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HomeMy WebLinkAboutSDP201700067 Plan - Approved Major Amendment, Final Site Plan 2018-04-16SCALE: 1" = 1000' T.M.P. 77-8 V1 RG t ASPHALT SERVICES, IN I Cm SDP2017-67 HEET INDEX SHEET 2 SHEET 3 SHEET 4 SHEET 5 SHEET 6 PRE -DEVELOPMENT CONDITIONS AS -BUILT PLAN MAJOR SITE PLAN AMENDMENT MSPA LANDSCAPE PLAN & DETAILS LIGHTING DETAILS M MAJOR SITE PLAN AMEN DM ENT TO SDP2015-40 VDOT ` 1 /0 NOVEMBER22, 2017 VIRGINIA DEPART(( GENERAL NOTES: PROJECT DATA: PERFORMANCE STANDARDS: 1. ALL SITE WORK AND ALL IMPROVEMENTS SHOWN ON THESE PLANS ARE REQUIRED TO BE PERFORMED AND / OR INSTALLED. UNLESS SPECIFICALLY ITEMIZED AS 36. ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. DEVELOPER/OWNER:: VIRGINIA ASPHALT SERVICED, INC. 493 S CREEK ROAD "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE C ET, VA VA 22932, 434-989-5703; WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 37. ALL CURBING TO BE VDOT STANDARDS (CG -2 OR CG -6), UNLESS OTHERWISE NOTED ON THE PLANS. CONTACT: COONTACT: BRYAN HEILMAN 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE 38. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. TAX MAP / PARCEL #: TAX MAP 77, PARCEL 8 AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 39. MAXI UM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. PROPERTY ADDRESS: 1536 AVON STREET EXTENDED CHARLOTTESVILLE, VA 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED 40. ,ACL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON ASTANDARD PROCTOR TEST. PROPERTY SIZE: 1.881 AC. PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ONSITE AT ALL TIMES. 41. ONSITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. ZONING: LI (LIGHT INDUSTRIAL) 4. THE CONTRACTOR SHALL ENSURE THAT HIS/HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ONSITE. WATER AND SEWER: EC (ENTRANCE CORRIDOR) SPECIAL USE PERMIT FOR OUTDOOR STORAGE IWITHIN AN ENTRANCE CORRIDOR 5. UNEXPECTED SITE CONDITIONS MAYARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE 1- WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR (SP2014-19), APPROVED BY BOS ON JULY 8, 2015 ENGINEER IMMEDIATELY OF ANY CONDITIONS THAT CONFLICT WITH THE PROPER EXECUTION OF THESE PLANS. THE ENGINEER SHALL DETERMINE THE NATURE AND NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. DEGREE OF CHANGES NECESSARY, AND THE CONTRACTOR SHALL PROVIDE A COST FOR SAID CHANGES. NO CHANGES ARE TO BE MADE WITHOUT THE WRITTEN 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY MAGISTERIAL: SCOTTSVILLE CONSENT OF THE ENGINEER. APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY, 6. THE SITE WORK IS TO BE LAID -OUT ACCORDING TO THE DIMENSIONS ON THESE PLANS. SCALING OF THE PLANS IS NOT ACCEPTABLE. CONTACT ENGINEER IF THERE COMPREHENSIVE PLAN: NEIGHBORHOOD 4 -INDUSTRIAL SERVICE LAND USE ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS EXISTING USE: VACANT INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. AND/OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. PROPOSED USE: CONTRACTOR'S OFFICEJEQUIPMENTSTORA6E YARD 7. THE CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS AND FEATURES REPRESENTED ON THESE PLANS TO THE BEST OF HIS / HER ABILITY. THE 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY, SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY PERMITTED DENSITY; N/A ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY' (1-800-552-7001). DRINKING WATER 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS / HER WORKERS AND THOSE ASSISTING HIM / HER WITH 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS WATERSHED: NO SUPPLYING OR EXECUTING THE WORK, AND THE SECURITY OF PROPERTY HE/SHE IS STORING ONSITE. THE CONTRACTOR IS NOT LIABLE FOR THE SAFETY OF THOSE INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE / SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR DAM INUNDATION ZONE: NO ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, 7, ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. PROFFERS: NONE PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ONSITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. WAIVER/SPECIAL EXCEPTION 1. SPECIAL USE PERMIT FOR OUTDOOR STORAGE WITHIN AN ENTRANCE CORRIDOR, THE OWNER OR ENGINEER. REQUESTS: SP2014-19, APPROVED WITH CONDITIONS BY BOS ON JULY 8, 2015. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISo IOALLY BE PLACED BEFORE GRADING COMMENCES. 2. CONNECTION TO PUBLIC WATER BUT NOT TO PUBLIC SEWER REQUEST APPROVED 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATIION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL ON FEBRUARY 4, 2015. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT), OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS 3. MODIFICATION OF REQUIREMENT OF SECTION 5.1.52 TO PROVIDE FENCE AS PART ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11, AS -BUILT CONSTRUCTION DATA SHALL BE MAINTAINED BY THE CONTRACTOR IN THE FIELD. A MARKUP SET OF PLANS SHALL BE PROVIDED TO THE OWNER OR HIS OF THE REQUIRED SCREENING APPROVED BY BOS ON JULY 8, 2015 WITH THE 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY CONDITION THAT A STAGGERED ROW OF EVERGREENS, EIGHT (8) TO TEN FEET MINIMUM AT PLANTING, BE PROVIDED ALONG THE WEST SIDE OF THE ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM/HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. EQUIPMENT SALESJSTORAGEjDISPLAYRREA. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: LAND -USE BREAKDOWN: IasA SF AC AFF -NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ONSITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY' EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL - ��� Z� 0.05 7/a USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. PAVEdC73AVELAF;EA 12,066: 62' B 1fa'la THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE P�Ul16AREA- 9488D 1-35 8W1. DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE-CONSTRUCTION`�'��` NOTED. 1 100P/d 68 CONFERENCE. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL SETBACKS; BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 10' PARKING SETBACK (PUBLIC ROW) 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED B'YTHE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS 50' BUILDING SETBACK (PUBLIC ROW) STILL UNDERWAY. 4. ALL SLOPES AND DISTURBED AREAS ARE T40 BE FERTILIZED, SEEDED AND MULCHED. HEIGHT OF STRUCTURES: 16' (35' ALLOWED) 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO, A STORM SEWERAGE STRUCTURE. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTALMERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE BE ACHIEVED. MAX. NUMBER OF EMPLOYEES SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR ASSIGNED ON-SITE: 1 ON-SITE (VAS TYPICALLY HAS 12 EMPLOYEES TOTAL) STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. PARKING REQUIREMENTS: 1- SPACE PER EMPLOYEE ASSIGNED TO WORK ON SITE PLUS 1- SPACE PER FACILITY VEHICLE 18. ALL SLOPES AND DISTURBED AREAS ARE TO 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. ALL SLOPES GREATER THAN 3:1 SHALL BE MATTED WITH VDOT EC -2 SLOPE 7, ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. PARKING PROVIDED: 1 EMPLOYEE ASSIGNED TO WORK ON SITE + 12 FACILITY VEHICLE= 13 SPACES STABILIZATION MAT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. PROVIDED 19. PAVED, RIP -RAP OR STABILIZATION MAT -LINED DITCHES MAY BE REQUIRED WHEN, IN THE OPINION OF THE COUNTY AGENT, IT IS DEEMED NECESSARY IN ORDER TO 9 ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR RECREATIONAL AREA: N/A STABILIZE A DRAINAGE CHANNEL. PART 1926), PUBLIC DEDICATION: NONE 20. ALL PAVING AND DRAINAGE -RELATED MATERIALS AND CONSTRUCTION SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. ALL MATERIALS TO BE USED IN STABLIZATION SHALL ALSO BE APPROVED BY ENGINEER. STANDARDS A N D SPECIFICATIONS: LANDSCAPE PLAN: REQUIRED BY SECTION 32.7.9 OF THE COUNTY CODE SEE LANDSCAPE PLAN 21. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. TRASH: TRASH CONTAINERS TO BE STORED INSIDE OF BUILDING 22, FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: LINCOLN SURVEYING, INC., JUNE 13, 2014 23. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED, ALL PARKING SPACES MARKED "HC" ARE TO BE DESIGNATED FOR HANDICAP PARKING VIA THE USE OF SIGNS AND PAINT SYMBOLS. THEY ARE TO BE 8'X 18' AND ADJACENT TO A 5'X 18' PAINT -OUT AISLE. ALL VAN ACCESSIBLE SPACES SHALL BE 11' X 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, DATU M: NAVD '88 18' AND ADJACENT TO 5'X 18' PAINT -OUT AISLE. VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. BENCHMARK; GPS BENCHMARKS ADJACENT TO AVON STREET EXTENDED 24. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. GPS -1: ELEV. 430.17 (N 3892407.39400, E 11486432.69000) GPS -2: ELEV. 5438.50 (N 3892142.96800,E 11486255.68000) 25. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. SP2014-19 APPROVAL CONDITIONS (07/08/15): 26. PERPENDICULAR PARKING TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE AN OVERHANG IS POSSIBLE. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF 1. THE DEVELOPMENT OF THE SITE SHALL BE IN GENERAL ACCORD WITH THE PLAN ENTITLED 'VIRGINIA ASPHALT SERVICES LANDSCAPE/SCREENING PLAN" 27. PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. ALBEMARLE, VIRGINIA, LATEST EDITION. REVISED 2-17-2014 AND PREPARED BY TERRA CONCEPTS, PC AND ALAN FRANKLIN, PE, LLC, (HEREAFTER REFERRED TO AS THE "CONCEPT PLAN") AS DETERMINED BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR, AND SUBJECT TO THE FOLLOWING CONDITIONS. TO BE IN GENERAL ACCORD 28. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND WITH THE CONCEPT PLAN, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS WITHIN THE DEVELOPMENT ESSENTIAL TO THE USE, AS FACILITIES, DATED 2003. SHOWN ON THE CONCEPT PLAN: 29. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS SHALL BE 24' WIDE, ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. a. BUILDING LOCATION. b. SALES, STORAGE AND DISPLAY AREA SIZE AND LOCATION. 30. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. MINOR MODIFICATIONS TO THE PLAN THAT DO NOT CONFLICT WITH ELEMENTS LISTED ABOVE MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE AND ARB (REQUIREMENTS. 31. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL $' IS REQUIRED IN FRONT FOR WHEEL BEARING, TRIP GENERATION ESTI MATES . 2. EQUIPMENT SHALL BE SOLD, STORED, OR DISPLAYED ONLY IN AREAS INDICATED FOR SALES,STORAGE, OR DISPLAY ON THE CONCEPT PLAN. 32. SIDEWALKS TO BE A MINIMUM WIDTH OF 5', EXCLUDING CURB, CONSTRUCTED OF 4" 3000 PSI CONCRETE SURFACE, 4" 21-A STONE BASE, WITH UNDERDRAINS THE SITE SHALL BE LANDSCAPED IN GENERAL ACCORD WITH THE CONCEPT PLAN, EXCEPT THAT: 3. (UD -4, ETC.) PER VDOT STANDARDS. _ .. , .,... _.., ...._ ,. _..... __._.... , ., ... ,. ,, .. t7( LSD IUSE IV.1 EER CF , AVG WEEMDAYTF;IPS AMPEAK PM PEAT{ Si41�AY S��y SCREENING TREE HEIGHT SHALL B a. EVERGREENL E EIGHT {8) TO TEN {10} FEET MINIMUM AT PLANTING. 33. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED _.. ..... .... -.. ........ ,. ... _ . . ,. _..., _. 3 (TRPE✓1DAY/E3VP: "P%M BVP.,EW ) (TRPS'[GAY/RVP-),(I1 MCA`Y/EMP-)` b. SHADE TREES ALONG AVON STREET EXTENDED SHALL BE THREE AND ONE-HALF INCHES (31/") CALIPER MINIMUM AT PLA NTING. c. SHADE TREES ALONG ENTRANCE DRIVE SHALL BE TWO AND ONE-HALF INCHES (2Y2") CALIPER MINIMUM AT PLANTING. _ - BE SCHEDULE 40. PE SHALL BE ADS N 12 ORE UAL W DOT STANDARD PB 1 BEDDING. ALL PVC CONDUIT SHALL CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PI Q N _,,...... ,. _...... , .,_ ._....,..,, . ... .,. _.___�2.._ ,..,. _ ... ..,_..... ... _..,. ...._... _fl....., .. _ , A....... , . ... ......... .... . _..,........,. , d. A STAGGERED ROW OF EVERGREENS SHALL BE PROVIDED ALONG THE SOUTH SIDE OF THE SALES/STORAGE/DISPLAY AREA OR THE SOUTH SIDE OF THE ' � U.46 110 C�iAL UGIT NDL67M 302 51 048 025 PARCEL. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P. ALL WATER SERVICE LATERAL TO BE TYPE' K' COPPER TUBING. (PER ENPLCP E) 35 6 5 5 3 e. A STAGGERED ROW OF EVERGREENS SHALL BE PROVIDED ALONG THE NORTH AND WEST SIDES OF THE ENTRANCE DRIVE AND ASPHALT PAVED AREA. f. THE ARB MAY REQUIRE LANDSCAPING THAT IS IN EXCESS OF ITS DESIGN GUIDELINES, ALBEMARLE COUNTY CODE 18 32.7.9, OR BOTH, IN ORDER TO TRPS CNHEwTED- 35 5 5 6 3 MITIGATE THE VISUAL IMPACTS OF THE PROPOSED USE ON THE ENTRANCE CORRIDOR. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM. 4. MAXIMUM HEIGHT OF EQUIPMENT TO BE SOLD, STORED, OR DISPLAYED SHALL NOT EXCEED TWELVE (12) FEET. THIS HEIGHT INCLUDES EQUIPMENT SOLD, STORED OR DISPLAYED ON PARKED VEHICLES. OTHER THAN EQUIPMENT SOLD, STORED OR DISPLAYED ON PARKED VEHICLES, EQUIPMENT SHALL NOT BE ELEVATED. TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mk-ff-@ter---ptsp-- Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com Z Lu 2 W Lj Q W Z CD < > Z t 0-J Lu Z W � H C/) Q r1l J a U) Ix d < W I- m J -J m � 'Q W TW 1 cr. W 0 0 :�,�_TH OF A Ix ranklin Lic. No, 35326 r� PVAL ISSUED: 11-22-17 SCALE: REVISIONS: 1.01-30-2018, SRC COMMENTS SH EET LEGEND W WATER LINE (EX, / PROP,) WV8 WMO WATER VALVE/ METER FHA {} FIRE HYDRANT YH -C YARD HYDRANT BOA 0 BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX. j PROP,) CO o CLEANOUT MH-- MANHOLE SD- STORM LINE (EX. / PROP.) DI r-'0__1 STORM INLET YD IN YARD DRAIN DS o DOWNSPOUT G GAS LINE (EX./ PROP.) GV® GMO GAS VALVE/ METER OHE OVERHEAD ELECTRIC (EX. / PROP.) UGE UNDERGROUND ELECTRIC (EX. / PROP.) PPO POWER POLE LP * LIGHT POLE GUY I' GUYWIRE EM ELECTRIC METER D TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX, / PROP.) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED ❑ UTILITY PEDESTAL SWM/ DWM o/63 SINGLE/ DOUBLE WATER METER GV M GATE VALVE BOA o BLOW OFF ASSEMBLY BOUNDARY/ RIGHT-OF-WAY LINE I.F. IRON PIN FOUND I.S. IRON PIN SET --------- SETBACK LINE ----------- EASEMENT LIMITS - - - - CENTERLINE --670 CONTOUR LINE (EX, / PROP.) f-3:1-- F2.50°l4- DEGREE/ DIRECTION OF SLOPE 479.70+ SPOT ELEVATION HP HIGH POINT LP LOW POINT _ ... _ ... _ ... - DITCH j SWALE - - - - WATER COURSE BM+ BENCHMARK CG -2 VDOT STD, HEADER CURB CG -6 VDOT STD. CURB & GUTTER CG -12 VDOT STD, HANDICAP RAMP HC HANDICAP PARKING SYMBOL DIP DUCTILE IRON PIPE RCP REINFORCED CONCRETE PIPE CMP CORRUGATED METAL PIPE PVC POLYVINYLCHLORIDE PIPE HDPE HIGH-DENSITY POLYETHYLINE PIPE VC VITRIFIED CLAY PIPE FFE FINISHED FLOOR ELEVATION TBR TO BE REMOVED TBT TO BE TRANSPLANTED TBS TO BE SAVED S U RV Eli NOTES 1. THE PORTION OF THE PROPERTY SHOWN HEREON LIES IN AN AREA DESIGNATED AS ZONE X (UNSHADED) (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DATED: FEBRUARY 4, 2005 2. A PORTION OF THIS PROPERTY (NOT SHOWN HEREON) LIES IN AN AREA DESIGNATED AS ZONE X (SHADED) (AREAS DETERMINED TO BE WITHIN THE 0.2% ANNUAL CHANCE FLOODPLAIN) AS SHOWN ON MAPS BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY. DATED: FEBRUARY 4, 2005 3. THIS TOPOGRAPHIC SURVEY OF A PORTION OF TAX MAP 77 PARCEL S LOCATED ON AVON STREET EXT.ALBEMARLE COUNTY, VIRGINIA WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF CHRISTOPHER B. KEAN FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE IMAGERY AND/OR ORIGINAL DATA WAS OBTAINED ON JUNE 9, 2014; AND THAT THIS PLAT, MAP, OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED, 4. NOTE: THE LOCATION OF EXISTING UNDERGROUND UTILITIES IS SHOWN IN AN APPROXIMATE WAY ONLY. UTILITIES ARE LOCATED USING UTILITY COMPANY LOCATIONS, CITY/COUNTY AND FIELD VERIFICATION. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. HE AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 5. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. 6. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. 7. THE FOLLOWING MISS UTILTY TICKET WAS USED IN THE PREPARATION OF THIS TOPOGRAPHIC MAP: TICKET # A415701922-OOA DATED JUNE 6, 2014 Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 p .till , 100 -YR FLOOD LIMITS, TYP. tlx: � DRIP LINE « FEMA FEMA FEMA EM.RROti DEVICE A FEDI TMP 76M2 -1-D MAXIMUM LIMITS OF 41 o WILLOUGHBY PROPERTY OWNERS ASSOCIATION, INC. CLEARING AND GRADING 111111 "k 4 ZONING: PUD "~ ED GRADIN PROPOS G Q.B. 3814 P. 193 � ,.. D B 1160 P 408-409 PLAT ' 4 MIN. S` � WHERE DRIPLINE IS LESS THAN 4 OPEN SPACE WILLOUGHBY CONSTRUCTION OPERATIONS RELATIVE uw ...... w _. TES --.._. SECTION 5 PHASE III ;� { T1-�E LOCATION PROTECTED TRE • ,,, E-072 �� �._ ........_..__ DETAIL � .� ,.a NTS . V3.J .........� Od - Od I TMP 77-$A GARY D. AND ELIZABETH M. 14 42-1•04 EDGECOMB +4221,25 m;l, I ZONING: HC �( D.B. 1560 P. 585 PLAT ayld 4y0IN/ OUT 427 79,.+-\430. 0 + _ u - D.B.T 4279f3 R €t ,, �s._ t i_ didD.B. 1147 P. 346 i ,.� ^. a _ � U + �. t' ���� 40 BR ' 427.54 3"RB ( p� ' 422. , D.B. 1147 P. 344 PLAT 12 RB (20J - TBR' BUSH h 2 7C D B s PORTION OF EXISTING --, L, 'i 114 .E d _ .�. r n n 41 10 RB t2©J - T 42 7.939, :" ; �` �--_. ,�., , ;E $ENTS AREA OF CRITICAL Sv0PtSl 439.89 (MANAGED), TYP. W - -- W Ty . ac 43920 _ - 439.20 ++43 ' r 36',± EOP TO EOP I'll d4f. �3'S gam - BC 4364R rc 433 64SDMH - � t6. TOP 438.34 +J- 436.88 BOTTOM OF STRUCTURE 435.28 +% INV OUT 435.22 INVERTS NOT FULLYACCESSIBLE ERADICATE PORTION OF WHITE STRUCTURE FULL OF TRASH LANE STRIPE & ERADICATE ARROW PAVEMENT MARKING (COORDINATE WITH VDOT) W-- ____ ' BC 434,97 rC 435.24 34 60p4idll>�4:•-..._.�-.. 431.47 _. __,.... 5F'433 75 �f� 423.69 AVON ySpTREETrEXT. � 43544 S`T. RT. �%'q.2 434.49 (VARIABLE _WIDrH.,RjWj _.._. _. . _L>r . r W - 43445 12"ACSA WATFRII`fiE •-- � BC - - _ 433.39 SDMH 7C TOP 434.52 433 B2 TERMINATE GUARDRAIL PER VDOT STDS. 432.97 433 Z ---- W 9X *+x EXISTING MEDIAN STRIPING TO BE ERADICATED AND RE -STRIPED TO CREATE A TWO WAY LEFT TURN LANE FROM THE START OF THE CAT FACILITY ENTRANCE AND CONTINUE TO WHERE THE EXISTING LEFT TURN LANE (CAT ENTRANCE TO THE SOUTH OF THE PROPOSED VAS ENTRANCE) HAS A ZERO TAPER/FULL WIDTH OF LEFT TURN LANE (COORDINATE WITH VDOT) 39' ± EOP TO E .r- 1, li, BC,- ►fir' TC 431.78 43048 422.011S58 °45'19"F 17.38 HATCHED AREA ....""Z7'REPRESENTS AREA OF ° CRITICAL SLOPES (MANAGED), TYP. '"429.96 0 10` 20' 40" 80` TEIR 1j R A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkcll-0cr---ptspc - Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �r,7�,H OF '16-1 N" Alan G, Franklin Lic. No. 35326, LILONAL ISSUED: 11-22-17 SCALE: 1" = 20' REVISIONS: 1.01-30-2018, SRC COMMENTS Asa 439.26 W W w w _0 AVC)fN 53"FRED' f'Y',t437.33 a---_ w �- � w 45 T W W W W W 434k. 430 Tel' 431-sn// AS -BUILT STRIPING -m —,—� a---_ w �- w 4 5/8" DOM. WATER G W. .VDOT STD CG -6. TYP. 431. i1 t TO NEXT ENTRANCE 500'-t TO AVON 432.30 ij VV,V w w w � -1-0 rl!,lrr- � 420.83�, '429.48 T6, .... 421 'N 11 6mmm% mm� 0 10, 20' 40' 80, r - A x%a OZ -BUILT TERRA. CONCEPTS, P.C. 204-6 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 —kc11-@t---ptspc--- Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com S r, I *� �H OF fl h", -;1 Alan G, Franklin Lic. No. 35326 Lruy "J, ISSUED: 11-22-17 SCALE: III = 20' REVISIONS: 1.01-30-21318, SRC COMMENTS SHEET Nw. 4" 2"VQQT�K���5AA SPHALTU�F�CE QPT/��0�LBE��-G0D(|�NECE���GY) �COK3PAf_'TEOSUB(3-iR&DE (9594STAIN,11�\Rl) TOR) 1.THIS ITEM MAY BEPRECAST 0RCAST |NPLACE. 2.CONCRETE TJBECLASS A3|FCAST |NPLACE, 40OOPSI |FPRECAST. 1'-1^ 3. COMBINATION CURB &GUTTER HAVING RADIUS OF 300 FEET OR LEGS (ALONG FACE OF CURB) SHALL BEPAID FOR A8RADIAL COMBINATION CURB &GUTTER. 4� FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER' THE BOTTOM OFTHE CURB AND GUTTER CONSTRUCTED / - /--TH|SAREAKAAYBE CONCRETE TOTHE SLOPE OFSUBBASE COURSES ATTHE OPTION OFTHE CONTRACTOR AND TOTHE DEPTH OF PAVEMENT. 5. THIS CURB MAY BE USED WHEN DESIGN SPEED THE BOTTOM OF THE CURB AND GUTTER---� |84O MPH OR LESSON RURAL HIGHWAYS AND MAY BECONSTRUCTED PARALLEL TO THE 45 MPH OR LESS IN DEVELOPED URBAN &8UBURBAN SLOPE OF SUBBASE COURSES PROVIDED AREAS. IF THESE DESIGN SPEEDS ARE MINIMUM DEPTH 0F7^ IS MAINTAINED. EXCEEDED STANDARD CG -7 IS REQUIRED. � 611 CURB & GUTTER (VDOT STD~ CG -6) / � NOTES: 1 THIS ITEM MAY BsPRECAST oRCAST mPLACE. 2.CONCRETE TOBECLASS A3|FCAST |NPLACE, 4000PSI |FPRECAST. 3.CURB HAVING ARADIUS OF300FEET ORLESS LONG FACE orCURB) WILL asPAID FOR ASRADIAL CURB. 4.THE DEPTH 0FCURB MAY osREDUCED A8MUCH AS3^ Un DEPTH) ORINCREASED ASMUCH ASa^(2n''DEPTH) |NORDER THAT THE BOTTOM opCURB WILL COINCIDE WITH THE TOP 0FACOURSE OpTHE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH |GT0eE18^p@SHOWN. NO ADJUSTMENT |wTHE PRICE BID |aTOosMADE FOR ADECREASE on*N INCREASE |NDEPTH. 5�THIS CURB |SrOosUSED WHEN DESIGN SPEED |84OMPH OnLESS 0NRURAL HIGHWAYS AND 4nMPH 0nLESS |wDEVELOPED URBAN AND SUBURBAN AREAS. |FTHESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG'n0REQUIRED. CURB (VDOT STD. CG -2) m 4" SEE' DRAIL NOTE TIF M -11I h, SUBBASE m VDOT STD _ ~4�8 _0�r / =— Elm TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 ISSUE[): 11-22L17 SCALE: 1"=2O' � REVI��{]��� � � - | � 1O1-30-2018,SRC COMMENTS | DRAIL Wlt VDOT STD _ ~4�8 _0�r / =— Elm TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 ISSUE[): 11-22L17 SCALE: 1"=2O' � REVI��{]��� � � - | � 1O1-30-2018,SRC COMMENTS | NOTES: 1. SET TREE PLUMB PRIOR TO STAKING. 2. GRADES NOT TO EXCEED 3:1 SLOPES. 3, ALL PRUNING IS RESTRICTED TO THE REMOVAL OF DEAD AND BROKEN BRANCHES AND SHALL BE PERFORMED UNDER THE SUPERVISION OF THE LANDSCAPE ARCHITECT, 4. ALL MULCH SHALL BE AS SPECIFIED ACCORDING TO THE PLANS AND/OR SPECIFICATIONS, STAKES ON "HIGH" — SIDE OF TREE ONLY. SEE DETAIL FOR SUITABLE TREE STAKING OPTIONS /-_A� REFER TO TREE ROOTBALL PIT DETAIL COMPACT EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA MULCH LAYER DIRECTION OF SLOPE PLAN TRENCH EDGE AROUND ENTIRE AREA TO BE MULCHED SECTION TREE PLANTING ON SLOPES SECTION, PLAN L-003 N.T.& TRENCH EDGE (TYP) 1"X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 112' ABOVE); TENSION FENCE BETWEEN POST PRIOR 2' MAX, ROW SPACINGTO ATTACHING TO POST W1 MIN. 7 (3) GALV. FLEX 'C'RINGS PER POST. Iwo in LOCATE AT TOP OF SLOPE. 0 — USE EXCAVATED SOIL TO FORM ROOTBALL PIT ON DOWNHILL SIDE. — SHRUB PLANTING ON SLOPE (SET PLANTS PLUMB) MULCH LAYER (AS SPECIFIED) 24' TRENCH EDGE =III' =11i1=1111=1111=11 (TYP) ADD EXCAVATED SOIL TO BRING TOP j, OF ROOTBALL TO FINISHED GRADE. 4" MIN.r- TAMP LIGHTLY PRIOR TO SETTING SHRUB TO PREVENT SETTLING. SET TOP OF ROOTBALL 4" LEVEL WITH FINISHED GRADE I SHRUB PLANTING ON SLOPE DETAIL L-010 N.T.S. .... ............ .......... . . .... ....... -1 9m1xmtmmtF.w&! KEY COMMON NAME BOTANICAL NAME TY. -SIZE CANOPY CANOPY SUP -TOTAL Al LEYLAND CYPRESS XCUPRE�SSOCYPARIS LEYLANDII 4 8'101 23 92 A2 EASTERN RED CEDAR JUNIPERUSVIRGINJANA 4 V-101 16 64 X3 DEODAR CEDAR CEDRUS DEODARA 4 81-iY 14-3 572 A4 ARBORVITAE THUJA OCCIDENTALIS VARS. 25 81-10, il 275 81 CHERRY LAUREL PRUNUS LAUROCERASUS 'OTTO L," 25 :IBI NA NA 132 DWARF BURFORD HOLLY ILEX CORNUTA "DWARF BURFORD' 25 181, NA NA STREET TREES KEY COMMON NAME BOTANICAL NAME w CANOP.YCANOPY-SUB-.T0TAL C SCARLET OAK QUERCUSS COOONEA. __qjL...SIZE 9 2" CAL. 370 3,330 D FLOWERING DOGWOOD CORNUS FLORIDA 4 61-81 124 496 E REDBUD CERCIS CANADENSIS 3 61-81 124 372 PARKING LOT TREES KEY COMMON NAME BOTANICAL NAME Ci7Y. SIZE (CANOPY GANOPYSUB-TOTAL F SUGAR MAPLE AGER SACCHARUM "COMMEMORATION' 3 XCAL. 195 5&5 TOTAL = 5,786 SF AT LEAST 5% OF THE PAVED PARKING AND CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES. THE PAVED PARKING, CIRCULATION, AND PAVED ENTRANCE AREA = 12,328 SF. 5% OF THAT NEW AREA IS 616 SR THE PLANTED AREA BETWEEN THE AVON STREET R.O.W. AND THE PARKING AND CIRCULATION ARRA IS APPROAMATELY 2,600 SF. TREE CANOPY CALCULATION REQUIREMENT CALCULATION Acres Total Site Acreage 76-8 minus 5� Farmland Credit 0,00 Recreational Credit 0.00 Open Space Credit 0.00 Public Land Credit 0.00 School Recreational Areas Credit 0.00 Open Space Amenity Credit 0.00 Preservation Credit (WPO LIMITS) 0.92 Beni AI�Caro+ted Credit �3. his for Canopy 0.76 Basis for Canopy 0.76 Tree CfanolZY Reaulrernent x 10% Total Canopy Area Ri-y4uired 0.08 3,485 SF FEMA FEMA FEMA FEMA FEMA FEMA TMP 76M2 -1-D N WILLOUGHBY PROPERTY OWNERS ASSOCIATION, INC. ZONING: PUD b; D.B. 3814 P. 193 D.& 1160 P. 408-409 PLAT OPEN SPACE WILLOUGHBY SECTION 5 PHASE III ARE AREA Al TYP N1, _7 lk�v ------ 77 74� E'S CREEIr,­ N 71511T� C t_sye_ n 3 AF41_ v ? fY1. Ok N',k), _5 �r? — ---------- J' 7 12 ...... --- ------- 171 _I-' 1:51 Y-_ q% VW3_4 VIRGINIA AS-HPALT SERVICES, INC. @ ------ ----- z64ING.__1L1-- '0 ------ --------- - __ _ _ -1, , -_ - -r, , � t �­ IN R ri D 7iA 39, x, D B. 4 P. 26 s P. 1-8&W_& r 'J D.B. 341, - ----- - "n "'S,?� T'T!1,8-1�,�_ i P. ")ur- T f. ....... iS 5 ,1-341 MAV�4,,LJ Ef,,AA.'S, D:a. P. 110 PLAT . ..... @) aja 1-11, C -4s D.,B. 332 P. 582-,583,PLAT 34,35 PLAT j", IJ k3 D.B, .. ...... D 5f VEPCO 3.-205, P. 4 ... ... ..... -77 ­590-P LA TK4P -8C D.Q� 191 P, -_Om&S I MP EDGEC Ers I MP RTED TMP 77-10 ---SERVICE, AA __AUTO_ SALES qj"', -, -LT"' _FfTZGERALD LORI D. --ZONING� -2-3 .-017- 3OTECi1IbN---_,1 D,B­24 P 4 ZONING: L1, WATERSHED -P] ORDINANCE 0- D B 147 -1344-PLAT B. 1,489 P. 287 1- d ­STREAM_ 420 D.B. 590 PLAT 0 BUFFER, TYP. odm HWPB IV-P. 2? --- ------- dfiA A I *A) GINEERED I FOOTCANDLE LIMIT JEN PRESERVE -U -13 -TING, ELM —4, SF[ k SYS TEM, CO 0 0.5 FOOTCANDLE LIN�IT RECESSED LIGHT— CZ, 42 TYP. Ai FrTIV LID Ii,11V ciu,� -BUILT PLANT AS O_"""N '�.'2,240 Sill-' S,F LOCATION, -TY J- A� ;ic dm LID PTIV OdM-- i Of", FQU0114 PB REMOVE/REPLANT OR OdM REPLACE fDARS AS 24 SEPTIC TANS NEEDED 0 Ir iST NEE �LL LEVEL TE EQUIPMENT I RE, 6, 2 2. 0 0 SPREADER t26�52 AS -BUILT LT FFE 426.52 C011 B A� + STORAGE AREA O'k 1"A 425.38 Z) 0 (9,580 SF) , A "J E + PB PB –P 424.39 TMP 77-8A 424.29 6.7W I, r GARY D. AND ELIZABETH M. GW EDGECOMB A011 ZONING: HC POWER, PHONE, UT -A-2 D.B. 1560 P. 585 PLAT C (50) - 01 AND 132 AS HEDGE CABLE TO BLDG uLl � 11� UPF D.B. 1376 P. 282 PLAT D.B. 1147 P. 346 1126 -- ----- A 42655 D.B. 1147 P. 344 PLAT C AI j 7.98 TC r 42 4 - F* 7. 5"121�6. ST ol 0 A 43o C A,�� - ------- C 190 J 12 Al,q 7 01]jq'Ad` 1738' 309.57 D (NI _7 C - DEAR) E NIC - — ----------------- LANTINGS S,., RJWE'R PO� PALL H' A D _N ,4 ,F(' 7FTE'l OF R/W AND SHA , Al IWT DISTANCE Q -Zz 5� w w w W w W W IN w G ­ w w 4-/_ Wlil. 0"J" 43-55-2"? _ Z. v "', AV 'r� J "J"_ "r-Fl0Lf, e 0r_� � L , : R'A'Sh NOT OBSTRUCT OM VEHICULAR "010 -G-- �CQUUM w w CG -6 VVV 432.30 2Q5 428 . . ..... ... A t AU _xM1 1HO-­ES A -ND 9 IALL [3E ALLOW'E[) 110 t:NE "*1, ANE� BE P,%4MN`_A'N&-,'D f I& H K:fl ff; Tl Tf ,r x'(71.,33 BUED, 0_'l i ri 'A" ,1 1,R 41"" TREE �_,�I-W L BE D ""ALN"PORT 111E �)VE!� s-,�, i 3i RJ0 E -s 0 lot 20' 40' 80, ',"HE ENIFRA!',�'IGI`, C cs rR. �,0 o' j T]TE XT 3x I 3x A CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkcHcr@Lcrramnm?tspr_cum Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpa.com Ila 'PLTH or' Alan G. Franklin Lie. No, 35326 0 NAL ISSUED: 11-22-17 SCALE: ill = 20' REVISIONS: 1.01-30-2018, SRC COMMENTS SH EET OF X' LED Downl icg ht LF4LEDG4 1204-2 77Y High Efficacy 0-1 OY Dimming APPLiCAMONS: LED DRIVER: GteFram,: LF4LED is a 4" specification :)rade LED The LFALED utilizes the Philip's Fortimo LED Dri*ter open dowrli;Pfrt that utilize, ren -Tote phosrhror specifically designed Io optirrlize efflcierlcy of the lechnology to obtain color consistency; energy Fortir-io DW. Module. Driver is designed to mcltch the. sayincls, and low rnaintenwiie co>t.s. 5U,WO hours w, o �L;OOt) hr;urs rninirrwrn life cpecrranc^f of thc systcrn. 1Tlinimurn life up to '_0C (95`Fl in open plerlurn 1_IL C;tss 2, inkier nt short circuit pr t 0:,rl, self applications limited, oaerL;ad proteded- If critical temperatures are HOUSING: rearhed on Driver or LED module, integrat-d therrnal Cnepieca22 gauge nor-aorrosle stel platform. feedback ItoFq rciduell? [educe current to Fretect Pre,,rired -box V4i :.Pap -on eaver for easy access. 12OV-277'. 'Optional sysiern life. Drifor isunhforsal 5naPrin- connection from drhfer cornpartment allows Lutron aeries 4 driver is also avail ahlF easy installation of light en,cgine/trim asserodly DIMMING,. v7ilhout tools above or bdoyytheceiling and Corner standard',Mith 0-1 OV dimming capahilit_r. can he uprtracled to arcoinrnorlat- teckri doge Flicker -free dirumino t.D 10%. 0-1 OV ,ortrol they nn roverrlerlts. Approve for �' l4 in/4 out) No. 12 P pP a consume Lip 1rnA- ill CV, Luiron 2 v,iro, v ";tire, AV'(O ctorductoirs rated for 90°`• through v+irinq- and Ec_cSystem dimming c•.railalslo to 1% REFLECTOR: INSTALLATION: High parity aluminum, 4zrik, ridescence Acastable Barhar1era nclurJ J , universal u>>ressed, semi dlffus,a reflector Selftrim tandard. F f adjustable rnruritirig birccl:ets also ctcr-c,,pi 1/2 Poie•:l ,vifite self -trim ('dJ) avallabls as Option_ tv EA4[ c,�ndult DF 1 1/2" or :51-411 lothtn;l channel (bv LED LIGHT ENGINE: ethers) ar Pres ollte 24" oar hcngers (B24 or 26). The LF41LEE uses ihe Philips Fortirrlo DUI. Omen d CERTIFICATIONS; LED Modul l7ith ranmote phosphor techn, l segy. This C:S7, eFrtafied to JS and C.anadi n s':-iif stelndards tectmoloq rrov1de9 controlled color cori ieencJ 13 r `"uitallle f.Dr locations ,4ilproved for through 50M) froth fotture to fl�iure. The system is designed wel vinng. f'rlon-1 - rated. ENR. is dearnp rates) a only. for Uptirnal life and barren rn7airrterlanre (.50,COO ENEKGYSTAR qualified 016 open dearA nk hours at 70',0 lumen rrlcaintenence). P.o'th reflector and 70 66: 59 56 light engiue assembly are mechanically retained to reflector h•t,usirlg. The li Dht engine carnes standard ,'mth 8C) WARRANTY: CRI in all Kel•rin temperatures 5 year ygarronty. mea pre sculite.corn f1c•r 71 51 55 51 details L._ATALOG NIIJ,h+1BER DATE TYPE' FILM I`dNAE: PR-JJECT ®® 5 0 4"--0'lial See sl-rael 3 ENR lisle un. FYrJ,hPLE: LF4LEDGd-d.l_FLEC)5Gd3bh: EXAMPLE LF4LE)7rj412CIHDM ALELED7G-43.51:ys+H%AIT Order housing, ref [tor; and accessorles separately pV y •a+�aE,�. rba Pss^a. qd s �. N'•F`� :T ata 3' J £<r+3:t �f�. bks i r,4. fi k1k �.r ��k $ya. t ..,... <,v,,..a�. .r.,,`.s.."C;,. 3. ,.4i0':1:.. 4.Y..>�, ..,.....,. ❑ LF41LEDG4 ❑ B6.k ❑ EMR2 ❑ 4LFLED504 ❑ 30K ❑ Bunk ❑ Blank ❑ WT ❑ 624 4" Hight Efficacy 1200- Ernerr)en•_yBattery 1IOU Lun-len ❑ 35K Derni-Diffuse Clear WI -lite Trim �etrfrx 24 b:ar A%oclule LangFrs for T -bar o` LED Hou>ing 277'�f Pak ,[nth remote ❑ 40K ❑ co ❑ Tll-ailirl T, '-^nth 0-1 OV ❑ 3'473 t t s>viich and Ll41FLED+6G4 Charrlr•aLBne Tritn nrlg ;g•asl:et ❑ Bb e Dimming to 10% indlcater light 1500 Lumen r old ❑ AM4,5 Set of tyro (21 lar Module hangers for telling joist z ❑ BL AntimfcroLol Jt•. 2d" -enter, Q 4LFLED7G4 131rlCL cretin;) on clear up 2000 Lur ten❑ LiieGear ukodu : ❑ WE p,lz ik raft circ[ Sa I raga 3 for 4'Whear onl'r avaiafdlt! EM ❑ LWT Li;ghtV1'heot�xa( w.. r ❑ PW Reqs r 111'1 oPtion also U LF4LEp504 ❑ 120 ❑ HDM' lr ❑ WHdr 3471+ not a•r'gila6e wif11'E.tr+1R. [1❑ LF4LED6G4 277 Lutron 3 -,Ore Ecu S1y stern to 1 °� l❑ LF4LED7G4 ❑ 2DM3car HD.I•!s, D.JAI,>', 2G)trio til ns, houain- ,fv�hile Paint 3 P 7 ti Lutron 2 -'fir; L adi nq Edq to 1°o (12 DY anly) tautput must math trim autpul ❑ EMR3 , ClearAIz:iktfanctci[d CQnsa!It1actarybr w Ern&rr enc. &atter, Pack with remote lest :, Itch and inclic:i or hght other r�ILcharcA9F_1 U DM 13 # c 0-1 Ul! dirnming to 1 k1 ' IJai a•.ni6�61<•niiii TF<D res I i to In ca continuing effort to offer the best product ro_,siLble vrc reserve ih e right to ch cangc, YAtho ut natice, spacificatians or materials that in our opinion will not alter the hinclion of the product. A Division of Hu'bb:311 Lighting, Inc. Veb: ww'++w.pr+e6e6l4e.a6t" Tech Suppoi 1, (888) 777-4832 LFR -LED -029 LF4LEDG4 4LFLED7G4 30K LED Light Engine: 3000K, 80 CRI System Wattage: 26.6W Fixture Delivered Lumens: 1895 Fixture Efficacy: 71.4 Spacina Criteria: 1.1 CANDELA DISTRIBUTION LUMENS DEG Ceilirl,g C utcull 75° Maximum Cailino Thickness 1 Vk` i' f For con,+erliorl tornill irnrteC , 'eYy, Multiply inches by '26"t `.is ,".'I Not t0 Stole ®® 5 0 4"--0'lial See sl-rael 3 ENR lisle un. FYrJ,hPLE: LF4LEDGd-d.l_FLEC)5Gd3bh: EXAMPLE LF4LE)7rj412CIHDM ALELED7G-43.51:ys+H%AIT Order housing, ref [tor; and accessorles separately pV y •a+�aE,�. rba Pss^a. qd s �. N'•F`� :T ata 3' J £<r+3:t �f�. bks i r,4. fi k1k �.r ��k $ya. t ..,... <,v,,..a�. .r.,,`.s.."C;,. 3. ,.4i0':1:.. 4.Y..>�, ..,.....,. ❑ LF41LEDG4 ❑ B6.k ❑ EMR2 ❑ 4LFLED504 ❑ 30K ❑ Bunk ❑ Blank ❑ WT ❑ 624 4" Hight Efficacy 1200- Ernerr)en•_yBattery 1IOU Lun-len ❑ 35K Derni-Diffuse Clear WI -lite Trim �etrfrx 24 b:ar A%oclule LangFrs for T -bar o` LED Hou>ing 277'�f Pak ,[nth remote ❑ 40K ❑ co ❑ Tll-ailirl T, '-^nth 0-1 OV ❑ 3'473 t t s>viich and Ll41FLED+6G4 Charrlr•aLBne Tritn nrlg ;g•asl:et ❑ Bb e Dimming to 10% indlcater light 1500 Lumen r old ❑ AM4,5 Set of tyro (21 lar Module hangers for telling joist z ❑ BL AntimfcroLol Jt•. 2d" -enter, Q 4LFLED7G4 131rlCL cretin;) on clear up 2000 Lur ten❑ LiieGear ukodu : ❑ WE p,lz ik raft circ[ Sa I raga 3 for 4'Whear onl'r avaiafdlt! EM ❑ LWT Li;ghtV1'heot�xa( w.. r ❑ PW Reqs r 111'1 oPtion also U LF4LEp504 ❑ 120 ❑ HDM' lr ❑ WHdr 3471+ not a•r'gila6e wif11'E.tr+1R. [1❑ LF4LED6G4 277 Lutron 3 -,Ore Ecu S1y stern to 1 °� l❑ LF4LED7G4 ❑ 2DM3car HD.I•!s, D.JAI,>', 2G)trio til ns, houain- ,fv�hile Paint 3 P 7 ti Lutron 2 -'fir; L adi nq Edq to 1°o (12 DY anly) tautput must math trim autpul ❑ EMR3 , ClearAIz:iktfanctci[d CQnsa!It1actarybr w Ern&rr enc. &atter, Pack with remote lest :, Itch and inclic:i or hght other r�ILcharcA9F_1 U DM 13 # c 0-1 Ul! dirnming to 1 k1 ' IJai a•.ni6�61<•niiii TF<D res I i to In ca continuing effort to offer the best product ro_,siLble vrc reserve ih e right to ch cangc, YAtho ut natice, spacificatians or materials that in our opinion will not alter the hinclion of the product. A Division of Hu'bb:311 Lighting, Inc. Veb: ww'++w.pr+e6e6l4e.a6t" Tech Suppoi 1, (888) 777-4832 LFR -LED -029 LF4LEDG4 4LFLED7G4 30K LED Light Engine: 3000K, 80 CRI System Wattage: 26.6W Fixture Delivered Lumens: 1895 Fixture Efficacy: 71.4 Spacina Criteria: 1.1 9i ° CANDELA DISTRIBUTION LUMENS DEG CANDELA LUMENS 75° 0 \. 500 5 1348 131 1892 15 1440 407 1000 25 1345 611 0 35 1 1895 45 221 185 451 150r) 15 17 9i ° CANDELA DISTRIBUTION LUMENS DEG CANDELA LUMENS 75° 0 1281 1690 5 1348 131 1892 15 1440 407 1895 25 1345 611 0 35 884 540 1895 45 221 185 451 55 15 17 18 at 81 65 3 3 96 81 81 77 75 85 0 0 0 0 0° 15° 3!=1° Test No. 8495 2673996-13 90 0 Tested at 25°C Ambient in accordance to IESNA LM -79-2008 ZONAL LUMEN SUMMARY ZONE LUMENS '%.ILUMINAIRE 0-30 1149 60.6 0-40 1690 89.2 0-60 1892 99.8 0-90 1895 100.0 90-180 0 0.0 0-180 1895 100.0 LUMINANCE DATA IN CANDELA/ SQ, METER 120-277Y Angle in Vertical Average 45° 38537 55° 3225 65' 875 75° 0 85° 0 COEFFlCIFNTS OF UTILIZATION Zonal Ca%dtv Method LF4LEUG44LFLEUIG43UK lest ran, a.iy1<or.:riao-1;1 Web: wwwprescolite,com • Tech Support: (888) 777-4832 701 Ullenrlil.mii Bn �levard • Greenville, Sc 2960.7 U.S.A. > Phone ,1864) 67 6-1000 Orescolite Cepyrighl ,�:.U7 5 Fre'- lit In u d v ;cn cf H)bkel) Llghrng; In: All Rights Re'-.rved Gpe:,{ic atl�ns suk jed to charge.-wiihnnt n -,r �.•FnmeJ-r1 U.5..4•LFF.�ED-G�9• >i 19/1s HUBBELL Lighting, Inc. DRIVER DATA LF4LED5G4 WK LF&ED6434 30K LF4LED7G4 30K Input Voltage /'clfect- Ceilings :Ay Rerkr farni= 120-277Y 80'36 1 7090 5046 3090 1090 V.Qp 20 F - W. Fb:u Cava9 Ref6cta.nce 1 °„i Wall R,,fk ,ta Input Current 70 501 30 10 70 .660 30 10 50 30 10 50 30 10 50 30 10 1 113 11011.9 105 111 iib° 106 104 104 102 I(�v 100 99 91 97 03 95 Input Power 11)7 i�i2 % 94 105 101 96 93 97 94 91 94 91 89 91 89 67 200-1000mA 101 54. a9 35 00 a- 54 90 So P.7 18 at 81 26 3 96 81 81 77 94 26 81 16 84 1'3 76 A2 78 75 10 77 74 FCC 47CFR 9a a1 75 70 3a a1 74 711 18 73 69 77 7_ 11 75 71 al s 85 76: 69 64 23 75 69 64 73 x 64 72 67 69 70 66 tit 7 80 70. 6459 19 70 &I 59 C3 63 5.9 67 62 12 66 tit 5a 8 70 66: 59 56 75 i 59 05 64 68 54 63 W S4 62 57 54 9 72 61 66 51 71 51 55 51 61 54 50 59 54 111 ;8 -,'.3 50 16 E8 .. 51 47 51 471 56 51 41 47 65 60 47 LF4LEUG44LFLEUIG43UK lest ran, a.iy1<or.:riao-1;1 Web: wwwprescolite,com • Tech Support: (888) 777-4832 701 Ullenrlil.mii Bn �levard • Greenville, Sc 2960.7 U.S.A. > Phone ,1864) 67 6-1000 Orescolite Cepyrighl ,�:.U7 5 Fre'- lit In u d v ;cn cf H)bkel) Llghrng; In: All Rights Re'-.rved Gpe:,{ic atl�ns suk jed to charge.-wiihnnt n -,r �.•FnmeJ-r1 U.5..4•LFF.�ED-G�9• >i 19/1s HUBBELL Lighting, Inc. DRIVER DATA LF4LED5G4 WK LF&ED6434 30K LF4LED7G4 30K Input Voltage 120-277V 120-277Y 120-277V Input Frequency 50/60 I-Iz 50/60 Hz 50,160 Hz Input Current 0.12A (120v) 0.16 (120v) 022A (120v) 700 0.05A (277v) 0.07 (277v) 0.1 OA (277v) Input Power 14.3W 18.9W 26.6W Constant Current Output 200-1000mA 200-1000mA 200-1000mA Power Factor -0.90 =0.90 -0.90 THD <20`;0 <20 <20'0 EMI Filtering FCC 47CFR FCC 47CFR FCC 47CFR 88 e, 74- '0 Part 15, Class A Part 15, Class A Part 15, Class A Operating Temperature -20'C to 35'C -20°C to 55'C -20'C to 35°C Dimming 0_10V 0-10V 0-1 DV Over -voltage, overcuirent, short-circuit protected Power consumption and photometric output may vary with HDM or 2DM driver option When operating in EM mode, the fixture will deliver approximalely 30" of the published full lumen output 114LEDG4 4111ED5G4 30K LED Light Engine: 3000K, 80 CRI ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA/ System Wattage: 14.3W ZONE LUMENS ;LUMINAIRE SQ. METER Fixture Delivered Lumens: 1 131 0.30 683 bi) 3 Angle in Vertical Average Fixture Efficacy: 78.9 2669 Spacing Criteria: 1.1 0-40 1010 89.3 45' 1720 p g 0-60 1128 99.7 55° 1726 0-90 1131 100.0 65 584 90, CANDELA Di37RIBUTION 90-180 0 0.0 75° 476 85° 0 a° 1:5° 30° 85 0 0 Test No, 8496 2673996-12 90 0 Tested at 25°C Ambient in accordance to IESNA LM -79-2008 LF4LEDG4 4LFLED6G4 30K LED Light Engine: 3000K, 80 CRI System Wattage: 18.9W Fixture Delivered Lumens: 1214 Fixture Efficacy: 64.2 Spacing Criteria: 1.1 DEG CANDELA LUMENS I 3v0 7.54 0 ., f\ 785 76 > 15 / 700 25 805 366 25 a° 1:5° 30° 85 0 0 Test No, 8496 2673996-12 90 0 Tested at 25°C Ambient in accordance to IESNA LM -79-2008 LF4LEDG4 4LFLED6G4 30K LED Light Engine: 3000K, 80 CRI System Wattage: 18.9W Fixture Delivered Lumens: 1214 Fixture Efficacy: 64.2 Spacing Criteria: 1.1 DEG CANDELA LUMENS 75 0 7.54 0 5 785 76 60° 15 848 240 700 25 805 366 25 35 536 328 1050 45 130 108 45° 114 105 t''" 55 55 8 10 65 65 2 2 75 75 1 1 a° 1:5° 30° 85 0 0 Test No, 8496 2673996-12 90 0 Tested at 25°C Ambient in accordance to IESNA LM -79-2008 LF4LEDG4 4LFLED6G4 30K LED Light Engine: 3000K, 80 CRI System Wattage: 18.9W Fixture Delivered Lumens: 1214 Fixture Efficacy: 64.2 Spacing Criteria: 1.1 7r,•, '= c DEG 350 \. x.. 0 830 1098 5 897 86 10° 700 948 268 100 as a7 25 877 399 107 1Q2 _3 94. 1050 \ 7r,•, CANDELA DISTRIBUTION c DEG CANDELA LUMENS 5° 0 830 1098 5 897 86 10° 15 948 268 100 as a7 25 877 399 107 1Q2 _3 94. 35 563 344 94 91 89 45 114 105 t''" 55 7 8 a8 -84 81 65 2 2 95 a7 81 77 75 0 0 A2 7a 76 85 0 0 0-180 1131 100.0 COFFFiC1ENTS OF UTILIZATION 7nnal 1,+1at1,nd LMLEUG44L[LE05U430K lest to, 6495'to13iv0-1'L ZONAL LUMEN SUMMARY % Elf etiJ Ceiling ,avhy FbfkGtanoe c 00% 70 / 50./a .a71 10% '' 20?1 Ea t- rr-gr Ga Il,) Retplla- �� C70 ' %Wall ReflC:.t Ge 1098 50 30 10 70 50 30 10 50 3o' 10 50 30 '10 50 30 10 1 113 110 1114 105 111 iw 100 104 104 U2 10 100 as a7 97 96 95 2 107 1Q2 _3 94. 1 V5 100 96 S 97 94 91 94 91 89 9a 89 87 '3 101 94 a9 85 99 93 A4 30 a6 R. a8 -84 81 86 83 80 4 95 a7 81 77 94 86 1 76 4 79 75 A2 7a 76 30 77 74 5 90 e.1 75 79 88 e, 74- '0 ,a 73 69 6 72 62 75 71 68 6 8'a 75 69 64 23 74 6: 64 73 51 64 -71 67 63 70 66 63 7 80 7O 64 69 79 E9 r3 59 6a 6-3. 69 8 62 :8 66 61 58 8 7e. c5 59 55 i4 65 53 54 64 58 54 t:3 78 E4 62 57 54 9 72 61 66 60 70 61 55 60 60 54 6i 69 54 50 53 a5 50 til 68 57 61 47 - 57 61 47 .. 50 47 55 50 47 54 51 4n LMLEUG44L[LE05U430K lest to, 6495'to13iv0-1'L ZONAL LUMEN SUMMARY ZONE LUMENS ;�LLJMINAIRE 0-30 753 62.1 0-40 1098 90.4 0-60 1211 99.8 0-90 1214 100.0 90-180 0 0.0 4-180 1214 100.0 u° su° 90 0 Test No. 8685 LF4LEDC444LFLED6G430K Tested at 25oC Ambient in accordance to IESNA LM -79-2008 Web: www.prescolite,com • Tech Support: (888) 777-4832 4rescolite 701 1vtjllanrlum Boulevard + GrenvillH, S > 607 U 3 A • Pfore (8b4) h78 1000 Copy, jht U<G15 Pr s:of re, Ina , . d v son c{ HibWl C 7M ng, Iry All Rght, RAserred `pe: ificat ons subject to ch,nye, ,thow notice. • Printed in U � A. • LFRAED 0?` • tyrlu/IS LUMINANCE DATA IN CANDELA/ SQ, METER •� Angle in Vertical Average 45' 22617 55" 1712 65' 664 75" 0 85° 0 rtOFFFIQIIFNTS OF UTILIZATION 7rrnal r; vlty Marhnrl T_si N. 8685 ' HUBBELL Lighting, Inc. Integral EM Pack (Remote Test Switch Prescolite provides photometric performance of the LiteFrame LED when operating on integral EM (Remote Test Switch) back up power as a tool to approximate light levels in back-up battery operation. This should not be deemed a guarantee of performance. The LiteFrame LED is CSA listed as an emergency fixture for applications not to exceed 16ft. 1 h-�4"-I� 5-1/4" LF4LEDG4EMR Central Inverters For fixture full light output in back-up mode, Prescolite and Dual -lite have jointly tested the LiteFrame LED with the 100 (LG1) and 250 (LG2) VA LiteGear invert ers. (Note: Not for use with integral EM option). For more information on LiteGear go to www.dual-lite,com/resources/litegeor_luminalre_loading_chart/ Dimming Compatibility Table. "o Effect Ve -ti r 9 ty Refr9,t nil •� 00% 70% 60' Sal 1090 �''•� 20% Ercrlt,e nmr..avii} r"Jlroba C 'X 'W.11 Res-d,i, lata ;1' WI_lty/1 3jn2R`� 70 50 30 10 70 50 30 10 50 W 10 50 30 10 50 30 10 AWSMG-7xx, 11'3 110 ice 1.5 ill 102 106'104 104 102 101 14'0 99 93 9] '90. 95 2 107 1102 94 105 100 97 97 a4 91 94 92 89 91 49 27 8 101 '�5 a9 a5 39 % e3 a4 91 e 83 .&t ab 82 a6 a3 81 4 96 A.9 82 77 94 87 81 77 a4 - 75 8,^. 78 74 .90 77 74 3 30 82 5 71 89 1 G 74 p 77 73 69 76 72 69 6 86 76 70 65 84 7. 9 5 74 a 4 72 67 64 71 67 63. 7 81 71 64 60 79 7 64 60 69. f.' 59 6'S 63 69 66 62 59 8 76 666 60 55 7 6 59 -, 64 0. �5 b3 5a 5 62 56 54 9 ]2 0 66 51 ]1 61 55 51 60 55 61 Sa 64 51 54 51 10 E� E8 2 48 67 585243 57 51 48 56 51 47 51 47 T_si N. 8685 ' HUBBELL Lighting, Inc. Integral EM Pack (Remote Test Switch Prescolite provides photometric performance of the LiteFrame LED when operating on integral EM (Remote Test Switch) back up power as a tool to approximate light levels in back-up battery operation. This should not be deemed a guarantee of performance. The LiteFrame LED is CSA listed as an emergency fixture for applications not to exceed 16ft. 1 h-�4"-I� 5-1/4" LF4LEDG4EMR Central Inverters For fixture full light output in back-up mode, Prescolite and Dual -lite have jointly tested the LiteFrame LED with the 100 (LG1) and 250 (LG2) VA LiteGear invert ers. (Note: Not for use with integral EM option). For more information on LiteGear go to www.dual-lite,com/resources/litegeor_luminalre_loading_chart/ Dimming Compatibility Table. 4rescWeb: wwwprescolife.com • Tech Support: (888) 777-4832 olite 01 Millennivm Berlevard i are n 1e., S_ 246070 a « Phorle 1864) t,.-78-1000 Copyri,aht ,) 01 Pmscol t<, Inc , a d Y son .r Hybl II Lighting, I ,:, All Pght Eesened Spvifi7glior. saki -.t 1< chgng, without n tree • Pr hied'n I I a_,4. • LFR�ED 0-+9 • 6119115 HUBBELL Lighting, Inc. TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkellcr@tcrrmmneeptspr.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com /-O V Alan G, Franklin Lic. No. 35325 ,� SSS tV A L ISSUED: 11-22-17 SCALE: III = 10' REVISIONS: 1.01-30-2018, SRC COMMENTS SHEET DM/DMI Lutron DVN http_jjbLf y/11_jS ct DM/DMI Leviton AWf�tV1G-7xx, lata ;1' WI_lty/1 3jn2R`� AWSMG-7xx, AWSMT-7xx HDM Lutron 1133p: //[)iLyj 1 wfiVi �'el 2DM Lutron F1tto_}�/l>.'I- A)tZ1 nt=4Zt,.1. 4rescWeb: wwwprescolife.com • Tech Support: (888) 777-4832 olite 01 Millennivm Berlevard i are n 1e., S_ 246070 a « Phorle 1864) t,.-78-1000 Copyri,aht ,) 01 Pmscol t<, Inc , a d Y son .r Hybl II Lighting, I ,:, All Pght Eesened Spvifi7glior. saki -.t 1< chgng, without n tree • Pr hied'n I I a_,4. • LFR�ED 0-+9 • 6119115 HUBBELL Lighting, Inc. TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkellcr@tcrrmmneeptspr.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 clan@alanfranklinpe.com /-O V Alan G, Franklin Lic. No. 35325 ,� SSS tV A L ISSUED: 11-22-17 SCALE: III = 10' REVISIONS: 1.01-30-2018, SRC COMMENTS SHEET