. 6" round 35.72 701 11.56 :;: 4 roundi 27 65 2. i;1[�!0�:66t!!!Ij 04 round 310 Half meter channel aw Top :j...................................19:ri9" (0;5 meter)..........................-.1 i j ...........................�' '9 14,76" (375 mm) 3 0103 16.73" (425 mm) rp1 18.70"(475 mm) Q 11.811000 ram) I A 20,67" (525 mrn) to11 19.691(500 mm) l ft ; i S.. t -,... .... ............................3. V1 1. Z. Q R, : 4 'A �yl -t S Ili R ;� Total capacity = 15.59 gallons tote: These are the pipe flour ites at the specified outlet, Type 904D In -line catch basin , IOT channel flow rates.* Catch asin flow rates are without Notes: ash bucket- using trash 1. Riser can be cut dow in 1" (25mm) i }.ucket reduces flow. increments. E2. Maximum capacity including riser27.82 gallons.3. Add 12" (300mm) to all het its if '"gusing riser. f^4. Outlet flow rates will be higher due to increased depth - contact ACO Sales Office for more details. End Cap 0.20" (5mm) `i`- b E D C ACO, DRAIN PowerDrain - S300K iron edged Channels 1. Bell end to fit 6", 8" or 10' Sch. 40 pipes -1 i- 1.25" (32mm) F INI SK32 Slttlpt d ctw.ifrEi 39 37 :Ilrn) 6wo: l:i 12 20 .3io i413 t SK3 8O Sloped channel . 39 37 ill 3 69Q30 17172 450 , 5> SK3-3 Sloped chancel 39.37' Il r,) 69003 12.40 315 142.8 SK3-030 Constant depth channel - ........3.........9...................3..........7...... 9.37" (1mfP 69046 17.72 450 179,15 aK$ 4 :Sloped ci a t jel 39 37 I l rm) 0 4 ' 69 0 1 2 60 ::2U Il4 4 1 S SK3-0303 Canstarlt de chancel ':19 69 0'5m G9049 1X 72 490: ` 1EXt 0" ttfh l n SK3.5 Sloped channel 39.37" (1mX 69005 12 80 325 145 4 SK3-3 Slo ed channel - 39 31 1m 69031 .7.91 455 180.9 1 p ( } ',ioay chattnel 3 37 :' 1 m :: SK3fi 510pgd 9 ( ) 6900E :1 12 99 ' :330 14 6 -. SK3.3 Stu ed channel 39 37 1mJ 69032 18 1 ..-4.60 : 182 __ l p .1. SK3 7 Sloped channel 39 37' ilm) 69007 13 19 335 ... 148.2 SK333 Slo d hannel 39 37 1m 69033 !8 31 465 183 7 pe c { ) E SK8853apeQctlue 3937 j1m) 6900&; 13.d9 340 if,49 1 5 4 ' SK 4 r ' , ne): 7" 1 fi .034 185U 70 1P7.Qfl 33 %00 n .�93 { m3. r hannel 39.37" 1m SK39 Sloped ( ) 69009 13 58 4 $ 5 15U 9 SK3 35 Slo ed h nnel � 39 37 1 m)t 69035 18.70 475 186 5 v c a )J SK31(i "Opeet y)1 nr eE 39 37: (f eft}L/ 59010 l i !$ :35,, 152 3 k Tl Si.1446 3(oped Chan . 39 37 t1m1 6903E 1& 90 4S0 187-0, SK3-010 Constant depth charmer - 39.37 (1my-' 69042 13.78 350 152.3 ;: .:.::. SK3-37 Sloped channel - 39 37 (lm) 69037 19.09 485 189,1 SK3 0203 Constant de th channel 13 59 0 5m p ( . 6904"a 13 78S0 84 2 ,,: SK3 38 S n ed channEt p 7 69038 1s 9 490 ' 130 5; . 39 3 (1r 1 SK3-11 Sloped channel 39.37" (im) ....:. 69011 .. 13.98 355 . 153.6 SK3-39 Sloped channel ........ .... - 39,37" Urn) 69039 19.49 495 191.9 SK3 22i Sloped cfiannet 39 37' (1 m) -` -: 69012 z 14 17 '360 I155 O 5#34Ej Slafld cl ar ticl a9 31 1ltlil 63(Y40 19€6 9 50U i 19 f 2'. ! 1 SK313 S aped n cha nel 39 37" t1m) 69013 14 37 3vo 156 4 t SK3 040 Constant depth channel - 39 37 lm 69048 19.69 500 193 2 p ( } SK314a10 edefi4#reT 39;3T1 i1n p ( ) 69R.4 1457 .i370 157T .1 0403£ansta04001charnel;1969 O itt 64 0 1 !69 59t1;i 19 .(>i s _l__ ( .. .. Ti 1 n SK315 Sloped charnel 39 3 r p 69015 14 76 370 1 9 1 .t r::: 3D&11 atchb an-1 6 O.Sm 69053 37.40 9 0 994 SK T90 ne.. as 9 9" l o aK316 51apr d cfialra E 39 37'' (im) _. 6901E:: 14 96 . 380 l }5Q 5 <t390AU1 eeafehbaSea: 195� (05i11 69p5A AgSB 1255 Lt7A 4 " :::. .: :. :..- :.. ... .::. .. ......................:... .........: wkft�S617 Sloped channel 39,37" n fit) 69017 15.1E 385 i 6l .9 Series 600 Optional plastic nser 99902 - 10.0 SK3.14 SI0{1ed ei ate el 39 31" (lm) ,§ t 1 @ 35 390 ......:;: IF3 2 f )us au traA.•f tatxltit91i11& tt10 ga�tts 90M 1'' .... .. SK3.19 Sloped channel 39.37" Um) 69019 15.55 395 164 6 SK3 channel Universal end cap 96827 19.69 5CO 2.5 8Kd24 Sloped char et 8937:` (1m) 69020' - 15 7N A0U i,6 0 SK3 U ne€� lat[ation &ka 97479 49 l ", .... ....:::. 5K3-020 Constant depth channel 39.37 (1mF1 . 69044 15 75 400 166 O Grate removal tool 01318 0 3 :. :. .. SK3 t!?43 Collgtant depth cha)tnel 19 69 (a 5n1jJ :: 69047 15 75 ''400 92 0 Sli3duGtde rr tstpiled gr1e 0z44s 500 :1. SK3-21 Sloped channel 39.37" Urn) 69021 t5.94 405 167.3 ... SK3 duchse non longitudinal AUAgrate '1 96833 610 SK322Sf ed'€harael 3337.'.' lm.. ass ( ) 69022 €6,14 .`4i0 .;168.T ai:.> SK3ductls rsu141:olt 9 592 O,L::- s SK8 23 Stop6d cF air of 39 37' 11 m) 69023 16 34 4.15 7 SK3o4 Sloped charalet 37 (1m) 69024 16 4 .420 T14 a 5K3-25 Sloped channel 39 37" (inn)' 69025 ..: 16.73 425 .. i72.7 SK326&Japed cl3 anon 39 37 ` (t 0 690.2&:. 16 93 430 T4 z SK3-27 Sloped channel 39.37"Rin) 69027 17.13 435 175.5 ? Notes: 1, This channel offers bottom knockout feature: 6" & 8" round. 2. Inverts shown are male end; for female invert depth subtract 5rnm (=0.2") from male invert (except neutral channels where it will he same as male invert). 1 To calculate Overall channel depth, add 20mm (039") to invert depth. 3. Catch basin assembly includes grate, polymer concrete top, trash bucket and plastic base. �, V�A 4, Catch basin assembly includes grate, polymer concrete top, deep trash bucket, plastic riser and plastic base. 5. See 12" width ductile iron grate specification info for grate details. Kj AGO, Inc. SPEC Northeast Sales Office West Sales Office Southeast Sales Office Follow us on 9470 Pinecone Dr. 825 W, Beechcraft St, 4211 Pleasant Road �a . Mentor, OH 44060 Casa Grande, AZ 85122 Fort Mill, SC 29708 : Tel: (440) 639-7230 Tel: (520) 421-9988 Toll free: (800) 543.4764 Electronic Contact:MM Toll free: (800) 543-4764 Toll Free: (888) 490-9552 Fax: (803) 802-1063 info@ACODrain.us Fax: (440) 639-7235 Fax: (520) 421-9899 www,AGODrain.us , 0 April 2018 ACO, Inc. This inior:nation is believed tube accurate but it is not guaranteed to be w. we cannot assume IiabifiLy for results that buyer obtains with our product since conditions aF use ate beyond tfle conuul of the comp ury, it is the custorner'> responsruility to evaluate s0tab;fby and safety of product for his own use. ACO, Inc. 07�,91 reserees the right to change the product and specfic3bwr, without notice. vl.0 ,. It.:, ��_rya.t �L } t - 'r C�ef�£iW J.K(YrARSKI 1v Lic. No. 040:2048507 rn E O O M V N Vi > E W N E a✓ C) U. o^ � 0_2,-I d J U CD J - Ln > 0 N N (DuJ 0}Z-11, �_0V 0Z34 Nn= N =v�LnQI- C: NN M GoUD�MdLL. Vi n O C9 2 0 W > W U Z O 1 1 (n > O Z � (n (n (n (n F- I- I-- I- F- a Z Z z Z `-' W W W W U 2:E 2 2 2 Z Z 2: W 0 0 0 0 0 U U U U oz W » 7) D > O O O O � U U U U 0 0 0 0 N N N N W CD 0 0 0 (14 N N N Q � � � � 0 IS N M N N dam- N 0000 0 0 0 0 DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE N/A ILM Z 1-_- 0 __ ) co Uj U � H I 0 Q U)F--i z_ J _ J � Q Q - rW Ut-' 0 2! 1_� O 0Uz W Q W fle Q v ' 7LU 7-W ca Q O Z V W W U W W W JOB NO. 43567 SHEET NO. C1.3 L_ . . ........ ........... . . ........ URUTYEASEPA.' T Jl DURIN63, IVYRO D,5 E011ALK hlvff-1A10V DECO -00UPJTYASP1lf?TO4 JW 111YR0,40,531DEWALK .......... ...... ....... .. . .. ....... . . .... ..... lji............v. ... .. . ....... . ...... ..... . .. ... .......... . . . ........ ... . ...... ...... .... ............ . ......... ...... ....... .. . "Ll'Ail"POi? CU,4 TRUCTIG)tV OrCW�BAA . . ...... .. .. .......... ....... . . ........... SEE D;01 5144 PG30 7 . ...... .. ........... ...... .. .... ulv '54 POL E .... ...... 00�6,'TEDKXE 0° 'FTO JVYR0AD..9.0l,.M1 LK PROJ T IS I-OCAsO"'' V'/DIRFTETU/0rYI�SRAl Cfff'13, AND BIE" OLWY SYO1.),A1LBGTAIRAD 3Q,AK 1lNWPilOm8fp10EOrGO77ON ID. ,r0JP'=, 87 ...... .... . ....... ... lhl V 3 `ZN=56,'k 4,`5 (S VV) ........ . . ........... ........... . . . . ...... . ... 0 tNo .0, UCRMGWJ.K_' RSKL15� Lie. ,No. 0402048507 6- b12&120A,-'j cm E 0 U < 0 > E q� E LU < 0 u. -2 L 0 Ll 12 LU 2 < _j U oo 0- _j Lri LL, 5:Ql c, Cj (D uj z 3: 0 9 _j LL. C) U) ko m > Ln C Lri m Z" CL 00 _j kD F__ 0 CD C) 0 CD N N N (N LU CD c:) CD C) N N N r1l 0 (D N M N NIt N __ Go CD CD c:) C) DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 111 = 201 IN uj u P__l H H U) O z o < u z 0 � 0, C) in u LU (D L,u -1 z �WU) < w v LU LU 0C u JOB NO. 43567 SHEET NO. C2. 0 Rf ... ........ ............ . .. .... ... EWDING WWI TE:J11"? L Y"Ill"-, (R-') OC11-1-1 DU 0AlDSI ENW1lLKhl,4PV-,?0VE Tf3) .......... TIER "0 BE GOAJQ., rRUC, IY T V,�/ - i UP � ED C0Utj'TYA,,-5 FIAR' 0,rT . . .......... ........ . .. ABANDON ........... -W ATERMETERVAULT . ..... .... QU-T . ...... ........ . . ...... .. W......... ... __ : ........... ... .......... ... ......... . . . . ..... ...... .... -1. :; 0 (SEE SHEET C8.0) k1p2x EASEMENT TO REMAIN . . .............. --- . ........ . ..... / ,, ........... ..... .. .. .. . .............. ..... . .. I., : . .. .... ...... . . .. ...... . ..... ....... .. .. . . pf ae .. . ........ . fl, - •REMOF CtANDSLOFESANDL TRAN -SG ff.SIGN . .. .... .......... . ....... IJ F DB 5144 PG 3t43 ................ ... .... .. . .. .... -_ .......... . ..... . ...... .......... EASEMENT TO EXPIRE UPON COUNTY P COMLETION OF IVY ROAD SIDEWALK IMPROVEMENTS CONSTRUCTION ift REClv�� z . ........ ..... . ..... - - ---- - ISI GN ?;_-� - . I ,� p 111T, S ; .. .. .. OHU—_ REMOVE SIGNS E ov H - OHU--l"-` PPFIJJ� POL �v 7 2 2"?,41 Tilvf,P 06"000-00-001-0,3700 w & Nl,__lfRlYJ1%tA___,r D'E3 ZONE HiGWVM Y GCXM4ERC0L (Y sJ.�''"L i-foklE) TPIWO ABANDON EXISTING 7, � �, GAS SERVICE TO �.APfl BUILDING L6 305 PG 533 Pit", US COMilL, X1,4L TM, 15.1 00-OU-00-01 61610 S RL L LAPA,," L L C DS 47,09 PG 2 2KNE, R I S? Uf REM fML (,111UL7 I 11,11L Y) POLE" U FT" ' C Y ROA AFC, .E I V -,D SlIZE, -.11ILK FV10, E- T, SANITARY LATERAL SERVES 2260 IVY ROAD. SERVICE TO BE MAINTAINED THROUGHOUT CONSTRUCTION. rlaffYROXM4 Tk-, L OCA TION Or",' 0,117 4IR YFIP " ,.3T0f?fw Pff��l-'I"",�"'i'PUC,7"tff�'!,,'�,', GlhlAJAI CONST UCTf-,,'V BY CO{ lNTYAS IVY ROAD -;11 0301 LK PRWECT C06;fR 77ON '11,11L L B_;` REOUIRM ABANDON ✓ SANITARY TO 67 LATERAL AT{N V 4 ;4 V. 4 "Y"Y ,,,52.70 11%, 6 MANHOLE.. I -64,45 (5- b llV31N 15 V, ou 650,) .............. . . . ....... yf §AWCUT .... . ........ f0p=56,6,1 8MV0 N ............ . ..... 1 )5 b"11V 130(s) P x yur E -E�,u i:� ,112ACPi F-fid ?1; I IT 170b .... ...... i UXIL6 lVYRQ ID / I'll ly lei R MO S, 's U J. /.r.:s1s f. <>, /3s`?frl f <.:1 f "� / ; / ,.. $ A %Y.,/ ��.., s , f<y „ '/ t //p v POWER LINE REMOVE \---PVERHEAD J N r� {J ? r' ... .,.,r,s � .. r„ _, ,., . , ,_ *.,. / ��. '�: �,/:' af: � S-%£ � � :"� !J �,,,a' - /` / I e' Vi .1-k r i . �(( • 1 , t f ,. r : ` � �. ;.,.. , ..:,/. ,, :., w`� s-'>'Y> ;3 � �' f % " � '-; A E TNr P/(S E E S ........... ........ ......... .............. ......................... ........... .......�, ...,.... � ;:................... ....... / . / I/ _II k Til"Pu 060000 _00,-09,00 P0 T S• / ri INTL "4V ED L C j f 31, f{ / 86/DB5 hj4MBV Pi WATER mu c1f&RD L1 t A0pa (w, ./ 1 } "G'- as 'f u cW IOco oAL "d .mUS .. .. .. ..... ANfIJ �1 / F� 4f •_ 11 xr'. srlo T, F,:) REMOVE INLET AND DOWNSTREAM PORTION OF 12" PVC STORM LINE / ,' Yt Jr. DIE 'Al W�.ET �_fdltbil .5 � J 19 hV!l/ PIV 12'7V� 73, 79 PIWIP 0 DS 86V PG 56,3 L L45 AENCE TvLf REMOVE RO BOLLARDS (TYP.) 577,79 57a 811, LEGEND: REMOVE CONCRETE REMOVE ASPHALT ASPHALT TO BE MILLED XREMOVE TREE/SHRUB ------- SAW CUT co 00 SCALE I "=20' 20' 40' 0 41 CRMG w j. Ka_mR,sx_T Lic. No. b /2 6 12 0 7 m DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 111 = 201 IM D co W u F-1 LL U. oz < i-I z < q n < z u z 0 o 0 u L.0 LLJ _j 0 Lu LLJ 0 JOB NO. 43567 SHEET NO. C2. I L " IF CONSTRUCTION BEGINS ON "- SUBJECT PROPERTY PRIOR TO `M WATER MAIN RELOCATION, CONNECTION SHOULD BE MADE "`"'.., .._ TO EXISTING WATER MAIN. Ffk>.. ,...•.:........... f t's'e t tas ! ti f s r VLfg y7 s,t;. 1-11 s ;,is 8" x 6" TS&V ! rf. 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I f f,; ,l,S. ff jf f Vsfrs f, L„ r, rss Rr:,,. ,.,?e„ , r f.,,".�'•sf;'° #1' >;sf � s ;ffr?F ,;?r g t s# r 3,..�;°; >:�' 1�;.,,> 1•� �£� ,��.�.f .7f�c,�'s,,, ty....r �i,rLr r'.t'J�z.,fttaMl.fl:af r,3Y rL � ., rrfl%.s#31 iA: 7 S'/'..< a s `,.sd" LF-ss.`.,. �.,f�<of.�rf.L> .:afr,.✓tf,.. �f .f,:' ,.J.F COORDINATE SIDEWALK CONNECTION WITH IVY ROAD SIDEWALK PROJECT f f!J if f•..t p - F ff f`'r%t �rff t�iffffl� tr 3j' ��% Yt4gNCF T ! "i"f , l , . ff I ss'F:.. 1, , • ,. Rp o pR S%jL�FR ? (JI ' BUILDING •'- ... f `'OVERHA 'G• z 'x f' • ...... `.., '.. ,...; _..:.. 81 (YP T:'- .•,,,.. „ } vim'...... J s e } f , ..f �. jl 1 S >! l': y 1�s.,i l�,�sffys � f ,. , «.£::•,.:..." It f , >f r » j t f WATERLINE C "a • { f /r. �.,.,.,..., : ;{fir 6" DIP ,f ,,,;,'<!s rare, f ,.rrf t t i..;.r..f, ,i �\ f f..... C!j L frl, .1.,� ✓.3 3 .3.3 .;� � s .1 r 4 s.. 4 s" ,W f < R5' s. r -----. RT . � •f• i ', s R2' •f.'�• JR2�r am O 10-�`'Rflltirr.. RT ', TYP. I °' rf tfjft`,s U g':i' ; :f'. r 'ff. ;• <f �, ; f l tt f. f....... ' TYP. ' l YJ. tv -: r,!sr's " '- i3i `•rr ,:."s�:• :y; ,f, 'rY' .r f.f '.i �: -? - ...•:,,:r-J' s •T . s - - tf ',.1• }} j� fpV 0 ., ?l f"., :r„s o ffs.,f 3{r lf..f / ..a s u,ri., al.,., 1 ' £ s f ,� s fi is s ts> 9 i s ,a f ,� i;' e3 ,9,i/ ! f !+ ffY^^ ,.y 7t ?,rJ f./� j...,i / ty •i {} •i. f 'r. 'J i• .a {f f Il fi ",:3 �? C aeon /, 'f,' 3 1st{:d?;," �.£�,'.✓ r f 1 t,,, 1 i ��...,.E,- � .�.. .3 f •j , S - 1 s • '� - - f ✓.s. - t/ff'zY�,l/ifs �� - r�.l.:-:•ii%/cS,','.;%// „- 5. • f • j, r, t s , /,,. �.. ;lr,,," �'.`f s : f "r sC rs r y ! � ' , ..,i} f.:, .,�. lsrstrl e ,.,sLi ..... >s ,,,.:. ,, s 1 > � . � f . r s • '� t• f ?�:�j �t�,i{d.�ffll,:f?f %i ? Ali if fr fr� t s• 1 fs .fs � .f �. f (� f y t�`7fffxjf , f- r f�. r f. i y.I t .r jf, .50.REAR SErTBACK '' t ' ; y. 1 ' ' f . ' ' ' ' ti f t fl�tf ( €s fs. i 'sr' i .P f .s', , STRUCTURE} 'CG-2'. - 'f j • j'. i • f . f r. }1 Y f Yt ft ! ff,ff - -- ; R3 f rlp t 16'-WIDE ' ia�f rf`1 . 12',� : 'rr TYP.' < DUMPSTER ENCLOSURE sftff:�f'' 8 y' i 1 r'ft' r. f >, fs ;R2; j #r jrfss i3 'f tg''ll" BOLLARD (TYP.) �% 1: ! ® f• .; t f % xy :' R2' >' lks{ , ,1, �„r r' � r � - s . i r 'i • f. •f • �,�.'�,� ! r > .. ,..� fi/` f .�s . ,,.,. r r �. f.%:ivf}.. »"• f.. .t'. .J s,• f 'L' f r:. ' ;r'r .✓�• S �' .? r. s' t. .f' s s' f . t` ' 24'•? •'!'r"''f'• ','', r.l. r 7 � , %;��✓. r f�`t� fir,; > � - _ • � � � • . ' •�,. �/.TYP. ,.. .�,.. - - - ,� � .. _ _ . ,. • .... ... ; ✓✓ t, f t t�f(jf' , .;, �:i • �; s err.• �? , f ) "3 f i p: i ,r h� f ' f ».., ff,fr::1J�'3i / ..»... t OPAQUE ��'"..:�i � ----_ , • ,,1 sr f 1 � s, , ,!i t r3 i .»... 1/.:.., r,,'...,�-......,,f'........,/,...t..,, ,"..,..., —1 . r-]V/Pl ref C sf3 SCREENING FENCE if',q .. 1.Jf%.. REAR SETBACK (PARKING) - tvllr ?' f!'., O /fi- I PER SPECIAL EXCEPTION TOP="38fi 641 Lfzifa fa£FiJfi j {ftj ��" i�ir > f z j!3 i ffiI4 ff 3f'/ .r ✓a`%i',f':1 ,'(is �� J �Ip f > eJ �., iiVLS f'' j . >s f f�T ! '% i r��f�3 i}s� flit fi,.i!i. � � s s r,3 •q,r s r r �1t � � Sf'L r f •// ! 1 f S. tip Sl L n> � ,y s ! ; Yr Af!:�y�` srV 5f i, •f L i f / f j - } f� rlatf ,fE !�?' „lfjr} �t .,�I`.':�./'f.�1 •^::3 �.S, ,i',i it B 4709 ?' 63 „✓,24 r ZONE R 15 RE,' ! 1 1 t• L C sf R 13 Agga ` :✓ s# l7SF ]f f IA ?��sw`w' •`�:3' s:.J'„ { f'C`Fi�`�..Yf LY) r 7 3 m 5' R5' R5' R 10' 1QN OF EXISTING 'ARY SEWER P P:E �C�D IN-PLAC B iACi`OR TiT}3 ZPIr4A E WITH,AC: s .Ff ar�riz��ss .............................'. i ll,f ,l :a j,} s: J s t 16,13t !s J f !. i> f1 �i �i,�'�.:11 �.i 5f , 7' 3 �..,' .iYS �. .,. ff RYFNTRgNC �S8o F TO COS O t/N gpFD R/VF ff�% °s rr .,r3 /' �S'��3"3'r s sfi ✓ sf J,�:�i D 118015, r>fa 6rl'L >� fr ,' 3I 3 #Y f`°f.Jr>�t�.9i f� ;1 3 A e VI s s r a o s i r £,f.af„„IP ", ,✓f.,>�Sl°lf°is»7's/�r'o�. cif rfs'erS��E 1$..6?,31,"3 NOTE: 1. A KNOX BOX SHALL BE INSTALLED. COORDINATE LOCATION WITH THE FIRE MARSHAL'S OFFICE. E 2. PAVING/MILL AND OVERLAY AT ENTRANCE WILL REQUIRE FLAGGING OPERATION AND LAND CLOSURES ON IVY ROAD. SEE MOT DETAIL ON SHEET C1.3. 3. FIRE HYDRANT ASSEMBLY, FI RE SUPPRESSION AND WATER SERVICE CONNECTIONS, AND WATER METER VAULTS ARE NOT INCLUDED IN THE IVY ROAD SIDEWALK PROJECT TO BE CONSTRUCTED BY THE COUNTY. BUILDING FOOTPRINT: 1ST FLOOR: ±13,300 SF 2ND FLOOR: ±13,300 SF TOTAL: ±26,600 SF M W z 1.10 SCALE 1"=20' 0 20' 40' CRMCWIK�.�.`Mia.K� Lic, Nro: 040204$507 E cm O N V N � Q O > E E W i+ yJ Q LL. a�+ y. o �W O cLo Ln L ~ O L N U) (n (n (n (!1 N a H z z z z C7 W M W W W W d V w0000 Q�Q-d "' Q a = Q U U U U V = ate' �ZZZZ I— F- o0' — 0000 V) w UU UU Ill M a 00 —1 ui O p O O O O W N N N N W C) C) C) O ,--1 ,-i to D O N m N Q N d\ n 0000 z O O O I O O DATE (n 0 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI 'M� z H Ju M� W W ( V I-1 L.L z v z 'U)� I \ W H 0p l— QU w Q i.0 <z w Q m W _1 ' Q W W re U 0L W W co JOB NO. 43567 SHEET NO. C4.0 L_ f,..t t f �t t I .......... ......... . ........ . . - . . ...... ::f .., f f f a 7 ..........)rfi... .._ EXISTING TOPOGRAPHY IN THIS AREA BASED ON �«BY '............... ASSOOCIATEOS FOR HID IVY ROAD SIDEWALK PROJECT. f.. i'%'�f ` .. r COORDINATION REQUIRED FOR FINAL TIE-INS. f UTILITY ,.,,.. f ,..,., yM # ;.;;,,.y .r.,.,; „„ i .,,, 1 ,' .. o yo .:.i�i,j#� d✓ - .. l 1 , ",f �,S.3f £ ,r,,,3'4,.`3'f;,,f lsJr,,. �6, ., O O j.. : „ j 3 � - r/r , } } { r " / f::,,:;??EASEMENT f �'/ CONSTRUCT ff f, f f �,E; sf FOR a t„S.'� `:' ...,. s ,. •�„ a )•:,1,,> ;if t 5i �',r .' , n), , s ref ?>#fi Ff':e„ fi f .,, ,.... .. .l.J, .../ (I ' n f.' ;,s'l s s'-, r .1,,,! r" f r s s 3'` :e .✓.,rf .,,. 1�,0 ..,/ :,/f,,, .,/, ,,.... / „ s.,,1 ,,.J �f t £"s"as �4<.,,,3.:. �. �' .., �„'.. 1 .. ,,y r r ; f t .,. ��. : s� „ 10 , f t /. A\\ r: > t' f y.«t 0i "✓ 1 r; }iir''f'f } \a f // 31 j:` p �...,., s,,,..,, s<.f.Yr' sr,.,<,..,1 TIE INTO Ce3l1NTY cp f 1,„df„s f .7 .i,J f N A. � , ri !s 50 I f Li� } ECT. A DA ,. � EE�EWA OJ y 1. t ,,t .:..> rf>..>r✓t r,,...,.f..,,, ,,,., .f {, �.. -TO. REMAI , t RAI1�1 P t" ,, o� 1 IVY „ as l/✓%`,i " , /" •.,.. �� j ff jJ r j ........ .... y'y y` All a.. Cam'/f ; 1 501 r jif `± Q 3, � • � i' r f ..,. ,.r /y3.�%,,, � f .,,�P ,•. ,., 1. f. , 3,t3„f<I<S Sik ��J \ "\� .. ...,. ..... "..f. ,....,i, - / 1� � ✓/l _£ ' ... 3 f ,f. s : f \ , ✓ f 1l5).. r,.; '- r.. S« ;•i . ,� 'a ! �y ' (S( <X%' a✓" ; s `, t jf f ^: .. , r , ; ,f ,? \ %f � f e'�✓'ii� ' e if , f' .... Itr' �' S� � ,�61 ✓ f .�'� f r f 1 �• i r' " „>L f?3 „3 f , ;, f, t t t " f J � ,. t .. NfS: = RT T � ,s'ff. © ,o /ONNEgTI,OIV':, ,r...,1 It / c ' s f / ✓ : , s f Z / :>fi..7 E`P'Pl.fl1 & MAR 7 ✓�ai �y:" a2../.G1,it;:�7Q- � , /�' x r; f Q i 8," HDPE RD 2 't r 1 _, ✓ GARAGE FFE: 572.0' ` ,�s.ff:f::,, "1J'sjfi1,s f•1fi::fj'#1 HC / ,n.>/rsi r .it s;:,, f WIT LE .NOUT � ; I , ` :� p BUILDING FFE: 583.0 � `- 502 ., ff ,/� � � � •; ('� 8 HDPE R 1 l „ s''-• r a ?s r� � x; /,..r r s «?r! '.�I 'i✓ ry r � � r r 2 S ff f1 f f ITH CLEANOUT 1 " .,.;TRENCH DRAIN ft ;f i I i WIT H'QLEANOUT f '} is J `• y ' ; e 4 „ , f <,` t! ' f . f s �f if t a r •► � � Q ' %(� r ! d � � ` ; ..575. ✓ s i �:} , i ;• d -' tea. �� .,f . / 3 s t t f d;,. 1A3 5113A v ooQ0000U 0 0 �` 000,00 a 000ga�o o r f n• a 301 lf� ' 0 36 ACCESS RISEVi T MH 1 TOP ,............... f; f _ w ......... ....... WITH VDO �- ,� "• �� tl.l f ` 402 '.... / i s > �� f t 11 sY? 1fjJ1ff3 ff�� {Sff 3ftiJ J 'PA) 51f s yr> rPG ,', r„iri i`t J i ,. t x '"', i f 582 �`.t'ff fl J Y i' 13 �' / /f S S� s f f' f { t ._ ..... fE. r fs fls�`z , r flZs f CPU 6" A � `; r t r i f f«€� � OR f/ f l" f6 ' 600 LF OF 36° f ACCESS RISER 3 '„d..s.„. ;�/rtrltj ;11�1 t� is z �fxf<.,<„�..a WITH DOT MH-1 TOP %sx f.✓f 1, 5,i ✓s_r'<s f i� UNDERGROUND ............ CMP STORAGE 1� ��{/ �<'.. f jfi f I } 202 oo ...... ._ ,' s 3 E 3 O r , 201 � 0)00 LO J fps st £ f i i 1 f f. J f ,:✓rt i ! 00 )r `•f f /�� f 1✓Jf' ,l,s ,.. s3 s 3'�s'� �l ,f3 f tff ,, s x ., ... � �_ � tj^ f � �•'// � �' LAAi';, L L G MCI tf f ZONE, p ;�...t: tis )>'f,,,., 3 ✓f5 s n.,3s,. f..1'.,✓•.?,,: ..+F ,. z S ; .......,« i fl /.._ 3 �;". ,r " r 'iY <4f; r"''` CIA J r'"y.• t. ,, r,„ f „ J x,i J.,ow„lSf f�/'f 5../f/'§f.., (�✓!. '"f •f .:s, { � ` f 1, 602 1 ; 601 t 1 101 f j 100 `� t ` � 3 ,tt ✓ i >} s frJa ysF:f.11 �;% } ems. ........ ........ fe. ,,f'e ✓f"i1�et'%dSf� ff � x. .% 3 . ._.._....,..„...,...,.... ,.',y C ..,x ..,..... ft r:)/"'f„ ii1># :. 1l, IN j J"RI I"" ..ftS y/ 79 „f ff„/f �f f>" Sf ) y 36" ACCESS' ra RISER ,11'}1 14-1 TOP ; p WEIR PLATE && 36" ACCESS RISER WITH VDOT MH-1 TOPI t f• / � fiss'a i1f/{ssf�.l �s I #f�. i1 s fir' i Js f "t},i000-0f ,+,`j0,«03,' A,0 F1101,01 fr:. r r/; R., r S } /�/,f d f S ✓' f C% PE-, ,.?S �l f� 1 �F 7Y 3j ,Y 3„rrf lY r 1 .,f... f O7 . P -1 f/ )Sf p rf 99- fr"` f YY,,f r , f T /3,i' i /}3 s'� ) ; kGjf 4f# �t „�s.,1 ......./e .,/,.,. 1) 9 M ffi .,,8.... r ilr'��✓ .,, , f f s f f t f� s } STORM STRUCTURE TABLE STRUCTURE # TOP STRUCTURE HEIGHT DESCRIPTION EX 500 568.31 3.71' DI-3B 14 ft Throat 100 577.00 3.1 V MH-1 102 576.75 2.75' DI-1 202 577.81 2.91' DI-2C 8 ft Throat 302 579.84 5.18' DI-1 402 581.96 7.16' DI-1 502 572.00 7.28' 6" Cleanout 602 577.25 2.44' DI-1 STORM PIPE TABLE PIPE # DIA UPSTREAM INVERT DOWNSTREAM INVERT SLOPE LENGTH RD2 8" 566.06 564.95 5.00% 22.21 LF RD 1 8" 576.20 574.50 0 5.00/o 33.93 LF 101 12" 574.00 573.89 0.87% 12.62 LF 103 12" 574.50 574.00 0.82% 61.21 LF 201 12" 574.91 574.50 0.49% 82.06 LF 301 12" 574.66 574.50 0.50% 30.98 LF 401 12" 574.80 574.50 5.00% 5.93 LF 501 12" 565.00 564.70 0.51 % 59.34 LF 601 12" 574.81 574.50 0.50% 62.07 LF 585 585 580..... .......................... _..............,,.,.,,,........,...,.....�...........................580 EXIST. GRADE 575 ............................... ............................Em_�R... ............... ...........,.............,.,......575 . PARKING GARAGE PROP. (FFE = 57 GRADE R 10' 570 ..E.rt-................-........-....,...-- m ,mrt.570 ...................................................... RENCH DRAIN 565 565 2.00') 9+50 10+00 11+00 PARKING GARAGE ENTRANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 M 00 z sv� SCALE 1"=20' 0 20' 40' / 0 0 Lac. No. 0402048507' A- b/20/20 c�] E O OV N N � > E w uj cl U.2 Lu o �6 r-, Luc�.)m z O rn O U7 U7 07 V7 IL tin `�' n~.. z z Z z U Lu M -' v w w w w U w 00 00 = 0 UU UU c: U CN}}. z i i- v zzzz I- aL �; V)»» p N 00 00 v3 w U U U U 1q; (IiM c� d' 00 J U H ui C7 O O O O ui N N N N w 0 0 O O Lu I- U O N m N N N It 00 z 0 0 O O O DATE H 0 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI ® SCALE 1"=20' • (D z H C) I 4- 4 ED W U z H-1 Q LL Q L1 0 ~ cD z z P-1 0 O 0 -1z W d a W V mz_ ' Q Q W fin V W w V W W JOB NO. 43567 SHEET NO. C5.0 L_ y e� ......... . ...... ...... . .... . ... ...... ...... ..... . . .... .. . . ..... . ...... . . ...... . ......... . ...... TC ....... . . . EXISTING TOPOGRAPHY IN THIS AREA BASED ON %(E's/ro..................... . . ... . .... ......... ... .... 7 ........ ... - INFORMATION PROVIDED BY KIMLEY-HORN AND ":"CND 571 ASSOCIATES FOR THE IVY ROAD SIDEWALK PROJECT. ' .AND EX COORDINATION REQUIRED FOR FINAL TIE-INS. 570,44' . . .......... . ..... . .... v R�qO 0 I ..... ......... TO 571.8 AZ 7 .. ... ... ..... TC . ... . .. A/ n7l 77' ... . ...... ...... . 572.31'j 511 z I ............ 11 lo 571,88� 573.43- j- -, 57!3.60' 6> .0 .... .. . ......... ... . ... . ... ........ . : . ......... ... ..... ... .... . ..... . 57... .. . g! .. ........ 4 ......... . ..... . r ...... ...... ....... lb 7, . .... . ....... . . ...... ......... . . -EXGND T? (A w o o - o oo - 0."aywp E 5 7 2. 0 0' N,/ ........ ..... . ".EY, GND . . . . . . . . . . . . . . . . 1 57 tit 2 " 614 a Ill f"llago I c -WA JiEGT ADA TIE NT �Ty j. if 1 1805 P(3 6n)"-, ............ PT0 REMAIN 2�46JVYROAD ..... ......... dili J 3.06' K' q ;l 577.16710 - lit Nf 6 01 Ali TC A 576 J Tp iii x Q ,14' 576.94' Z� �, 79' E 565.03- / 1, rf'Af D9 TC J) O INIRYTGE Q .573,B6' JPHO&AANCU r)83775P3 1CTC _ 577,65 GARAGE FFE: 572.0' A 1101VE". hHGH�,,'1A'Y GOMPAE ClAd".i. \ 1 -1.1 1... *.. 1 574 90' /-EX GND BUILDING FFE: 5;�J TC if f ' 578.126 t 572.50 TC TC 578.65' FFE--; IF 572.00', 1 0) A QTC TC 7 582.90' TC f j578.27' 578.26- v _j FFE= j 572.50, TE S K 583.00' 7,ib 1575 11 57 V f TC TC-BC f I TC if 82.95' TC-BC 582.50' "-ANN. 583.41' Ic If y P78.48 . .. .....oX"sN. 574.79' V-1 5 TC C'Bc ............ D TC 15-j ul --- --- - 582.51' & 82. 1 583.16' TC �J TC 579.29'fl RIM EX GND 579.07' 581.96 577.23' TC TC i 580.02' 582.3 580.701/ TC 581.33' fill TEADSP10f� -Eil, TUC PoLf-- TC 582.18' 582.62' 582 EX GND ........... . ... .................. TC \ I '. r1j, a'a-l000 583.21' TC 583 . op�/ __1 .................. TC 583.43' EX GN0 584.36V TC 68100" ' 00 I ..... . ......... C) TC 00 L0 co cy) Lr) fir .... ............ ... cy) Tpilt 1066100-100-10-03600 00 L0 I A AM i I V4 &0139 95 R3 533 us GalvmvLa-T?cvlL (a.--nc, TC TC TC co--_ f 579.65' 580.60' 581.37' TC ' ,, !f 578.30' 678 00' 1 TC 581.34' RIM 577.2 f I TC TC 11 577.82- 57�.90 RIM 576.751� M W,- f EX GND "wr TC 576.80' 1AILET ....... .. ...... •578.22' 19 IvI . ..... INVffi4 IZ'h,'CF573,79 Tfiliff" 0 i0-00,4904140C,51 Pf?o Tit""1151 STILLF?Rl DLANEELLC 0.8 660 PG 568 1)13 4709 )""e; 24 Z0f,fi::"� R I 0E`hl TIAIL ZONE R IS T?iFS1DEi`,lTl1-l% I ljsL Pa"'sm)"-w T11"L (,IvfjL r/pAl"ILL Y) ............ .................... fi ... TC TC,,- ........ .... ....... . ...... . ........... f. EX GND 584.25' 6 TC ...... ............. c 583.851 TC 584.58' 584.57' TC 684.36' EX GND 585.07' < J 585.03' k4f?K SCALE 1"=20' 2'0' 40' U CRMG W Y. vKQUTAR.sKl Lic. No. 0402048507 A z 0 U) U) V) U) w w w w u w 0 0 0 0 Q u u u u 7- r r r r 0 �l Z Z Z Z 0000 Q� W U U U U I c::) c:) C) C) N CNJ N N Lu CD C) CD CD N N (14 N 1 -1 C) N or) C14 N 00 CD CD (D CD DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 111 = 201 JOB NO. 43567 SHEET NO. C5.1 L f�1 rs' ..:. .... r lyzQOMz 573.:... 0/ST 4 �r CF1 yy r is f • "".,,, fi ,'iM 1 f , if fit, { l I U ,,... ✓ �` `\� mow, �l .. ,f, !f • a� s s f .%; 90 r _ ` `� 1 z. 58fu 1 ;. ! 582 17 00 { ft 3 LC') C14i;. , ,.pis LO co fLO00 1if t i "y QF f co { SIGHT DISTANCE PLAN 9 > , , 16.75 r£ , r' f r \� 5' if o 0 F F 3 ''` i ., .. gf ' l 9 42 fsf j 3 ,3< .00 {£ l h I \ f ?" t" Composite Passenger Vehicle e N = o „� •. �•. � feet _.. -� Width 6.33 ....�,�,�. \` f., Track 6.33 r' v) Lock to Lock Time 6.0 ,,. Steering Angle 26.4 F CL Vehl `t i is> PARKING GARAGE - AUTOTU RN ANALYSIS co 0 Q z SCALE 1"=30' 0 30' 60, 1575 1570 1565 14+00 372' SIGHT D/STA 14+50 CE' RIGHT HEIGHT OF OBJECT = 35 FT 280' SIGHT DISTANCE -LEFT --__ 1 15 EXISTING GRADE FINISHED GRADE ASSUMED SPEED = 25 MPH I HEIGHT OF EYE =3.5FT 16+--Z4 5.29 575 HEIGHT OF OBJECT = 3.5 FT 5701 5651 9+50 10+00 11+00 12+00 13+00 14+00 15+00 15+50 TWIN SYCAMORES LANE SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 M 0 HEIGHT OF OBJECT = 35 FT --- --- 243' SIGHT pDIS LEFT 1570 GRADE TIE IN TO BE COORDINATED WITH THE VDOT IVY ROAD SIDEWALK PROJECT 1560 1555 1550 FINISHED GRADE 1-1 HEIGHT OF EYE = 3.5 F I SPEED = 35 MPH I _ \3�2 S/Gyro 9+50 10+00 11+00 12+00 13+00 14+00 IVY ROAD SIGHT DISTANCE PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 15+00 16+00 41 0 50 PROFILE SCALE 5751 5701 5651 HEIGHTOF OBJECT = 3.5 FT 560 17+00 a a+-1 CMG W1. Y,9FA SX T r' Lic. Nro. 0402048507 �- v/26/2O M E O O N � N > E E W Lu ¢LLB 0 U. Lu 0 cc: = fn Q J000 Z o rn O V) to (n (n � (> W M U^^ W W W W O (n () G G G G Q OO OO a =� 0 0 U U U v> v z0 rU F- _ �Ln �zzzz 00) 0000 41`4 w UU UU M � d- 00 J kw Ce Z) O (D 0 0 0 0 Lu N N N N w o 0 0 0 = Q ko C)((N N d N 00 z o 0 0 0 0 DATE U) 0 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON ® CHECKED BY • C. KOTARSKI ® SCALE 1 " = 30' t • H 0 J H D m W U H U)LL J_ U. ¢ LL 0zo (9 J CL W u U H :D Z O Lu W a Cn W m J 1 U) W Lu 1.. V w W W JOB NO. 43567 SHEET NO. C5.2 L 36" CMP EXIST. I GRADE PROP. GRADE 1.7'- 103 61.21' OF 12" HDPE @ 0.82% ------ 401 12.62' OF 12" HDPE @ 0.87% 102: DI-1 STA 10+63.62 TOP 576.75 o v INV IN 574.00 (103) INV OUT 574.00 (101) It 100: MH-1 co 0 N 0 STA 10+76.24 o I TOP 577.00 Lo ❑ `- 0 w F- 0> INV IN 573.89 (101) ooz v 0 585 585 _ 575 EXIST. E 12" RCP LIB AND FIE 570 565 585 PROP. GRADE 580 580 EXIST. GRADE EE E° 1.7' 36" 575 CM 575 201 XISTING GAS E. LOCATION € 82.06' OF )EPTH TO BE 12" HDPE LD VERIFIED. @ 0.49% € 570 570 565 565 €E 560 560 O �r O Lo OR It CVa)jV) O i- . v o 0 in O O com N ClN~oE�O M d U+N� O�� ❑C+OOCO pO(fl� ��`{'0 o�Lnz c�0z W��z 580 EXIST. GRADE; 575 575 PROP. \GRADE':. APPROX. LOCATION OF 8" WATERLINE. EXISTING `�. WATERLINE IS TO BE RELOCATED WITH IVY ROAD 570 570 SIDEWALK IMPROVEMENTS. CONTRACTOR TO FIELD VERIFY LOCATION. ..........� 2.5' 1.5' MIN. 565 565 501 59.34' OF 12" HDPE @ 0.51 % 560 560 9+50 10+00 11+00 11+50 9+50 10+00 11+00 11+50 9+50 10+00 11+00 9+50 10+00 11+00 UG DETENTION - STR 100 STR 202 - UG DETENTION STR 302 - UG DETENTION STR 402 - UG DETENTION HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 VERT SCALE: 1"=5 APPROX. LOCATION OF EX. GAS MAIN. CONTRACTOR TO FIELD VERIFY DEPTH AND LOCATION. 590 6" CLASS 52 DIP WATERLINE 585 ..................................................................................................................................................................................................................................... PROPOSED GRADE CONNECTION TO EXISTING WATERLINE. VERIFY LOCATION AND ELEVATION. ..5.8.0 ...................................................................................................... .......................................................................................................... . EX. GAS MAIN EXISTING GRADE 3.5' 1 575 1570 o U m w W w z z L7 J ___I U) Q� 0 i 560 a W ...........€............... w .............................. ........................... .........w.. ... ............................. w ......... LL J J > a ¢ o ❑ ❑ iu iu > > m z z z w w w w r- - w m w m w m - - Q Q o 0 0 0 x 555 (0 (0 (0 00 590 5851 5701 5651 5601 9+50 10+00 11+00 12+00 12+50 WATERLINE 'A' - SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 595 590 PROPOSE GRAD 585 575 570 595 585 ...................... w................................................ 6" CLASS 52 DIP WATERLINE EXISTING GRADE 580 3.5' MIN. 5601 9+50 10+00 11+00 WATERLINE 'B' - FDC SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 59U 59U 585.......................................................................................'';.................................... 585. PROPOSED GRADE EXISTING BACKFLQW GRADE PREVENTER 580 580 EX. GAS MAIN 6" GLASS 52 DIPWATERLINE WATERLINE ,D' 575 .........1...........3.5' s ..............................575 1' MIN. 570 570 565 565 0 Q J W z; m ❑ J W 560 L7 WE 560 a > _� ¢' 0 ¢ �< D a p p z > w w w: O wm Q = U CO ` 555 i- m rn i0 (D € 555 9+50 10+00 11+00 WATERLINE 'C' - FIRE SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 PROPO ED GR DE EXIS ING 580 ...........................GR .DE .......................... 2" TYPE K COPPER -INE 575........................!.,.......................................... 3.5 MIN. 1' MIN. 570 ' a 0 w 555 co CO It Lo N LO 9+50 10+00 11+00 9+50 10+00 11+00 11+50 STR 502 - EX STR 500 STR 602 - UG DETENTION HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 MAIN........................................585 . WATER METER VA LT 580 5751 5701 1 5651 cD J ...............................w........:. W - 560 QOw wz ❑ z ❑ z > w m w o0 Q 0 �W x Q rn rn 555 9+50 10+00 11+00 11+50 WATERLINE 'D' - DOMESTIC SERVICE HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 STA"(2-1) STA 10+32.41 TOP 579.45 TO1 INV IN 567.54 INV IN 573.40 (EX.3-1) INV OUT 56 INV IN 567.25 (2-1) INV OUT 566.66 (1-EX.1) 585 ;EXISTING PROPOSED BUILDING :GRADE ;PROPOSED 111GRADE .w... 580................................................ ................. s................................................. .................... . LOWER I ? STRUCTURE TOP OF EX. MANHOLE 575 ..........................................................................:...................................................................................... TO 577.75 3 PROPOSED GARAGE E 570 E I BLDG-2 13.41' OF 6" PVC @ 1.00% 2-1 ............................ 19.00' OF 6" PVC @ 1.00% 575 570 565 560 555 9+50 10+00 11+00 11+50 SANITARY - BLDG TO MAIN HORIZ SCALE: 1"=50' VERT SCALE: 1"=5 5 0 50 PROFILE SCALE f CRMGW J. KQT.ARSJ Lac. NO.0402048507 CmE O 0 v N vi N � > E E W > a w0�,� QLuU o z w H — Ln O cn cn cn cn �-(AoN azzzz U W M -' W w w W U �O�,x� cn�� vu- w 0000 ❑ U U U U �r _a`Ln° �zzzz ui m >> >> o�' 00 00 N > U U U U d M V' 00 J 0 O (9 p 0 p 0 0 00 w N N N N W CD CD O O V ❑ O N CO N Q N d\ N 0000 z 0 0 0 0 O DATE ZD 1112512019 0 DRAWN BY K. MELLON DESIGNED BY ® K. MELLON CHECKED BY C. KOTARSKI SCALE 1"=30' e (D z F-1 0 W U U) P__q W u J L" Q O O z > H Ov w �z w Q m J O 0 W () W Fm V L.L W Tm WM W JOB NO. 43567 SHEET NO. C7.0 L .7 EASEMENT TO REMAIN 4. . . ..... ............ ...... . . . . .... ...... ........ ..... ..... ..... . ........... .. ............... ............ . ff ....... .. . . TO .67 T EASE . ........ .... ........ ..... . .... P-4 V,4 62 (,`Ws) ... . . . . ................... 11�4 IN V 4 0 OF OWW AND SL O��E� AND EN'�rf' ?AAK '44- PG 303 . ... . ........ IN V, 3 lhl=�564, 45 (.5 W) SEE DB 51 ...... . ..... . .... . ..... ...... 7' /-W,) E . ............. ..... ......... EASEMENT TO EXPIRE UPON COUNTY rjs ........... . ... ........ ...... .... .. levil" •rv-," f,sdi),a �s COMLETION OF IVY ROAD SIDEWALK stf + + . . .......... IMPROVEMENTS CONSTRUCTION ..... ....... i, -3"s iq, . . . ... v- IV ...... ... ... ........... 1118 IVY A'61i-QLLG . . . ...... ... ..... P( '31i -)Ei9....... ......... -, AT -11 ..... ........ 224� 6 1 V Y R 0,,", D ........... . . .... LJ4 T I., PEF'�U--AANENTff.)` ON E El GY EA3EMENT . .... . N, x ny f- co - SEED B 5134 PG 7786 C ?24D RW EASEMENT TO REMAIN A: HEREBY i fF <�+ h 1,: ' ' ' / ABANDONEDi (3-0 Ja5' IA4 & &b4,RYJ1ANE EX R 775 J�~G 1, 4 �'-NGHVVIA Y GOPlY #A5E ( L LsB 3995 PG -1.`5'33 ZONE", USE',, G0il,1lfl,4,E CI L (OiPT-110 .............. 3 I T( SPLLF'?� LAN 'LLC 10P*,',l- R I us,f--, Tv"snuc- r1l"L €mvuL 1-/rAllva Y) 20'ACSA WATERLINE EASEMENT PCXE 1Rlf; j +1 q p- - 1;1 $ f 77 4 + 24- j S WATER ACCESS EASEMENT ov V-%, V.":% "JI 5359 PG 212 V, A -M 4 A, fl? k' STORMWATER FACILITY EASEMENT DB 5359 PG 212 5 '3 D lh� ET 19 IN V. Y'll 73, 79 lhihl, OUT 72 ,'XA R16 i?2 7ML i USE RESIDENTZAL MX 77TAW TYP- 7 2,,*)' S A N y f R EAS',,'�,.',NFF )B488 PG 624, J 0 LEGEND: ACCESS EASEMENT STORMWATER FACILITY EASEMENT STORMWATER ACCESS EASEMENT ACSA WATERLINE EASEMENT iWIS, '10r, 1--.56116,05 PRIVATE X VARIABLE WIDTH SHARED ACCESS EASEMENT DB 5359 PG 212 Is ASEEMENINFOR EN-s"i'ANCE S',-:,E DB 513 /ll.l$`-1 G", EASEMENT TIMING TO BE COORDINATED WITH COUNTY A� X", XYM, INVOUT8111 pl1<ll-------l5)`e),-6�' To PORTION OF EXISTING SANITARY SEWER PIPE TO BE REPLACED IN PLACE BY ACSA. CONTRACTOR TO COORDINATE WITH ACSA. PRIVATE VARIABLE WIDTH SHARED ACCESS EASEMENT DB 5359 PG 212 TEPh0,>,f0l EA L �L C D8 1180�5 PG 6116,111f Y COMX�.0�CIAIL a's, c,(xmw Hc1la"", �/f lGtls'oR�-,,000 .. . .......... RO 8P:-7vcl- M111A rl VIC 518. 24 h,j V 4 lf',j ffi,h1h',J, . ..... ill'i V OU P 5715, tq; cl) co SCALE 1"=20' 6 210' 40, CRAJGWJ-K(yrARSlK,T.1- Lic. Xo, 0402048507 c rn E c0 U E Lu F- 3: U. LL Lu 0 aL-uj I ui 88.. > 23 (r7l 10 u Lu f-- - 0 C-n g u- 0 �::, g U) c: rj w > Ln 0) V " aj CL 00 -j C:) Lu ko � z R4 V) U) (n z 77 z Lu w w u w 0 0 0 0 u u u Z r r r 0 000 LLJ U U U cr_l 0 C) C) C) N N (lq rq w C) 0 CD 0 Q Nd�N Go ICD Ic:) I c:) I CD I DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE 111 = 201 (D .j :D co Lu u H H Q z Z P-t (D < > U z z 0 =) Lij u Lu wuj LL! < LIJ v W LLJ 0�. u rt'll Lu uj co JOB NO. 43567 SHEET NO. C8. 0 L 08053 ►4 i 1 .�i 1 ` .._...... ........... / INTERIOR PARKING LOT LANDSCAPE AREA SCALE: 1" = 40' PARKING LOT LANDSCAPING 2,109 SF / i1. 02 f t I, 'f. , •� s r' r •,. (6) NYS SYL 4 CER FOR (3) GIN PRI f % ':jC r, :� .•.,,--' r , S • 8 .....W 1r ° gC r s , ♦, y fiJ �/ ♦ , EJ. j g f r t • r", , "f'..{ J • f yS f •.(f.:.::. --may: %'4/ f,%,r J t r , tij r � J i /r 3 r 4 ^COR FLO f r/ JJ ' ',f/.... fir �f f 7 ., r. ; .frwr ;• ,JJ} fr .. !j .,� J/1 JS.. :.. C ,. f f ' /_, , , , f £ f.._q.; f J f J' r 7 t r U;. .. , , � r 1� J f PROPOSED BUILDING WITH I t UNDERGROUND PARKING ` f ;,Ir / f !I ' f :. `"•. t/ J/ ' / : f. R ! . P r J� 1t•£ I til III': r ( SHARED 3 f I'C , , 3 i P: �� 'J-•'. i 1 J J r7(. / ESE Y".A',.1 Er f£:..<. 3� i (4) BET HER4. e• , ,J'^ 1 4 F / (9) ILE GLA f s 3 1 f r 1r (9) ACE BON f ... i � f iiiiiij r } „ i;£• 1 f <s�, r i `i f I, fr 7; ' - ,j `} i� _ /` j! � _. l f J \ f ;f !', , <, 1,N1Al£ fJL 1r• / ;t r, f r f•r.'? f r%" `.� O f�s' s.,JJ£sJ3 3 3 •/ r y f ,'/ i, f f f j f f fit• +' '1� `\ ,; s/ r.- r 1r. N . t i. £ H .� i f •� : ;j .lm�l. ., ;e. sl .f u„M,,,,r f i PLANT SCHEDULE TREES BOTANICAL NAME ACE BON ACER SACCHARUM 'BONFIRE' BET HER BETULA NIGRA 'HERITAGE' GIN PRI GINKGO BILOBA 'PRINCETON SENTRY' NYS SYL NYSSA SYLVATICA QUE PHE QUERCUS PHELLOS FLOWERING TREES BOTANICAL NAME CER FOR CERCIS CANADENSIS 'FOREST PANSY' TM COR FLO CORNUS FLORIDA SHRUBS BOTANICAL NAME ILE GLA ILEX GLABRA ILE WIN ILEX VERTICILLATA (1) 00 0 fw z SCALE 1"=20' 0 20' 40' rH �WKW, H pC \II z o. 14 08/26/20 ) w M E O Ov N � N c > E E W 3 U. U. Lu 0 IU = M �(� w H — �n `" O cn cn to to °�-vfi azzzz C7 Lu ''' V Lu W Lu Luz�� Q a? W 0000 � 0 UUUU c N = N v Z ava. zzzz Ln U) =) :D o N 0000 LLJ UUUU d m 00 J kO F— O O O O O 0 N N N N W 0 0 0 0 Lu� N U D O N m N Q N d\ r, W z o 0 00 O DATE H 0 1112512019 r DRAWN BY M. RACHNER DESIGNED BY ® M. RACHNER CHECKED BY F. HANCOCK SCALE 1"=20' • • J � ■ , ,z H 0 H MD W W U 1—H U. H O a Z z Q (D J Q } W V z n H 5 Q ° U J U) W a 2: C° J J Q Lu W w V c� Lu W JOB NO. 43567 SHEET NO. L1.0 L NOTE: ONLY STAKE TREES WITH LARGE CROWNS, 2" CALIPER OR GREATER, IF LOCATED ON WINDY SITES, OR WHERE TAMPERING MAY OCCUR. PRUNE CODOMINATE LEADERS REMOVE BROKEN, BADLY DEFORMED, RUBBING, NARROW CROTCH ANGLES, WATER SPROUTS, OR CROSS -BRANCHES. REMOVE TAGS, LABELS, AND PLASTIC SLEEVING. DO NOT STAKE UNLESS SPECIFIED (SEE NOTE) DO NOT WRAP TRUNK PRUNE SUCKERS IF FIELD GROWN, CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP %3 OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS 1:1 SLOPE OF SIDES OF PLANTING HOLE SCARIFY SIDES BEFORE PLANTING TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT DECIDUOUS TREE - STAKING SPECIFIED NOT TO SCALE 3- 2" x 2" HARDWOOD STAKES ROOT BALL 12 GAUGE GALVANIZED WIRE NEW 1/2" RUB 12 GAUGE GALVAN ALLOW FOR SLIGHT N 3 2x2 HARDWOO 2'-6" MIN BELOW STAKE SHALL BE MIN. 18" OUT FR1 AND OUTSIDE OF SET ROOTBALL FLUSH TO 1-2" HIGHER IN SLOWLY SOILS. DO NOT COVER TI THE ROOTBALL' ROOTFLARE SHALL ABOVE FINISH PRUNE 1:1 SLOPE OP PLAN SCARIFY SIDES BEFORE PLACE RO( UNEXCAVATED OR TA MULTI -STEM TREE - STAKING SPECIFIED NOT TO SCALE INSTALL SHRUBS SO THAT TH- TOP OF THE ROOTBALL IS A THE SAME GRADE A ORIGINALLY GROWN OR 1 ABOVE IN POOR DRAININ SOILS. DO NOT COVER THE TC OF THE ROOTBALL WITH SO REMOVE ALL STRING, WIRE, AN BURLAP FROM TOP % OF BAI BACKFILL PLANTING PIT WIT NATIVE SOIL. INCORPORAT SLOW -RELEASE GRANULA FERTILIZE SCARIFY BOTTOM AND SIDE,, OF PIT SHRUB PLANTING NOT TO SCALE W ROOT BALL GA UGE 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 DO NOT PRUNE TERMINAL LEADER OR BRANCH TIPS REMOVE TAGS, LABELS AND PLASTIC SLEEVING DO NOT WRAP TRUNK PRUNE BROKEN BRANCHES 2-3" MULCH LAYER TO EDGE OF DRIPLINE. KEEP 4-6" AWAY FROM TRUNK FLARE BACKFILL PLANTING PIT WITH NATIVE SOIL. INCORPORATE SLOW -RELEASE GRANULAR FERTILIZER 6" SAUCER 1" COMPOST LAYER IF FIELD GROWN CUT AWAY ALL BALLING ROPES. REMOVE BURLAP OR WIRE BASKET FROM TOP % OF BALL. IF CONTAINER GROWN, REMOVE CONTAINER AND CUT CIRCLING ROOTS TAMP SOIL AROUND ROOTBALL BASE FIRMLY WITH FOOT PRESSURE SO THAT ROOTBALL DOES NOT SHIFT REMOVE ALL DEAD, BROKEN, PLANT SCHEDULE TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CANOPY SF ACE BON 9 ACER SACCHARUM 'BONFIRE' BONFIRE SUGAR MAPLE 2.5" CAL. B&B 214 BET HER 4 BETULA NIGRA'HERITAGE' HERITAGE RIVER BIRCH 2.5" CAL. B&B 464 GIN PRI 3 GINKGO BILOBA *PRINCETON SENTRY' PRINCETON SENTRY GINKGO 2.5" CAL. B&B 17 NYS SYL 6 NYSSA SYLVATICA SOUR GUM 3.5" CAL. B&B 181 QUE PHE 10 QUERCUS PHELLOS WILLOW OAK 2.5" CAL. B&B 419 FLOWERING TREES QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT CER FOR 6 CERCIS CANADENSIS 'FOREST PANSY' TM FOREST PANSY REDBUD 6'-8' HT. B&B 124 COR FLO 5 CORNUS FLORIDA EASTERN DOGWOOD 6'-8' HT. B&B 124 SHRUBS QTY BOTANICAL NAME COMMON NAME MIN. INSTALLED SIZE ROOT ILE GLA 23 ILEX GLABRA INKBERRY HOLLY 24" HT./SPRD. CONTAINER ILE WIN 12 ILEX VERTICILLATA WINTERBERRY 24" HT./SPRD. CONTAINER LANDSCAPING ALONG THE FRONTAGE OF E.C. STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED 1 LG TREE PER 35 LF 6 LARGE TREES IVY ROAD 202 LF WITH INTERSPERSED 202/35 = 5.8 6 LARGE TREES g FLOWERING TREES FLOWERING TREES LANDSCAPING ALONG INTERIOR STREETS * per Albemarle County ARB DESIGN GUIDELINES STREET LENGTH REQUIREMENTS CALCULATIONS REQUIRED PROVIDED TWIN SYCAMORES 296 LF 1 LG TREE PER 40 LF 296/40 = 7.4 8 LARGE TREES 8 LARGE TREES LANE LANDSCAPING OF PARKING AREAS * per Albemarle County ARB DESIGN GUIDELINES REQUIREMENT PARKING LOT SPACES CALCULATIONS REQUIRED PROVIDED 1 LG. SHADE TREE PER 10 78 PARKING SPACES 78/10 = 7.8 8 LG. OR SHADE TREES 8 LARGE SHADE TREES PARKING SPACES INTERIOR PARKING LOT LANDSCAPE AREA REQUIREMENTS * per Sec. 32.7.9.6 of the Albemarle County Code REQUIREMENT PARKING LOT AREA CALCULATIONS REQUIRED PROVIDED 5% GROSS PARKING AREA 40,381 SF 40,381 x .05 = 2,019 SF 2,019 SF 2,109 SF TREE COVER CALCULATIONS * per Sec. 32.7.9.8 of the Albemarle County Code SITE AREA REQUIREMENT CALCULATION REQUIRED QUANTITY PROVIDED QUANTITY 1.42 AC (GROSS SITE 10% COVER 1.42 AC x .1 = 0.142 AC 6,204 SF 9,430 SF AREA) = 6,205 SF NOTE: -WHERE A PARKING AREA IS LOCATED SO THAT PARKED CARS ARE VISIBLE FROM AN OFF -SITE STREET, SHRUBS ARE TO BE INSTALLED AT A MINIMUM HEIGHT OF 12". -ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 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 ARCHITECTS, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. • PROVIDE AND INSTALL ALL PLANTS AS IN ACCORDANCE WITH DETAILS AND CONTRACT SPECIFICATIONS CONSTRUCTION/INSTALLATION DISEASED, AND WEAK 0 LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT ANY PLANTS BRANCHES AT TIME OF AND MATERIALS THAT ARE IN AN UNHEALTHY OR UNSIGHTLY PLANTING CONDITION, AS WELL AS PLANTS AND MATERIALS THAT DO NOT CONFORM TO ANSI Z60.1 "AMERICAN STANDARD FOR NURSERY STOCK" 2-3" MULCH LAYER, KEEP AWAY • LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY AND FROM TRUNK CALIPER WITH A SECURELY ATTACHED, WATERPROOF TAG BEARING 1" COMPOST LAYER THE DESIGNATION OF BOTANICAL AND COMMON NAME. • INSTALL LANDSCAPE PLANTINGS AT ENTRANCES/EXITS AND PARKING AREAS ACCORDING TO PLANS SO THAT MATERIALS WILL NOT PROVIDE MULCH UP AND OVER INTERFERE WITH SIGHT DISTANCES. SAUCER • CONTRACTOR IS RESPONSIBLE FOR WATERING ALL PLANT MATERIAL 6" SAUCER DURING INSTALLATION AND UNTIL FINAL INSPECTION AND ACCEPTANCE BY OWNER. CONTRACTOR SHALL NOTIFY OWNER OF CONDITIONS REMOVE CONTAINER. SCARIFY WHICH AFFECTS THE GUARANTEE. PERIMETER ROOTS 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 o S,�pi: i'H OF �WK W. C III 14M 08/26/20 U w �T�Qi pE M E O o M U N N > E LUai E ;� 41 LL 1-,Lui 3: U o U10�� < j U °Mo UQj_H - �; a � p N C7 LU N a z�Brqo 3:0� 9� U_ U > F- a c 'n 4rn N v M a� co_j U) 0 C9 0 LU w_ 2 U a z 0 H cn > 0 0 ►7 Z sWWM(f) azzzz WwWW U�� w 0000 0 U U U}U.. f- 0zzzz V) »» 0000 w V U Ulu 0 0 0 N N N LU O O O 0 0 N M N 0 0 0 DATE 1112512019 DRAWN BY M. RACHNER DESIGNED BY M. RACHNER CHECKED BY F. HANCOCK SCALE N/A z H 0 H (W � V I-1 Q U. I.- 1 w O z H Q Jcez > Q < U) Uz w H 0 U O `.1 w z LU aw LU Q— m Q <U 1 a Cn 0 W z w J LL V W i Q w m JOB NO. 43567 SHEET NO. L2.0 L 0 0CL u r� Lu co a: 0 Ln F__ z V) z 0 u 38, _'sll TOP OFROOF A3..�3.2 --A-3.1 SCREEN 5 1 3 2l' - 11 TOP OF COPING AT STONE 9 32'-8" TOP OF COPING Q17)_ 105) (:7) 15' - 4" SECOND FINISHED 11 FLOOR ri FINISHED FLOOR A3.i) A3.1, /__j vA3.2j � CA3.2� '- ib, -T- (12) (6 31 (3 Ila ............................ . . . . . ...... ............ ...................................... ........... -- ------------ Ynzr (2_y (7 j Zi A------------------------------------------------------------- //(7 (:7) 15 1 17 A I SOUTH ELEVATION I A1.0 11/8" = I'-Q" I 38'- 8" A3,3 :2 Ao > 8 13 IA TOP OF ROOF kA3.3 A3.5 35 - A3.0 SCREEN 4- �i tl"_'� r, c1\ I -) ---, / - r' ('�-) -- - rla;) (an AA (,A �3 6) 35'-2" TOP OF COPING AT STONE 32'-8" TOP OF COPING 15' - 4" SECOND FINISHED FLOOR .......... — FIRST . . . --------------------- FINISHED FLOOR PARKING LEVEL FINISHED 38'-8" TOP OF ROOF SCREEN 35'- 2" TOP OF COPING AT STONE 32' - 8" TOP OF COPING 15'- 4' �C�r' SECOND FINISHED FLOOR �A- - - /f - - - - - - - - - - -17 IT, I. 9) .............. .............. I ----------- ------- --------- ------- ------------------------- ------ --------------- ---------- - ----- ... .... . ............ --- ---------------- - - - - ---------- - ............. --------- ...... .... - - ----- ....... . ---- ---------- ---------- ------ ---- ..------ - - - - ------ ---------------------------------- ........... ------- ---- ------------- --- - -------- - --- ----------- .................................. A ----------- - - --------- P't -------------- ..................... ---------- ............... # --- - ---- - ------- ... ................... ....... . . .. . . ..... .......................... ...... ------ - ---- ....... ----------- - ----------------- - -- ----- - ------------ ------ -------------- ------------ ------------ ......... ..... .... .......... / .......... .......... f L5/' ... .. .. .... ... 7) ................. w ..... . .............. .............. A, 'A, A ----------- - ........ ... ............ 61 ................. ............... .............. ... ...... OEM . . . . . ........ w� ------------------------ --------------- -- - -- -- M -------------------------- gn� -------------------- ------- .................................... ---------- ------- -- - ---- ------- ---------- �0 ---- ---- ---------------- ---------------- - --- ----------------- — ------ 61 ............... ---- ......... 3 . . . . . ...... — ... .. .......... I . ........... ..... .................. ................... 1� _4 ................ ..................... .. .... ....... .............. __ .. .............. ........... OE .......... ................... -- ------------- - - - ---------- - - ..... ............ .................... 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A1.0 I iig;" , " =1_0 I 38 1- 8l, - --- --TOP ---- TOP OF ROOF SCREEN 305p' 2 T OF COPING AT STONE Al 32'- 8" _7p� TOP OF COPING 15'- 4'l SECOND FINISHED FLOOR 01-01, .............. - __ FIRST FINISHED FLOOR 1, _11' - oll �rr PARKING LEVEL FINISHED FLOOR 38' 8" ........ ..... .......... TOP OF ROOF SCREEN 35'. 2" TOP OF COPING AT STONE 32'- 8ll TOP OF COPING 15'. 4'l . .. ... .. ... 5 . E . C . 0 . N . D ........... FINISHED FLOOR O.-oll FIRST FINISHED FLOOR -11, - oll PARKING LEVEL FINISHED FLOOR EAST ELEVATION A1.0 11/8" = V-0" FIRST FINISHED FLOOR TOP OF ROOF SCREEN- 35'- 2" COPING AT STONE 32' - 8" TOP OF COPING A i " 15'- 4" • SECOND FINISHED FLOOR 0'-0" ............................... FIRST FINISHED FLOOR PARKING LEVEL FINISHED FLOOR EXTERIOR MATERIALS 01 MANUFACTURED STONE VENEER (SV-1) - CULTURED STONE, COUNTRY LEDGESTONE. (FINISH - ASPEN) 02 FIBER CEMENT PANEL (FC-1) - NICHIHA VINTAGE WOOD. (FINISH - REDWOOD) FIBER CEMENT PANEL (FC-2) - NICHIHA ILLUMINATION. (FINISH - LIGHT I BEIGFIBER CEMENT PANEL (FC-3) - NICHIHA RIBBED. (FINISH - LIGHT BEIGE, CUSTOM COLOR TO MATCH CENTRIA 997 PRISM YELLOW✓ ) FIBER CEMENT PANEL (FC-4) - NICHIHA ILLUMINATION. (FINISH - DARK BEIGE, CUSTOM COLOR TO MATCH 142 SURREY BEIGE) C6) FIBER CEMENT PANEL (FC-5) - NICHIHA RIBBED. (FINISH - DARK BEIGE, CUSTOM COLOR TO MATCH 14Z SURREY BEIGE) I" INSULATED GLAZING (IG-1) - PPG SOLARBAN 60 SOLAR CONTROL WITH LOW E GLAZING, (FINISH - OPTIGREY) QD I" INSULATED SPANDREL (IG-2) - PPG SOLARBAN 60 WITH ICD COATINGS. APPLY OPACI-COAT 300 TO THE FOURTH SURFACE OF THE GLASS. (FINISH - TO BE SELECTED BY ARCHITECT FROM MANUFACTURERS FULL RANGE) ARCHITECTURAL ALUMINUM COMPOSITE PANEL SYSTEM (MP-1) - ALPOLIC FR, ROUT AND RETURN WET SEAL ATTACHMENT SYSTEM OR ARCHITECT APPROVED EQUAL (FINISH - LIGHT BEIGE, CUSTOM COLOR TO MATCH CENTRIA 997 PRISM YELLOW) ARCHITECTURAL ALUMINUM COMPOSITE PANEL SYSTEM (MP-2) - ALPOLIC FR, ROUT AND RETURN WET SEAL ATTACHMENT SYSTEM OR ARCHITECT APPROVED EQUAL (FINISH - CHARCOAL TO MATCH ALUMINUM WINDOW FRAMING EXACTLY) 11 ARCHITECTURAL ALUMINUM COMPOSITE ll'GLAZING INFILL PANEL SYSTEM (MP-3) - GLAZEGUARD 1000FR BY CITADEL OR ARCHITECT APPROVED EQUAL (FINISH - CHARCOAL TO MATCH ALUMINUM WINDOW FRAMING EXACTLY) (12 22GA. 12"W. FLAT MTL. PANEL ROOF SCREEN - CENTRIA IW-10A OR ARCHITECT APPROVED EQUAL (FINISH - DARK BEIGE, 142 SURREY BEIGE), PROVIDE MATCHING COPING AND ALL REQD. TRIM PIECES. (13) .050 ALUMINUM PREFINISHED AND PREFABRICATED COPING. (FINISH - CUSTOM COLOR TO MATCH PRECAST, BUFF). JOINTS SHALL ALIGN WITH ADJACENT PANELS. SUBCONTRACTOR TO PROVIDE JOINTING PATTERN FOR REVIEW. (14 .050 ALUMINUM PREFINISHED AND PREFABRICATED COPING. (FINISH - CHARCOAL TO MATCH ALUMINUM FRAMING EXACTLY). JOINTS SHALL ALIGN WITH ADJACENT PANELS. SUBCONTRACTOR TO PROVIDE JOINTING PATTERN FOR REVIEW, 15 ALUMINUM STOREFRONT SYSTEM - KAWNEER TRIFAB VERSAGLAZE 45 1T OR ARCH ITECT AP P ROVED EQUAL. (FINISH - CHARCOAL). REFER TO STOREFRONT ELEVATIONS ON SHEET A5.0 FOR ADDITIONAL INFORMATION. (1'6) ALUMINUM CURTAIN WALL SYSTEM - KAWNEER 1600 SERIES OR ARCHITECT APPROVED EQUAL. (FINISH - CHARCOAL). REFER TO IONS N SHEET A5.0 FOR ADDITIONAL CURTAIN WALL ELEVAT O INFORMATION. 107 ALUMINUM SUNSHADE SYSTEM - KAWNEER VERSOLEIL 10" DEEP SINGLE BLADE, ZERO DEGREE ROTATION OR ARCHITECT APPROVED EQUAL. (FINISH - CHARCOAL) CONTRACTOR IS RESPONSIBLE FOR 18\ PREENGJNEERED ALUMINUM CANOPY SYSTEM, CANTILEVER BY MAPES ARCHITECTURAL CANOPIES OR ARCHITECT APPROVED EQUAL. (FINISH - CHARCOALTO MATCH ALUMINUM WINDOW FRAMING EXACTLY). (19 ARCHITECTURAL PRECAST CONCRETE - SMOOTH TROWELED FINISH BY VIRGINIA CAST STONE, INC. OR ARCHITECT APPROVED EQUAL. (FINISH - BUFF, SECTION 04720) PROVIDE QUIRK MITER AT ALL OUTSIDE CORNERS. 20 BESAM SL500 OHC FULL BREAKOUT BI-PARTING ALUMINUM SLIDING ENTRANCE DOOR W/ J." INSULATED GLAZING OR ARCHITECT APPROVED EQ. (FINISH - CHARCOAL TO MATCH ALUMINUM WINDOW FRAMING EXACTLY) SEE DOOR SCHEDULE SHEET ASA FOR ADD'L INFO. (il) ALUMINUM FRAMED SWINGING ENTRANCE DOOR W/ I" INSULATED GLAZING - KAWNEER 190 NARROW STILE OR ARCHITECT APPROVED EQUAL. (FINISH - CHARCOAL) SEE DOOR SCHEDULE SHEET A5.1 FOR ADDT INFO. EXTERIOR ELEVATION LEGEND MANUFACTURED STONE VENEER (SV-1) FIBER CEMENT PANELS, WOOD LOOK (FC-1) ----------------- - I FIBER CEMENT PANELS, SMOOTH (FC-2) FIBER CEMENT PANELS, RIBBED FC-3) ............ FIBER CEMENT PANELS, SMOOTH (FC-4) FIBER CEMENT PANELS, RIBBED (FC-5) ARCHITECTURAL PRECAST CONCRETE • ALUMINUM COMPOSITE METAL PANEL SYSTEM (MP-1) ALUMINUM COMPOSITE METAL PANEL SYSTEM (MP-2) I" INSULATED GLAZING (IG-1) I" INSULATED SPANDRELGLAZING (IG-2) ALUMINUM COMPOSITE GLAZING INFILL PANEL (MP-3) ox EXTERIOR MATERIAL TAG, THIS SHEET ONLY XX BUILDING SECTION TAG, SEE SHEETS A3.0 X XX.e xx; WALL SECTION TAG, SEE SHEETS A3.1 - A3.X X wF WINDOW TYPE TAG, SEE SHEET A5.0 cJ CONTROL JOINT B.O.D. BASIS OF DESIGN FLOOR ARCHITECTURAL ELEVATIONS SHOWN FOR ILLUSTRATIVE PURPOSES ONLY, NOT TO SCALE 0 (f) (f) (j) (f) z 2! z z Lu w w Lu u U) w 0000 0 u u u u 02! > 0000 Lu U U U U c:) c:) 0 c:) N N N N Lu 0 c:) 0 c:) c\I (14 N N < N It N CO ICI) JCD I C:) I ZI I DATE 1112512019 DRAWN BY K. MELLON DESIGNED BY K. MELLON CHECKED BY C. KOTARSKI SCALE NIA O JOB NO. 43567 SHEET NO. 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Designed for ground mounting. Poles are stocked nationwide for quirk shipment. Protective packaging ensures poles arrive at the job site good as new. Color: Bronze Weight: 136.7 Ibs Technical Specifications Listings Weight: CSA Listed: 137 Ibs Suitable for wet locations Gauge: Construction Shaft: Wall Thickness: 46,000 p.s.i. minimum yield. 1181, Hand Holes: Shaft Size: Reinforced with grounding lug and removable cover 4" Base Plates: Hand Hole Dimensions: Slotted base plates 36,000 p.s.i. 3" x 5" Shipping Protection: Bolt Circle: All poles are shipped in individual corrugated 8 1/2" cartons to prevent finish damage Base Dimension: Color: 61 Bronze powder coating Height: 20 FT ............ ...... ...... ........ .............................................. ... Project:Type: µ �Bea�rer Creep ' 1S1, S2: Prepared BY AJR................ .......< Irk Anchor Bolt: Galvanized anchor bolts and galvanized hardware and anchor bolt template. All bolts have a 3" hook. Anchor Bolt Templates: WARNING Template roust be printed on IT' x 17" sheet for actual size. CHECK SCALE BEFORE USING. Templates shipped with anchor bolts and available online. Pre -Shipped Anchor Bolts: Bolts can be pre -shipped upon request for additional freight charge Max EPA's/Max Weights: 70MPH 10.7 ft./360 lb. 80NAIPH 7.0 ft./350 lb. 90MPH 4.3 ft./350 lb. 100MPH 2.5 it./350 lb. 110MPH 1.1 ft./350 lb, 120MPH 0A ft./3401b Other Terms of Sale: Pole Terrns of Sale is available online. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Need help? Tech help line: (888) 722-1000 Email: custserv@rabligliting.coni Website: www.rabligtititig.com Copyright q 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at anytime without notice Page 1 of 2 STANDARD LIGHTING NOTE EACH OUTDOOR LUMINAIRE EQUIPPED WITH A LAMP THAT EMITS 3,000 OR MORE INITIAL LUMENS SHALL BE A FULL CUTOFF LUMINAIRE AND SHALL BE ARRANGED OR SHIELDED TO REFLECT LIGHT AWAY FROM ADJOINING RESIDENTIAL DISTRICTS AND AWAY FROM ADJACENT ROADS. THE SPILLOVER OF LIGHTING FROM LUMINAIRES ONTO PUBLIC ROADS AND PROPERTY IN RESIDENTIAL OR RURAL AREAS SHALL NOT EXCEED ONE HALF FOOTCANDLE. NOTES THIS SHEET [j]FIXTURE MOUNTED ATS'-0"ABOVE FINISHED GRADE. Fall an] an] O , & �10 LLF LIGHT LOSS FACTOR FC FOOTCANDLE AVG AVERAGE MAX MAXIMUM MIN MINIMUM TYP TYPICAL LION UNLESS OTHERWISE NOTED GRAPHIC SCALE: 1" = 20'-0" � �N ,TH OFI'I p � rJAMdErS E. BA KLEY R JR. 9 Lie. No. 043854 'Po 6112120 IQIS��,t0 NAL M !_ O p � V N � N > E w v 9 QLL3 6L O 10 � a � M � J U W Lu J W N N V M O X J � � Uj Ln c Ui O rnN a M CL ow �.o 17- Ui O _ 0 LU W_ _ U Q z O rn > 00 #191101 z 0 to to to to a z z z z W W W W U LU 0000 p U U U U 00 z z z z > > > > '-' 0000 W U U U U O O O O N N N N W 0 0 0 0 N N N N Q p O N rr) N N N 000 O O O O 7TIM'. 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN 'An W z U Q 1__ I 0- ILL LL, Q LL1 Oz w u _I J � �z U z F- H = _ O 0 w J WJ a 0 w W m Q Q ' J W J LU <C 1011� U U W i a W m JOB NO 43567 SHEET NO. SE1.0 L Low profile, low glare. Edge -lit technology unlike any other. Color: Bronze Weight: 15.0 lbs Listings LED Characteristics UL Listed: Lifespan: Project: .BeaverlCreek IMOB Prepared By. AJ R Type: IS2 Driver Info LED Info Type Constant Current Watts 94W 120V 0.83A Color Temp 3000K (Warm) 208V 0.48A Color Accuracy 83 CRI 240V 0.42A L.70 Lifespan 100,000 277V 0.36A Lumens 10,207 Input Watts 93.3W Efficacy 109.4 Im1W Suitable for wet locations 100,000-hour LED lifespan: based on IES LM-80 IESNA LM-79 & IESNA LM-80 Testing results and TM-21 calculations at 25'C RAB LED luminaires have been tested by an LEDs' independent laboratory in accordance with Long -life, high -efficacy, surface -mount LEDs IESNA LM-79 and LM-80 Color Stability: Title 24 Compliant: LED color temperature is warrantied to shift no An IVELOT edge -lit area light can be used with a more than 200K in color temperature over a 5- motion sensor or photocell control option to year period comply with 2016 Title 24 Part 6 Section 130.2 Color Uniformity: (a,b,v) Dark Sky Conformance: RAB's range of Correlated Color Temperature follows the guidelines of the American National Conforms to (allows for conformance to) the Standard for Specifications for the Chromaticity requirements for the IDA's "Fixture Seal of of Solid State Lighting (SSL) Products, ANSI Approval" as of March 1, 2016, C78.377-2017. DLC Listed: Construction ................................................................................................................. This product is on the Design Lights Consortium IP Rating: (DLC) Qualified Products List and is eligible for Ingress Protection rating of IP66 for dust and rebates from DLC Member Utilities. DLC Product Code: P3DPYWT2 water Cold Weather Starting: Minimum starting temperature is -40°C (•40°F) Maximum Ambient Temperature: Suitable for use in 40'C (104'F) Housing: Precision die-cast alurinum IES Classification: The Type IV distribution is especially suited for mounting on the sides of buildings and walls, and for illuminating the perimeter of parking areas. it produces a serniCircular distribution with essentially the same candlepower at lateral angles from 90' to 270°. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www,rablighting.com Copyright C 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Low profile, low glare. Edge -lit technology unlike any other. Color: Bronze Weight: 15.0 Ibs Page 1 of 3 Project: i rBeav Creek MOB'; er Prepared By Type:.......: jS1 Driver Info LED Info Type Constant Current Watts 94W 120V 0.83A Color Temp 3000K (Warm) 208V 0.48A Color Accuracy 81 CRI 240V 0.42A L.70 Lifespan 100,000 277V 0.36A Lumens 9,588 Input Watts 91.10W Efficacy 105.2 irr/W Technical Specifications Listings.. _........ »..................... LED Characteristics UL Listed: Lifespan: Suitable for wet locations 100,000-hour LED lifespan based on IES LM-80 IESNA LM-79 & IESNA LM-80 Testing: results and TM-21 calculations at 25'C RAB LED luminaires have been tested by an LEDs: independent laboratory in accordance with Long -life, high -efficacy, surface -mount LEDs IESNA LM-79 and LM-80 Color Stability: Title 24 Compliant: LED color temperature is warrantied to shift no An IVELOT edge -lit area light can be used with a more than 200K in color temperature over a 5- motion sensor or photocell control option to year period comply with 2016 Title 24 Part 6 Section 130.2 Color Uniformity: (a,b,v) RAB's range of Correlated Color Temperature Dark Sky Conformance: ollows the guidelines of the American National Conforms to (alloys for conformance to) the Standard for Specifications for the Chromaticity requirements for the IDA's "Fixture Seal of of Solid State Lighting (SSL) Products, ANSI Approval" as of March 1, 2016, C78.377-2017, DLC Listed: Construction This product is on the Design Lights Consortium IP Rating: (DLC) Qualified Products List and is eligible for rebates from: Dl.0 Member Utilities. DLC Product Ingress Protection rating of IP66 for dust and Code: PANS9V5R water Cold Weather Starting: Minimurn startingtetuner tore is -40°C (10a F ) Maximum Ambient Temperature: Suitable for use in 40'C (104°F) Housing: Precision die-cast aluminum IES Classification: The Type Ill distribution is ideal for roadway, general parking, and other area lighting applications where a larger pool of lighting is required, it is intended to be located near the side of the area, allowing the light to project outward and fill the area, r Need help? Tech help line: (888) 722-1000 Email:custserv@rablighting.com Website: www.rabligliting.com v r subject to change at an time without notice ' Rights Reserved Note: Specifications a e c Copyright C 2020 RAB Lighting All R g s es) g y Page 1 of 3 Construction ........................................................................................................ Green Technology: Optical Mounting: (Mercury and UV free, RoHS-compliant BUG Rating: Universal pole adapter components. B3 UO G3 Lens:................................. Other ................................................................................. Electrical Diffused Polymethyl Methacrylate (PPAMA) Equivalency : .............................................................................................................. Driver, Effective Projected Area: Equivalent to 250W Pulse Start Meta Halide Class 2, 50/601-1z, 120-277V, 4kV standard, 10k7 EPA = 0.61 Warranty: optional Finish: RAB warrants that our LED products will be free THD: from defects in materials and workmanship fora 5.18% at 120V, 9.23% at 277V Formulated for high durability and long-lasting period of five (5) years from the date of delivery color to the end user, including coverage of light Power Factor: output, color stability, driver performance and 99.8% at 120V, 96.7% at 277V fixture finish. RAB's warranty is subject to all terms and conditions found at fabi igt?tino _com1.warranty., Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA), Please contact customer service to request a quote for the product to be made BAA compliant. PIM 15, I g< 22Smm 3' iGmm 457m!R Features 0-10V Dimming, standard 100,000-Hour LED lifespan r r ,_ obit h� rn .com Website: www,rablrc }ttm .com n� -1000 Email: custsery r t Need help? Tech help line: 888 722 P p f } @ g g .I g Copyright C 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 Technical Specifications (continued) Construction .... ......., ... Green Technology: Electrical Mounting: P t Mercury and UV free. RoHS-cornplian Driver: Universal pole ado ter p p components. Class 2., 50/60Hz, 3.20-2.77V, 4kV standard, 10kV Other optional Lens: ................................................................................................ Diffused Polymethyl Methacrylate (PMMA) Warranty: THD: Effective Projected Area: RAB warrants that our LED products will be free 4.51% at 120V, 8.86% at 277V from defects in materials and workmanship fora Power Factor: EPA = 0.61 period of five (5) years from the date of delivery Finish: to the end user, including coverage of light 99.8% at 120V, 96.3% at 277V output, color stability, driver performance and Formulated for high durability and long-lasting fixture finish, RAB's warranty is subject to all color terms and conditions found at rablighting eomlw rrant .. Buy American Act Compliance: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy American Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Optical.................................................. BUG Rating: ............ .............................. ....................................................... .............................. B3 UO G3 ................................................................................................... ....................................... .......................... ................................. ........................................................ ,. Dimensions 25^ 435mri � ---�• t wa?i?lin- 3^ a :02tnrn 7Gmm 453m,Ri Features 0-10V Dimming, standard 100,000-Hour LED lifespan Need help? Tech help `line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rabligliting.com Copyright C- 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 Ordering Matrix Family Distribution Lumen Output Mounting CRI/Color Temp Finish Voltage/Driver Sensor Options Lightcloud Option lVA -f4 100L PA 730 Z U T2 =Type II 45L = 4,500 PA = 750 = 70CRI i =Bronze U = 120-277V 0-10V Blank = No Blank No T3 = Type Ill lumens (38W) Universal Pole 5000K W = White Dimming Options Lightcloud k) T4 = Type IV 75L = 7,500 Adapter 740 = 70CRI G = H = 347-48OV, /WS = 8ft lens /LC = T5S = Type V lumens (67W) WM = Wall 4000K Roadway 0-10V Dimming Wattstopper Lightcloud@ Square 100L = mount 730 = 70CRI Gray /WS2 = 20ft Controller FT = Forward 10,000 SF = Slipfitter 3000K K = Black lens Wattstopper Throw lumens (94W) /WS4 = 40ft 130L = lens Wattstopper 13,000 /7PR = 7-Pin lumens receptacle (117W) Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rabligliting.com Copyright C) 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 Ordering Matrix Family Distribution Lumen Output Mounting CRI/Color Temp Finish Voltage/Driver Sensor Options Lightcloud Option IVA T3 100E PA 730 Z U T2 =Type 11 4SL = 4,500 PA = 750 = 70CRI 2 = Bronze U = 120-277V 0.10V Blank = No Blank = No T3 = Type Ill' lumens (38W) Universal Pole 5000K W = White Dimining Options Lightcioud@ T4 =Type IV ° 75L = 7,500 Adapter 740 = 70CRI G = H = 347-48OV, /WS = 8ft lens /LC = T5S = Type V lurnens (67W) WM = Wall 4000K Roadway 0-10V Dimming Wattstopper Lightcioud@ Square' 100L = mount 730 = 70CRI Gray /W52 = 20ft Controller z FT = Forward 10,000 SF = Slip€fitter 3000K K = Black lens Wattstopper Throw' lumens (94W) /WS4 = 40ft 130L = lens Wattstopper 13,000 /7PR = 7-Pin lumens receptacle (117W)' 'Applies to Type IV, V Square 'Applies 120-277V All values are nominal with -*/- 10% tolerance. See spec sheet for more details. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.coni Website: www.rabligliting.com Copyright ri ht C? 2020 RAB Lighting 9 htin All Rights Reserved Note: Specifications are subject to change at any time without notice Pa ge :3 #:r jf"k:::::z::»` yk-1,I ICALLEC7?ALENGINEERS: f1f;Vi`:�d� tL.'T^-E<NC7tr1E:r":f2t1±1;",.C:f�R.3: N1,,TH OF yI JAMES E. BARKLEY, JR. Lic. No. 043854 �, s 6112120 i' 1 s I ONAL � M E 0 0 U N N > E w 6E +, I_ N v 3 ¢ iy 3 V- LU fo —1 in J U 00 wJ—Ui M a � N N LU QJ M O 0 X LL o a Z) r= _U>° 1— ¢ s= Ln 4.1 N v M a �i- 00 J C) H #19110 z 0 cn cn to to rz zzzz H W W W W W O O O O 0 0 0 U U , z z z z U) D O D D 0 0 0 0 W U U U U rY 0 0 0 0 N N N N W O O CD O O N (n N N d\N0000 O O O O DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE N/A z ^H s of U G W > 0 m LL1 L a�i N O ■V' 2- Q c 0 U ar N_ Q 0 ar z � o m w r� EU m WEU `o H 0 W 0 0 � W W J ar CL a �o rY u o O W ` Z m so Q� m w E o c o o c W cot W �3: Z a O aNi � a ' ` g x X N o 0 / 0 C o •� W > o I�7 \ N 2 ' U O O U i:-: 2 � N W NO yN_, U = O N E � 7 O U � O - U � N � U 9 JOB NO. N o N •- O U 2 43567 (u(n � U SHEET NO. Q o SE5.0 E L- Ultra -high efficiency LED 18 Watt wall pack, patent -pending thermal management system. 100,000 hour L70 lifespan, 5-year, no -compromise warranty. Color: Bronze Weight: 7.5 Ibs Technical Specifications Listings UL Listed: Suitable for wet locations. Suitable for mounting within 1.2m (oft) of the ground. DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. DLC Product Code: PO0001767 IESNA LM-79 & LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM 79 and LM 80 LED Characteristics Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations LED: Multi -chip, high -output, long -life LED Project: Type: Ype IBeaver ;Creek (V1QB' S3 Prepared By- -:::::.,.. Date: ., i 8112 Driver Info Type Constant Current 120V 0.17A 208V 0.11A 240V 0.09A 277V 0,08A Input Watts 20.7W Color Consistency: 3-step Mac Adam Ellipse binning to achieve consistent fixture -to -fixture color Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over, a 5- year period Color Uniformity: RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2a1T Construction Maximum Ambient Temperature: Suitable for use in 40'C (1041) Cold Weather Starting: Minimum starting temperature is -40°C (•40'F) Watts 18W Color Ternp 3000K (Warm) Color Accuracy 70 CRI L70 Lifespan 100,000 Lumens 2,461 Efficacy 118.9lm/UV Thermal Management: Superior heat sinking with external Air -Flow fins Finish: Our environmentally friendly polyester powder coatings are formulated for high -durability and long-lasting color Reflector: Semi-specular, vacuum-metalized polycarbonate Gaskets - High -temperature silicone gaskets Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.coni Website: www.rablighting.com Copyright O 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice LED lots?/ & 13 Wail packs. patent -pending thermal management system?, 100,0010 hour L70 lifespan. 5-year, no-comprorise warranty. Color: Bronze Weight: 3.3 Ibs UL Listed: Suitable for Wet Locations as a Downlight. Suitable for Damp Locations as an Uplight. Wall Mount only. Suitable for Mounting within 4ft, of ground. IESNA LM-79 & IESNA LM-80 Testing: RAB LED luminaires and LED components have been tested by an independent laboratory in accordance with IESNA LM-79 and LM-80. DLC Listed: This product is on the Design Lights Consortium (DLC) Qualified Products List and is eligible for rebates from DLC Member Utilities. DLC Product Code: P5NSZO2C LED Characteristics Lifespan: 100,000-hour LED lifespan based on IES LM-80 results and TM-21 calculations Color Consistency: :3-step MacAdam Ellipse binning to achieve consistent fixture -to -fixture color Project: Type: £Beaver Creek'MOB', iS4 Prepared By: Date: AJR 58/12) Driver Info Type Constant Current 120V OAA 208V 0.07A 240V 0.06A 277V 0.05A Input Watts 12.40W Color Stability: LED color temperature is warrantied to shift no more than 200K in color temperature over a 5- year period Color Uniformity: RAB's range of Correlated Color Temperature follows the guidelines of the American National Standard for Specifications for the Chromaticity of Solid State Lighting (SSL) Products, ANSI C78.377-2017, Lumen Maintenance: The LED will deliver 70% of its initial lumens at 100,000 hours of operation Construction Finish: Formulated for high durability and long-lasting color Cold Weather Starting: Minimum starting temperature is -40'C (-40'F) Page 1 of 3 Watts low Color Temp 3000K (Warm) Color Accuracy 74 CRI L70 Lifespan 100,000 Lurnens 1,198 Efficacy 96.6lm/W Maximum Ambient Temperature: Suitable for use in 40`C (104°F) Housing: Precision die-cast aluminum housing, lens frame Mounting: Surface plate and junction box Green Technology: Mercury and UV free. RoHS-compliant components. Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rabligliting.com Copyright n 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 1 of 2 ...................................................................................................................................... Technical Specifications (continued) Construction .................................................................. Patents: Optical Housing: The design of WPLED18 is protected by US BUG Rating: Die-cast aluminum housing, lens frame and patent D608,040, Canada patent 138280, and China patentCN301649064S B1 UO GO mounting arrr? Electrical Warranty: ......................................................................................................... Mounting: RAB warrants that our LED products will be free Driver - Heavy -duty mounting arm with "0" ring seal & from defects in materials and workmanship for a Constant Current, Class 2, 100-277V, 50/60 Hz, stainless steel screws • period of five (5) years from the date of delivery Y 4 kV surge protection, 5OOmA, 100-240VAC: Green Technology: to the end user, including coverage of light 0.3-0.15A, 277VAC: 0.15A, Power Factor: 99% Mercury and UV free. RoHS compliant output, color stability, driver performance and THD. fixture finish. RAB's warranty is subject to all components. terms and conditions found at 9.77% at 120V, 18.41% at 277V !other _...-........__..._................_.._...._.--__-.-........,.wM____.. rraW_ght��l.�y rrantx Power Factor: Equivalency: Replacement: 99.2% at 120V, 91.5% at 277V Equivalent to lOOW Metal Halide Replaces 150W Metal Halide Buy American Act Compliance: RAS values USA manufacturing! Upon request, RAB may be able to manufacture this product to be compliant with the Buy Arnerican Act (BAA). Please contact customer service to request a quote for the product to be made BAA compliant. Dimensions --------------------- CCargsrai'v_tt c _. Iwml '1:5Y_i -. r l T.I A :s%=4 5 s Ccrrgwazcn PN . I r A V emu, f. Features Ultra -high efficiency LED 18 Watt wall park Replaces 150W Metal Halide Wall packs 100,00-Hour LED Lifespan 5-Year, No -Compromise Warranty Need help? Tech line: (888) 722-1000 Email: I' ht'm 9.cam debsrte: www.rahir htrn .com Copyright 0 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 3 ..................................................................................................................................... Technical Specifications (continued) Construction ................................................. Power Factor: Equivalency: Gaskets: 98.5% at 120V, 92.1% at 277V Equivalent to 70W Metal Halide High -temperature Silicone Other - _...: Buy American Act Compliance: Electrical Patents: RAB values USA manufacturing! Upon request, RAB may be able to manufacture this product to Driver: The design of the LPACK is protected by U.S. be compliant with the Buy American Act (BAA), Multi -chip 10W high output long life LED Driver D604,004 and patents pending in Canada, Please contact customer service to request a Constant Current, Class 11, 120V-24OV, 50/60/ China and Taiwan. China quote for the product to be made BAA Hz, 350rnA Warranty: compliant. THD: RAB warrants that our LED products will be free Optical ................................................................................................................. 10.8°io at 120V, 13.8"f° at 277V from defects in materials and workmanship for a period of five (5)) years from the date of delivery BUG Rating: g° to the end user, including coverage of light 81 UO GO output, color stability, driver performance and fixture finish. RAB's warranty is subject to all terms and conditions found at rash ti n g, co m r'iw a rra n ty.. rq .. (�rffl�c I i ....... 1 ......... , -4 a i rluntion Box Mount l Configuration (i21.76j 2$ 2 2a 153.671 fi r r I 1295s1 i f b I(( {' I ga l . (r2a.�9j Features High performance LED light engine Maintains 70% of initial lumens at 100,000-hours Weatherproof high temperature silicone gaskets Superior heat sinking with die cast aluminum housing and external fins 5-Year, No -Compromise Warranty ............. .................................................................................................... .................................... .................... : Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rabligliting.com Copyright P 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 2 of 2 Ordering Matrix Family Wattage Color Temp Finish Emergency Battery Backup Options Other Options 1 Y W PLED 8 ................................. i...............,..................................................................... ............................... .. ........................................ ......................................................: 18 = 18W Blank = 5000K (Cool) Blank = Bronze Blank = No Battery Backup Blank = No Option Blank = Standard N = 4000K (Neutral) W = White /E = Standard Battery Backup /PC5 = 120V Swivel USA = BAA Compliant Y = 3000K (Warm) /EC = Battery Backup with Cold Photocell Start /PC = 120V Button Photocell /PC2 = 277V Button Photocell Need help? Tech help line: (888) 722-1000 Email: custserv@rablighting.com Website: www.rabligliting.com Copyright 0 2020 RAB Lighting All Rights Reserved Note: Specifications are subject to change at any time without notice Page 3 of 3 ....... Aec4rtAta(GAt f;#;�GrRt4'rlt £�: r AcNi?5. �utnr;�£r, r�:tr� � •�>v rrl�m rani ��. ce�n.? JAMES E. BARKLEY, JR. 9 Lie. No. 043854 1 �o�, S 8/ 12120 SIGNAL M E 0 0 M U N N � E w U a) 3 o� U.aLL. i n � O to _I Q J U 00 LU J — Ln tti W N N Z LZ 4 X �- Ln s= U j I- rn N vM a� 00 J U) rY 0 U Z) O rY F- 0 W W U Q z O H rn 0 #19110 z O u7 to to cn I— azzzz LU W W W U � �;;- 2: Z Z W O O O O p U U U U zo rr�� z z z z — 0000 W U U U U t� O 0 0 O N N N N W o 0 0 0 O N M N N It N 00 010 0 0 DATE 1112512019 DRAWN BY A. ROWE DESIGNED BY A. ROWE CHECKED BY 1. STUTZMAN SCALE N/A s N U L N > 0 m W 3 a) N O Q H T c L 0 a) N_ Q oZZ o N LL < = H rn \ � a C (0 UJ....W UZ 0 •� O H p W Q o U W W —I D m Q 0o W XoO W _ °Z m -o Q T � � o w c c � � c W W U3 z N O ( 1 �� o w r-:5 / o o re Q .3 L1J Q m N a U a a'D o U « i in W `� n U � O N E -0 ='_ O U _ JOB NO. 0 o (n ._ (6 U .43567 N c O U SHEET NO. CL o SE5.1 E L_