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HomeMy WebLinkAboutSDP201900035 Plan - Approved Major Amendment, Final Site Plan 2019-10-25F BANK (G5) UV gin 1:01is a a 011210- 1 ic I IN] N I SHEET No. DRAWING No. TITLE 1 OF 15 C-1 COVER SHEET 2 OF 15 C-2 GENERAL NOTES, LEGEND, & ABBREVIATIONS 3 OF 15 C-3 GENERAL NOTES - EARTHWORK 4 OF 15 C-4 EXISTING CONDITIONS & DEMOLITION PLAN 5 OF 15 C-5 SITE LAYOUT PLAN 6 OF 15 C-6 GRADING & UTILITY PLAN (NOT IN SET) (NOT IN SET) $ nr 41; ^ 7 F-RGSIGN & S&PIMS-"r,'-T--GQ41TRQ11 WARRATI•VE (NOT IN SET) 48 G 4. SEDIMENT- GONTIR9 191 AAI EIRGSIGN 9 GF (NOT IN SET) (NOT IN SET) 12 OF 15 C-11 DRAINAGE AREA MAP & STORM DRAIN PROFILE 13 OF 15 C-12 SITE DETAILS 14 OF 15 C-13 SITE DETAILS 15 OF 15 C-14 LANDSCAPE PLAN APPENDIX 1 OF 2 M PHOTOMETRIC PLAN 2 OF 2 M2 PHOTOMETRIC CUT SHEETS SOURCE THIS IS OF TITLE: A PORTION OF THE SAME PROPERTY IDENTIFIED AS TAX MAP PARCEL 61 W-3-19A (PARCEL 1) CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER LLC (PREVIOUS OWNED BY ALBEMARLE PLACE EAAP, LLC) BY THAT CERTAIN DEED DULY RECORDED IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DEED BOOK 4857, PAGES 503-511. NOTES: 1. THE PURPOSE OF THESE PLANS IS TO SHOW THE SITE IMPROVEMENT MODIFICATIONS REQUIRED FOR COMMERCIAL BUILDING G5 FOR THE STONEFIELD DEVELOPMENT ON BLOCK G. 2. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. 3. 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 ZONING DISTRICTS SHALL NOT EXCEED ONE HALF FOOTCANDLE. MAJOR SITE PLAN AMENDMENT DOTES: 1. REFER TO "STONEFIELD BLOCK G FINAL SITE PLAN AND VSMP PLAN" SDP 2014-00065 AND WPO 2014-00102 FOR ADDITIONAL INFORMATION INCLUDING BUT NOT LIMITED TO GENERAL NOTES AND DETAILS, STORM DRAINAGE AREA MAPS AND CALCULATIONS, EROSION AND SEDIMENT CONTROL, AND LANDSCAPING DETAILS AND CALCULATIONS. 2. STORMWATER MANAGEMENT FOR THE LAND MASS ENCOMPASSED WITH THIS PLAN ARE PROVIDED WITH THE WPO 2014-00102, WPO 2010-00023, WPO 2013-69 AND SDP 2014-00065. THIS PLAN IS IN CONFORMANCE WITH THOSE REQUIREMENTS FOR QUANTITY AND QUALITY CONTROLS AS WELL AS MS-19. 3. PARKING COUNTS HAVE BEEN UPDATED TO REFLECT THESE IMPROVEMENTS. 4. PARKING LOT LIGHTING HAS NOT CHANGED. 5. ADDITIONAL PARKING FOR THE BANK IS PROVIDED WITHIN THE BLOCK G PARKING LOT. 6. THIS SITE IS SUBJECT TO PROFFERS PER ZMA 2001-0007. 7. THIS SITE IS SUBJECT TO WAIVERS/MODIFICATIONS PER SDP 2014-0065. 8. PUBLIC WATER & SEWER IS PROVIDED TO THIS SITE THROUGH THE ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA). 9. DRIVE-THRU USE PERMITTED THROUGH SPECIAL EXCEPTION REQUEST, APPROVED BY THE BOARD OF SUPERVISORS ON JULY 17, 2019 1 ADDRESSED COUNTY COMMENTS 2 ADDRESSED COUNTY AND ACSA COMMENTS NO. SHEET JDB 7/31/19 SCH 9/3/19 BY I DATE I NO. SHEET ALBEMARLE COUNTYVIRGINIA SDP 2019-00035 AMENDMENT TO SDP 2014-0065 WPO 2014-00102 ZMA 2001-0007 ZMA 2008-0033 ZMA 2011-0004 ZMA 2011-0007 ZMA 2013-00009 VICINITY MAP SCALE: 1 "=2000' ALBEMART,F, COUNTY DFPARTMF,NT APPROVAT,- APPROVALS DATE DEPARTMENT OF COMMUNIT DEVELOPMENT PLANNING/ZONTNC4 ENGINEER p INSPECTIONS ARB f' DEPARTMENT OF FIRE & RESCUE 191116119 ALBERIVMARLE COUNTY SERVICE AUTHORITY Ub.0 4 K ie)17111 VIRGINIA DEPARTMENT OF TRANSPORTATION Im HEALTH DEPARTMENT BY I DATE Lie. 267 pi Irv. �s�lolvatE��1 k4yummilld +' OCT STONEFIELD PROPERTY OWNER LLC C/O O'CONNOR CAPITAL PARTNERS LLC 535 MADISON AVENUE, 6TH FLOOR NEW YORK, NY 10022 ATTN: OJAS DESAI EMAIL: ODESAIOOCONNORCP.COM WW ASSOCIATES, INC 3040 AVEMORE SQUARE PLACE C HAR LOTTESVI LLE, VA 22911 (434) 984-2700 ATTN: HERBERT F. WHITE III, P.E. EMAIL: HWHITEOWWASSOCIATES.NET r VOK P14- F'evieVv'd and A;�proved by tt•re C, rr;, unit DeUetai:rnent Department ��'L_r_L Siyna,ture SOURCE OF TITLE: THE PROPERTY AS SHOWN ON THIS PLAN IS THE PROPERTY CONVEYED UNTO OCT STONEFIELD PROPERTY OWNER, LLC BY THAT CERTAIN DEED DULY' ON RECORD IN THE CLERK'S OFFICE OF THE CIRCUIT COURT OF THE COUNTY OF ALBEMARLE, VIRGINIA IN DB 4857, PGS 503-511 AND IS INDICATED AS TAX MAP PARCEL TMP 61 W-3-19A. SOURCE OF BOUNDARY SURVEY: WW ASSOCIATES, INC DATED: MAY 29, 2013 SOURCE OF TOPOGRAPHY: WW ASSOCIATES, INC BY FIELD SURVEY PERFORMED ON: APRIL 08, 2019 COUNTY, STATE: ALBEMARLE COUNTY, VA MAGISTERIAL DISTRICT: JACK JOUETT WATER PROTECTION AREA: N/A (NON -WATER SUPPLY WATERSHED) TAX MAP/PARCEL: TIC 61W, PARCEL 3-19A ZONING: NMI) (NEIGHBORHOOD MODEL DISTRICT) OVERLAY DISTRICT: ENTRANCE CORRIDOR & AIRPORT IMPACT AREA EXISTING USE: VACANT PROPOSED USE: BANK TRASH: ON -SITE DUMPSTER (EXISTING) MAXIMUM NUMBER OF EMPLOYEES: 4 YARD REQUIREMENTS: THERE ARE NO MINIMUM OR MAXIMUM LOT WIDTHS OR DEPTH REQUIREMENTS. PROPOSED BUILDING HEIGHT (G5): 26' MAX. BUILDING GROSS AREA: 38,090 SF PROPOSED LAND USE SCHEDULE: TOTAL PARCEL 918,093 SQ FT (21.08 AC.) TOTAL BLOCK G 210,807 SQ FT (4.84 AC.) 1007. BUILDINGS (FOOTPRINT) 38,090 SQ FT (0.87 AC.) 18.1 % ROADS/PARKING 94,720 SQ FT (2.17 AC.) 45.0% GREEN SPACE 62,760 SQ FT (1.44 AC.) 29.8% CIVIC SPACE 15,237 SQ FT (0.35 AC.) 7.2% IMPERVIOUS AREA 148,047 SQ FT (3.40 AC.) 70.2% NOTES: 1) OPEN SPACE IS SUBSTITUTED WITH GREEN SPACE AND CIVIC SPACE IN ACCORDANCE WITH THE CODE OF DEVELOPMENT. 2) CIVIC SPACE AND GREEN SPACE AREAS MAY OVERLAP AND ARE INDEPENDENT ENTITIES. 3) CIVIC SPACE AND ROADS/PARKING AREAS BOTH INCLUDE CROSSWALK AREAS. 4) GREEN SPACE AND ROADS/PARKING AREAS BOTH INCLUDE PARKING ISLANDS. 5) BECAUSE OF THE OVERLAP IN AREAS, MENTIONED ABOVE, THE TOTAL AREA IS NOT A SUM OF THE INDIVIDUAL AREAS. 6) THE GREEN SPACE AND CIVIC SPACE AREAS DO NOT INCLUDE THE EXISTING TREE LAWN AND SIDEWALK ON THE NORTHERN SIDE OF BLACKBIRD LANE SINCE THEY WERE CONSTRUCTED WITH THE STONEFIELD TOWN CENTER. BUILDING G5 REQUIRED PARKING (TOTAL): 13 SPACES (2,880 GLA/1,000=2.88, 2.88*4.5=12.96) BUILDING G5 PROVIDED PARKING (TOTAL): 8 (INCLUDES 1 HANDICAPPED SPACE) BLOCK G REQUIRED PARKING (TOTAL): 172 SPACES (38,090 GLA/1,000=38.09, 38.09*4.5=171.41) BLOCK G PROVIDED PARKING (TOTAL): 216 EXISTING + 8 PROVIDED = 224 (INCLUDES 9 HANDICAPPED SPACES) (INCLUDES 48 SPACES FROM BLOCK F+G SITE PLAN) (ADDITIONAL PARKING REQUIRED FOR BULDING G5 IS PROVIDED IN THE EXISTING BLOCK 6 PARKING LOT) DESIGNED BY: PROJECT. JDB STONEFIELD TOWNCENTER ENGINEERS DRAWN BY: C&F BANK, BLOCK G SURVEYORS NMSIDSB ALBEMARLE COUNTY VIRGINIA PLANNERS TITLE. SOCIATE DINR BY: COVER SHEET Hrtiv PO Box dl 19 3010 Av t. Place WWA NUMBER: FILE NAME. DISCIPLINE: SCALE: DATE: Lynchburg, VA 24502 CharlonesvillilleVA d291I /��/% Phone. d3�J.31 Phone: =t34.98=1.2700 C L H: AS SHOWN 5114119 evwwmwrv.ev%vassnciates.net 217036.04 703604C_CS-l.dwg -- --- ---- V. N/A SET REV. NO. 2 DRAWING NUMBER: C- SHEET NUMBER: 1 of 15 u GENERAL CONSTRUCTION NOTES FOR SITE PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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 CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL.• VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR EROSION AND SEDIMENT CONTROL PLANS (SOURCE: ALBEMARLE COUNTY ENGINEERING & PUBLIC WORKS POLICIES) 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 SPECIFICATION OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK AND VIRGINIA REGULATIONS VR 625-02-00 EROSION AND CONTROL SEDIMENT REGULATIONS. 3. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO OR AS THE FIRST STEP IN CLEARING. 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS (INCLUDING, BUT NOT LIMITED TO, OFF -SITE BORROW OR WASTE AREAS), THE CONTRACTOR SHALL SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND APPROVAL BY THE PLAN APPROVING AUTHORITY. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY THE PLAN APPROVING AUTHORITY. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. DURING DEWATERING OPERATIONS, WATER WILL BE PUMPED INTO AN APPROVED FILTERING DEVICE. 9. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND AFTER EACH RUNOFF -PRODUCING RAINFALL EVENT. ANY NECESSARY REPAIRS FOR 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 7:00A.M. TO 9:00 P.M. 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 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 8OLBS/1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED 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 1000L6S/ACRE AND CONSIST OF A 10-20-10 NUTRIENT MIX. PERMANENT SEEDING SHALL BE APPLIED AT 180LBS/ACRE AND CONSIST OF 95X KENTUCKY 31 OR TALL FESCUE AND 0-5X PERENNIAL RYEGRASS OR KENTUCKY BLUEGRASS. STRAW MULCH IS TO BE APPLIED AT 8QLBS/1OOSF. ALTERNATIVES ARE SUBJECT TO APPROVED BY THE COUNTY EROSION CONTROL INSPECTOR. 19. MAINTENANCE: ALL MEASURES ARE TO BE INSPECTED WEEKLY AND AFTER EACH RAINFALL ANY DAMAGE OR CLOGGING TO STRUCTURAL MEASURES IS TO BE REPAIR IMMEDIATELY. SILT TRAPS ARE TO BE CLEANED WHEN 50X OF THE WET STORAGE VOLUME IS FILLED WITH SEDIMENT. ALL SEEDED AREAS ARE TO BE RESEEDED WHEN NECESSARY TO ACHIEVE A GOOD STAND OF GRASS. SILT FENCE AND DIVERSION DYKES WHICH ARE COLLECTING SEDIMENT TO HALF THEIR HEIGHT MUST BE CLEANED AND REPAIRED IMMEDIATELY. 20. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE REMOVED WITHIN 30 DAYS OF FINAL SITE STABILIZATION. WHEN MEASURES ARE NO LONGER NEEDED, SUBJECT TO APPROVAL BY THE COUNTY EROSION CONTROL INSPECTOR. MISCELLANEOUS NOTES 1. BASED ON GRAPHIC DETERMINATION, THE PROPERTY DESCRIBED HEREON LIES WITHIN FLOOD ZONE 'X', AREAS OUTSIDE OF THE 0.2X ANNUAL CHANCE FLOODPLAIN, AS DETERMINED BY THE UNITED STATES FEDERAL EMERGENCY MANAGEMENT AGENCY, AND AS SHOWN ON THE FLOOD INSURANCE RATE MAP (FIRM) NUMBERS 51003CO278D WITH AN EFFECTIVE DATE OF FEBRUARY 4, 2005. 2. THIS PROPERTY IS SERVED BY PUBLIC WATER THROUGH ALBEMARLE COUNTY SERVICE AUTHORITY. 3. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 4. THE COORDINATES AND ELEVATIONS SHOWN ARE TIED TO THE STATE PLANE COORDINATE SYSTEM. 5. HORIZONTAL DATUM: VIRGINIA GRID NORTH 6. VERTICAL DATUM: ASSUMED GENERAL UTILITY NOTES 1. CONTACT MISS UTILITY AT 1-800-552-7001 48 HOURS PRIOR TO ANY GRADING OR DIGGING TO HAVE UNDERGROUND UTILITIES MARKED. THE CONTRACTOR SHALL VERIFY ALL UTILITY INFORMATION PRIOR TO CONSTRUCTION TO INCLUDE TYPE AND SIZE OF PIPE AND SERVICES TO HIS OWN SATISFACTION. 2. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG TEST PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A CONFLICT IS, DISCOVERED, NOTIFY WW ASSOCIATES AT (434) 984-2700. PRIOR TO BEGINNING INSTALLATION OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING OR ORDERING ANY PRECAST STRUCTURES. 3. ALL HYDRANT LOCATIONS TO BE APPROVED BY THE ALBEMARLE COUNTY FIRE MARSHAL PRIOR TO FINAL APPROVAL BY THE COUNTY AND ARE TO BE INSTALLED ACCORDING TO COUNTY STANDARDS. 4. ALL BLASTING REQUIREMENTS TO INSTALL UTILITIES SHALL REQUIRE A PERMIT AND SHALL BE PERFORMED IN ACCORDANCE WITH THE ALBEMARLE COUNTY STANDARDS AND THE PROJECT SPECIFICATIONS. 5. ALL STORM SEWER SHALL BE CONSTRUCTED IN ACCORDANCE WITH VDOT SPECIFICATIONS SECTION 302 AND SECTION 232 AND AS SPECIFIED ON THE DRAWINGS. 6. THE CONTRACTOR IS REQUIRED TO PERFORM ALL TESTS REQUIRED BY THE COUNTY, ALBEMARLE COUNTY SERVICE AUTHORITY, AND RIVANNA WATER AND SEWER AUTHORITY TO SECURE ACCEPTANCE OF ALL UTILITIES 7. ALL CONCRETE USED IN UTILITY CONSTRUCTION SHALL BE 4000 PSI CONCRETE IN ACCORDANCE WITH VDOT SPECIFICATION SECTION 217. 8. NO PLANTINGS OR ERECTION OF OTHER OBSTRUCTIONS SHALL BE MADE WITHIN FOUR FEET OF ANY FIRE HYDRANT.ALL HYDRANT BRANCHES SHALL HAVE A MINIMUM COVER OF 3,0'. 9. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED OTHERWISE OR NOTED ON THE PLANS. 10. WATER METERS SHALL BE LOCATED IN AN ACCESSIBLE LOCATION AND SHALL NOT BE INSTALLED UNDER EXISTING PIPING OR CLOSE TO OTHER FACILITIES. 11. WATER AND SEWER UTILITY CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALBEMARLE COUNTY SERVICE AUTHORITY AND RIVANNA WATER AND SEWER AUTHORITY WATER AND SEWER CONSTRUCTION SPECIFICATIONS EXCEPT AS SPECIFIED IN GENERAL NOTE 13. 12. ALL PRIVATE WATERLINES SHALL BE PVC SCHEDULE 40. 13. A 10 FOOT HORIZONTAL SEPARATION SHALL BE MAINTAINED UNLESS OTHERWISE SPECIFIED BETWEEN ALL WATER LINES AND SANITARY SEWER LINES IN ACCORDANCE WITH STATE HEALTH DEPT. STANDARDS. 14. 20' WIDE EASEMENTS, CENTERED ON THE PIPELINE AND APPURTENANCES SHALL BE DEDICATED TO THE ALBEMARLE SERVICE AUTHORITY, EXCEPT WHERE THE LINE IS IN A PUBLIC ROAD RIGHT-OF-WAY. 15. 3' MIN. SEPARATION REQUIRED BETWEEN WATERLINE AND STORM SEWER CULVERTS OR 6' SEPARATION WHEN WATERLINE IS INSULATED. USE 1/2' THICK THERMA-CEL PIPE INSULATION IN 3'x4' SHEETS AS MANUFACTURED BY NOMACA, INC. OR EQUAL APPROVED BY ALBEMARLE COUNTY SERVICE AUTHORITY. INSULATION TO EXTEND 5' BEYOND CENTERLINE OF CULVERT IN BOTH DIRECTIONS OR 5' BEYOND ENDS OF CULVERT WHEN PARALLEL 16. TOUCH READ METERS ARE BEING USED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. TO ACCOMMODATE THESE METERS, METER LIDS WILL REQUIRE A 1-3/4' HOLE TAPPED INTO THE CENTER OF THE LID. BLIND TAPS OR PLUGS SHALL BE PROVIDED TO PREVENT DEBRIS FROM ENTERING THE BOX PRIOR TO METER INSTALLATION. 17. CERTIFICATION THAT 95% COMPACTION IS OBTAINED SHALL BE PROVIDED FOR ALL FILL AREAS UNDER WATER AND SEWER LINES AND APPURTENANCES. THIS CERTIFICATION SHALL BE SIGNED BY A PROFESSIONAL GEOTECH. THE CERTIFICATION SHALL STATE THE EXACT AREA THAT THE CERTIFICATION APPLIES TO. 18. CONTRACTOR SHALL BE INFORMED AND SHALL COMPLY WITH THE VIRGINIA OVERHEAD HIGH VOLTAGE LINE SAFETY ACT. ANY COSTS TO COVER LINES OR DISCONNECT SERVICE TO NEARBY POWER LINES SHALL BE AT THE CONTRACTOR'S EXPENSE 19. CONTRACTOR SHALL COMPLY WITH NO LEAD REGULATIONS FOR WATER INFRASTRUCTURE. 20. ALL JOINTS ON PROPOSED WATERLINE SHALL BE RESTRAINED PER MANUFACTURERS RECOMMENDATIONS AND INSTRUCTIONS AND PER ACSA STANDARDS AND SPECIFICATIONS. SITE PLAN NOTES 1. ALL CONSTRUCTION SHALL CONFORM TO ALBEMARLE COUNTY AND VIRGINIA DEPARTMENT OF TRANSPORTATION STANDARDS AND SPECIFICATIONS. 2. CONTRACTOR TO VERIFY FIELD CONDITIONS PRIOR TO AND DURING CONSTRUCTION AND NOTIFY OWNER AND ENGINEER IMMEDIATELY OF ANY DISCREPANCIES BETWEEN ACTUAL FIELD CONDITIONS AND APPROVED PLAN. 3. EXISTING MANHOLE FRAMES AND COVERS AND VALVE BOXES AND COVERS TO REMAIN SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES. 4. ALL INTERNAL STREETS AND PARKING AREAS ARE TO BE PRIVATELY OWNED AND MAINTAINED, EXCEPT WHERE OTHERWISE NOTED. 5. EARTH SWALES AND STORM SEWER CONNECTIONS SHALL BE CONSTRUCTED IMMEDIATELY FOLLOWING CLEARING AND GRUBBING. 6. ALL ON SITE IMPROVEMENTS ARE SUBJECT TO INSPECTION UNDER ALBEMARLE COUNTY CODES. 7. ALL STAIRS WITH THREE OR MORE RISERS ARE TO HAVE HANDRAILS ON BOTH SIDES. 8. ALL CONDENSATE DRAIN AND OTHER PLUMBING CONNECTIONS ARE TO BE INSTALLED ACCORDING TO CURRENT PLUMBING CODE. 9. CONTRACTOR TO VERIFY ALL SITE PLANS AND PROFILES AND DETAILS FOR CONSISTENCY AND IF CONFLICT EXISTS, CONTACT ENGINEER FOR CLARIFICATION AND/OR DIRECTION. INTERPRETATION DETERMINED BY CONTRACTOR SHALL BE DONE AT HIS/HER OWN RISK. 10. THE INSTALLATION OF HANDICAPPED PARKING SPACES, ACCESSIBLE ROUTES AND HANDICAPPED RAMPS SHALL COMPLY WITH THE '2010 ADA STANDARDS FOR ACCESSIBLE DESIGN" ISSUED BY THE DEPARTMENT OF JUSTICE ON SEPT. 15, 2010, OR THE LATEST EDITION. HANDICAPPED PARKING AND ACCESSIBLE ROUTES SHALL NOT EXCEED 2% CROSS SLOPE. HANDICAPPED RAMPS SHALL BE INSTALLED AS SHOWN ON THESE PLANS AND AS REQUIRED TO MEET THE LATEST ADA STANDARDS AT NO ADDITIONAL COST TO THE OWNER. COORDINATION NOTES 1. THE CONTRACTOR SHALL OBTAIN THE FOLLOWING PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS: ALBEMARLE COUNTY LAND DISTURBANCE PERMITS, VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT, AND ALBEMARLE COUNTY BUSINESS LICENSE. CONTRACTOR SHALL PROVIDE ALL NECESSARY FORMS AND FEES FOR OBTAINING THE PERMITS, INCLUDING APPLICATION FEES AND REQUIRED BONDING COSTS. 2. ANY TIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 3. THE CONTRACTOR IS TO CHECK THAT ALL EASEMENTS, LETTERS OF PERMISSION, ETC. ARE RECORDED/OBTAINED PRIOR TO THE START OF ANY CONSTRUCTION. 4. THE CONTRACTOR IS TO VERIFY THAT THE RELOCATION OF ALL EXISTING UTILITIES IN CONFLICT WITH PROPOSED WORK HAS BEEN COMPLETED, INCLUDING UTILITY POLES. 5. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 6. VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) GENERAL PERMIT: PREPARE STORMWATER POLLUTION PREVENTION PLAN, SECURE VSMP PHASE I LAND CLEARING GENERAL PERMIT AND PAY PERMIT APPLICATION FEE TO DEPARTMENT OF ENVIRONMENTAL QUALITY (DEQ). CONTACT DEQ - RICHMOND FOR ADDITIONAL INFORMATION. TELEPHONE NUMBER: (804) 698-4000. 7. ACCESSIBLE PARKING SPACES AND ACCESS ISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS ISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACE THEY SERVE. 8. ALL WATER LINES, SEWER LINES, AND FIRE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 9. ALL ROOF DRAINS SHALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBLIC NUISANCE AND NOT OVER SIDEWALKS. 10. A KNOX BOX WILL BE REQUIRED FOR THE PROPOSED BUILDING. LOCATION SHALL BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. STORMWATER NARRATIVE STORMWATER DETENTION FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE PERMANENT NORTH SWM FACILITY LOCATED IN THE ADJACENT COSTCO PARKING LOT. DETAILS FOR THE FACILITY ARE PROVIDED ON THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NOA, WPOI 2010-00023 AND WPO# 2013-69. AN ASSUMED POST DEVELOPED IMPERVIOUS COVER OF 90X WAS UTILIZED IN THE DESIGN OF THE UNDERGROUND DETENTION SYSTEM FOR BLOCKS F & G. THE AS -BUILT IMPERVIOUS COVER FOR BLOCK F IS 85.5X. THE POST -DEVELOPED IMPERVIOUS COVER FOR BLOCK G IS 74.5X INCLUDING THE IMPROVEMENTS PROPOSED AS PART OF THIS PLAN. STORMWATER QUALITY FOR THE IMPROVEMENTS PROPOSED WITH THIS SITE PLAN ARE PROVIDED BY THE STORMFTLTER AND VORTECHS UNITS CONSTRUCTED AS PART OF THE ALBEMARLE PLACE STORMWATER MANAGEMENT PLAN AMENDMENT NOA, WPO# 2010-00023 AND THE FILTERRAS INSTALLED AS PART OF THE STONEFIELD BLOCK G FINAL SITE PLAN, WPO# 2014-00065. THE SITE IS GRANDFATHERED PER 9VAC25-870-48 AND MEETS THE WATER QUALITY REQUIREMENTS OF PART II C SET FORTH IN 9VAC25-870-96. PER PART II C THE STORMFILTER AND VORTECHS UNITS PROVIDE A POLLUTANT REMOVAL RATE OF 60% AND THE FILTERRAS PROVIDE A POLLUTANT REMOVAL RATE OF 74X. THE REQUIRED OVERALL POLLUTANT REMOVAL RATE IS 68X FOR BLOCK G. PLEASE REFER TO BMP COMPUTATIONS USING THE SIMPLE METHOD WORKSHEEI PROVIDED ON THIS DRAWING. GENERAL NOTES 1. ALL FINISHED GRADING, SEEDING AND SODDING SHALL BE DONE IN SUCH A MANNER TO PRECLUDE THE PONDING OF THE WATER ON THE SITE, PARTICULARLY ADJACENT TO THE BUILDINGS OR STORM INLETS. 2. ALL STREETS OUTSIDE PUBLIC RIGHTS -OF -WAY ARE TO BE PRIVATELY OWNED AND MAINTAINED. 3. CONTRACTOR IS TO VERIFY THAT ALL UTILITIES I.E., WATER, SEWER GAS, ELECTRIC, TELEPHONE, CABLE, ETC, ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 4. PROPOSED UNDERGROUND UTILITIES SUCH AS ELECTRIC, TELEPHONE, CABLE AND GAS WHICH SERVE THIS FACILITY SHALL BE LOCATED WITH A MINIMUM 5 FOOT SEPARATION FROM PUBLIC WATER MAINS AND SANITARY SEWER. 5. CUT AND PATCH WORK IN EXISTING PUBLIC STREETS MUST BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. S. ALL PIPES SHOWN AS RCP ON PLANS SHALL BE REINFORCED CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON PLANS. 7. ALL CONSTRUCTION SHALL COMPLY WITH OSHA SAFETY STANDARD FOR EXCAVATION 1926 PART P AND OTHER APPLICABLE OSHA REQUIREMENTS. 8. THESE PLANS AND PROFILES AND ALL THE NEW CONSTRUCTION WITH THIS PLAN SHALL BE IN ACCORDANCE WITH THE CURRENT APPROVED ALBEMARLE COUNTY SERVICE AUTHORITY'S GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, ANY AMENDMENTS THEREOF AND THE STANDARDS AND SPECIFICATIONS OF VDOT. 9. SAFETY SLABS ARE REQUIRED IN ALL STRUCTURES GREATER THAN 12' IN HEIGHT. 10. SURFACE DRAINAGE COMPLETELY DRAIN CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. 11. SUBSURFACE DRAINAGE, CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL PROVIDE EROSION CONTROL AT OUTLET OR PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE 12. 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. 13. ALL PAVING, DRAINAGE RELATED MATERIALS AND CONSTRUCTION METHODS SHALLCONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 14. ALL PIPES SHOWN AS HDPE ON PLANS SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE, MATERIAL AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND ROAD AND BRIDGE SPECIFICATIONS. 15. EROSION AND SEDIMENT CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALT.. BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 16. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL -VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 17. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE CURRENT EDITION OF THE "MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES" AND THE VIRGINIA SUPPLEMENT. 18. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). 19. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AFFECTING HIS WORK INCLUDING EXISTING TOPOGRAPHY. IF THERE ARE ANY DISCREPANCIES WITH WHAT IS SHOWN ON THE CONSTRUCTION DRAWINGS OR TOPOGRAPHIC SURVEY PLAN, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER IN ORDER TO DETERMINE THE COURSE OF ACTION NECESSARY TO CORRECT FOR SUCH DISCREPANCY. FAILING TO NOTIFY THE OWNER AND SECURING SUCH INSTRUCTION, THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE. GENERAL WATER & SEWER CONDITIONS 1. WORK SHALL BE SUBJECT TO INSPECTION BY ALBEMARLE COUNTY SERVICE AUTHORITY (ACSA) INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR NOTIFYING THE PROPER ACSA OFFICIALS AT THE START OF THE WORK. 2. THE ALBEMARLE COUNTY SERVICE AUTHORITY SHALL HAVE ACCESS TO USE THE AIRSPACE ABOVE THE LOCATIONS OF CONSTRUCTION FOR THE FLIGHT OF UNMANNED AERIAL VEHICLES FOR THE PURPOSE OF IMAGERY COLLECTION. 3. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES, AS NECESSARY. 4. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS, AS ADOPTED BY THE ACSA. 5. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING MISS UTILITY (1-800-552-7001). 7. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF THREE AND A HALF (3.5) FEET OF COVER MEASURED FROM THE TOP OF PIPE, OVER THE CENTERLINE OF PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER WATER LINES, ETC. 8. ALL WATER AND SEWER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 9. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 10. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 11. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4. 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 12. THE SEWER LATERAL BEYOND THE CONNECTION AT THE SEWER MAIN SHALL BE PRIVATE. THE SEINER LATERAL STUB -OUT SHALL UNDERGO THE ACSA LOW-PRESSURE AIR TEST TO SATISFY COUNTY TESTING REQUIREMENTS. VISUAL INSPECTION OF THE SEWER LATERAL STUB -OUT SHALL BE WITNESSED BY THE COUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 13. THE SEWER LATERAL BEYOND THE CONNECTION AT A MANHOLE SHALL BE PRIVATE. VISUAL INSPECTION AND PRESSURE TESTING OF THE SEWER LATERAL SHALL BE WITNESSED BY THE COUNTY BUILDING INSPIECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTHER PLUMBING" PERMMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 14. THE FIRE SPRINKLER MIAIN DOWNSTREAM OF THE GATE VALVE IS PRIVATE. VISUAL INSPECTION AND TESTING OF THE FIRE SPRINKLER MAIN DOWNSTREAM OF THE GATE VALVE SHALL BE WITNESSED BY THE COIUNTY BUILDING INSPECTIONS DEPARTMENT. THIS INSPECTION SHALL OCCUR UNDER AN "OTFIER PLUMBING" PERMIT WHICH MUST BE OBTAINED BY THE CONTRACTOR. 15. ALL FLUSHING OF FIRE SPRINKLER MAINS SHALL NOT OCCUR UNTIL APPROVAL IS GIVEN BY THE ACSA. USE IN BLOCK (GLA OR UNITS) THIS SUBMISSION RETAIL NON RETAIL. RESIDENTIAL PREVIOUS SUBMISSIONS RETAIL NON RETAIL . RESIDENTIAL SUBMISSIONS TO DATE RETAIL NON RETAIL RESIDENTIAL A 0 0 0 0 0 0 50,224; 14,000 0 50,224, 14,000 0 B 33,83& 6,500 0 33,836_ 6,500 0 C 0 0 0 57,701 111,595 0 57,701 111,595 0 D 0 0 0 O' 90,000 0 0 90,000 0 BLOCK GROUP 1 TOTAL 0 0 0 141,761 222,095 0 141,761 222,095 0 E (BLOCK GROUP 2) 0 0 0 0' 0 250 0 0 250 F G 0 14,7001 0 0 2,880 0 149,964 O' 0 20,000 0 0 149,964 14,700 0 22,880 0 0 BLOCK GROUP 3 TOTAL 14,700 2,880 0 149,964,. 20,000 0 164,664 22,880 0 STONEFIELD TOTAL 14,700' 2,880 0 291,725 242,095 250 306,425 244,975 250 1 ADDED NOTES, SWM NARRATIVE, & LAND USE CHART JJDB 1 7/31 /'19 2 REVISED ACSA GENERAL NOTES ISCH 1 9/3/19 NO. I SHEET REVISION I BY I DATE I NO. SHEET REVISION ;PTH 0p G �a Lic,�267 � wry k!ONAL wi 1. EX. NEW -- BENCHMARK/FFE G BOLLARD 0 0 BORE HOLE 0 BUILDING COLUMN �❑ BUSH © CABLE BOX CEMETERY CONIFEROUS TREE DECIDUOUS TREE DRAINAGE INLET GRATE Q DRILL HOLE 0 Q) ELECTRIC PANEL BOX Q ❑E ELECTRIC PEDESTAL FEI 0 ELECTRIC TRANSFORMER 0 �? ELECTRIC MAN HOLE Q FIRE HYDRANT FLAG POLE g' �G) GAS MAN HOLE C GAS METER �. GAS VALVE 0 GENERATOR �- GROUND LIGHT t� GUY POLE -{p HANDICAPPED PARKING OH HEAT PUMP Q ® IRON PIN 3YZ LIGHT POLE 3 MAILBOX MONITORING WELL ■ MONUMENT FOUND 0 MONUMENT SET 8 PANEL POINT POWER METER POWER POLE 0 ROAD SIGN -�- E� SANITARY CLEAN OUT (a? SANITARY SEWER MAN HOLE Q S�F SIAMESE CONNECTION �- SIGN -� �5 SPRINKLER HEAD (CI} STORM DRAIN MAN HOLE DO TRAFFIC LIGHT POLE O TELEPHONE MAN HOLE 0 0 TELEPHONE PEDESTAL QT _G- TELEPHONE POLE $ 0 TELEPHONE JUNCTION BOX TEST PIT A 0 TRAFFIC CONTROL BOX 23 0 TRAFFIC JUNCTION BOX Q TRAVERSE a UTILITY MARKER POST 111-31 UTILITY POLE M-) 0 VENT PIPE Q U WATER MAN HOLE LOT, WATER METER > [1 WATER VALVE wv V WELL ® YARD GRATE .NOTES: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM THOSE SHOWN. 2. ALL SYMBOLS AND ABBREVIATIONS SHOWN MAY NOT BE USED. ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Sq Place Lynchburg, VA 24502 Chwlonesville, VA 22911 Phone: 434.316.60S0 Phone. 434.984.2700 www.wwassociates. net LINETYPE LEGEND EXISTING BUILDING OVERHEAD - - ADJACENT PROPERTY LINE - - R/W ADJACENT RIGHT-OF-WAY ------- -- BUILDING COLUMN - - BOUNDARY PROPERTY LINE - - R/W BOUNDARY RIGHT-OF-WAY BUILDING SETBACK BUSH LINE OHCT OHCT CAN OVERHEAD UGCT UGCT UGCT CAN UNDER GROUND oHT OHT TELEPHONE OVERHEAD UGT UGT TELEPHONE UNDER GROUND > DITCH CENTER LINE EASEMENT CONSTRUCTION AND GRADING EASEMENT SLOPE EASEMENT SANITARY SEWER EASEMENT STORM - - - - - - - - - - EASEMENT STORMWATER MANAGEMENT EASEMENT UTILITIES EASEMENT WATER x FENCE BARBED WIRE GUARD RAIL - o a FENCE CHAIN LINK o o FENCE WOOD 0 o FENCE WOVEN WIRE G G GAS UNDER GROUND TOB TOB TOP OF BANK O H E O H E ELECTRIC OVERHEAD UGE UGE ELECTRIC UNDER GROUND --�� RAILROAD CENTERLINE STREAM CENTERLINE --Try PAVEMENT ASPHALT - ROAD CENTERLINE FM FM SANITARY FORCEMAIN SAN SAN SANITARY SEWER SSE SSE SANITARY SEWER EASEMENT STORM SEWER SDE SDE STORM DRAIN EASEMENT 500 TOPO MAJOR CONTOUR 502 TOPO MINOR CONTOUR 11-A��-�1-1��� ��� TREELIN E OHU OHU UTILITY OVERHEAD UGU UGU UTILITY UNDER GROUND W W W WATERLINE - - - - WETLAND LIMITS ABBREVIATIONS AFF ABOVE FINISHED FLOOR AHD AHEAD ARV AIR RELEASE VALVE BC BACK OF CURB BF BLIND FLANGE BFF BASEMENT FINISHED FLOOR BM BENCH MARK BK BACK BOV BLOW OFF VALVE CAN CABLE TELEVISION CG CURB & GUTTER CIP CAST IRON PIPE CL CENTER LINE C.L. CHAIN LINK CMP CORRUGATED METAL PIPE CO CLEAN OUT CONC CONCRETE CPP CORRUGATED PLASTIC PIPE CY CUBIC YARDS D.I. DUCTILE IRON DIA DIAMETER DIP DUCTILE IRON PIPE EL ELEVATION ELEC ELECTRIC EOP EDGE OF PAVEMENT EOTL EDGE OF TRAVEL LANE EQPT EQUIPMENT EX OR EXIST EXISTING FF FINISHED FLOOR FH FIRE HYDRANT FM FORCEMAIN FL FLUORIDE FOC FACE OF CURB GALV GALVANIZED GV GATE VALVE HB HORIZONTAL BEND HC HANDICAP HOPE HIGH DENSITY POLYETHELENE HK HOOK ID INNER DIAMETER INV INVERT IPS IRON PIN SET IPF IRON PIN FOUND JB JUNCTION BOX LAT LATERAL LF LINEAR FEET LT LEFT MH MANHOLE NBL NORTH BOUND LANE NIC NOT IN CONTRACT NTS NOT TO SCALE O.C. ON CENTER PE POLYETHYLENE PGL PROFILE GRADE LINE PROP PROPOSED PS PLANTED STONE FOUND PVC POLYVINYL CHLORIDE PVMT PAVEMENT NEW - - R/W - - R/W -0-0-0-0 TOB TOB FM FM SAN 500 502 w w w RCP REINFORCED CONCRETE PIPE REQ'D REQUIRED RT RIGHT R/W RIGHT OF WAY SAN SANITARY SEWER SBL SOUTH BOUND LANE SO STORM DRAIN SQ SQUARE S.S. STAINLESS STEEL SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STL STEEL SW SIDEWALK TEA TO BE ABANDONED TBR TO BE REMOVED TC TOP OF CURB TS&V TAPPING SLEEVE AND VALVE TYP TYPICAL UG UNDERGROUND LION UNLESS OTHERWISE NOTED VB VERTICAL BEND VHD VEHICLES PER DAY W WATER WL WATER LINE WM WATER METER WT WATERTIGHT WWF WOVEN WIRE FABRIC YDS YARDS DESIGNED BY: PROJECT. SET REV. NO. JDB STONEFIELD T WNCENTER 2 DRAWN BY. ALBEMARLE COUNTY BLOCK C ,V RGjN1A HMS/DSB DRAWING NUMBER: TITLE: DIHR BY: GENERAL NOTES, LEGEND, & ABBREVIATIONS C -2 HFW WWA NUMBER: FILE NAME. DISCIPLINE SCALE. DATE. SHEET NUMBER: 217036.04 703604C_ND-1.dwg CIVIL H; NIA 5114119 2 of 15 V !G/.72 /iG EARTHWORK REQUIREMENTS CONT'D NO. EARTHWORK REQUIREMENTS 1. GENERAL 1.1 DEFINITIONS 1.1.1 HARD MATERIALS: WEATHERED ROCK, DENSE CONSOLIDATED DEPOSITS, OR CONGLOMERATE MATERIALS WHICH ARE NOT INCLUDED IN THE DEFINITION OF "ROCK" BUT WHICH USUALLY REQUIRE THE USE OF HEAVY EXCAVATION EQUIPMENT, RIPPER TEETH, OR JACK HAMMERS FOR REMOVAL. 1.1.2 ROCK: SOLID HOMOGENEOUS INTERLOCKING CRYSTALLINE MATERIAL WITH FIRMLY CEMENTED, LAMINATED, OR FOLIATED MASSES OR CONGLOMERATE DEPOSITS, NEITHER OF WHICH CAN BE REMOVED WITHOUT SYSTEMATIC DRILLING AND BLASTING, DRILLING AND THE USE OF EXPANSION JACKS OR FEATHER WEDGES, OR THE USE OF BACKHOE-MOUNTED PNEUMATIC HOLE PUNCHERS OR ROCK BREAKERS; ALSO LARGE BOULDERS, BURIED MASONRY, OR CONCRETE OTHER THAN PAVEMENT EXCEEDING X CUBIC YARD IN VOLUME. REMOVAL OF HARD MATERIAL WILL NOT BE CONSIDERED ROCK EXCAVATION BECAUSE OF INTERMITTENT DRILLING AND BLASTING THAT IS PERFORMED MERELY TO INCREASE PRODUCTION. 1.1.3 COHESIVE MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GC, SC, ML, CL, MH, AND CH. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIVE ONLY WHEN THE FINES HAVE A PLASTICITY INDEX GREATER THAN ZERO. 1.1.4 COHESIONLESS MATERIALS: MATERIALS ASTM D 2487 CLASSIFIED AS GW, GP, SW, AND SP. MATERIALS CLASSIFIED AS GM AND SM WILL BE IDENTIFIED AS COHESIONLESS ONLY WHEN THE FINES HAVE PLASTICITY INDEX OF ZERO. 1.2 CRITERIA FOR BIDDING 1.2.1 BASE BIDS ON THE ELEVATIONS AS INDICATED. 1.2.2 ROCK EXCAVATION SHALL BE UNCLASSIFIED. ALL EARTHWORK EXCAVATION SHALL BE PERFORMED TO THE INDICATED ELEVATIONS. 1.2.3 BLASTING WILL BE PERMITTED ON THIS PROJECT AS SPECIFIED HEREIN. 1.2.4 REMOVE MATERIAL IN AN APPROVED MANNER, AND PROVIDE EXCAVATION SUPPORT STRUCTURES AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. 1.2.5 ROCK EXCAVATION, AS DEFINED HEREIN, MAY EXIST ON THIS PROJECT. ROCK EXCAVATION SHALL BE PERFORMED AS UNCLASSIFIED EXCAVATION TO THE INDICATED ELEVATIONS. 1.3 PROTECT EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST CUTTING, BREAKING, OR SKINNING OF ROOTS; SKINNING AND BRUISING OF BARK; SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIALS OR EXCAVATED MATERIALS WITHIN DRIP LINE; EXCESS FOOT OR VEHICULAR TRAFFIC; OR PARKING OF VEHICLES WITHIN DRIP LINE. PROVIDE TEMPORARY FENCES, BARRICADES, OR GUARDS AS REQUIRED TO PROTECT TREES AND VEGETATION TO BE LEFT STANDING. 1.4 BURNING: NOT ALLOWED ON THIS PROJECT. 2. PRODUCTS 2.1 SOIL MATERIALS: FREE OF DEBRIS, ROOTS, WOOD, SCRAP MATERIAL, VEGETATION, REFUSE, SOFT UNSOUND PARTICLES, AND FROZEN DELETERIOUS OR OBJECTIONABLE MATERIALS. THE MAXIMUM PARTICLE DIAMETER SHALL BE ONE-HALF THE LIFT THICKNESS AT THE SPECIFIED LOCATION. THE MAXIMUM PARTICLE DIAMETER FOR PIPE BACKFILL MATERIAL LOCATED LESS THAN 1-FOOT ABOVE THE PIPE CROWN SHALL BE 1-INCH. 2.1.1 COMMON FILL: APPROVED, UNCLASSIFIED SOIL MATERIAL WITH THE CHARACTERISTICS REQUIRED TO COMPACT TO THE SOIL DENSITY SPECIFIED FOR THE INTENDED LOCATION. 2.1.2 BACKFILL AND FILL MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, GM, GC, SW, SP, SM, SC, ML, MH, CL WITH A MAXIMUM ASTM D 4318 LIQUID LIMIT OF 50, MAXIMUM ASTM D 4318 PLASTICITY INDEX OF 25. MOISTURE CONTENT SHALL BE WITHIN f3% AND IN ACCORDANCE WITH GEOTECHNICAL ENGINEER RECOMMENDATIONS. 2.1.3 SELECT MATERIAL: ASTM D 2487, CLASSIFICATION GW, GP, SW, SP WITH A MAXIMUM OF 10 PERCENT BY WEIGHT PASSING ASTM D 1140, NO. 200 SIEVE. 2.1.4 PIPE BEDDING MATERIAL: VDOT NO. 57 COARSE AGGREGATE. 2.1.5 AGGREGATE FILL: VDOT NO. 5 OR NO. 57 COARSE AGGREGATE. 2.1.6 RIPRAP: CLASS I DRY RIPRAP AS DEFINED IN THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT) ROAD AND BRIDGE SPECIFICATIONS, SECTION 414,-RIPRAP", UNLESS OTHERWISE NOTED. 2.2 BORROW: OBTAIN BORROW MATERIALS REQUIRED IN EXCESS OF THOSE FURNISHED FROM EXCAVATIONS FROM SOURCES OFF THE OWNER'S PROPERTY. PROVIDE AND SUBMIT SOIL CLASSIFICATION TESTING TO ENSURE BORROW MATERIALS MEET THE REQUIREMENTS OF THIS SPECIFICATION. 3.EXECUTION 3.1 CLEARING 3.1.1 REMOVE FROM THE SITE TREES, STUMPS, ROOTS, BRUSH, SHRUBS, DOWN TIMBER, ROTTEN WOOD, RUBBISH, OTHER VEGETATION, AS WELL AS FENCES AND INCIDENTAL STRUCTURES NECESSARY TO ALLOW FOR NEW CONSTRUCTION. 3.1.2 CLEARING WORK SHALL BE RESTRICTED TO AREA WITHIN "CONSTRUCTION( LIMITS/LIMITS OF CLEARING" SPECIFIED IN THIS SECTION AND AS INDICATED ON THE DRAWINGS. 3.1.3 UNDISTURBED STUMPS AND ROOTS, A MINIMUM OF 5 FEET BELOW FINISHED GRADE AND NOT LOCATED UNDER OR WITHIN 10 FEET OF ANY STRUCTURE, MAY BE LEFT IN PLACE. TOPS OF STUMPS LEFT IN PLACE SHALL NOT BE MORE THAN 6 INCHES ABOVE ORIGINAL GRADE. 3.2 GRUBBING 3.3.1 GRUB AREAS WITHIN AND TO A POINT 10 FEET OUTSIDE OF ALL STRUCTURES, AREAS TO RECEIVE FILL WHERE FINISHED GRADE WILL BE LESS THAN 3 FEET ABOVE EXISTING GRADE, CUT AREAS WHERE FINISHED GRADE WILL BE LESS THAN 2 FEET BELOW EXISTING GRADE, TRANSITIONAL AREAS BETWEEN CUT AND FILL, AND ANY AREA TO RECEIVE CONTROL FILL. 3.3.2 REMOVE FROM THE GROUND TO A DEPTH OF 24 INCHES ALL STUMPS, (ROOTS %-INCH DIAMETER AND LARGER, ORGANIC MATERIAL, AND DEBRIS. 3.3.3 USE ONLY HAND METHODS FOR GRUBBING INSIDE THE DRIP LINES OF TREES THAT ARE TO REMAIN. 3.4 CONSTRUCTION/CLEARING LIMITS 3.4.1 THE CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE THE CONSTRUCTION LIMITS INDICATED ON THE DRAWINGS WITHOUT EXPRESS WRITTEN PERMISSION FROM THE ENGINEER. 3.4.2 NO CLEAR -CUTTING OF TIMBER SHALL BE PERMITTED WITHIN THE CONSTRUCTION LIMITS. THE CONTRACTOR SHALL MAKE SELECT CUTTING OF TREES, TAKING THE SMALLEST TREES FIRST, THAT ARE MANDATORY FOR THE CONSTRUCTION OF THE UTILITY LINE. THE ENGINEER'S DECISION SHALL BE FINAL ON DETERMINATION OF WHICH TREES ARE TO BE CUT. 3.5 CLEAN UP DEBRIS RESULTING FROM SITE CLEARING OPERATIONS CONTINUOUSLY WITH THE PROGRESS OF THE WORK. 3.6 REMOVE DEBRIS FROM THE SITE IN SUCH A MANNER AS TO PREVENT SPILLAGE. KEEP PAVEMENT AND AREAS ADJACENT TO SITE CLEAN AND FREE FROM MUD, DIRT, AND DEBRIS AT .ALL TIMES. 3.7 SURFACE PREPARATION 3:7.1 STRIPPING: STRIP EXISTING TOPSOIL, WHEN PRESENT, TO A DEPTH OF 6 INCHES WITHOUT CONTAMINATION BY SUBSOIL MATERIAL. STOCKPILE TOPSOIL SEPARATELY FROM OTHER EXCAVATED MATERIAL AND LOCATE CONVENIENT TO FINISH GRADING AREA. 3.7.2 UNSUITABLE MATERIAL: REMOVE UNSUITABLE SOIL MATERIALS, WASTE MATERIAL, VEGETATION, DEBRIS, DECAYED VEGETABLE MATTER, SOD, AND MULCH FROM THE CONSTRUCTION SITE. DISPOSE OF THE UNSUITABLE MATERIAL OFF THE OWNER'S PROPERTY IN ACCORDANCE WITH ALL FEDERAL, STATE, AND LOCAL REGULATIONS. 3.8 PROTECTIONS 3.8.1 PROTECTION SYSTEMS: PROVIDE SHORING, BRACING, AND SHEETING AS REQUIRED IN ACCORDANCE WITH THE U.S. ARMY CORPS OF ENGINEERS "SAFETY AND HEALTH REQUIREMENTS MANUAL," EM-385-1-1, SECTION 25. SHEETING AND SHORING DESIGN SHALL BE SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN VIRGINIA. 3.8.2 SITE DRAINAGE: PROVIDE FOR THE COLLECTION AND DISPOSAL OF SURFACE AND SUBSURFACE WATER ENCOUNTERED DURING CONSTRUCTION. 3.8.2.1 SURFACE DRAINAGE: COMPLETELY DRAIN THE CONSTRUCTION SITE DURING PERIODS OF CONSTRUCTION TO KEEP SOIL MATERIALS SUFFICIENTLY DRY. PROVIDE TEMPORARY DITCHES, SWALES, AND OTHER DRAINAGE FEATURES AND EQUIPMENT AS REQUIRED TO MAINTAIN DRY SOILS. WHEN UNSUITABLE WORKING PLATFORMS FOR EQUIPMENT OPERATION AND UNSUITABLE SOIL SUPPORT FOR SUBSEQUENT CONSTRUCTION FEATURES DEVELOP, REMOVE UNSUITABLE MATERIAL AND PROVIDE NEW SOIL MATERIAL AS SPECIFIED IN THIS SECTION AT NO ADDITIONAL COST TO THE OWNER. BY I DATE I NO. REVISION BY I DATE ��TH 0p � o �, 1,z�k Lic:k2267 Ai . ONAL 3.8.2.2 SUBSURFACE DRAINAGE: CONSIDER SITE SURFACE AND SUBSURFACE CONDITIONS, AVAILABLE SOIL, AND HYDROLOGICAL DATA. REMOVE WATER BY BENCHING, SUMP PUMPING, DEEP WELL PUMPING, OR OTHER METHODS TO PREVENT SOFTENING OF SURFACES EXPOSED BY EXCAVATION. USE FILTERS ON DEWATERING DEVICES TO PREVENT REMOVAL OF FINES FROM SOIL. PROVIDE EROSION CONTROL AT THE OUTLET OF PIPING TO PREVENT EROSION. OPERATE DEWATERING SYSTEM CONTINUOUSLY UNTIL CONSTRUCTION WORK BELOW EXISTING WATER LEVELS IS COMPLETE. 3.9 EXCAVATION 3.9.1 EXCAVATE TO THE ELEVATIONS AND DIMENSIONS INDICATED AND AS SPECIFIED IN THIS SECTION. REUSE EXCAVATED MATERIALS THAT MEET THE SPECIFIED REQUIREMENTS FOR THE MATERIAL TYPE REQUIRED AT THE INTENDED LOCATION. WHEN SOIL NOT MEETING THE REQUIREMENTS SPECIFIED IN THIS SECTION ARE ENCOUNTERED DURING EXCAVATION, REMOVE THE UNSUITABLE SOIL MATERIAL AND REPLACE WITH SELECT MATERIAL AS SPECIFIED IN THIS SECTION. REMOVAL AND DISPOSAL OF UNSUITABLE SOIL MATERIAL AND PLACEMENT AND COMPACTION OF SELECT MATERIAL SHALL BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER. 3.9.2 KEEP EXCAVATIONS FREE FROM WATER. EXCAVATE SOIL DISTURBED OR WEAKENED BY THE CONTRACTOR'S OPERATIONS, AND SOILS SOFTENED OR MADE UNSUITABLE FOR SUBSEQUENT CONSTRUCTION DUE TO EXPOSURE TO WEATHER. REFILL WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. UNLESS SPECIFIED OTHERWISE, REFILL EXCAVATIONS CUT BELOW INDICATED DEPTH WITH SELECT MATERIAL AND COMPACT TO 95% OF ASTM D 698 MAXIMUM DENSITY. SIDE SLOPES WHEN ALLOWED SHALL BE PROTECTED WITH 6-MIL POLYETHYLENE SHEETING. 3.9.3 PIPE TRENCHES: EXCAVATE TO THE DIMENSIONS INDICATED AND AS SPECIFIED HEREIN. TRENCHES IN PUBLIC ROADWAYS SHALL BE EXCAVATED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. WHERE ROCK IS ENCOUNTERED, EXCAVATE AND REMOVE ROCK TO A MINIMUM DEPTH OF 6 INCHES BELOW THE PIPE INVERT. GRADE BOTTOM OF TRENCHES TO PROVIDE UNIFORM SUPPORT FOR EACH SECTION OF PIPE AFTER PIPE BEDDING PLACEMENT. 3.9.4 UNSUITABLE SUBGRADE SOIL MATERIALS: SUBGRADES WHICH ARE DETERMINED TO BE UNSUITABLE FOR BEARING NEW EQUIPMENT, STRUCTURES, OR PIPING, SHALL HAVE THE UNSUITABLE SUBGRADE SOIL MATERIALS REMOVED AND DISPOSED OF, AND REPLACED WITH SELECT MATERIAL AT NO ADDITIONAL COST TO THE OWNER. 3.10 FILLING AND BACKFILLING: FILL AND BACKFILL TO ELEVATIONS AND DIMENSIONS INDICATED. COMPACT EACH LIFT BEFORE PLACING OVERLAYING LIFT. 3.10.1 COMMON FILL PLACEMENT: PROVIDE FOR GENERAL SITE, IN GREEN OPEN SPACE AREAS. PLACE IN 6-INCH LIFTS. COMPACT AREAS NOT ACCESSIBLE TO ROLLERS OR COMPACTORS WITH MECHANICAL HAND TAMPERS. AERATE MATERIAL EXCESSIVELY MOISTENED BY RAIN TO A SATISFACTORY MOISTURE CONTENT. PROVIDE A SMOOTH FINISH SURFACE BY BLADTNG, ROLLING WITH A SMOOTH ROLLER, OR BOTH. 3.10.2 BACKFILL AND FILL MATERIAL PLACEMENT: PROVIDE FOR UNDER PAVEMENT, BUILDINGS & OTHER STRUCTURAL COMPONENTS. PLACE IN 6-INCH LIFTS. PLACE BACKFILL MATERIAL ADJACENT TO STRUCTURES AS THE STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. PLACE BACKFILL AND FILL MATERIALS TO 5 FEET OUTSIDE OF STRUCTURES. 3.10.3 SELECT MATERIAL PLACEMENT: PROVIDE UNDER ALL STRUCTURES AND CONCRETE SLABS IN TOP 6 INCH. SELECT MATERIALS SHALL BE PROVIDED FROM APPROVED BORROW AREAS. IN ADDITION, PROVIDE STONE WHERE INDICATED ON THE DRAWINGS. PLACE IN 6-INCH LIFTS. BACKFILL ADJACENT TO STRUCTURES SHALL BE PLACED AS STRUCTURAL ELEMENTS ARE COMPLETED AND ACCEPTED. BACKFILL AGAINST CONCRETE ONLY WHEN APPROVED. PLACE AND COMPACT MATERIAL TO AVOID LOADING UPON OR AGAINST STRUCTURES. 3.10.4 TRENCH BACKFILLING: BACKFILL AS RAPIDLY AS CONSTRUCTION, TESTING, AND ACCEPTANCE OF WORK PERMITS. PLACE AND COMPACT INITIAL BACKFILL AND BACKFILL MATERIALS IN 6-INCH LIFTS TO THE TOP OF THE TRENCH. TRENCHES IN PUBLIC ROADWAYS SHALL BE BACKFLLLED AND COMPACTED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS. 3.10.5 BEDDING REQUIREMENTS: EXCEPT AS SPECIFIED OTHERWISE IN THE INDIVIDUAL PIPING SECTIONS, PROVIDE BEDDING FOR BURIED PIPING IN ACCORDANCE WITH AWWA C600, TYPE 4, EXCEPT AS SPECIFIED HEREIN. PLASTIC PIPING SHALL HAVE BEDDING MATERIAL FROM BENEATH THE PIPE INVERT TO THE SPRING LINE OF THE PIPE. PROVIDE A MINIMUM BEDDING DEPTH OF 4 INCHES BENEATH THE PIPE INVERT. WHERE ROCK IS ENCOUNTERED, PROVIDE A MINIMUM BEDDING DEPTH OF 6 INCHES BENEATH THE PIPE INVERT. 3.11 COMPACTION: EXPRESSED AS A PERCENTAGE OF MAXIMUM DENSITY. DETERMINE IN -PLACE DENSITY OF THE EXISTING SUBGRADE; IF REQUIRED DENSITY EXISTS, NO COMPACTION OF THE EXISTING SUBGRADE WILL BE REQUIRED. 3.11.1 GENERAL SITE: COMPACT UNDERNEATH AREAS DESIGNATED FOR VEGETATION AND AREAS OUTSIDE THE 10-FOOT LINE OF STRUCTURES TO 98% OF ASTM D 698. 3.11.2 STRUCTURES AND CONCRETE SLABS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. 3.11.3 PIPE TRENCHES: COMPACT FILL, BACKFILL, AND SELECT MATERIALS PLACED IN PIPE TRENCHES TO 98% OF ASTM D 698. 3.11.4 ADJACENT AREAS: COMPACT AREAS WITHIN 10 FEET OF STRUCTURES TO 98% OF ASTM D 698. 3.11.5 PAVED AREAS: COMPACT TOP 12 INCHES OF SUBGRADE TO 98% OF ASTM D 698. COMPACT FILL, BACKFILL, AND SELECT MATERIALS TO 98% OF ASTM D 698. IN ADDITION TO THE SPECIFIED COMPACTION REQUIREMENTS, FILL AND BACKFILL MATERIALS SHALL BE COMPACTED TO DEVELOP A CALIFORNIA BEARING RATIO (CBR) OF 10. 3.12 RIPRAP: RIPRAP SHALL BE INSTALLED IN ACCORDANCE WITH THE LATEST EDITION OF THE VDOT ROAD AND BRIDGE SPECIFICATIONS, SECTION 414, "RIPRAP." GEOTEXTILE FABRIC SHALL BE PLACED UNDER ALL RIPRAP. 3.13 DISPOSITION OF SURPLUS MATERIAL: WASTE UNSUITABLE SOIL MATERIALS OFF THE OWNER'S PROPERTY AS DIRECTED BY THE OWNER AND WW ASSOCIATES IN ACCORDANCE WITH FEDERAL, STATE, AND LOCAL REGULATIONS. 3.14 FIELD QUALITY CONTROL: THE CONTRACTOR SHALL EMPLOY AN INDEPENDENT TESTING FIRM TO PROVIDE ALL SOIL TESTING REQUIRED FOR THIS PROJECT. 3.14.1 SAMPLING: TAKE THE NUMBER AND SIZE OF SAMPLES REQUIRED TO PERFORM THE FOLLOWING TESTS. 3.14.2 TESTING: PERFORM ONE OF EACH OF THE REQUIRED TESTS FOR EACH MATERIAL USED. PROVIDE ADDITIONAL TESTS FOR EACH SOURCE CHANGE AND AS REQUESTED BY WW ASSOCIATES. 3.14.2.1 FILL AND BACKFILL: TEST FILL AND BACKFILL MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 423 FOR LIQUID LIMIT AND ASTM D 424 FOR PLASTIC LIMITS; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.2 SELECT MATERIAL: TEST SELECT MATERIAL IN ACCORDANCE WITH ASTM C 136 FOR CONFORMANCE TO ASTM D 2487 GRADATION LIMITS; ASTM D 1140 FOR MATERIAL FINER THAN THE NO. 200 SIEVE; ASTM D 698 OR ASTM D 1557 FOR MOISTURE DENSITY RELATIONS, AS APPLICABLE. 3.14.2.3 DENSITY TESTS: TEST SOIL DENSITY IN ACCORDANCE ASTM D 2922 AND ASTM D 3017. TEST EACH LIFT AT RANDOMLY SELECTED LOCATIONS EVERY 500 SQUARE FEET OF EXISTING GRADE IN FILLS FOR STRUCTURES AND CONCRETE SLABS, EVERY 500 SQUARE FOR OTHER FILL AREAS, EVERY 1,000 SQUARE FEET OF SUBGRADE IN CUT, AND EVERY 250 LINEAR FEET FOR PIPE LINE INSTALLATION (MINIMUM ONE TEST PER PIPE LINE), AND ADDITIONAL TESTS AS REQUESTED BY WW ASSOCIATES. ALL EARTHWORK AND SITE WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS DESIGNED BY JDB ENGINEERS SURVEYORS PLANNERS DRAWN BY.• HMSjDSB DIHR BY.• HFIN AssoCIATES PO Box 4119 3040 Avemore Sq Place Lynchburg, VA 24502 Chmlma ille, VA 22911 Phone: 434.316.6080 Phone: 434.984.2700 www.wwassociates.net WWA NUMBER: 217036.04 PROJECT: STONEFIELD TOWNCENTER C&F BANK, BLOCK G ALBEMARLE COUNTY, VIRGINIA TITLE: GENERAL NOTES - EARTHWORK FILE NAME: DISCIPLINE: SCALE: DATE: 703604C_ND-2.dwg CML H: N/A 5114119 V. N/A SET REV. 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's £; Y. � I 'o art .ci3iTe�?z.n.Y;`:��: ` v.EX ;r..:: _ 1 1 I `�1 �' D v I DB 2715 PG 434 k; BLDG G5 .5;. `'� :,.s::a�� �;: ':'>z"' ;yny\'c;;.''.•Lcs'�'-0 �' t i ;,q ii : I •:�. 0 — -d � z :. 47 ��- FFE 47O.7t3 d' f " r TCO PARKING LOT y e`: HANDICAP„ 1: � f 5.00PARKIqSIGN <� 3 `et C� %r s: I \ I i 4 1 1 I 237 �H 1 �• .25t 16.00 _ z a .s wd / I 1 ;' GAS GAS " D` '` `; I t � -GAS '�' � / BANK TELLER o F -----� '� Q I I �� ��' I PR------ WINDOW p s \ C , SPRINKLER BAN <C E#NT _ 3 d ° HEAD < ONLY RANCE s �tr D 0 LY CG 12B CG—'12A { (TYP) D .(TYP) \Ft=B a' R=2.0 1 t , I R-5.00 I R.00 o C ,� _ _j Q R=25.00' ,. �. c, o W w- w : w w -- w w w w R_1 y / Oy Gas SN PRO IDE CONCR 1 Ex z AT CROSSWAL3 / V I "'".:. ':::: ,r:<' / :a STO SIG 24 STOP /f o / D BAR, TYP. 1 cn - ,:�;; % / 1 ® SDNJ J2�3 / .�»,�i�,:�•.,.:.�,;,... , / � 3z_:.� TOP � — T 7 1 . 1 S I G'qS \ __ems AS r GAS GAS `- �~ .,; _ �1 ';y`;•, r:;:a.,. / �O S , BLACKBIRD LANE PRIVATE EX Ali -470 — —; :_ `� =.t �k• ,.w. NEW/PEDISTRI N / 1 OypI / 03 CR SSW LK, P. r5N /( BANK ENTRANCE 4 STOP SIGN j / ONLY SIGN 1 0' SECURITY I 1 Mil n+iEYfr ,f U ° / AN N1N EX SFR K o \ I P� FM FM FM FM FM FM -- FNI FM FM FM FM° FM — FM FM FM FM FM FM FM FM FM —I— FM ` t� i f IF THIS DRAWING IS A REDUCTION o \ ; GRAPHIC SCALE MUST BE USED -- /__ _�—-------------------------------------------------------------------------------------------------------------------------------------------------------- 1------------------\------� SCALE: 1" = 10' 10' 0 10' 1 REVISED LAYOUT PER COUNTY COMMENTS JDB 7/31/19 TH Op ®, DESIGNED BY: PROJECT: SET REV. No. 2 ADDED STOP BARS AND SIGNS SCH 9/3/19 Irl U � Lic. T 267 A NO IQNAL SHEET REVISION BY DATE N0. SHEET REVISION BY DATE 00Ii0N dud 3 1 vivar ILLQ TLJWNLEIV I LK . ENGIC�IEERS DRAWN BY: C&F BANK, NTG SURVEYORS HMS/DSB ALBEMAR E COUY. V RINIA � DRAWING NUMBER: PLANNERS TITLE: ASSOCIATES DIHR BY: SITE LAYOUT PLAN C-5 NFW PO Box dl 19 Lynchburg, VA 24502 3040 Avemore Sq Place Chadonesville, VA 22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: SHEET NUMBER: Phone. 434.316.6080 Phone: 434.984.2700 www.wwassociates"Oe1 217036.04 ^t � i �{O� 703604C_SP—t.dwg L ML l 5/14119 5 of 15 V. NIA a c� TMP 61W-3-19B PARCEL 2 COSTCO WHOLESALE CORPORATI0�1 DB 4492 PG 1 / CONt7ECT TO EXISTING ASP LT IN ' a CONNECT TO EXISTING • � WATERLINE WITH. NEWT / LINE AND GRADE. CONTRACT R = + 45' BEN S ENSURE POsnM DRAINAGE �/ r > _.. X d TMP 61 W—•3-19A 69•71 6883 /- r pD . - PARCEL 1 (BLOCK G) o / \ 67197 ^3" OCT STONEFIELD PROPERTY OWNER, LLCZ ' a. d DB 4857 PG 503-51 1 D n T —LP \\.. A r y NEW 6" DIP D 1—.8 RED WATERLINE / ; by • ° 1-6 x6"x6' TEE \ / 30 ` 1-6" GV rw . D 1 TAP I d F A W k POWER ° I D z 1 6 V rRAr`�oRMER ti �;vk.: {j7 — . N1 WM �— —J \ ��s'y d NEW 90* BEND BUILDING G4 �.� N 9TY 2 5 D pd 69.81' 6.02 i$EN[3-\ Z--�-��GE ucE UG CONNECT TO EXISTING SIDEWALK IN 70.s' ° `.,. ' �. �— GAS . � >'::'��k� _ 6- _�- GAS LINE AND GRADE. CONTRACTOR SHALL D ' 3 D D 69.29' \ " D ' n T' `y$ Wit, p v GAS _— GAS GAS ENSURE POSITIVE DRAINAGE TYP. 70.32 s9. 7 i C D s ' U 69.86 ' D GA GAS GAS GAS GAS ° b GAS GAS GAS fi wY D D° b D 4 D © ° 70�52 a D a 69.95. a d 100 �e U, UrrrYr / b p °10 S7 B OUTSAN i mc A V ' BEND W a i \ b D 4" SAN ITAR D, FEE= 470.3o p LATERAL a a • W W � 3 .Y sDl%i r%�� 'u CONNECT TO EXISTING ASPHALT IN W. •<.Y_ D W ;470.73 EW .45LINE AND GRADE. CONTRACTOR TOP---'----------1--------_—__--,---___ _____—__----------------------- bBEND SHALL ENSURE POSITIVE DRAINAGE WATER �''fl NEW 9 r ° b © SERVICE LINE p' ''«= BEND ' 9. NEW 45' 3 - BEND 10+30 STR 236 i j D1 70.70 a i� ` ,ems. ` A ..t. AMP 61 Vd 3 19 NORTHROP GRUMMM T3i` I DB 909 PG 448 DB 2715 PG 434 BLDG. G5 \ D f Q ' s F'FE = 470.70 ° 0 .: ,> l .;. »..... z 47 70.70 D { STR 237 6 FIRE n I{ TCO PARKING LOT I d . a l ipOGHOU E MH >: PROTECTION LINE rz 1 0 a =;[k 7 i b I d \ II 3Ei'9<' I vaN' F V I \ i n V J II i 1 I I 37 i p 10+00 0•di 70' 1 .60 70.70 , I __:_._._u............._.....:.......w,...::�C,:;r.w,.:a.:....._..,.......,.....sv..... ,.>1..v. _,.,.,,.,w^7... _ D i � I 69.38 D p©. ° 3 3 D GAS GAS GAS I s9s9' - o`� 70.sv' y 6 .81 70.70' F -- -.: Q y r.�s f 70.2�' 70.63 rn j / / IJ. 70.61 "g / 69.54' /` 3 o / I <t 4 4 / - g470 sg GAS 69.99, DNEW 90' SN 7C 0 s;< / s..t _ 0 BE \ BED CONNECT T EXISTING ASPHALT IN /� I / Ex LINE AND GRADE. O CTOR `� %¢ 09 SHALL ENS RE POSITIVE GE \` ,.� � 69.57 �:��, 1 l 70.11/ r ' f ;— — z STR 235 °� _ z ; N <.h. .., :nU1 DI-1 _ J TOP, 47t15 .� S GAS GAS, t L f LANE (PRIVATE) 70 BLACKBIRD �' °� / 0910 < l�i 3�� 1� '( 704`d / J .18 r`::'>'::, „>::..:.: 70.54' F z SCREEN WALL l � JQC 30" HOPE :: 3::s.„ :. ..'.0 ! 1 29 SA� / C A/V MN EX SP�ax_ FM FM FP✓1 FM FM —� FM FM JM — FM FM° 8-- FM FM FM FM FM FtU9 FM FM FDr1 FM FM + IF THIS DRAWING —IS —A —RE nm GRAPHIC SCALE MUST BE USED RZ: fi = 10` 475 10 0 _101 475 5' 0 5' PROPOSED GRADE VERT' 1 " = 5' Exis-mr. GRADE 470 470 NEW 6" DIP WATERLINE 465 465 0 0 460 w 460 z 3 CO 0 N N� < N N 455 + 0 r + r + a r—r r + v—rrr *-+ 455 PROFILE VIEW II IF THIS DRAWING IS A REDUCTION o i GRAPHIC SCALE MUST BE USED _�t-----------------------------------------------'------------------------------------------------------------------------------------------------------------- ±------------------\�----+� SCALE: 1' = 10' 10, 0 10, 1 REVISED GRADING PER LAYOUT REVISIONS JDB 7/31/19 TH OF DESIGNED BY: PROJECT: SET REV. N0. 2 REVISED WATERLINE PER ACSA COMMENTS; ADDED PROFIL JDB 9/3/19 0� �j JDB STONEFIELD TOWNOENTER ENGINEERS DRAWN BY. C&F BANK, BLOCK SUItvEYOM HMS/[?S8 ALBEMARLE COUNTY YIRGINIA DRAWING NUMBER: b Lie. 267 PLANNERS TITLE: DIHR BY: GRADING & UTILITY PLAN C - 6 S S OCIATES Nam' SHEET NUMBER: O� Lynchburg, o VA 24502 3ah01 ve Ile• A92'_91 Place WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: j QNAL � Phone: -,134.316.6080 Phone. 434.984,2700 /�Illtt �. t r� i�� NO. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE +1 ♦ wevw.mwassociates'oet 217036.04 703604C_GR-1.dwg VIY,L l 5114119 6 Of 15 V.• N A 1/ h- yy i. Q \ , cn "if 1 z s IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED SCALE. 1 " - 20' 20' 0 20' BYPASS `-i^ „v� R':;;;.:�.'.$.;. • v 'SWIG 60" `S;:'Y`\'iF;,�, 60" RCP ^;^-^..'i:'E .. d 1 t� p • d. Dp pd n' D �.A Y•-D I z p D p p < D / D p � ., d d• p p Dp a . d d +4 � • �- D-y-- d d - d p ' d _ d p . p I - - W W W W -vfit, �_ wv 4 uv i D -z �§ � ".epD U-, 1 x: d . e STR EX 230 ;> y 4 Ida i5 7 j l- a : :► ! /DMA=0.97 AC s a 70 d i C=0.61 --- e bL / Tc=5min. �;°N --- r 1 p¢ 4 X a' j ElI MN i V --- 1 Jj® --- I � 3 � _J IN 0 I _ Q d .� / G v;y bA t p. p a p p �' Wiz. D �^ GAS GASAS . - =t 1 IF}.•t 1 p d.. , S - -D. p �. Z' •�'/``a - {1I d ( dC-� d 'd ' Dd ' a r v) i > p .:. ' z y p d. Q p - :t '- - -' p .• W W iOP - 47073 , _ 1 II BLDG G5 3_ f 5 ; IPED TO STR 236 0 10+3�A=0.017 AC > C=0.95>:i>• r =� C '�E('(?��0.95 �• � I _ � 3 a'4. (_ � to C 1 hI 470.70, I_ STR EX 231 1 '��_� w.� •. p �, _ DA=0.25 AC ..Y..............�yn.:__...� ......,.,... _ Y... Dd 3 + 3 �� 1 C=0.35 p 1. 1 s Tc=5min. / JF /�) ( L 9� 'D f 1 r 1 4- ? o � YN w �( STR EX 12 °� W ��" 1 r DRAINAGE DIVIDE, TYP. Ex DA=0.1WAC Ln ` J C=0.84 �->o Tc=5 IN. P ` 1 a•® 235 �\ 'i 33• \�� C° GAS r' ",.r.z '. `:%t*`• TCP = 37�5 CKBIRD LANE (P VAT*) l SN �� I 30' HOPE D ;:„ EX STR 235 t Z9 DA=0.39 AC0 �=0.5� - -- Tc=5MIN. ' FM FM FM FM FAR �a FM F�11 FM FM Fti1 ` 1 Project: Stonefield - Block G WWA Project Number: 217036 2371 12361 � 1'O .- co 475 = 11 c 475 Cn 470 470 1 465 465 HaPE � 460 N 460 N UJ r o v 455 rn co r CD o 455 O II�� NII C) II II + O 450 _ _ 450 By: HMS Date: April 16, 2019 10+00 10+25 PROFILE VIEW: Stormwater Inlet Computations IF THIS DRAWING IS A REDUCTION GRAPHIC SCALE MUST BE USED HORZ: 1' = 10' 10, 0 10' II 5' 0 5' PERT: 1 " = 5' W ENc1NeERs SURVEYORS PLANNERS ASSOCIATES INLET CURB INLETS ON GRADE CURB SAG INLETS ONLY N 0 0- 91 CL •� - C 0 V. W i F O Q qt t7) J m L U1 3 1 yp i s fl% a :� o tti W l^ n +�' 0 C o v >r c% a: > Q C in Q a ro 'S o o L. ° W rn ° h " a '-' > ai 0 t� REMARKS } h m U U J U L U L o rn CL 42 as m ,y+ ro a « o Z Z h +. ,cg a .. U a In `a c a c`a + a) J `° o a r3 ro a W w QI U t9 S > t- a► w aoi In +a3 a E V z T (9 a t9 •a - v =,- .__ 1) Ili _ $ J d w° In h Q { Ci h J M 1 O 212 DI-3C 8.0 0.15 0.84 0.12 4.00 0.50 0.50 0.102 2.00 0.020 0.08 0.46 0.17 3.78 -- Sag Inlet 230 DI-3 B 1d.0 0.97 0.81 0.79 4.00 3.14 3.14 0.102 0.18 0.50 0.36 9.36 Sag Inlet 231 DI-7 0.25 0.35 0.09 4.00 0.35 0.35 0.33 0.52 0.17 Grate Sag Inlet 235 DI-1 0.39 0.55 0.22 4.00 0.87 0.87 0.04 4.15 0.17 Grate Sag Inlet 236 DI-1 0.03 0.76 0.02 4.00 0.09 0.09 0.104 425 0.17 Grate Sag Inlet F LJ - L- I I STORM SEWER DESIGN VAVA PROJECT NUMBE217036.04 COMPUTATIONS COUNT`YAlbemarle DISTRICT DESCRIPTION Stonefield Black G -Building G5 SHEET 1 OF 1 FROM POINT TO POINT AREA DRAIN "A" RUN- OFF COEF CA INLET TIME (TO RAIN FALL (Ito) RUNOFF Q INVERT ELEVATIONS LENGTH SLOPE DIA IVIANNING's n CAPA- CITY (FULL) VEL (FULL) FLOW TIME REMARKS TOP INLET ELEVATIONS INLET DEPTH (H) INLET No. ACRES C INCRE- MENT ACCUM- ULATED MIN I IN/HR CFS UPPER END LOWER END FT FTIFT IN CFS FPS SEC FT FT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 I kz1} 22 EX 231 EX 230 0.25 0.35 1 0.09 0.09 5.00 6.67 0.58 1 460.91 460.61 29.6 1 0.0101 15 0.010 1 8.48 6.91 429 464.91 4.00 EX 231 EX 230 EX161 0.97 0.81 0.79 0.87 5.07 6.64 5.80 460.41 458.55 199.2 0.0093 18 0.010 13.23 7.49 26.61 464.20 3.79 EX 230 235 237 0.39 .55 0.22 0.22 5.00 1 6.67 1.44 463-51 463.01 65.7 0.008 1 15 0.010 7.35 1 5.99 11.0 468.86 5.35 235 236 237 0.10 .89 0.09 0.09 5.00 6.67 0.59 464.00 463.08 22.3 0.041 15 0.010 17.10 13.94 1.6 Includes drainage from roof drains from building G5 469.71 5.71 236 237 EX 212 - - - 0.31 5.0 6.66 2.03 462.98 462.86 16.0 0.008 15 0.010 7.29 5.94 2.7 ,!unction Structure 469.72 6.74 237 EX 212 EX 211 0.15 0.84 0.12 0.43 5.1 6.64 2.85 462.66 462.48 36.0 0.0050 15 0.010 5.95 4.85 7.42 Includes drainage to grate inlets located between buildingG4 and Stoneridge Ave 46922 6.56 EX 212 NOTE: A MINIMUM TIME OF CONCENTRATION OF 5 MIN WAS UTILIZED FOR INLET CALCULATIONS. DESIGNED BY. PROJECT: SET REV. NO. JDB STONEFIELD TOWNCENTER d ENGINEERS DRAWN BY.• C&F BALK, BLOCK C 2 SURVEYORS HMSfD5B ALBEMARLE COUNTY VJRGlNIA DRAWING NUMBER: PLANNERS TITLE: 267 D1HR B. DRAINAGE AREA MAP & C ASSOCIATES HFW STORM DRAIN PROFILE 0�, PO Box 4119 3040 Avemore Sy Place SHEET NUMBER: Lynchburg, VA 24502 Char1m-ille, VA22911 WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: ONAL Phone. 43-1.316.6080 Phone. 434.984.2700 217036.04 703604C SWM-2.dwg CNIL H: AS SHOWN 5114119 12 of 15 N0. SHEET REVISION BY DATE NO. SHEET REVISION BY DATE ���� u•ww.rvwassociates.net V: AS SHOWN OF 71771 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. - 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. .t NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. o 5. CG-2 IS TO BE USED ON ROADWAYS MEETING w THE REQUIREMENTS FOR CG-6 AS SHOWN IN APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, In IN THE SECTION ON GS URBAN STANDARDS. 2" RADIUS ;A, r .p. SURFACE � "vl sn • sp • sp • o p •� ' >p BASE 15D 1 . SUBBASE 6" ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED ERENGE STANDARD 6" CURB 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION *5 DOWELS 8" LONG A PERMISSIBLE AT 12" C-G � CONSTRUCTION 5' MIN. JOINT 12.1MAX� a (01 12.1 MAX B� z' •"` �B RAMP (SEE TABLE) TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS 5'-0" MIN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 .1 20 :1 48 r MIN. SECTION A -A ERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 t0 15 6 14 15 CG-2 2" R A. p. n .4, d' . SURFACE ,o o D�o�D.p�4 .4, fl' Djo�D,p6D •p.' •p.' BASE D�p�D.o�D SUBBASE s" ROAD AM BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.01 (n In U 11 II CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK cc-1z NOTE. THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. SHEET 3 OF 4 SKCMTM (ff.TBiENCE CG-12 DETECTABLE WARNING SURFACE F502 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 � t WAIM•- ��i►�s�ir�i�i�ir�i�i�„�_i�_��irf;.'��W_+►W­ W, ­i!=, a s -:a ;a.�.a.� a... a.- a a a a• ,a ,a - - - - - - - - - - - SIDEWALK DETAIL NOT TO SCALE NOTES= 1. TO BE POURED VDOT CLASS A3 GENERAL CONCRETE. 2. DISTANCE BETWEEN SCORE LINE NOT TO EXCEED 5' IN LONGITUDINAL DIRECTION. 3. PROVIDE EXPANSION JOINT WITH 1/2" PREMOLDED FILLER EVERY 100' 1 I ADDED INLET SHAPING & DOGHOUSE MH DETAILS mo SHEET JDB 1 7/31 /19 BY I DATE 1 NO. CG-12 GENERAL NOTES: }, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. r�i 2, DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3, SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4, IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. n ,MIN 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED 1' CENTER TO CENTER ALONG iq11 MA% BOTH SIDES OF TH RAMP FLOOR, MID -DEPTH OF RAW FLOOR. MINIMUM CONCRETE COVER 1FT/2'. 712'i MAX- S. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESS93LE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CRbSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES EXISTING LIGHT POLES FIRE ii pX HYDRANTS, DROP FILETS, ETC. ACCESSBBLI: ROUTES PROVIDE A CONTINUOUS ,L UNOBSTRUCTED, STABILE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12:1 AthX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 5 XX B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MlN AT iC , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING 5 PERPENDICULAR 70 TFE CURB. AT ;IC.r. , SAME AS TOP OF CURB 9. tYPI CONCRETE SIDE ALK IS 4" I�C7K. w1HEN THCE ENTRANCE RADICANNOT TYPE C SCRAF , REFERTTO STANDARD ECG-1133, COM RCIALL ENTRANCE (WAVY PARALLEL VY TRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2'4" TRUNCATED DOME C C �-�r O O Q O 0 0 0 0 0 0 0 0 0 a a 0 0 0 0 0 000 0 0 0 * 4 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0- - N o 0 o a o 0 0 0 0 0 0 0 0 0 0 N az" o U O o 0 a 0 0 0 0 0 0 0 0 0 0 0" 50% - 65% OF BASE DIAMETER 0 0 0 0 0 0 0 0 a 0 0 0 O 0 O TOP DIAMETMT_ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0.9" - 1.4" 4 VARIABLE IABLE BASE -DIAMETER �pqy LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACESPEaMATKA REV.7/05 GENERAL NOTES 105 20. VIRGINIA DEPARTMENT OF TRANSPORTATION 502 SHAPE TI CONTOUR OF PIPE i 4 TRANSITION BETWEEN d PIPE DIAMETERS WHEN DFFERENT SIZES OF PIPES ARE ENCOUNTERED. i NOTES. SHAPING OF MANHOLE AND INLET INVERTS IN ACCORDANCE WITH THIS DRAWING IS TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SHAPING AS DETAILED HEREON IS TO CONSIST OF A PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS Cl,XCEPT THAT 257 OF COARSE AGGREGATE MAY BE CG-12 PERMISSIBLE A CONSTRUCTION -*1 #5 DOWELS, B" LONG JOINT 4, 0, a 12" C-C 4' fob _ IN. 1 t1 W 0.1 ' � 10.1 { B -M Max B TRUNCATED DOMES A SEE SHEET 1OF 4 FOR DETAILS TYPICAL DESIGN BACK OF CURB 12•1 MAX. 48-1 MAX. 20, i �2 SECTION A MI �� 41MJAl x� ERMISSIBLE N '7''• CONSTRUCTION JOINT 4' +SECTION B-B 10=1 M > 10•1 M NOTE. FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET i OF 4. A 41SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL BE PROVIDED WITHIN �J THE MARKE CRO SWALLKD AREA 3 � 3 v toin U CROSSWALK v C ROSSwAj K TYPICAL PLACEMENT OSSWAJ TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 RUDIDU 1 CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A `1 SLOPE TO DRRAIN TO INVERT OF OUTLET PIPE SECTION A -A METHOD OF TREATMENT IN DROP INLETS SLOPE TO DRAIN TO INVERT OF OUTLET PIPE UP TO 4'1 IN DIAMETER AND CONSIST OF STONE, BROKEN BRICK, a ' 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. 1 d 4 e a 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 1V00T SPECIFICATION STANDARD METHOD OF SHAPING REFERENCE ROAD AND BRIDGE STANDARDS MANHOLE & INLET INVERTS SHEET 1 OF i REVISION DATE 302 108.08 VIRGINIA DEPARTMENT OF TRANSPORTATION SHEET REVISION DETAIL NOT TO SCALE 2 00 REFLECTIVE ALUMINUM BACKGROUND, GREEN SIGN WITH WHITE LEGEND AND RESERVED PARKING BORDER, AND WHITE SYMBOL ON BLUE BACKGROUND (TYPICAL AT ALL Ir HANDICAP SPACES) ~� THIS SIGN TYPICAL AT ALL "VAN VAN ACCESSIBLE" PARKING SPACES ACCESSIBLE _�-- PENALTY SIGN GALVANIZED "U" CHANNEL POST -VDOT A3 GENERAL CONCRETE TOPSOIL AND SEED OR CONCRETE SIDEWALK a A >: > N 4" MIN. 1' HANDICAP PARKING SIGN DETAIL NOT TO SCALE ONE AT EACH HANDICAP SPACE. WHERE HANDICAP SPACES FACE EACH OTHER WITHOUT WALKWAY, THERE SHALL BE ONE POST WITH SIGNS MOUNTED BOTH SIDES PENALTY SIGN SHALL READ. -"PENALTY, S100-500 FINE, TOW -AWAY -ZONE" PER IBC SECTION 1106.8 6"x6"-W4.0xW4.0 WELDED WIRE FABRIC -T.s • 7631 -z.. 1.. r. t••/ fir/ �.•/ i••/ +a-/ �rI �rI OWE' �'i7 •'I .•i , % /,"fir.+./I'+�/I-a•%/�-ay/%r�'/, �� .'1, fir:%%./��, A�t%Il�illp=ti±L+ft+i+ir.tiil 1=11 {1=N=11=11=11=11=11:=11.=11=f1=11={1=1f=- • ' Mod- = : --11=11=11=11=11=11=11=11=1 11.=11= NOT TO SCALE N0. AGGR ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Sq Place Lynchburg, VA 24502 Charloaesville, VA 22911 Phone. 434.316.6080 Phone. 434.984.2700 www.wwassociates. net PRECAST CONCRETE MANHOLE BASES SHALL BE FABRICATED IN ACCORDANCE WITH PART V, SECTION G OF THESE SPECIFICATIONS. SET DOGHOUSE BASE a EXISTING SANITARY ON CONCRETE BLOCKS e SEWER PIPE DOGHOUSE OPENING SHALL MIN. 12" CLEARANCE BE PREFORMED BY ° b BETWEEN EXISTING PIPE MANUFACTURER OR AND STONE BEDDING SAW CUT TO FIT PIPE OUTSIDE DIAMATER PLUS 6". .. ., .. . 8"X8"X16" AND 4"X8"X16" SOLID CONCRETE BLOCKS CENTER W/RISER WALL (A• EACH) ALLOW CONCRE` TO FLOW A MIN. V-0" BEYOND I OF STRUCTURE 12" THICK VDOT No. 68 STONE BEDDING DOGHOUSE MANHOLE BASE FILL DOGHOUSE OPENING AROUND EXISTING PIPE WITH 3,000 PSI CONCRETE OR NON -SHRINKING GROUT WRAP EXISTING PIPE WITH NEOPRENE GASKET MATERIAL BEFORE FILLING THE OPENING NEOPRENE SECURED BY 2 NON- CORROSIVE STRAPS, 1 ON EACH SIDE OF OPENING 12" MIN. CAST -IN PLACE 3,000 PSI CONCRETE BASE FOUNDATION SECTION VIEW NOTES: 1. CONSTRUCT A FORMED INVERT FROM NEW STORM LINE TO ALLOW FLOW TO THE EXISTING PIPE. 2. POUR A SHELF TO THE LOWER HALF OF THE EXISTING PIPE. 3. CUT AND REMOVE THE TOP HALF OF EXISTING PIPE TO WITHIN 6" OF THE MANHOLE WALLS AFTER THE INVERT AND SHELF HAVE BEEN FORMED, AND THE MH HAS BEEN FULLY TESTED IN ACCORDANCE WITH THESE SPECIFICATIONS. TYPICAL MANHOLE BASE SHOWING "DOGHOUSE" INSTALLATION N.T.S FIG. S-1-Al County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans (Handbook, pp IH-284-111-297 for complete specifications) I. The following items shall be shown on the plan:- Trees to be saved; ® Limits of clearing (outside dripline of trees to be saved); ® Location and type of protective fencing; 0 Grade changes requiring tree wells or walls; Ili Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: W All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. No grading shall begin until the tree marking has been inspected and approved by a County Inspector. 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Equipment Operation and Storage: heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. 5. Soil Erosion and Stormwater Detention Devices: Such devices shall not adversely affect trees to be saved. 6. Fires: Fires are not permitted within 100 feet of the dripline of trees to be saved. 7. Toxic Materials: �iiiil Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. 8. Protective Fencing: W Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. W Fencing shall be in place and shall be inspected and approved by a County inspector prior to grading or construction. 9. Tree Wells: W When the ground level must be raised within the dripline of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. 10. 'free Walls: 0 When the ground level must be lowered within the dripline a tree to be saved, a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunnelint_: W When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shalt be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup: W Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: W Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. OWNER SIGNATURE (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page 1 of 1 DESIGNED BY: PROJECT: JDB STONEFIELD TOWNCENTER DRAWN BY: C&F BANK, BLOCK G His/Dse ALBEMARLE COUNTY VIRGINIA TITLE: DINR BY: SITE DETAILS HFW WWA NUMBER: FILE NAME: DISCIPLINE: SCALE: DATE: 217036.04 703604C_ND-3.dwg CML V. N/A 5/14/1 Q SET REV. NO. 2 DRAWING NUMBER: C- 12 SHEET NUMBER: 13 of 15 We 0 s/ T NO. JUNCTION BOXES, TRANSFORMER PADS, PEDESTALS, ETC. - SHALL NOT BE LOCATED WITHIN THE RIGHT OF WAY. VARIES WATER SEWER 0 0 LOCATION OF OTHER UTILITIES (GAS, ELECTRIC, TELEPHONE, CABLE, ETC.) EASEMENT WIDTHS: WATER OR SEWER ONLY - 20' MINIMUM WATER & SEWER - 30' MINIMUM 'SEE PART 3, PARAGRAPH D; SEPARATION OF WATER & SEWER SYSTEMS. UTILITIES CROSSING A WATER OR SEWER EASEMENT SHOULD BE AT 90' TO THE R IGHT OF WAY. UTILITY LOCATIONS & EASEMENT WIDTHS NTS FIG. W-1 Z I N WATER 2500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS o AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE 0 I r II ADJUSTABLE VALVE BOX W/ LID i I -ADJUSTABLE & TAYLOR FIG. NO. 4905 LI I -I (SCREW TYPE) OR APPROVED, EQUAL A A d 4 A M.J. GATE VALVE LINE 2'x 2' BEARING AREA. NOTE : IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W-5 SHEET REVISION BY I DATE I NO. GOOD FOUNDATION MATERIAL ROCKY FOUNDATION MATERIAL INITIAL BACKFILL BEDDING 3 STONE * STABLE SOIL ROCK * SCRAPE THE BOTTOM OF THE TRENCH. REMOVE ALL STONES TO INSURE THE PIPE DOESN'T REST ON ROCK AND THEN COMPACT THE SOIL OR PROVIDE A 4" BEDDING OF #68 STONE. FOUNDATION IN POOR SOIL UNDER -CUT CONDITION UNSTA SOIL INITIAL BACKFILL 41 8' S" MIN MIN #68 STONE ILAR FILL AS 'k;., ,. ' ZOVED BY ACSA STABLE SOIL OR ROCK s• N OTE 1. NO ROCKS SHALL BE ALLOWED WITHIN 24" OF THE WATER LINES. 2. NO ROCKS LARGER THAN 6" IN ANY DIMENSION SHALL BE ALLOWED ABOVE THE INITIAL BACKFILL. 3.THE INITIAL BACKFILL SHALL BE PLACED AND COMPACTED IN 6" LIFTS. 4. NO ORGANIC OR FROZEN MATERIAL OR DEBRIS SHALL BE ALLOWED IN THE TRENCH. 5. BELL HOLES SHALL BE DUG OUT IN ALL CASES. DUCTILE IRON WATER PIPE INSTALLATION & BEDDING NTS FIG. W-2 v CD TD-2 I FOR ALL BENDS SECTION 1-1 SECTION 2-2 PIPE DEGREE BEND DIMENSIONS VOL. TEE AND PLUGS VOL SIZE OF FEET I CU.YD. FEET CUND. BEND L H T L I H T 90 2.50 2.50 3.01 0.24 4w & 6w 45 22 1 /2 2.00 1.50 2.25 2.00 2.60 2.52 0.15 0.10 ZOO 2.25 2.50 0.15 11 1 /4 1.50 2.00 1 2.50 0.10 90 3.66 3.16 3.21 0.48 Bw 45 2.66 2.66 2.77 0.26 221/2 1.66 2.16 2.69 0.13 3.16 2.91 2.66 0.32 11 1 /4 1 1.66 2.16 2.67 0.13 90 4.83 3.83 3.42 0.83 10' & 12" 45 3.33 3.58 Z95 0.43 3.83 4.00 2.83 0.52 22 1 /2 2.33 2.58 2.86 0.24 11 1/4 1.83 1 2.33 1 Z84 0.18 I. THRUST BLOCKS ARE REQUIRED WHENEVER THE PIPELINE : CHANGES DIRECTION. CHANGES SIZE, DEAD ENDS AND AT VALVES. 2. USE 2500 P.S.I. CONCRETE. 3. NO CONCRETE SHALL BE POURED ON ANY PART OF THE JOINT. 4. THE CONSULTING ENGINEER SHALL BE RESPONSIBLE TO THE VERIFY THE TYPE & SIZE OF ALL THRUST BLOCKS. CONCRETE THRUST BLOCKS NTS FIG. W-3 ROADWAY v PAVEMENT oomm smm aAN6 OR STAINLESS _ STEEL CA.SM INSULATORS AS 36' MIN. MANUFACTURED BY ADVANCE PRODUCT 0.25" MIN. THICKNESS SYSTEM% INC., MODEL SS1. SI. OR BY CASCADE M� �-9' OR STEEL CASING APPROVED EQUAL i3 12' CONCRETE FILL BOTH ENDS �2'-0�2'-0�T OR 8' T OR 8�2I0�2'-0�T OR 8' T OR 8�2'-0I 2'-0' UCTILE IRON PIP 18' OR 20' JOINT OF D.I. ((PUSH ON JOINTS NOTE: 1. STEEL CASING TO EXTEND TO BACK OF CURB, DITCH, SIDEWALK, ETC. OR A MINIMUM OF 5" BEYOND THE EDGE OF PAVEMENT. WHICHEVER IS GREATER. 2. ENDS OF CASING CAN BE SEALED USING MODEL AC PULL -ON END SEAL GASKET, AS MANUFACTURED BY ADVANCE PRODUCT SYSTEMS, INC., IN LIEU OF CONCRETE FILL. 3. MIDDLE SPACER SHALL BE PLACED AT THE CENTERPOINT OF PIPE. SEWER TYPICAL STEEL SLEEVE INSTALLATION UNDER ROADWAYS N.T.S MG. S-5 SHEET TD-3 UNDISTURBED EARTH 2- 34'DIA y ALL TH EAD ROD_.-_._.■ VALVE ';J 24" MIN ' UNDISTURBED EARTH JL 1 T3' MIN UNDISTURBED E ASTM A36 AND HEX NUT ASTM ASM (TYP) UNDISTURBED SOIL MP) L A-3 CONCRETE MAIN SECTION NOTE: 1. ALL RODS AND FASTENERS SHALT. BE GIVEN TWO COATS OF ASPHALTIC PAINT AFTER ASSEMBLY. 2. CONTRACTOR SHALL ENSURE THAT THE COLLAR BEARS AGAINST UNDISTURBED SOIL FOR THE MINIMUM DIMENSION SHOWN. 3. DIMENSIONS SHOWN BEYOND THE TRENCH WIDTH ARE ABSOLUTE MINIMUM. IF THE TRENCH WIDTH IS LARGER DURING CONSTRUCTION, THE COLLAR DIMENSIONS SHALL INCREASE ACCORDINGLY. CROSS ANCHOR RESTRAINTS FOR VALVES NTS Fig. W-3C TD-6 [COVER LIFT' NOTCH 14 1/2" 12 1/2" 12 3/8" WATER CAST IRON LID 18" METER BOX 1 8" }. 6" EXTENSION PIPE SLOT BROOKS (2 PLACES) 2200 SERIES NOTES: (1) UNPAVED AREAS (PREFERRED LOCATION): PLASTIC BROOKS 2200 SERIES WITH 6" EXTENSION OR APPROVED EQUAL (2) PAVED AREAS (ALTERNATE LOCATION): CAST IRON BINGHAM and TAYLOR No. 6015-B OR APPROVED EQUAL USE 6" OF BRICK and/or BLOCK TO INCREASE DEPTH TO 24". (3) FOR TOUCH READ METERS A 1-3/4" DIAMETER HOLE IS REQUIRED IN THE LID. TYPICAL METER BOXES (5f8"-1" METERS) NTS FIG. W-7 TD-10 SEE CURRENT EDITION OF ACSA NOTE: HYDRANT MUST BE APPROVED PRODUCTS LIST EQUIPPED WITH CHARLOTTES - FOR ACCEPTABLE VILLE THREADS WHICH IS Q1 MANUFACTURERS THE LOCAL STANDARD. LENGTH OF BRANCH VARIES 6' MIN 2' TO 10' (2701 7 CU. FT. 18 ALVE BOX #68 STONE ,. .. 6' GATE I 36 MIN e , ,w ` VALVE 8" X 6' + TEE 2500 P.S.I. CONCRETE : °:: • 9 °' a A; BASE AND THRUST t';o'; o ° l °j ' 9•.'.� BLOCK AGAINST UNDISTURBED STABLE SOIL STEEL PILE 3/4' THREADED RODS TO WHEN THE SOIL IS DISTURBED OR WHEN MAIN IN ALL INSTALLATIONS. A HYDRANT IS LOCATED IN A FILL, ANCHOR RODS SHALL BE GALVANIZED THE VALVE TO THE HYDRANT WITH 2-3/4" OR ASPHALT COATED THREADED RODS IN ADDITION TO POURING CONCRETE. IF NECESSARY, 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' 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 TD-7 4r MIN. r� 3e T. • � •� •:j a •.� ••: (22.3 FOR COMPOUND METER) •:. IV MIN. I-17.6' ,i• ! t • 3r MIN. 12' MIN. VANGNUT LOCKING ASSEMBLY 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 (2" METER) NTS FIG. W-7C TD-13 Agum DESIGNED 8Y: JDB PROJECT: STONEFIELD TOWNCENTER SET REV. NO. ENGINEERS DRAWN BY. C&F BANK, BLOCK G 2 SURVEYORS SOH ALBEMARLE COUNTY IlrRG1N1A DRAWING NUMBER: PLANNERS TITLE: sOCIATES DIHR BY: SITE DETAILS C-13 HF1# PO Box 4119 3040 Avemore Sq Place Lynchburg, VA 24502 CharIM-ille, VA22911 WWA NUMBER: FILE NAME. DISCIPLINE: SCALE. DATE: SHEET NUMBER: Phone. 434.316.6080 Phone: 434.9g=4.2700 wwlv.tvrvassociates.net 217036.04 703604C_ND-4.dwg CMS U" N/A 5/9 4/19 14 of 15 v v v v u v v v v v v v v v v v v v v v v v v v v v I-)v v v v v v v v v v v v v v v.� v v w./v v. �q 89.21' + I�I 7 �I / 68.32' j4� Mill ' r! *0 • • , i _ r _ -- - • • Vol of • � • • *0 *0 • • • • • / • 69.7t'� • R=3 �s8.82' • • i • • • -r • /y�� • 0.0 a.b� .0� ,�0 0 .0 0. Q.Q } r 0.0 0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 a.tl`-- �. 8.45; Q.a 1 .Q Q.Q QT a :_( q0I`=-O•'0l -- --- Y 67.97 - 4 - It �r1 *0 *0 *0 *0 *0 *0 *0 *0 *0 • ,' •` �' 1 • • • • • • *0 • I '-= 0.0 0. ,0 It0.0 0 0 0. 0.0 1 0.0 Q O 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 .a .0 0.0 .0, .0 0.0 .0 .0 0.a' ;0:0 o..� 0.0 0. 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Q GB-1G3�11�: �js 0.0 Q Q Q Q �I Q a a Q 0 Q Q Q Q 0 Q Q a a. 0 . 0 0�1 . Q3- ,, r tiQ E r, 0 . 0 ra-0 F1,.1 0 : 0 �'' - 0 01 0 F 0 p Fti1Q - �r,7 0 �bla. Q y F0 : 0 I r Ftil� „T Q .fir 0 . �M 0 01 r i0- `� ,� 0 *�' . 0 0 . 0 0 . 0 0 . Q I 0 . 0 •0 .0 CJ . 0 0 . 0 0 . 0 0 . 0 0 . 0 `0 . 1 r, �,37u Pr� . r ___}------------------------------------------------------------------------------------------------------------------------------------------=-----------------------' o.o o.o o.o 0o.o 0.0 o.o 0o.o o.o 0o.o 0o.o 0o.o o.o 0o.o o.Q 0o.o o.o 0o.o 0.0 o.o 0o.o 9o.o ao.o o.o o.Q p.o o.o o.o o.o o.o '0 .0 o.o o.o o.o o. *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 ad.joining residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and property in residential or or rural areas zoning districts shall not exceed one half footcandle* Lum,naire Schedule Symbol QE.y ha b el Source Lum. 11I,F' [MANUFACI 4 AA 1300 1.000 V2 LIGHTING 9 B 870 .000 LEDRA BRANDS 1 B2 1730 I .111 LEDRA BRANDS 1 W 1963 1.000 HUBBELL OUTDOOR Ca] culaLion Summary I I� Label C:alc'Iype, Unit-s Avg ma � Min AvgIM In; Max./Min ATM TNTERFACE T11„minance Fc 10.80 13.1 8.5 .?7 1.54 ATM RADIUS Illuminance Fe 11.70 13.8 9.6 _2 2 1.44 Prepared by: LIGH'FI NG V I RG: N I A C CENT RA1, 40OG-2 Sout-hlake Blvd. Richmond, VA 23236 Tel: 804 379 7777 www.lightingv_rqinia.com MH - mounting height in FEET NOTES: . NO AL'I ERA'I' .ONS OR NIOD F' C A'1' IONS SHALL BE MADE 'I O ','H , S PLAN W I THOU'!' "HE PERM 1 SS I ON OF L I GH I NG V' RG. N I A CENTRAL, ADAMS PARNELL, I,LC. l . '1 HF; OUTPU'I ON 'THIS PHO', OMETR1C: LAYOUT' IS •SPEC! F tC TO 'I HE MANl1F'AC:'I'URER AND CATALOG NL[IBF•kS LtS'1'ED IN THE LUMTNAIRE SCHEDULE. SUBSTTTUT TONS OR DEVTATTONS FROM THTS PLAN MAY INCUR STGNTFTCANTT,Y DTFFERENT RESULTS. ANY SUBSTITUTIONS MUST RECEIVE ENGINEER. AND ARCHITECT APPROVAL. REVIEW COSTS, REWORKED PHOTOMETRIC LAYOUTS, PRODUCT SUBMITTALS AND A FULL SET OF ITL REPORTS WILL SOLELY BE THE RESPONSIBILITY OF ANY CONTRACTING FIRM MAKING A SUBSTITUTION, AND MUST COMPLY WITH DES -GN CRITERIA AND WITH ANY APPLICABLE JUR1SDiC'i10NAL CODES. 3. S 1'!'E DE'I'A I I,S PROVIDE.) HEREON ARE REPRODUCED ONLY AS A V 1 SUAI,I ZA'I' ON AID. F'. EI-,D JKV A'I IONS MAY S I GN I F' I CANT I,Y AF'F'EC'I' PREDJ C F',J PERFORMANCE,. PRIOR TO I NS'I'AI,L,A'1' !ON, CR I.1' I CAI, S 1':'F. . NFORC•IA'.' 1 ON (POLE LOCA" IONS, OR I EN'I AT I ON, MOUN`l'ING HEIGHT, F;'IC.) SHOULD HE COOHDINATED WITH "'HE COVI'RAC'I'OR AND/OR SPECIFtEk RF,SPONSIHLE FOR THE PROJECT. 4. LUMTNATRE DATA TS TESTED TO TNDUS7RY STANDARDS UNDER LABORATORY C:ONDTT-ONS AND SUPPLTED BY OTHERS TO LIGHTING VIRGINIA. OPERATING VOLTAGE AND NORMAL MANUFACTURING TOLERANCES OF LAMP, BALLAST, AND LUMTNAIRE MAY AFFECT FIELD RESULTS. 5. CONFORMANCE '10 FAC-L-TY CODE AND OTHER LOCAL REQUIREMENTS iS THE RESPONS'BILITY OF 1HE OWNER ?till/OR THE OWNER'S REPRESENTATIVE. G. CHECK GRAPHIC: SCALE. )OCUMENTS PR I N'I'F;D OR PLO'I'I'ED FROM EI,F'X:'I RON C F 1 1,ES MAY OCCUH A'I 0" FIER "i HAN THE DES I kED OR ASSUMED GRAPH 1 C SCALES. 1'; IS THE; RESPONS I BI L I "'Y OF' 'I HE REC I P ' EN'' '10 VF,R I F'Y '1 HA'1 'I HF. I'k I N'I ED OR PLO 'FFED-'IO-SCALP. DRAWING S PKIN'r'ED ';O SCALE. Descr:pt_ i on C3LS-N-N-W-1:3-83-30-60-A5 NU RD X7Ml9 OLM 3 0 K 83 D60 NU4 RD XTM19 20LM 30K 83 D60 LNC2 18L 3K 035 3-DB LIGHTING VIRGINIA CENTRAL 400 G2 SOUTHLAKE BLVD. RICHMOND, VA 23236 TEL.: 804-379-7777 Excellence in 11luminatl(r1 Engineering So#tware Since 1984 wtrnv.rigi32 corn anrster -x yvaF4 2916 ipt�rro.�b,�E..lnc. ' E 0 U w I I U I I I I I Revisions A (U 6 Z U E 0 4--1 i Scale: 1 inch- 10 Ft. Page Mof1 �t 10124110 th ,�'Oq _J I Q Z 1 !17 W h w/ 4a 0 E •b C �Eym 4 E2 b 100 (p M h V. N ./ Ix 8 L_ 42 I 0 M N V. �A4r, Job Name: CKS-N-N-W-13-83-30-60-A5 A� Ap LIGHTING C&F Bank at Stonefield AA VIRGINIA Notes: a r E I LV-CENTFiAL19-27711 RN TM CLRiE 3 00 LX sconce Submitted by Lighting Vir inia-Central Catalog Number: Type: ty',,,,AM, Job Name: C3LS-N-N-W-13-83-30-60-A5 F LIGHTING C&F Bank at Stonefield AA -, VIRGINIA Notes ",'4RN£''t' LV-CENTRALID-27711 T',1 CORE 0 0 L-X sconce Submitted by LIcjhfinq Virginia -central Catalog Number: Type: r;''apA4l, .Job Name: C3LS-N-N-W-13-83-30-60-A5 AA '', LIGHTING 'C&F Bank at Stonefield "', VIRGINIA Notes ''r.4RNE1, LV - CENTRAL19-27711 Do CORE 300 L__,X sconce PROJECT - -- ---- - - - - - -- - -- OIPAE filzilOt' S (.Of OH OPTIONS Sob h!occs Anodized a»°kS.'�`ar`'''?' Al s Az A3 SELECT type Effect0 11_'e�Gear Isar Charnpagre Light FINISH 11 Id c"` Part # - .-- -_ - - ___ - - _.i r SPECtFICAfl+3stS — _— _.._ •r,,,,,„eeN:r_nerd35•ana4 AliWe D A6 •cu^d and ocWgsna,indc, bores Mod u^, Olack 12l ^r Ik.11 , s_=la, d r,en. sU a I„rn n.+l &un,e F .., v,A; .1,•y hit, CAD JIr.,n , Source X,cato )l LED module - up to 3000 lumens C.C.T. 2700K, 3000K, 35OOK or 4000K Color CanfasLency lx2 SDCM (MaCAdam) along U13L, CC f +I- 4GK to 70K Duv +I- W I cPt,m d„P anc- fur cwti VY'r,c' I_c LtC :f„c', c,de, :oee= o Metallic hit tit "''� i:1! z , c;1 M2 M3 M4 Cull (He) e3or98 , utr,e.<, •Je.,errJs x, -u ,.:r..a , <, xar Pre *� Se.1 n. x,r, Fusel Oray Chr=n.u,; ;Nk'';:.:i� :: Gray Driver ! Location Included / Internal •wnh remote or deep Canopy options ;,a't I3 1 22 k i qrI _^y` :. 4 :'.::.�, Dimming IOV or phase dimming to ID`b standard: DALI, DMX and I`7s dimming avallabo _ <xk Dlm g tY P 9 9 y! 1 L- O 1"J 1-IONS ------------------------- U O P! f H iD 1 O t] f E (DNS " I ,.«.,r�'' D versions are 120VAG grit Ira e t 0 to 277VAC. base dirrxnabl n ut VD 0Y 9 U ph ase 4 15 M6 hi7 MB M1 r : Life _ur.eV U' VuI nr u iJ •, '' I LEDs enfinllprs 0 Paver Up m 36 watts max, Depending O(I LED rnr.(Jwe i driver Ranaaor p V mr'1aI noon rr.,y rnd r,,;pncr old era::': nx= o -pn LES' R1 Lumens w tta e` Ethcac m , I'll, t nrr: m urn,:• r„na P _ r'tuv.s d riff nr m lDv � I I 4'<'�' pb C a 9 iw{ yl JY,O a ^u,a' �'�, r,t I cDs {{ " 4G° or BO' held replaceable r hou � 1 nellec!or 20' rx ,r lud il- .1 /•JJ SO i� c. bs, pn,'4 L;crriratN: ., U, Lroal l'r.e Dud n V f I sum with stainless Stec ardt a o 1C machined a umn ,h s m ss 62 Material CPn ila :: p)asaov'x,=m a : s 11, -a-83:3 l3rD 117 II' ddc= D-1)V, DAL, v WIN I, In f Finish Po'Ader coat - TGIC polyester for exterior and interior use g zwu l9u ,02 - Wel Weight III. 2. k cl:m,.n -n nrl,.r:-n'r:,:l,-Iwre •' A•rrratcssntana 5 3 I zo=a •&6o' 19mn, -:m 29s Inz ,nos. le 9 I 9 �;,, o �/ w,xdr ,,.-umm^yn ;-;,�•,. I .1 r ) local a is (De r 4 _. _ c, H,-lumo*-• s_,_,. CcM%-. o o,h_ , o sa Basic L1 L2 L3 L4 LOCnlinn Listed for VJP t4 Ua n{ i �`( Ra=ma 91J los a9 Goss4Vhc. Gloss Gloss Gloss Baca >-3O Din r t.k ' Listed UL 1 r 8 2 7r3 H7 and CSA 9 S' (3 (7 �9 I C ,, n. Ca,. Approvals EZL to 5.1 A r, as �.' PPI • SI , ,1 I F : �ln.. n ,u I I I- V:.r , {(j( 1 i, &3 H , ° . 1.. , � II n S�. N I5. n5 ' " ^ 3f0 2d a S CPI LtL: art.a's arc>+J1otle k�r u_m L;,.:e..wl LBO Life . 50,000 hours at 80% lumen maintenance based on IESNA LN9-6008 v P Ur tP.l a _^I,•, ._ Warranty r N I 'n - W'r.n -'I. Limited L' t a ra tD deta s A rr n Lifetime L fed £aria see ! a d b Y hJ - �.Ip , in S, 'i ,IulrFlnr A I,.CO rk r,.xsr^ay he l,rr•.,1, 3r1rzvr, n,.,-.rcr;r,'L, :,. ;,u^., IE5 Files LNt-79-G81ES fires available at t'.rvvvo v2Li Min Grou cemidaernloads s s„h T ( 1 ti; r::::::'s`::::>:r,',;.•i%''� T2 T3 T4 9 9 P I u.1" U e jin,d CxLned exi r eJ I I I ., c. n.. ... `?itomc-n-:':^ :s'r3 ar L(:Rmrslr r-Y:dclr ..r, rn-r :#`{ s 'Dn I possible -consult facto x.p Id door An modification s ass N'bdiilca factory - Matta SVh,'.e 'i�'Yi„ aCa c Metallic h airs 61ack H.P. 'H19-fool.- bu,pt,lsarexvalabel,C D iU,_I4YJrare, it:a„",,:ty�;c - i ITL , iA,,vry l a ..l. wn'tanc rx: urx,g'__0 rrrvur. _ LCb •:,.'nine s - , i,; (;`;,:,; I lgnr Grny nark Cara/ 3:T E nH, �-.,,I I..,, ,,. -ul r. �/•'���) er:ex:.n s°ra', ve. ,.. dr.aa•is.,rr, 1 -r , • o III +a 'rl - ...:,._... ,.>uGi INDOOR WET n n DI MM L _0 4 1�� TI.N L. A . XICATO — 4 [.flew — wa,5su Sparkle i�`a SIS2s3saORDERING LOGIC ------ -------- - ---- -- - -- - -Light Deep Her: Hurgi,i ore". Crange fkry r hhnrduuJ 1 r.1. , n,1 cm- Cr,T wficcl:,, nnol ranr ")ollbr+ M.CU' I cr.:t.an .mr» nC P P nn 'A p , ss11 In $6 Is 87 sa N_F rcl N1•Jssto _ -,'_,,aryl,, se" Iu17 ., 20_2n' %% '110e: U23 tllUe Sk BJe : 94rQ tit Ci•=en V-calp P=Prase Nl=y:el 10=9h11r 98=9a'30-�OUC( _l.ea cha'.o',agc 4i DC_cG V-0 10V 13-1300Im35-35uc< 5'0-60' czripy z=nrxr ao=ayy.,r1, 4rJ=1suCa zz_a.,lnm 3o=:iJ'rJrn 7124t2019 SELECT FINISH 98 Cnl co' ada'abl° I sees Ira The comprole 'arne of poxde' coat colors f1o1n Tkye- Thvia : Is ava,latle - oche ill factory CUsft., match ..',deer :.a: clefs are ova I.N. - comult factoy Pr d , e , r 1 <S• l ,,, uvl v2 C 1,a ' . , S-1 H 4 belure s'e,:,l ua Fw,q,ia Pall Ntn,a„n-C3Lrr/111629832Tafl-$l ur,.•_rc Ln u,., .sc a!Ss c. ., ry CfJ,t 3000 LX Scss'ce-INlernal U' No D r i,,,, OmUpt.rx:at-;I-2IJQ rt 93Cit 27C11K 40 H,d6,dv,-53 Had u. if to n v,fl dpp'a. :ul _,S P Y ,i ___-__,..___ _-_ ____ _____ ___ ____ _ Ic ln< < my i51i07 Lyn9015 v7 1 ,g'tlu . Cel,p, no S:>- lilI .UunU cubs-i to I Iul,y,; w lh0al no,'cc v)I J hlJCr :up com I Submitted by Lighting V{ inia-Central I Catalog Number: Type: i?kf:'i'pAM,p Job Name: NU4-RD-XTM19-10LM-30K-83-D60- ;:)' . ' LIGHTING G&F Bank at Stone field XX NC-XX-XX B VIRGINIA 4RNR� Notes: j�lj�q, LV - C,.ENTRALig-27711 17 \[-Pr V -BET Alphabet by Lad,3 Nand., Inc I 15tt:le 774 G.t,way GPH 714 25ose Tustin. CA927EC I9 `l FAX 714 259069 I pJ Pnabe" rt •9 t ran tom NC - NEW CONSTRUCTION 4-3l4" - ® _ I s!1P__ .,,— - i _- I/ I I 1 I I� 11-718" _ - i"'"I'll, cutout 4-3!8-dmmeter Ir __ 0 E o ° OF I —I N, o f_____JzL rI ;. _ !. f. 14-118" 4- 4.3r4 aperture d menstons RET - RETROFIT r' 1 _i l I L__r i r ir2' 2 9" 2 1 IC INSULATION IN TION CONTACT HOUSING 14-778" I,- II ,J 'rl��,, . , . . - � . . . - . _____a 11.1-1 � - 18-11'41. 15-t2' CP - CHICAGO PLENUM [CAT - INSULATION CONTACT / AIR TIGHT 14-7y8" L - W -;. - ",e .,.. T., _L 11 15-12' 18-114' I.a-,,urrye.Jrtlabaerlhace9,w.,,.S.,b,a.ee,P-.tPrghrro."n.10hn,,r,�re,epenftatore.,.amn8.xm.,no,xrpw,Jn.Or. x_Pr"ncnonor,he P`od.1 u18191 NUARD I Paga3„f4 100 11111111111111111111111 I., '51207 ,s'2015 v2 L,gnbrg Gmup, utc Soec t,cat,o,s subject t. charge,�t,t ut nouca 'i f LIGHTING Stonefel C&F Bank at I d ^, VIRGIN{A ALPHABET LEaw, II W tl4c�'.� . ��itidwWuwi � - SERIES NU4 TYPE RD mold dvill bOhl LED XTM19 XTMID 1JLld 8701m IILIA 1111In, 27LrA 231 r DELIVERED LUMEN I 500 im 30_Ar z 33L d 2137 In, 40L U Em M 3J3 27K 2700K CCT 30K 3OWK 35K 15OCK 49K 40OCK CRY 83 RI 83L 90 50Cm ---_ -__ - -- -_- HEAU 40' high cificenc i rli.cl ten.; o 95 -- --__ 9 ) i HESO 6' h n frig en d (fused e s U 94 0 9 PY I HE80 60` high etLc enc d,trused Ions 9 93 g Y ) REFLECTOR C 2 c tar v. h r] ar S 9 2U' S o u d .n& 090 p LM MULTIPLIER & V S D ccul r„ c ear I - 1 OOI 3 3D s '.I P ens( 569 FO'spacUlar .r.N ctaar i.nx {n OS) BAG 40' defused with aear lass IO Sea 050 50' d:rfused .,Ih cleat ism to 89) D50 60' d,irused with (1.ar lens t0 90) VOLTAGE 120 12UV 277 277V DIMMING DIMJOZ IN, Ili freeUIOV dm,nhu; to0`6 He w cnsm,cunn .tun ceing filling plate 1C Ineulatc, contact rousing MOUNTING OPTIONS ICAT u151„.ran cont"o,- hint hu,sin9 RET re ,tit no col"It titherat e P TRIM COLOR WH ,,,hit.. BEZEL COLOR WH uh i= r-ORDERING CODE RU4-RU-XTMIS 13L'A-27K-90-S60-Iza-Delta-IC-INN-WIR NOTES III e •noire ,an,.,,. Iwr„"'a,„ ,i., ..I NU4-RD-XTM19-10LM-30K-83-1)60- XX-NC-XX-XX B Notes: TV -CENTRAL 19-27711 Aiyh..bet UY Leara Brands, Inc I rosin CAt 927aUr, Aal �0.k77!42599969 I AlphaUCiLIyI;hnly aura Zonal Lumen Summary Zonal Lumen Summary Zone lumen» %Lamp %roil Zone L.m.a 0-20 48052 NA 41 Do 0-10 1273G U-30 9sl.58 NA 6140 10-20 35310 0-40 113516 t JA. 7! 9 2J 20- 30 473 Cb 0-1h0 Visual NA 99 is 3040 Ism%5e eau 116737 N A 9970 40-59 17 16 0-90 Ilea 34 N A 9960 50-60 5 32 1U-90 104099 NA 8890 b0-7o 4 05 204LI 65764 NA 5620 /0-do 265 2050 674.83 N A. 5160 bit of) 097 4 -7 a u 2656 NA 23. 4ouu 054 60-60 6 71 N A U so 10, 11 , 0 49 70-80 265 NA 02D t)o 120 045 80-9 0 0 9, N A 0 IU 1' , aU 2C I 0 36 9R 110 10 3 NA t 0 0 130-14U U" ,9 -1 90 20 14 7 NA 0t0 140 ISO f G ) 4 50130 1.8' 3 NA _ 0 20 1, GO SO 1 0 17 90150 2 3e N A 020 Ie0 111) 0 11 9Rtau 268 INA 01, 170.1bD 004 110-180 Lob NA 010 0-180 1171 02 N A ran on k.: c° ) o , at 'rLiSP, Ma{ re"'?1.,4Ptcd.'4Rs!,crq'M,N:.`.`:`ay'C;'>".7 T vi 8' Se L, I, g i oat nk k:) ,,,, a tr :' n a l e, 11 �24 .'; lb it 21 4 Ak' �'� ��, A R I areA-4°H W W r n ab .I.aR k � 225 H ' Y.ean, wk 43 $` '- NUa-RD-XIM191.21-M 3CK a'3b0- .-DI1.111 RET .11 vat IRlarm,in.gr,nn.Wo,h.-,,,M.r".,.6,L.n•ere,+7an,n:k,hi,,n nut,rnn<a,,,,-,La,o.",r.a,e-.",-.,,."""l'...turn,.,lrr,hatm,,"-.lhef.m,,nc 118191 NU4RD IPaya4„fa BY I DATE I NO. SHEET REVISION v2L - n GrouP :om 2 g't'' 9 rev 1S12U7 Kj:Z(:1d t2 Llg:n,rp Group. Ire SDece cahans 3Jblect to change witno-t hot, - bu.mine0 oy unnunct v,r Imo-t-entrai ualal0g rVumU6r: I ype: ;:s:";PoD, LIGHTING NG Job Name: C&F Bank at Stonefield NU4-RD-XTM19-20L1V1-30K-83-D60 XX-NC-XX 3(X Bz VIRGINIA „'7RN E, Notes: Lv - cEHrHau9 vt l : l ALPHABET Plpilebet LEDrA" 1 L, Ledm Elands. l„< '577.1 G,"" C"'J. 1 PH 714 269995A I glpLcbatt:gren, , Turin CA 427dd FAX 714259996y Uuum JOO NA°dE -- -- - - -- -- - - - - - -- ----- t*,k L! , LM-79 �CONTACT--- __ --' - i7!Tr�� __ _- .._ __- _ ___�ORDERDIGCODE - ___ - LED %TIA,9 XrM 19 11W e'.Un iOL:A e7Ulm I RMEMM DELIVEREDRED N LUMEN 20LM , 71U Ira u b im a m XICATO lumenetix' 4111 eidoLED ...aLl I 3, /6U,m 411 r-_.-__v_ ccr 27K40tM' , VOxK rru,• , 3aK DEK rant 7/24/2019 35K s%ox 40K 11;e0f,K CRY 4CR1 83 83 98 98 CRI n f c' dins- .v 011, r, ,yr en 7 HE60 40-n e k H% tc datu- Ins r094 ,gha _cr r en HE60 OU`° n �n1 d I : 'i .f REFLECTOR 1 hahrc. , dttu red ens 09a HEBP fS0" cry 1 , y 820 2D-s• ecu Ur .,Ill Lloar la a,09:n -le,u a , "Ill 11 W'1 sea 3n-'Pho & d's, S60 6f,,"sG.cular,vdh cleN le, to 951 `y� @: LM MULTIPLIER 040-O',P...dv,,d, clear I°rw 11 dal in n p .fin hn'r"t. vlt.,,, t,I.., N80 eD'antl,an; wnl:e'nrtn clear Ions t0091 13ao Napa'2 fur ns,-twvl .drily. woe„ NoL EN OPTION sa o NL' rbns lie VOLTAGE ry 277 , rr,, PLEASE SPECIFY o1M11T 5.1.1vN drie r nl lh firck,:r tree 0-UV cram rig to f°., ` a ", h''it Vdnv al r Ul. GI Mi' > 0 DI )l ea , ><i ° tY I n ' mL < re¢ DAL d n 0 LI 119 c OALiP Ticker ,ao DAL b 9 '-4 ' ,) DMXL h,,I,-"IIin.2 non •.0 U°e } 9 'c "E t DIMMING 1, rut. 4. ¢2 IT LIE' ,q `sl' .. a i 9 xax nn„ w I, ,P Ecos' >le ri d Lur u r u, „o n a n,n&fad is BlacN :' 1'r ,ur, l4 !na•. P•um.°, E.+,6 sx:l ,U ruv, rue ° L41tP"' Lul Y i ..o n 3 sort Fail,. daR cN ... ... .fa I,•,:.Ft') LV' tad'141rap e,Yr„ E J ,V. , 'J DESCRIPTION The NU4RU 4` recessed rf .nnll tit U' ALPHA8E7 often multi la ,uteri edge LED fe,,hnolor 1 s 0 p a 9 I 9 g J err n ,dried thoughtful ' n trucu.n' n leasd, E9thenrS Hare der .. ,,a s and O d Stan d w,ih prerrnum p uuy P y a e!, in d,mm,n ush I.1.LED i°'1.Mae, free dri,ere in 11OV. 277V dud 347V Arrh,n,gh ¢ f 9 3 E . st look IS arh,.ved onto an ultra thin 1/16'tnm that O only 506 ywide Color Chol<.s• of tooth Trim MOUNTING OPTIONS ,uDana k' 3 I r' uJLW, contact%aid hl hr.nvn cA V V CP' ,tiles a le 9 9 P n nET ,.omct nuredry nano�rate WH tvh,tta and e 1 fax customized optional high is enc• 8n hlView d,H sed i ns for s no di B ac o ,zed Look O fro eH u . . !. P g f g F II h! J `nr Di b. n•1 r U, n L Image P. Several r I Death angles es and LI1E PTI .available 1 n a> S(.fa G l rid a a a G GS d a 9 9 gt HOUSING Elec\rocoatact i6 gaLrge cNd ro{4ed steel prt,vVcles cr,hanted Stn,ctural ramturr,emeni and ru54 pre,entan Superior flame retardanl UL corifted vljeehcn minded conunereml grade Lexan,' tPC) Lt used for the Frame and Regressed B... I Fnm Lexan provides unmatched dur16e1fy, n IP111 reslstance. 250'F thermal res,,Whce and Is UL tested for UV resistance and water TRI:d cold R i �---"'-' BEZEL I COLOR MC +r.,tln,,,,, r PLEASE S 8K Lla 11 SPECIFY ez C ' 'NH whsa M. „'arse u,.e.1„r• PLEASE x, car SPECIFY ..Poem. in outdoor aoQuoidnns Therlroln advanced -d¢ad hest sink usm!l been alloy WT 'whew Wet ,,,at on rated Ls offered .stardald 90min co ,tanf w,,r IOrAemargencv bafery Lockup avaliab!e u, several power options MOUNTING tOU NG EM7' .eryency Qa!tury hacl,ip sU rmnut.s at 7,uat(5 In LED ELECTRICAL EM12'• ,ergenr-7 barar4y hs" aJ minuted al i2 warts to LED ! a' Irv' ! I "n.nm,<r "rORJ !V unlar se afield 3 /k12 H, W'r , OPTIONS V + t An advanCad ntUunting ey5lem a1{m..s f.r grncn and 36tu,9 ,nstallabon with iED and OPTLOtl pin P76489 Driver 5er4,cea 1h from Inw the cadin The LED ass mbi uses two die cast ale in,n.... b N .e J y ----- --_- l-- ------------ --- - ---- hloun In Cain Gri 3 tit G trial surer out to h ntan mltu varin6le cenln ;h,l:knr;ses' C ) 9 P G l 9 9 9 n In from 1!8 to 1 S:a thick Into' stud rutrber teat on each MCG rOv de a ran s i g p p ay 4 rat a r ' nt Install' i n Thw Id en tit stemma s role it.. t,alow r. V' vvb w ra,st,s ni n dd MCI, s crx s yi m9 ORDERING CODE - b removing the ma In Lens8ezal Assembl with either the included sustUil cu ore Y a P_-___.__-_._-_________ J Y L____.________ r y e Integrated rF'n w'f t rt,{e rat oth dn,Il T-bar mUlanhn e bad , a rats a u1 k) ty , s. S 9 5 g y •lire w!th 1 h e far Ill •ea end x b,i,t it m a-3i4" s .Is ock,n .Yes tab o mst es (.ran<. a e tautll o I m 2u P J Y fend.. rnL-eL �xn,s-` wn,:r,-a e. L-c rr �i,- n,fiPia Nub R..xrM1a•uLM-sS,r-ae-.sb�,zo-orMm Nc-,aN-wH-EM7 REtrodt mc:unLng eptux' a9rnv5 for msta!lat nn from below ,.,brig 6y use of compact Sn,er j %Tk119 POWER box Doing cutout size ,s 4-3/a" diameter LISTINGS DELIVERED LN WId3CRn VA (ataCRn fa t9dCRl) vA tydCRil 610 95 he is121 ale tea I:31 154 tsl 1131, 15 G :V 9 216 I V30 159 2iv5 329 33P 2c00 'Jos 3ei8 429 72E -ETLus Listed to UL1598, cETL Listed to CSA C222#2500 -Type lion -IC IC GP Ainght A57M Standard E283 -5mlaDia f.f'Nel lucat,on5 IP$S -Hun-uunduuiva, Lexdndaad-£rent consWciUn Made In trio USA - movis die ,equnentents .I hie Buy Arr:encan w.o ,<n .it,, Ir.. ARRA srw lea ids I N-A 141, NOTES LED INFO -r4- . - 1X2 M.31• air ill il- 1 -SIN, ,kf , E pse. Guv 0 W caiw uti . r�rxi �,"drn�u ! c-y FIN',.+ - err�Irb',a esw„n x.'EL, ''YCl:t >¢,r ,.Wdead,. ,nS+v„°.,,,.im,-..,6,.n,-'I bin C.,,er..,OW m i 2"d�M10.F,el r, 3 ^r,s uy.ml-„aa ,r•st.„ , „¢....r,,..",.. irn,,, ­1­1, ,,,,,„„a., 1­ ,,.w,v,,,. III Na-^-1raat'cnx Txeaeastordainu..s.Aasa1.1-.senWam„ncn au___s afirauelnorrzatr .realnre„rurswnaI,o,,x. _. halcura,d Iraprw'.ct via is NU4RD IPage 1 04 BY ( DATE v2L, ntin rouo co�, 4 g gG LIGHTING I C&F Bank at Stonefield Submitted b Li.' hOn Virginia, Catalog Number: Type: ;<!ir�7 '. Job Name: NU4-RD-XTM19-10LM-30K-83-D60- LIGHTING C&F Bank at Stonefield XX-NC-XX-XX B VIRGINIA Notes: 11---�� rr-T LV - CENTRALI9-277N , �PI V 1LJL 1 .Alfilt,ui by Ledra flmnd; Inr, i I'lli 1i CAn2780 mle I FAX 7132599550 I A'Vha GniLghbny rpm LEb7.1. CJOBNAME -_-` --- --- -- L D a M LM-79 r CONTACT _____ __ ____-___—_^ SERIES = --- --- ---- ORDERING CODE — TYPE 4R wni,ght I--------------- LED XTMI9 XTLtib __- __._..., _ . _-_ ___ -_ __ -- _..-.--_..._--___ .TLM e101m 1 GLM 87il { DELIVERED 13LM 1110m [m LUMEN 20JIM 17301. 3OLM> 260D in 4CLM> a".W irn a7K' '"hP9nr, XICATO lumenetix ,I4 eldOLED 300uK m CCT JoK> in 7/24f2019 35K 35a(M -0CK ,COCK CRI ' u deem 98' 96CRi ` .? '2: H 40 40' In eleclener d,, ,U 'e '0 rn E Inch Lies t J,? ��pp HE. DPI,oh ctfisxrry d,Cusca ILru lD 94? ^4: 'i;I HEBQ 111" I, yn „fp,.­."I.1Iwu tiro„e u61 - 3i. !". ;" REFLECTOR 520 20•,,Peu,ar wain elan. lore IO 991 Sad 3'_' spcc,io,'wth i,". tans 11 Oil) ) & 360 60' specultr',e,In deny- t0 R5) , LM MULTIPLIER D40 40' d:dux-0 voth li a rla to 881 J' M,•M.., rim= .n-f FC, is : b. D60 60' durusN .,In drier lend V050) 4 vill 80' bM an .rile with clear •ens (0 9,1 I:eo pave 2 for nohow t­n anya„phrm) NO LENS OPTION NL' nn lm,c } VOLTAGE 124 '2ov PLEASE SPECIFY �, I �" n7 n7v 1 arh I% 10• slki,,fld r,Iovd bch as OiC,/dn,min to DIM g 10 ^ �, tr - OIM Z kc a ,ry sin , to 0"" 11 , 14 h a ' .ALe kat,-r i"� aALh d ,<�ww to ", I 1 L¢' Richer Haa DALI d.mm.n fo 0°. DA 9 DMX2 a:ckancca Dt.°xd»rniplow° '',; �i DIMMINGI LTV I Hrin„2V,,P(Trar)Cn,,,,yl tC, ''" il',, 1 LUV Lutron H, I, a Ecos1'sforr, mm,ng toe ., '.,•art'».::::::::.""'r:"' fziyii�i'iif'!f)iii;^i^'�'?i `.';. >)`:3 Son-un 3 Fade-t,$I3 Lk . t;i. LUTP'° U4nn, 11 rill Pnury £rosy: tun J.,mlly nJt`q i DoltonA Fade to eUck ,,,,, ,,, ,,, ELV eacIn SVIIIn vs ed.,nin (huVEIN) 9 y J U MOUNTING Y.0 sod- �v,{h ce,»r, 5hmo °Wte tC' nL^u'71 cur,cnct n,uxnp "' DESCRIPTION P T tultl ins ed Dtechn les The NU4RD 4` recessed du.rorJt tit b AL HABE offers n le curt e LE old 0 Y p p Tt ,: lawn u,,ta,446rht l pu-,n too J g i - ,th Offend t n!7 n 'At(h ralmul,l .r(U,manLa thoughtful WnaU.Lllen :rod fits„1 aa, enc'. D C .USa d 1 P p U pleasing OPTION^s CP' o Hnln houslr. Ica9 p 9 �in 1 I ':6 file e dm n 720 7 277V and 34N A m,mmaisne remmm d:mmm u r. E tl.LED t flicker fie /ors I p y s g I RET oft no c ,,,,a Rtiny ,lie, WIi 'whrtc k ,' ullr 1;16 lira h� t is only r!18" wide. Cob, codices vt both Trim look s achzvod with an a thin t o y a and Bezel to a c istmmzed look Optional hl h efficiency BrotV,a,o, d effused lens fur smooth 9 TRIM Me roan. It PLEASE IT S v ! I'r tit distnbutmn and .b lured LED nna e. Several beam an les and L EOPTIC a a"labia r 3 9 J g O C LOR a K ack SP IFY EC HOUSING az W7 tidier ElEoirocualeJ Ib gauge Chid full J steel pro,^.dies enhance) s(ruulural rc,ntorcernenl and rust wH ,rhea prevanlicn. Supertol fi.nre retardant UL ceNlted ,nJ.Lbon m.ided comrn.raal grade Lexan ' (PC),. used for the Frevre and Regressed Betel Tim Lexan provides unnlaichad durabe,lyr 13EZEL Mack , a PLEASE impact i esetsece 2r0°i'thcrmat rest Tango. and is UL tasted for UV reslet.- and water COLOR eK SPECIFY exposum mnuuinur appliratmns Thelrna0y ..d•:n rsd anndaed oral sink using 6Uf33,alloy rmze M �na,t Wet hot, Iron rated Is urfereu standard 90m!n constant poorer IOTAe ne gency battery oackup EMP lergency battery bal,kup, 90 n,elulrs all v.aus to LED ava,lat,ic ,n several power options ELECTRICAL EM72L° mergenry buinuf backup, 90 minutes at 12 wars a LED M.U. OPTIONS I FOR 347V .rder separate'34T7 to 277\' step door,, transformer r. for r, an I se ,nsialinh n v:rttt LED and ,ln nrlvanrx;d nl4ummy syslam alluN s „i<k ,tun: 0 V• OPTION n. P70489 Driver serv,ceab,tiry, from below the calling The LED asaefnbiy uses hw. dla cast aluminum m ri ' m 1 t 1' 'will l tighten nto variable teen: thicknesses A1ou 1 y CIa p Grips tM GG) thet owing out Ino L e g c ranging Irom La` to 1SAW thick Integrated mbnerfeet on each NICG provide a non -slip v,brahon ea,hrtart Installation The hidden MCG system,., accc.11,1a from bolo'. cee:ng r ORDERING CODE 6y removing she Snap -in L ensB2zel Assembly Yv,th either the Included suction cup ok a "'". I'. I'M" o =p,:a,l, Ii"awe,.x , ° vcre,vdr v blade Integrated Bar Hengelo feature neigra, toothed na'!s, T-bar mounbny el.Lsmim irxkingnGles tabs for jo,st Posumnhng, and exiand144,ty fn,m 14-3,14"to 26' Non-R. XTM19. 131M-5S._e._USn- O_.YMrONo ..-WH-ENI Retrofit mounting npncn ailows ill, I-L linto n I- hoinw ce11,119 by U.s of compact onvar XIM 19 POWER box Ce,I' J cutiwt al s 4-3!8 clatterer DELIVERED LM w laic- VAULE.) I W 1s8CRD VA 198CRO LISTINGS 61d 95 102 114 12 - ETLus Listed to UL 15b8, cETL Listed to USA C22.242500 -Type Non -IC. IC, GY, A,fhgnt AS Thf Standard E2d3 11 1130 165 t72 ' 2G124 1.,1 Is 1H9 21e - Storable for .at lUc torus IP65 17-30 259 265 329 J32 -Non-conductive, Laxandead-front Construction 2nn 36i 36a a29 42.6 -Made,n Iha USA - meets the situoerre Iits of th a Buy A mencan pro, 1° io n within the ARRA 3460 488 491 i NA NIA NOTES LED INFO ,11Llc,. c.-I.o1. I„ -L`Lu , riot t SDCM= 1X2 Ataladarn Ellipse Din, +l 0001 i in'4V1 pI, ,, i, IN ar'iecai"NLn1 �. a,:,peal "._r4 °, .., ^,r. P III 4 le At 2 nx ae.."-ul 45CR + _, IGtedm t]LW R I—lce_:. 5_ .,,.1,1 a a"It"'.ar,n � auc 6 I,— Urz, u_vrzv,s.- 11r Scaua as 1.r.-I s4d'L.Ia nian - - IOM'nun L,9 ,v..l:ala kx "Ye", to ,tL,A -.L41. _ M ,5 a.m Y :J_A L 1111. r„L . I, 1<L1, l ::'.,'.D.`,.,ra rill , tl rc I—""': 2U+1 lWlMr,,Cnl,.n,.a I., t ., w, v, I<E..I T5 T.w r: 1v 1r,l,,,n,v l Uri Iw ,I I. Lie lt,T -vi.I.l.- a rn -I I .,r. ruziwlle .i. 11.1 lull, {,w,el -us n,m,. U, ,ssi,u_tay. reJlaui,M,La ve<,6raeu„a,.r,na,en11111.a xm ­1'°n „."'.I ,W ,11.11.111.11.l. e,"I.,e 1 v1919I NVv RD I Pagelof4 K-035-3-U-DB w LNC2 Cat r+ueeeii HU13BELL Jab Type -'_-"" Outdoor Lighting SERIES ApprO a{3 SPECIFICATIONS PRODUCT IMAGE(S) The shral sized U!C2,s des Lured Ito parlitter fiti Lumen Maintenance: rulha)Ior safe, Lauri^ aad,derefrtbnn N u li ht r r,'" d L963t0 '6 r P t rl 'JA TM-' t', 1• P9 sE a'3 c Ai, e ESr , 21 1 .. I P " c "r � FdiU i5tnalic terse, alai re :roof xtL" l 141D a Gu 3 sae tatd r t 7 tot N'a' '' !-I ,e s,nPae oa aura 7 ICJ U MI hu1 his of 8-15'.lkl.ts bin' rut A a EG ry n J v n ll sta .ban: hva 'estcrfinlsh for ion I'lir �ral r deal lt:�:.::" „ . as ace Gb1 9 9 aPpCmtk-rrmntaddrt0r rr. r' nI c1" ,csLp r' n s .a, I staNa;iuutc (rX`J.J'(XS tatJPrin.. CH Kit,,. Nir.iC5U2YdQ IP P Y' 3 II TI1 l4all0r b) fecossdd 1111C la1 IOx,' . .. Ca o s ar eifci¢Irt LEUs mottle 108u^'.E t 1 s 4 s uare'w1cDR p u0 f a Oenergy sarongs a`mrn rurrPEded t07adiia,al ldht Con aaxl. UrrJgledradreUf too mU4nt GP110na1 sources with Klee to nontarC6nattx. 1/2' renluit hubs availab e(starldard for sensor, 5!indard 9, 12, and 18L Verswm nfsnaeVetswn &lnbYncanitbatteryverS,un i Construction: RLY Gil- ( I frier III 'i I 'll- ed Gas a u U loos+ oMas ca lO U 6 ntrolsr uJ anslCo OD 1I5 r i -•. f f .el and W dW d) mUntectiral era ice. Per' 0 aPDt • INnr3S4 fafllal LYKiltAi3:KLi { ;;>`:ft'h:;;,::y Casting thermally ,,musts LED heal to Optimize Per ;:ar•,r ,,. ii; 1::, t d : , • O:L afro r SpRSnf tit nS available r0! L I � upolio ,r v.. 7 �,P irn 'e r t , In� . r - (c alx. did ter, life ParPPcr a t tlNan lhrokles `' ^.`.:+`n-' �^ 9 D U C Pit f.Untr1Y y3 dlra In OutdoorEn.i till ' ba eIv Y SneSvuc era cornnus; one.';d'Eless cOmnAs 11 Electrical: ", - r ,;,ith or a the<[ su sa ud e Conduit H be r SR 1 D K� 5 aGHubs, & cS Iu:6'urs on Baiter dlaSO Verdun Y / P col' 21l'f 1H1.,d dal 'nitac 5O;COH G g z, 'I 1 V . 'integral Bat:L'ry BackuU Ulcswes en,agellcy dmming d rwis Ightalg for the leg6N6d 9U 41!0{,ta path cf egniFs 'Shown v,hh CS avytic d,tfuser • 34Tfand466Vdllnnaulegluier DPtaiIn 12L 070 rentlgw,dlUn " ORd0"va'aU9CualFewer feed note, for DIMENSIONS 18L f vier .n. )7O r sons • P.Ih bourn 25,era[.ng :arnpamkLD Is 40'C7 40F _ leaclunes 12L 035 and PI I, cut fgamt0n3f -"'I ' • Outlets have greater Ivan 90 pone, factor UstiDgs: __ _ _ - ; - - - • Listed to UL 1,,98' . CSAC ' #• 50 0-' 4 r - and less Than 20% total Harrearic Distori tiD ad 222 2 2 for - _- T wet sucaflculs l ' y! _ . -: -a • DIl4Cf HEALS rend IP66 L ���� I " a -- • 1 OkA surge priftetar • Oeslgntitfils c0l'surbLifia IDLC) quait,ro'd PtPdia refer to Via OLD AcUG:te for s eciik proddel ,H. j w. _ _ - - - P - alilcatl0nsatwerdeers rl a u hU.cr T: 9 9 9 LED(s) CC 6 •{ - _I r .latle't)-OfdEI Y'I-'' safe P-� fitted • 50Q(1K .,CT norngal , 400pK CCT Italldira e elan 65 - : I _4 - y K ' LLT non na 70 CRr ,.....-.J' 5DG0 f �._ warren --..'all °, ..,,,a„a .a,", 2 r ,».r,1 x , )cadet sa,1r h • 9 1 _ a d 16 LE Intbcn r nhlr six 9 FNe ear ,n IteJ u'u rr d n ' .y 1 ' '; , a o to e o n dtILN es2(uut, fa elLctf-- n'� Letada Y f pages ILol and prOtO .tile oar-*'!%'nv!1 bu.a U„ulvuu,w „hxrxssro+ranv,, A B C D E 554" 10,16" 6.33" 784" 9.,a„ Optical: P 40.7 ram 258 ram 1fi07 ram t94 ram 231m m h nt dls r ZEro ll , titbit KR x llSln IIJI'vILn81 der"I!c LED optics teov,de'ES type I, Ill Into IV dinnWtkrls BASE MODEL 70 IDS 13.2 kg rti' I 'CS aLr 4 d9tuser eVa 1Lv0 rat r . K O u o l c nk ed PC SENSOR 7.5163 / 3 4 h • 8 U MOO 9.5 Its f 4. k B MODELS 3 r Pn 1' I1'r tract n rnld �-1 ' 9 9 U e ;,are o fe s os UL 9 W height far nPa ;,I vortical f light a e( t,nk,al FC m'd urw.ad wg pra;ecKon Irxal fix stwury IkPubiiy, SHIPPING INFORMATION (Stock) CERTIFICATIO / I ,.1tL Lrr�� NS L STINGS `/tr l•" 1 LACS•12L8 143!651 145{37) 114j291 8.1 r21;1 2 „ c try✓. Gstl• ay IMCl-t810 ide1071 ta9C+8) 'S at2fY 84t216, 2 ORDERING INFORMATION - ORDERING EXAMPLE: LNC2-12L-4K-070-3-1-OD-PCU-EH-CS LNC2 18L - 3K - 035 - 3 U I-� -I XX - - ' r— I , • __ __ - rill ,�J 1 ,I _ _ --- s ' LNC2 L ,LEDs W 70C1 1- - 7 a 3 Small 9 3K 30 K O70 11A U 20V 2 N Leave SCP' c anL EH' up Y 1 13dDAYeadoIP 7o CRI 1 LRePak Blank � Sensor lkitlMlhF 12L 12 LEDs 5 & 18LA Only) 72 V 03 1 9 LNC2 loakir 4K ,COOK & 18L rally) for down I Progmrnmable j (-3J@ 18L 18IEDs 2 V 2 08 b thl (Dan) o - WN ) CAI unit i Y U D 15w Prismatic n r r PCU Umver^5,a Button P15 srat,c 5K SUUOK, i 1 3 240V Nye Inverted UNIOC) Retractor 7 CRY 4 277V Photocontml P Fuse & Fuse- 0 ' IE r II 2 S P25 25. Prismallc Y� SWPe Slfe9ync Pre- holder (not avail - AM Amber 5• 480V Retractor 3' IESTYpe 6t CommiSion able YviDl Battery { 350mA P35 35wctor be only) 4' IES Type IV F° 3aN l Refractor OR Dark Bronze SWPM SituSyCorm si Pre- CS ContComl"I Shield 7/24/2019 FT Forward Throw Text ad a, Commislon w7 QUA with Pns- Tn&fna06 E OCC Sensor math; Retruallft t IEsa,.n�n,n�,.,n Refradormlyl 20H oilDiver(18L- ,Lwale-xmisL lawmla,.,:, a Gray Srn h GYS Guth Y e lf,a..aux.r,- ",:w:mw.,m. rkE rw..wal„,>,naoL,:aar,51 • 7wrnADdy) ] raa.ia.xur, we,s•umvzn a,+r'.xEsuo „I�r H PS Platinum Sever 2PF OUN{U'kr FLx1 winmxl n,.Inlw. a,x,a ran,,. r-„mrsmo- „ a,,,,"r oa r„II,,,.,zo,rr.,s smooth ] "..1twoa,nNO.un111V-`Z, „drsm„n rvocm xursol411,11T,e 1-1 rxrr WH White rexWrOtl U8L-7CQ1'A D (I e I. 7rw,A.,,,:om,nlr nu,x 'a-,. m-rrr.... .a uw,:l,-_urP„w+.4.,.<.m,nrv,,,,ny,:r,,.ax ttF Die Bit meant u"f) , s-herre:rlar,nml'lau"exa"Pli' efi.iou CC Custom Colo 2OF Lpb2URmlurtfeya CH So'Execwdwt I 1. 7wlr l.aa,Io,+r Hubs HUESE4ELL Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone' 864-678-1000 lA,!Tu. Due to our continued effort, to inl rove our produce, inducts c,hcahons er sub ect to h n e w!t notice. Outdoor Lighting P P . P P. a ! L U g Wont 02m79LEBELLUUITUORLIDITING,A!t Ruins twiII4.elI'lle,n,onlutan1u1:1ur „eho'r wrrw nuhbeliaedeo,cam •PnnlrCln USA A,gu117.2,3I8iONAMLIYU-5PEC Submitted by Lighting Vir inia-Central lCataloa Number: NU4-RD-XTM19-10LM-30K-83-D60- Type: �,Ilil'yAU,P Job Name: LIGHTING F fl C& Bank at Stone eid - - xx N -xx xx c B VIRGINIA Notes: LV - CENTRAL79-277i 1 /":::,4RN£�v iABE r I 1e77-1 Gateway Cmk I PH, 714259 9959 I •r\L__P A;pnabet cy Lear-s ive, Inc Tustin, CA 927UO FAX 714 Ap,abeLLighnng ram LEDZU. I lff8 . - ae XTPA09 ORDERING CODE XIM19 ORDERING CODE LUMENETIX ORDERING CODE SERIES I NU4 I NU4 NU4 TYPE RD mund do°.niynt HD mood doxni0ht RD round dmvnhght LED XTMJ9 XTN409 I XIMl0 XIM19 LMX LIAX 07LM 6301n, IILIM 1130 M, 12LEt 10201,n DELIVERED I0Lb1 8Uo In, 12ULM 17301m 15L1A 1270 im LUMENS 13LM 1070!m 30LM'r 261,01'. 2OLM Ishe 1m 2OLM 16iO4n 27K 2700K -Ilx 2700K TC tunable ,utur, 8000K - Ia56K Cer 30K Idea 30K 3000K 30KWo 'roam, d,mnvng 3050K Cie) 100'. V30K 3U90K vUb t V30K 3U00K,,briers ,1.18OCK 01 Ye &LM MULTIPLIER 35K 35OCK 35K I 35COK 40K 4000K 40K 40OCK CRY 8J 83CR1 1 83 83CRi 90 9CCRI 93, 98CR1 198 9dCRi HEAD 40' ngh,Y`,_rcyddfusedohsU0951 ME40 40' high etrul.ncy dtirused lens(0.95) HE50 60'1s91, effciency defusedens no 941 HE60 60 Nghcr6cxm,ydireed:v,,n194) HE80 so, h,9h er8rey ❑rn aen,,ed liens {0 OR) HEAD HO' h.gh etnc,nncy drrltasad lens to as) � 320 20' spaiular,,in LfR. lens to 99) 520 20 speLl,c ,vrh,!,.,lensfO99) REFLECTOR $10 i n'SPeo,lar,athora Urs I Si, 30'spu1Ula Yhrleer!enali Q0h Sao 30'.1 r i-01 with dear lens n 00) &LM MULTIPLIER IS60 6n' sper„!ar.In cl'., to", In 95) S60 60'spSCWar,,in dear I.— in 95) 04I 4U' d4tused, h dear lens 10111 1141 41' dlfh,sed wish clear tens 10 let 050 50' ddtu.+ad wrU,,I'-, ions (U,am 050 50' dr..11 uuh ch.. laps (0 89) D60 60' tlrHusad w!1h dear lens (0 901 060 60' drftue-ed with clew :ens (0 90) Wtlao SO' br80ant xhde with clear tens to 99) wH80 80' hni raft onto ,,,in ,Lear lens 10 99) NO LENS OPTION NL no Yens I NLe no 6h. NL' U. lens 12a 122UV I UNV 12OV-277V 120 120V VOLTAGE 27i 77V l 217 277V DIPA70` ,i 010 n t 4 stantlaN dr ver v. [t Icher bee Vdmm'' et 9 Dl M10Z flit r e.01OV m m•to ° he fi d m Uy DIM10 OfOV ... tmi dn»nab.e to l'S DI" 1 Z' A 0 ticker free U i dlmm,n to CV. OV 9 ' UALIz Ihcker bee DAL tllmrr n to ❑',. 9 r QlLotuorh con'.,el DALI' Ncker9ee DAL dnnmgW i`I, IDIMIOZDL fchnr fee 0 tGV dn,nr ylu0`5 OM% oil,.oil,.comru'durm eor, a0 ,1" DALIZ` ffici,er bee OAU d ram ar; to ON, i , bruetooth mntni tl bcacnn mchn°logy - bsocom cornice DMXZ flicker free DrvlXconnoting W Uln IDALIZUL took., free DALI d.-hg to 0"., LUD lotion avasystem control derrmable to l0 DIMMING LIE Lutron HNume 2lStra fTr auidmn sg :c l% * ululta.ul cunual 8 beacon technology -biucooh,.r[rvl LOT Lutron Fh lunla s ystem dlmm rig to ,,, SIT -on It. Fade--i Yaek I LUTP° Lutron Hi lime P,em'ar Ecp6ystem dimm ny (u "I". nftnn F.d 4i I,xk S & D ELV' eadin &,era eJ edmm,nl TralELY 0 d 0 J I 1 NC oIntnlcion woh ceiling nutria pate I NC __ .uchan vaih cedng horg _ plate __ _ NC consiructlon whin editing „Noy Plate MOUNTING ter msulahon "un"" housing 1Ic. a,sulabun contact houstn9 IC n'sU u contact housing IGATa nsulaion ceniacha,d, nt hcus.n 9 S ICAT' - - t housing .nslJaibn contact:a,rt: rt 0 s19 [CAT ruination rontec4aut ht housing 9 9 OPTIONS CYa trlca'.>'u Gi.ni.m housing i OF, ChlcagP pl.nUm hcos,ny CP Lntcay. VlenUnl hcusmg RET rcltlA4 he _AIIRi Ring Plate I RET raOuEL no ceding filling Pinto RET nonxill, no Geeing tiling PUIe WH white WH ...hit WH ,uhit e MC nett. chrome MC n n,. t v MC male carom. TRIM DK black DK I bonote ck SIR buck COLOR 82 Gtt.nze DZ tiVnze aZ nz. --..___----- WT .heat _ _ _— WT '.shear -__ -_. —_ 'W7 ,.heat WN .hi. WH ,rate WH whxa MC mall. cl 11e MC mall.,,N,.°ne MC ,, Re civome BEZEL SK ol.ok {{ 8K Slack SK W-1, COLOR 8z bin, rz. I RZ broth. eZ hno,7 wr . th-t 1 WT tshrai WT wheat EMT amergan cy batter! Ua<J,up, fro merIe.s at 7 watt, EMIN order.pc.oR.me, givili butiMy "MIN nrdersap,,,.. em.g.no.y Install t.-.X at to LED ` P' inverter o minutes at full ov.r .-0 P 90 mmniea le rill 'nor p. ELECTRICAL EM12' - ringerrey bare,y backup, 901mrutes at 12 wins ^oklD .P7a430-5UW p+n P7t}19,y50W OPTIONS to LP O I FOR 347V nrdwv P, 1ta-347V ter 277V" crop FOR 347V nmarr,r plira'347V to 277V'.,Wp doe. FOR 34N ode, separate 337 u, 277V'slepduvvn uNM1Punne1 OPTION Jovm har,ronou, OPTION 'Tanerormer OPTION an P70464 I pin P70459 p;n P704u'9 ORDERING CODE Fcllox the ,tepa to spcury your texture a arr'ple NU4 - RD - XIM19 -IOLM -30K -83 -HE60 - UNV - UALIZ - He . Me - Me - EMIN XTM09 POWER AUTO PO4VER LIAX POWER DELIVERED W VA YI VA 9ELIYERED Nr VA W VA LM (83CRI) (83CRI) (93CR1) (98CR1) LM IIIa3CR0 (98CRII (seen)) DELIVERED W `7A 6.',D 122 131 142 151 tt30 t64 t73 203 21-2 1n2O 24 25 880 17 5 18 3 21 5 22 3 11.30 25 1i 26 2 1:14 141 127D 31 32 1076 22 5 212 '10 9 31 6 2600 37 1 377 NANrA 1690 39 40 1e10 374 9a I N;A NA 1 TMQS NOTES ¢,Rl nola.I.,, n nl_:L4f NMt9 NOTES III cFln.l..a, s.a'°,.0 LMX NOTES ,., .Z, a', x�!IW„a w 9.0 S,t 1.,U.,u] r, Ili a a, HSJ 3 e - .,e�t<ra..cm n c'u.11Li JLN 3 c 'uv�,.r�. °c(:a'ioiv,' .""x,. .,. I,r".. .n.,,...,,,,,r ..nl 1 .,.., .a,. 6 t ��I er',:eWaml at.M.,:CLI,l ..,,au'ill y,a un, l,>J, .sFJ ,, .,Hit. d,.,a a .­­i, el„n,00lero,P awrmeua-n U,, resa^:Px,P ,x n: la ma,ga, v:maul rvllm, erzoficanors w,n­, Hln.ur s,.,Pr m,,lU,rr,T,•,c•rn Oil, V„>`.1 v/8191 NU4RD I Pa9.,2nr4 Submitted by Lighting Vir inia-Central) Catalog Number: LNC2-18L-4K-035-3-U-DB Type: Job, Name: :ji'yA.w iN G LIGHTING' C&F Bank at Stonefield �g� YY !. VIRGINIA Notes: ;;4RNi LV • CENTt2AL19-27711 STOCK ORDERING INFORMATION LNC2-12LU-4K-3-1 29w 1 2,662 1 3 120-277V 4000K 1@700mA 7.0 t13.3} Dark Bronze ' LNC2-12LU-5K-3-1 29w 1 2,868 3 120-277V 5000K 1@700MA 7.0 (13.3) Dark Bronze ' LNC2.12LU-5K-3.I-P -U 29w 2868 3 12-277V 50 OOK 11700nW 7(1331 Dark Bronze PUtuceii' LN -1 L -4 -1 C2 8 U K 3 42NJ 3 806 3 1 20 27N 4 GOOK 2'�70 rM 0 7 1 .0 3 3 Da I 1 r I k Brm ze > LN 2-18LU-5K- •1 C 3 42w 4106 3 1 - 20 27N SCOOK 2570Un1A O 7. 13.3 Dark e Bronze LN02-18LU-5K-3-1-PC-U 4 2w 41U6 3 120- 7 2 N 5000 K 2GY7 )A OOn 1.0 13.3 Oark I 1 Bronze Ph.[ cell' 0 LNC2-P35-4K-PCU 37w 4,025 FT 120-27N 4009K 1�90011W 7.0 (73.3! Dark Bronze Photocell LNC2-P35-PCU 37w 4,108 FL 120-2TN 50WK 1�'900mA 7.0 (13.3) Qark Bronze PhaMcefl 'howeJoe acu nhod I'Puddu Y SI6Y,36tl NM heel REPLACEMENT PAITf/ACCESSOIRIES 1 LN S r d acr G2 C F Dste Ac comfortshielN'lens. rzduces Qlare and Ira roves uniform) rich ON 15%lumen reduction N SCP-REh10TE' Remote c'ol or 8 P n. Ord r 6(n0 i1h01( C option. Er at least One per fDaCt t0 Dram and control inlF D1 6 '43u11 u¢rhierJm Pwereno ¢CordmIle xg ain dl nmm n . }UYY fiery atpolithe Jlmanny ueh .A -AP dillout GrdIX110 11ruernao,JcayrdS, ,1 Cyw L(V rimy PERFORMANCEDATA I!' Standard 9,12 and 18L Versions , , , r 1 , • , t 11 I I 1 2 _ 2 083 97 1 0 1 2.072 97 1 0 1 1 927 90 t O 1 9 70Gn A 2 W 3 t 972 92 0 0 1 12 2 .96 9 0 0 7 1.825 85 0 0 1 4 2,097 98 0 O 1 2087 98 0 0 1 1 941 91 0 0 1 2 5 13 I TO 0 0 1 1506 109 D 0 4 1 1. ao l04 n o 1 3 14 33 1G4 U 0 1 _ 1426 103 0 0 1 7.364 99 0 U 350MA 14W 1 4 1,524 5 Ito) U 0 1 4 1 5 3 112 0 0 1 1 47 s tDt o $ 1 12 2 2,777 97 1 0 1 2,763 97 1 0 1 2.570 90 1 0 1 3 2629 92 1 D 1 26t6 9 1 i 0 1 2433 85 1 D 7OOmA 29W 1 4 2797 98 1 0 1 2,783 97 1 0 1 2.588 90 1 U 1 2 2,270 107 1 0 1 2 259 106 1 0 1 2.074 97 1 0 1 2449 I01 O 0 i 2138 lU0 0 0 1 1.963 92 0 0 21W 1 4 2286 107 0 0 1 2 D5 107 0 0 1 2125 1tX1 0 0 lnWjl 1 2 1 4261 99 1 0 1 4.240 98 1 D i 39A 3 9 i 1 6 1 7000IA 43W 1 3 4 633 93 1 0 7 4.014 93 1 0 1 3 733 86 1 O 4 4 290 99 I 0 i 4 270 99 I 0 I 3 971 t12 1 0 t LLmx;npU49Xefr-DION..c ,ACipe*rum>snit¢bilkd[YWmtI ,.LM79-LBVnbl3rYA,.k%sdip W,PI.Ma4..Nl.YyWa0on-,„ A,t Jp vm..c I1Aff3nSdrF;lttcforlb-U^ <•nnn( g,u,d:!Py,1Cd- 'n. wC2-12L o ul Ilea arel aces 1,5461W1ur1III— Moro UL921 IQ 1141A OUWdrge pAtim PERFORMANCE DATA Prismatic Refractor Prismatic Refractor III ,114 I if 35" 13W 1741 132 0 3 2 1706 129 0 3 2 1648 125 0 3 2 1 6001M 2 w FT 117 5 2429 1 3 2 2 112 t 80fi 3 2 2.773 it i 1 3 2 9oIkrIA 37W 4 1 11 9$ 2 1 3 3 1 4025 1 110I t 1 3 1 3 1 3.869 11Xi 1 3 3 PROJECTED LUMEN MAINTENANCE Standard 9,12 and 181-Versions 1• •.plog�ll-iliLifietl;lllrn� Prismatic Refractor -ll I it, tit �: .1'll1 11 1 , I, I Ill .1 n I M II 1 177`F 0 25 C 19 0.98 0-97 0.96 1 ,7 1 9 OfJD 25°CJ77°F 1. .4 • 00 09 0.89 037 0.60 >160.000 40`C/1041F U.99 0.98 0.96 0.96 0.95 'e35,00D 40'C1104°F 0.99 0.93 088 0B6 0.78 >t50,000 1 Pu eold Per EStA TM&Zul1 • Thene 2193, 7nOmk, 85°e is, 1QuOroaSr a m c5rOn6 fill a pose mrutel l J(<-iS P D a4fl`C I Oa 3 re '1&lies'k¢ n I I L 7 @d .LED Iv amLtvA, bared m t00W twPaS N LED IeW,g r" ESfW LM-8D 9& or, I Hubbell Gutdoor Lighting • 701 Millennium Boulevard • Greenville, SC 29607 • Phone: 864-678-100M0 HU86Fl Otd—Lighting Oudt.our conhnuedefforntimproveour Mooted— P(Odil b, Product spac,hcal are subject to changewnhout notice 02017NUebELLW(I)JURrVhNG, AmJrGDcD:,nd-hrnVrohvI5nu1-16a xVttllithoefuNaPim- Rriea !nUS3 :7a>r, 2018I Did ta LNC2-SPEC ENGINEERS SURVEYORS PLANNERS AsSOCIATES PO Box 4119 3040 Avemore Sol Place Lynchburg, VA 24302 Che,l.nesville, VA 22911 Phone. 434.316.6U30 Phone: 434,984.2700 www.wwassociates. net Submitted h Li htin Virginia -Central Catalog Number: Type: '-p U. Job Name: LNC2-18L-4K-035-3-U-DB LIGHTING BankStonefield C&F a at'hr YY >, pVIRGINIA Notes: LV - CENTRALig-27711 ELECTRICAL DATA Standard 9,12 and I8LVersions Prismatic Refractor 1 r 9 I, TOOR!A 120 0.18"____2277 0.08350mA 120 012 27T 0.05 14 2 7W M 120 0.24 29 zn D.to F 347 0.08 29 4801 0.06 29 1 0.18 21 277 277 0.8 21 18 7OOmA 120 0.36 277 0.16 4311 UMIN AMBIENT TEMPERATURE FACTOR LATF L AIRE ( ) Standard 0 12iRl and Pnamalir. Versions ! AENTTEMPERAT RE I LUMEN MULTIPLIER 1 �N1� M®® 1111111111�111111111®� 11,v II _m b„ a r i b o,tnm n .Le Ore lu tl, uuTLt i , Yvemgt zmWrnt iiiiiiPwritacalnm 0-4o'C 32 104'D 4 OF LEDs OjiiVE CURRENT. INPUT 46LTA0E :: (n1A) "'I � CURRENT (SYSTEM POWFR I -i"',: f too)': ® 11 M 1 1 NV - Inverted Mounting Options SCP - Progratnmable Occupancy Sensor SVNP & SVVPM - SiteSynG" (Requires Factory Installed lens Option) . '. . a . ~:f" r. t a,r ^5%ycr, ^- � :`..;«\ i 'oLi` 9Fw,oea2s:,ek: , , 11� ppp� ,r,,�--'ri �, N1 lli..:...:'..�� : : y'r 4 I. s.: �:: xph;>` .»SKr;' �'} xu,3a„ ,;. >at : " R � ' ��V 2 T✓s,,ST W o 'Sa4. i4 roc . Itritese mllu0fir c alcildre5l 1 i ltl 1 ed ea a f a Sensor offers reatei e0nll01 and Energy Savings When o1dLd l a 1lxtur :Rlh the eS 11c lighting ''9 P f� P- so n e S1t 1 hh 91 hJ Y 9 1 9 9 9 9 9 plicatians Specialty des ned trusted acrylic dd with SCPpro programmable sensor th adjustable central option. additional information Will be required wired o fuser option soK n output, Improves unifonrliP softens tP/ delay and dimming levels {Factory default is 10%) to complete the order. The SifeSync Commission - and protects I ED fenses. Visit http://Ys;:1,v.liubbelDlgtiting.corn/solut!on;ico,r ing Form or alternate schedule Information roust be LOW for control application Information completed IetedThis form Includes Project locatio ns Gros p infonnabon and O'zla8n schedur m schedules. Foac de- P 9 tailed information pleaso Visit wYA'r.Hubbeft-ghting. tom/prout ctsisifesyne or contact Hubbell Lighting tech support at (800) 345-4928 LNC2 - BATTERY BACK UP E & EH EMERGENCY BATTERY BACKUP :r:r.cP ie �,. ra:;i:,at,slie Vt }, 9„ . �., . o>i a.:os6 :.A t „': 1 y y 22 A 22' know a y. A ':..'.La... 111 Mounting Height Standard versions uhbLe 9,12 or 18 High Falser LEDs to generate 1,600 - 4,200lumens in Normal c e illuflnnance, of 1.0 fc. Assumes open hiede and use 4 LEDs for up re 700lumens .n Provides Life Safety Code average P Emergency hlotle Prismatic fra(aur versions utilize 1 COB LED to generate a roxim ll 900 'vith n i i a space t D obstructions and mount n height of 11'. U pP Y P 9 9 Jiagrs ns fa i:hrr]t 0 i puf3056i cop, 0!casC c0wuit fart.,] ar BpGl:c3t;al'9ypU) lumens In emergency, mode iail 'I rat roll ,Uile6v'tl 'n'renrh'rn'a 'ar'and2 Isd,rn 11 ler31Pi cry )J, P s con s . NJ 1 deaJ garb / . at g an . chatgrJ Fit ;uritse<th aheaku.on3Jnr to tear dddhonal 8,aa'Ls'wten.ta'g'e9,f the be8e yteap C I._ `hat 10°C ,e;;a� ' HUBBELL Hubbell Outdoor Lighting • 701 Millennium Boulevard • Greenvile, SC 29607 • Phone, 864-675-1000 Q Outdoor Lighting Due to our continued efforts tolmpruve our Products, Product specifications; are subject to change w„thout notice. C 2991MIDELL r11TD0GH LIGITRJG, All R,9l i loi-aa • FU nlae INmnatmn wse ovicelle. -.1 ubbe ltutowr.00m • Rho, n US1 Aug.17 211810037dA DC23PE0 DESIGNED BY: PROJECT: --- STONEFiELD TO WNCENTER DRAWN BY. C&F BANK, BLOCK G ___ ALBEMARLE COUNTY VIRGINIA TITLE: DIHR BY: PHOTOMETRIC CUT SHEETS HFW WWA NUMBER: FILE NAME: DISCIPLINE. SCALE: DATE: 217036.04 703604C_ND-5.dwg —"— H: NIA V. N a 5%14/9 9 SET REV. NO. 2 DRAWING NUMBER: M--2 SHEET NUMBER: 2 of 2 , v 1a/.7 r i7a