Loading...
HomeMy WebLinkAboutSDP201500040 Plan - Other (not approved) 2015-12-29VICINITY MAP: SCALE: 1" = 1000' Use the Identify toot to Launch City's GIS Viewer y5 ' OF it �Y R-' A' .? s {� U Ali 4 400'y / S // T.M.P. 77 -8 9 SDP,2015-40 JULIA 279 2015 SHEET INDEX /ZONING SHEET 2 EXISTING CONDITIONS /DEMOLITION PLAN SHEET 3 SITE PLAN & SITE DETAILS SHEET 4 LANDSCAPE PLAN & DETAILS SHEET 5 SITE DETAILS & PROFILES SHEET 6 DETAILS & SITE SECTIONS SHEET 7 LIGHTING DETAILS APPR0VAt8�' 493 BURCHES CREEK ROAD FIRE CIFFICIAL - PLA /ZONING GI PERFORMANCE STANDARDS: BUI FICIAL -�- 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. ARCH IT T RAL RE IE BOARD "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE 493 BURCHES CREEK ROAD FIRE CIFFICIAL - 37. ALL CURBING TO BE VDOT STANDARDS (CG -21 OR CG -6), UNLESS OTHERWISE NOTED ON THE PLANS. CROZET, VA 22932, 434 - 989 -5703; ACSA CONTACT: 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 VDO ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. /L AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAYBE NECESSARY TO CONFIRM THE -> 3 O!L-c fS VIRGINIA DEPARTMENT OF HEALTH 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 SERVICES, INC. "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE 493 BURCHES CREEK ROAD 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 -21 OR CG -6), UNLESS OTHERWISE NOTED ON THE PLANS. CROZET, VA 22932, 434 - 989 -5703; CONTACT: 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. AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAYBE NECESSARY TO CONFIRM THE TAX MAP/ PARCEL #: TAX MAP 77, PARCEL 8 EXISTENCE OR NON- EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 39. MAXIMUM 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. ALL STRUCTURAL FILL SHALL BE A MIN IUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. PRE - CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL PROPERTY SIZE: 1.681 AC. MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 41. ON -SITE 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 ON -SITE. WATER AND SEWER: EC (ENTRANCE CORRIDOR) 5. UNEXPECTED SITE CONDITIONS MAY ARISE 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 SPECIAL USE PERMIT FOR OUTDOOR STORAGE IWITHIN AN ENTRANCE CORRIDOR (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 CONSENT OF THE ENGINEER. 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 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 INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR ADOPTED BY THE ALBEMARLE COUNTY SERVIICE AUTHORITY. EXISTING USE: VACANT AND /OR CONTRACTOR SHALL OBTAIN FINAL ARCHITECTURAL DRAWINGS AND CONSULT WITH ENGINEER REGARDING EXACT PLACEMENT OF BUILDINGS ON SITE. 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 NATIIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. PROPOSED USE: CONTRACTOR'S OFFICE /EQUIPMENT STORAGE YARD ' CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY "MISS PERMITTED DENSITY: N/A ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING 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 AI 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 ON -SITE. 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. PLACEMENT OR STORAGE OF ANY AND ALL MATERIALS, EQUIPMENT, VEHICLES AND TEMPORARY STRUCTURES USED DURING CONSTRUCTION. NEITHER THE OWNER PROFFERS: NONE NOR ENGINEER SHALL BE HELD RESPONSIBLE FOR THEFT, DAMAGE OR INJURY ON -SITE 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. WAl1VER /SPECIAL EXCEPTION 1 SPECIAL USE PERMIT FOR OUTDOOR STORAGE WITHIN AN ENTRANCE CORRIDOR, THE OWNER OR ENGINEER. REQUESTS: SP2014 -19, APPROVED WITH CONDITIONS BY BOSON 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 LOGISTICALLY 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 VNATER 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 BYTHE 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 WUTH THE 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 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. 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. EQUIPMENT SALES /STORAGE /DISPLAY AREA. 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: LANID -USE BREAKDOWN: IMPERVIOUS AREA: _ ` - .__........ ._.. .... .... ..._ .... _AC __.__... + NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON -SITE. 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 BUILDINGS: � 2,240 0.05 3% 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 - - --- ...._.. .._. -.... __ 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. ; ;PAVED /GRAVEL AREA: 12,428' 0.29 _.. _.�..__.__.....___.__ __ _ m _ �_�..._.,..........� Mawr_..... �.__ �. �._.,,_....._.._.._ �� 17 %T . 13. PRIOR AS DRAWN MAY NOT ACCURATELY REFLECT THERE REQUIREMENTS OF THE PERMIT. WHERE ANY THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, Q 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE ;_____ L _..__...__._..._._....)..M..... ............. s�..,._..........._..._. TERVIOUS AREA. i 58,5561 1.34 ..�____.._..o....,,........�..� 80%_1 DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. r,.,_ ;.....,__.....,... NOTED. _..._;,__.________,,......I__.. _..... m_.,.,._.._ .... ..................___...- ._.... _...._.__._.?_........,..__._._ ._.___,___._.,....,,_..3 (TOTAL SITE ACREAGE: ** 73,224 1.68 100% 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE - CONSTRUCTION CONFERENCE. 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. SETBACKS: 10' PARKING SETBACK (PUBLIC ROW) 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS 50' BUILDING SETBACK (PUBLIC ROW) STILL UNDERWAY. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. MAX. HEIGHT OF STRUCTURES: 35' 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 (fHORIZONTALMERTICAL). 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: 13 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 L -INED 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 STABIILIZE 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 7. ALL TRAFFIC CONTROL SIGNS SHALL COMFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 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 PARKING PROVIDED: 13 EMPLOYEES ASSIGNED TO WORK ON SITE = 13 SPACES PROVIDED STABILIZATION MAT. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 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 PIIPE 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 STABILIZATION SHALL ALSO BE APPROVED BY ENGINEER. STANDARDS AND 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 TRANSPORTATIO)N (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, DATUM: NAVD '88 18' AND ADJACENT TO S 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) 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. GPS -2: ELEV. 5438.50 (N 3892142.96800, E 11486255.68000) 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 AUTHORIITY CONSTRUCTION SPECIFICATIONS REGULATING THE SP2014 -19 APPROVAL CONDITIONS (07/08/15): CONSTRUCTION AND EXPANSION OF THIE 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 31. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, ORDINANCE AND ARB REQUIREMENTS. TRIP GENERATION SST I MAT ES 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 2. THE SITE SHALL B BE SOLD, STORED, OR GENERAL WITH IN AREAS INDICATED FOR SALES, STORAGE, OR DISPLAY ON THE CONCEPT PLAN. THE SITE SHALL BE LANDSCAPED IN GENERAL ACCORD WITH THE CONCEPT PLAN, EXCEPT THAT: 3. UD -4, ETC. PER VDOT STANDARDS. �_... _.._ ........__..__.....__..,_...... --- ---- °° - - ................ -° - - - -- CODE LAND USE (NUMBER OF , AVG. WEEKDAY TRIPS ( AM PEAK PM PEAK SATURDAY SUNDAY "- a. EVERGREEN SCREENING TREE HEIGHTSHALL BE EIGHT 8 TO TEN 10 FEET MINIMUM AT PLANTING. O ( ) 33. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED - " " i (EMPLOYEES (TRIPS /DAY /EMP.) STRIPS /HR /EMP.)( TRIPS /HR /EMP.) ( TRIPS /DAY /EMP.) (TRIPS /DAYJEMP.)' b. SHADE TREES ALONG AVON STREET EXTENDED SHALL BE THREE AND ONE -HALF INCHES (31/2 ") CALIPER MINIMUM AT PLANTING. c. SHADE TREES ALONG ENTRANCE DRIVE SHALL BE TWO AND ONE -HALF INCHES (21/2") CALIPER MINIMUM AT PLANTING. _ _ LL BE SCHEDULE 40. CONCRETE PIPE SHALL BE CLASS 3. ALL HDPE PIPE SHALL BE ADS N 12 OR EQUAL W/VDOT STANDARD PB 1 BEDDING. ALL PVC CONDUIT SHALL ; , , __.__.._..__._...__.... ._..,_______._.,_....____ _......_..__.._ .... 9 .......__._ . ____ .........____. _... __.._. .............__. .....__._..__.._.._._..._.�..,_ �_..__ _ .._._........._... {_.._.___ ..............._.._...._....,,...._..__....__.._.__ ..._........................•., 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 110 GENERAL LIGHT INDUSTRIAL 8 3.02 0.48 0.51 ! 0.48 0.26 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 EMPLOYEE) 24 4 a 4 i 4 2 - 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 TRIPS GENERATED -} 24 I 4 4 f 4 2 _._ _. 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. TIERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @temconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan@alanfranklinpe.com Cn U � Z LO 0 W CN LLJ C-L J T Z 0 0 C J LLJ LLJ Q cn u) 0 w V LL � Q cr. LTH OF 1, j Al . Franklin Uc. No. 35326 W ISSUED: 12 -01 -14 SCALE: REVISIONS: 1. 02 -17 -14 - INITIAL PLAN COMMENTS 2.07 -27 -15 - FINAL SITE PLAN 3.09-28-15 -ARB COMMENTS 4. 09 -29 -15 FINAL PLAN COMMENTS 5. 10 -22 -15 - CO/VDOT COMMENTS SHEET OF 7 LEGEND W WATER LINE (EX. / PROP.) WV® WMO WATER VALVE/ METER FHA FIRE HYDRANT YH YARD HYDRANT BOA ® BLOW -OFF ASSEMBLY SS SANITARY SEWER LINE (EX./ PROP.) CO o CLEANOUT MH•• MANHOLE SD- STORM LINE (EX. / PROP.) DI r-'01 STORM INLET YD ® 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.) PP0 POWER POLE LP* LIGHT POLE GUY ce GUY WIRE EM o ELECTRIC METER TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX./ PROP.) UGT UNDERGROUND COMMUNICATIONS (EX./ PROP.) PED ❑ UTILITY PEDESTAL SWM/ DWM o/6-6 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.) E-3:-I-- F2.5096- DEGREE/ DIRECTION OF SLOPE 479.70+ SPOT ELEVATION HP HIGH POINT LP LOW POINT - - • - DITCH / SWALE =:::= WATERCOURSE 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 POLYVI NYLCH LORI DE 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 SURVEY 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 8 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. H 6. SOME EASEMENTS OTHER THAN THOS E SHOWN HEREON MAY EXIST. 7. THE FOLLOWING MISS UTILTY TICKET WAS USED I N THE P REPARATION OF THIS TOPOGRAPHIC MAP: TICKET # A415701922 -OOA DATED JUNE 6, 2014 1 Source: Public Facilitie^ " "�- -' r-_!1___ i+_ \ \ FMq - \ FEMA 100 YR FLOOD FE MA LIMITS, TYP. FEMA DRIP LINE �y \ \ \ FEMA �' FEMA __.__ F A FEM -- PROTECTIVE DEVICE \\ \ TMP 76M2 -1 -D WILLOUGHBY PROPERTY OWNERS ASSOCIATION, INC. CLEAIRINGA DIGRADING \ \ \ \ ZONING: PUD \ \ \\ D.B. 3814 P. 193 PROPOSED GRADING D.B. 1160 P. 408 -409 PLAT \ \ \\MIN. 5' � WHERE DRIPLINE y \ \ \ IS LESS THAN CONSTRUCTION OPERATIONS RELATIVE OPEN 5 PHASE A TO THE LOCATION OF PROTECTED TREES E -072 DETAIL N.T.S. { \ \ --360-- =._ HATCHED AREA REPRESENTS AREA OF CRITICAL SLOPESf� - - .. . (PRESERVED), TYP. _�" -! - \T r~ -1; \ _�► 3� lam_ _J - ---'�' ^-- -- -4. ` M 00 R E S CREEK- ----__ x- (PER COUNTY GIS) y -i OLr 3.38 -1 - _ I 2 t� PLAT 6c � Od 419.65 d1�MTP- �r M + + / l �P 7/ /7 7- T T T T T n 420,15 l' 'P6� �06�A l� ", / 420.09 .SVTX F1EkDVTRR1 // �JJ / -Z -Z / _Z L L L 4 ;SHED, TBR + / / 42287 7_� �T INV OUT '-- - \ + r .r . Ir �_ _ `! ��-' T t 423.16 `�'+<Y� 'w- ,,;.�?°d- {` ""�� J38 �- i' 417.98 ' \ + 421Ff3 \ 421.671 / r , �-,- 2 3 �''"-- a.'^� � STUMP � + 423 `°,� T �� i --�_ �. ��r�1�1 ` ��--� d _^ ' '` Od - _ 8 WOODS "� WOOD POST, TBR -� 17 421.92 '`r �.. 7 7-- , , \ ``--- -��. ,TBR XISTING- ENTRANCE_ _ - �- '�"��� --- � \ INSTALL TEMPORARY + � O � ' \ TO BE REMOVED WELL TBR WOODS \ \ TREE PROTECTION `2283 '-- _ POWER POLE + 4 3 3 FENCING TO �!! f 4168 TO Bn- ELQCATED .. 343 4 \ \ DELINEATE AREAS TO + T 418.50 r < 2D 0 244s 08 \ BE PRESERVED 422.41 I CONCRETE _ _ \ \ ,I, TMP 77 -8A PAD TBR GRA1%E� 42 GARY D. AND ELIZABETH M. \ ` +423.36 \ ilr `!21.04 EDGECOMB -� SDMH - n'' \ 426.15 ''�- --- GUY,TBR. � DRIVE, \ +4241 + 3t T�32.37 �� BUSH TBR / 4225 mil; I ZONING: HC T.B.R. 426.557 / / D.B. 1560 P. 585 PLAT ,-'I NV. 1 N 429.07 �°� � �' 427.34 425.01 43 �' IN . OUT 427.79 430.01+ ' ^� UP y^rlr 1.s L PF 427x8 -\\ + \ / o rt V D.B. 1376 P. 282 PLAT 427.54 " 20 r J , , 3 RB ( (JJ,`' (40) - �L?R I / D.B. 1147 P. 346 12 RB (20) - TBI� BUSH 10 "RB (�20) - T 427.9 ' 422 ti D.B. 1147 P. 344 PLAT T,B.R. 427.14 : 43 PORTION OF EXISTING + rli 43022+ •42;44 :; . 2+ - 428.56 \ 412 +422.8P UARDRAIL TO BE : •1 8 8 --J- -. 8 4 ��i•: 2 r'� 2 REMOVED + rt F rr.., 412 • -- -,-.,. _ . .......� --�.. .... , .. :..... . _ ..., '4 640 58 4519 Q •- i 1 2. N " 38 , P r + +, w 24. o r 4 S r_ - ,77 . .� ' 0 53 4 4 �: ..� �. X21 - -_. 4 .1 , , rr 4 N '' , s !NV HATCHED AREA h.8 1 V Or E 6 UT 4 , SHAD AREA - -- ...,.... , •- Zr .:,. .. ... ,...., AREA OF - : --� REPRESENTS 435 ,. .. .. .... ... ..,. _ ...... _. , ..... .... •;'�;:�:�::�. "�.`.':. -REPRESENTS AREA OF 18 �t EP CRITICAL SLOPES 4 i 3 4 r .6 4 r 3 1 CRITICAL S EP 43 4 =:::'` 439.89 = , 75 ". (MANAGED), P. R 31 1 + TY MANAG ,TYP. 4 m ( ) � � � EP432.28 .. >`' :�2989.• ' \ r , ,38.32 �_- ,- �_..�( - �� 36'+ 2 - 361 - - -� AVON STREET EXT. TERMINATE GUARDRAI EP 431.0` ~` EOPFO EOP / '� = 43544 ST. RT. 7_4-_2_-___'_434.4q' - + - --- PER VDOT STDS. \ \ W W -►-- W � W --- (VARIABLE 433.73 432.97 \ BC 439.2o 439.2o 436,8, 3 W r W \\ / 431.76 43D,85 \429.96 BC 39' ± W -W 3 GA 436.48 BC - �/ EOP TO EO TC 4341,97 434.40 12 "gCSq TAW ERI-SE 433. W ---_ __ W 439.64 SDMH TC �-- Be _ TOP 438.34 +/- 43688 433.39 BC W BOTTOM OF STRUCTURE 435.28 +/- 435.24 TC CG -6 43 431, W W 430,3 INV. OUT 435.22 TOP 34.52 433,92 INVERTS NOT FULLY ACCESSIBLE TC STRUCTURE FULL OF TRASH ERADICATE PORTION OF WHITE o Be 432.48 SID LANE STRIPE &ERADICATE TC ARROW PAVEMENT MARKING EXISTING MEDIAN STRIPING TO BE ERADICATED AND TOP 431,78 430.48 (COORDINATE WITH VDOT) 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) O �J► 0 10' 20' 40' 80' 10LIMI TS TYP. FLOOD _-1� LI6Oj � - -- ---- -_ _ LIM ITS, _- - ---- - EXISTING DECIDUOUS TREES, TYP. POINT IN CREEK NC. VA33 TERLURA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @temconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com � z Q W � U � - z > 0 �WQ j 0 Izzi- z 0 LO :E o �- >- Lv Q r*) 0 n z \. z ZD 0 z Lu w J F Q Q �C W o z �C Q 0 z co W t an G. Franklin 1 ic. No. 35326 W s jONAI- ISSUED: - 12 1- 0 14 SCALE: 1" = 20' REVISIONS: 1. 02 -17 -14 - INITIAL PLAN COMMENTS 2. 07 -27 -15 - FINAL SITE PLAN 3. 09 -28 -15 - ARB COMMENTS 4.09-29-15 FINAL PLAN COMMENTS 5. 10 -22 -15 - CO/VDOT COMMENTS SHEET o� r1 op -- oft--] �l �A a -.4 a io 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 (§) MULCH CSI RING FINISHED GRADE REFER TO TREE A ROOTBALL PIT DETAIL 20 COMPACT EXCAVATED SOIL TO - FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA TREE PLANTING ON SLOPES MULCH LAYER ENTIRE AREA TO BE MULCHED SECTION SECTION, PLAN L-003 N.T.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W/ 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); �`. FEMA----_ '"'---- _ _ FEMA"'" FEMAn� FEMA FEMA FEMA "'.• FEMA ._..----- FEMA ----'"_ FEMA --"'"_________, -------- FEMA ' FEMA Ftop, \ \ FEMA �.... \ TMP 76M2 -1-D \ \\ \ WILLOUGHBY PROPERTY OWNERS ~\ \\\ ASSOCIATION, INC. ZONING: PUD D.B. 3814 P. 193 �► \ \ \ D.B. 1160 P. 408-409 PLAT ��` \ \~ • �- OPEN SPACE WILLOUGHBY ` ---- y �\ ' SECTION 5 PHASE II! SHADED AR CREEK �4 y6--_ REPRESENTS - REPRESENTS AREA 0 \ CRITICAL SLOPES ,¢ a *•�,,,,� \' - ---� `- 360-- 10E)CQC7DX1C:n1 TVP 1 -_ - D:1�- 4 P. �P �z- � 26 LAS L �- �\ s V-11 --4L-CONTOURS I-V 15 AREA --._. D.B. 34 - P. 211 ..- D.B: P. 110 PLAT- -- - - 4- - Tl�l'(FN FF?O,vt .LtS,FM.4k2t� 34.1 _ _ -_ ; - D.B. 32 P. 582;-583.. LAT -COUNT a GI..,-_ P LEYLAND CYPRESS A2 EASTERN RED CEDAR X CUPRESSOCYPARIS LEYLANDII JUNIPERUS VIRGINIANA 5 5 81-10, 8--10- 23 16 115 80 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) .114 ARBORVITAEAl • • Basis for Canopy • Basis for Canopy : • Tree Canopy Requirement x 10% �_ �.,��� }i .� ♦` - f '� i��►�;��,.�.n♦7/�w`.�����C.\����'�� �/ Y S �\�i� 7�y�� 'I�� �j•\ �, .f• �'��Yi, BI CHERRY LAUREL PRUNUS LAUROCERASUS "OTTO L." CL U) Q w W w !H- Ell _ -`' � U DWARF ••• HOLLY ILEX CORNUTA• ••• •NA W H NA 1A.0 IV57-Q 06W `W X1_1 R24.r W -j <t z _.j STREET TREES 1 i ai • KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY • CANOPYSUB • ___ �• ■ ■ 124 744 ■.'tom ■ D FLOWERING DOGWOOD CORNUS FLORIDA 6 PARKING LOT TREES --`-` _ S�REENING, TYP. RE -LOCATED _� --- KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY GANOPYSUBTOTAL j---------% ---- POWER POLE \ ALL PLANTINGS S CRE F SUGAR MAPLE ACER SACCHARUM "COMMEMORATION' 3 2.5" CAL. 195 585 Q' ! /-AWWSTR EET / -� E - OFR W AND SHPIL'L NOT OBSTRUCT � ��"-- o / / �+ p XT. - - -� - - - - - - - SIGHT DISTANCPF OM VEHICULAR Al-A4 THESE EVERGREEN TREES (ALL LABELED AS "A') ARE REQUIRED TO BE 8'-10' AT THE TIME OF PLANTING. ONLY ARBORVITAE ARE TYPICALLY ST. RT. 742 IN INVENTORY AT THIS SIZE. THE PURE EVERGREEN SCREEN PLANTING ALONG THE WESTERN EDGE OF THE PAVED AREA (FURTHEST FROM AVON STREET EXTENDED) SHOULD CONSIST OF ONLY ARBORVITAE. ELSEWHERE ON SITE A MIX OF 2-4 VARIETIES (A1 -A4) MAY BE USED. IN ALL CASES THEW (VARIABLE WIDTH) PLANTS MUST MEET THE SIZE REQUIREMENT SPECIFIED. W, AT LEAST 5% OF THE PAVED PARKING AND CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES. THE PAVED PARKING AND CIIRCULATION AREA W W W ---W 01 PROPOSED IS 12,586 SF. 5% OF THAT IS 629 SF. ALTHOUGH THIS AREA IS COMPLETELY SURROUNDED BY PROPOSED TREE PLMNTINGS, FOR THE / /' �- W - W W - - - - - - - PURPOSE OF THIS CALCULATION IT IS ASSUMED THAT ONLY 3 SUGAR MAPLES AND 11 ARBORVITAE WILL BE USED TO GENERATE' THE RESULT. i W THESE 14 TREES YIELD 706 SF OF CANOPY AT 10 YEARS MATURITY. THE REQUIREMENT APPEARS TO HAVE BEEN MET. - TREE CANOPY CALCULATION REQUIREMENT CALCULATION Acres Total Site Acreage 1.68 minus 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 Agent Approved Credit 0.00 Basis for Canopy 0.76 Basis for Canopy 0.76 Tree Canopy Requirement x 10% 1110 r1c moi' Z Total Canopy Area Required 0.08 > 3„485 SF SDMH TOP 438.34 +]- BOTTOM OF STRUCTURE 435.28 +/- INV. OUT 435.22 INVERTS NOT FULLYACCESSIBLE STRUCTURE FULL OF TRASH W o CG 6 wv W W - ~--- W- SDMH _ TOP 434.52 LANDSCAPE/ARB NOTES: 1. ALL SITE PLANTINGS OF TREES AND SHRUBS SHALL BE ALLOWED TO REACH, AND BE MAINTAINED AT, MATURE HEIGHT; THE TOPPING OF TREES IS PROHIBITED. 2. SHRUBS AND TREES SHALL BE PRUNED MINIMALLY AND ONLY TO SUPPORT THE OVERALL HEALTH OF THE PLANT. 3. VISIBILITY OF ALL MECHANICAL EQUIPMENT FROM THE ENTRANCE CORRIDOR SHALL BE ELIMINATED. SDMH TOP 431.78 0 10' 20' 40' TERRA, CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com ti TH OF ct .moo y. an a.nklin Lic. No. 35326 W 10-j sjONA1, ISSUED: 12-01-14 SCALE: 1" = 20' REVISIONS: 1. 02-17-14 - INITIAL PLAN COMMENTS 2. 07-27-15 - FINAL SITE PLAN 3.09-28-15 - ARB COMMENTS 4.09-29-15 FINAL PLAN COMMENTS 5. 10-22-15 - CO/VDOT COMMENTS SHEET rAA I �'R 0,kk U - z 0. 0 qtt ull) Q Z 1110 r1c moi' Z O �Lf > Z CL U) Q w W w z z o U � U o- w w -j�. rr- W H X1_1 Z LL W -j <t z _.j TH OF ct .moo y. an a.nklin Lic. No. 35326 W 10-j sjONA1, ISSUED: 12-01-14 SCALE: 1" = 20' REVISIONS: 1. 02-17-14 - INITIAL PLAN COMMENTS 2. 07-27-15 - FINAL SITE PLAN 3.09-28-15 - ARB COMMENTS 4.09-29-15 FINAL PLAN COMMENTS 5. 10-22-15 - CO/VDOT COMMENTS SHEET rAA I �'R 0,kk \1 450 Ewe e 430 420 410 Nt 4 MW , 430 420 410 w Z ZON I NG: UI, �.8. 1489 P. 287 �/ D.6.19Y�. 590 PLAT ! '"�� 420 HWPBi �420� v/ 'ir AL / —J / a 417.98 7.9 .se 1 '� 4 r / WOODS \ k / _ _ _ �_ ''� -.,_ _ \ •`•�� �� D.B. 1147 P 344-PLAT °'* o t., _ _ _ 420 `` '.- :r"= <'�- •,� -�\ \ \ •�.,,. �_ _ - -• -\ /�M y k / \ M -� ail-- -- ��. cam #:'' \ Od OdM �OdM M / d/ : r,y":'y ::;::Fg.: > "> :5' ' k �� OdM OdM �� Od y 'EL 140 ¢ � d1 a. t. TMP 77-8A ; v,. >,:...;:;�k...:.r,..::,:: >::: ..., GARY D. AND ELIZABETH M. > ,: <�;.. t: y.. �4�.: w:.:..... a- -!§:w;..�.r::w.'w•ws'!w.as..:', i ..:... ...:..:::..:r::,:...:F::.....F: ,���;':, ':::;::::.:: � '> %\ 1 ZONING: HC ..F:.. .::F :...:::::::: .: F; i� ?�<:":_ � >:. <.. D.B. / 1560 P. 585 PLAT .r;. .:.�: 6. .: ....:... ..::.::: .::.. :.� ..,..::.. �.��:�. ... ..: •.F�o:F >,I::. �::;, D.B. 1376 P. 282 PLAT u l : : { D.B. 1147 P. 346 / D.B. 1147 P. 344 PLAT EXISTING MEDIAN STRIPING TO BE ERADICATED AND RE- STRIPED TO CREATE A TWO Y LEFT TURN LANE FROM THE START OF THE CAT FACILITY ENTRANCE AND CONTINUE TO WH RE 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) SIGHT DISTANCE EXHIBIT' SCALE: 1 " =40' r `sF` LINE -- _\ \ -- / / / / / INSTALL PAVED VDOT S ENTRANCE, TIE TO EX. EOP (SEE PROFILE) > AVON STREET EXT. ST. RT. 742 - 45 MPH -4tZSV RUM SIGHT DISTANCE PROFILE SCALE: 1"=40'H; 1 " =10' V — .3 TLtU _Z__r1FV - -L-rou -U -roU 2r 7r 11 ENTRY DRIVE STORARGE YARD 00 M M LL z w j Lu w0 LO M ir W C z E_ 0 + I! !! PROPOSED GRADE 0 � w z ` ¢ w EXISTING GRADE o� Ei 0 Qo U) w Ir-i II (~n I­_ a a ° LL =Ww \ �z= o5un .00 °/D a \ — — — — - - - -- - - -- - - -- 29090 — - - -- O Moo rr00 Nc! NM N°' r\M NM p�M Nr` NM nip! t"M niti OM niM OM tocy) °� ".Lq � L6 M M� NO N00 Nr- NLO NN N('') Ncf) NN NN N � aM �M �0 CIS! N N aN C ac C -' --- - - - - -- ------- -" — — — ,_ 5OE IGH ;N Mp EXISTING GUARDR I zU45 -- - _ 2 z_ g= PROPOSED GR DE EXISTING GRAD w= w 0 - 0 W c7 Lu - - -, ----------------------- — — — _ 500' SIG TgNE (45 MpH �Oj[u_u ui - - -- -- --- Wo° --------------- - _ _ _ _ 0(nQ M c0 O O cn tr) 00 LO O M N M O O O co O M M M M M M M N N N N N N N N N N N N NI O -4tZSV RUM SIGHT DISTANCE PROFILE SCALE: 1"=40'H; 1 " =10' V — .3 TLtU _Z__r1FV - -L-rou -U -roU 2r 7r 11 ENTRY DRIVE STORARGE YARD R ENTRANCE PROFILE SCALE: 1"=20'H; 1 " =10' V 11 +00 I I , 430 420 410 N N 12 +00 Alfl"w UToU 1t17U L +4u J +2U I I 1111j, I ,J 430 410 TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA VIRGINIA 23093 PH. 434-531-3600 31 3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil an i d Site Plan Engineering eerin g g 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com U > cn W W _Q d- z �- Ln C3 O o �--- > cr N > Z 06 z O Cn v J W LLJ _j fr �n Q < 2 w W z m 0 LE < Q W TH op' t, t91an . rank in Uc. No. 35326 ISSUED: 12 -01 -14 SCALE: AS SHOWN REVISIONS: 1. 02 -17 -14 - INITIAL PLAN COMMENTS 2. 07 -27 -15 - FINAL SITE PLAN 3.09 -28 -15 - ARB COMMENTS 4.09-29-15 FINAL PLAN COMMENTS 5. 10 -22 -15 - CO/VDOT COMMENTS SHEET OF 7 00 M M w j Lu w0 LO M ir W C z E_ 0 + I! !! PROPOSED GRADE 0 � w z ` ¢ w EXISTING GRADE o� .4 04 Qo U) w Ir-i II (~n I­_ a a ° \ .00 °/D a \ — — — — - - - -- - - -- - - -- 29090 — - - -- O Moo rr00 Nc! NM N°' r\M NM p�M Nr` NM nip! t"M niti OM niM OM tocy) °� ".Lq � L6 M M� NO N00 Nr- NLO NN N('') Ncf) NN NN N � aM �M �0 CIS! N N aN C ac C R ENTRANCE PROFILE SCALE: 1"=20'H; 1 " =10' V 11 +00 I I , 430 420 410 N N 12 +00 Alfl"w UToU 1t17U L +4u J +2U I I 1111j, I ,J 430 410 TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA VIRGINIA 23093 PH. 434-531-3600 31 3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil an i d Site Plan Engineering eerin g g 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com U > cn W W _Q d- z �- Ln C3 O o �--- > cr N > Z 06 z O Cn v J W LLJ _j fr �n Q < 2 w W z m 0 LE < Q W TH op' t, t91an . rank in Uc. No. 35326 ISSUED: 12 -01 -14 SCALE: AS SHOWN REVISIONS: 1. 02 -17 -14 - INITIAL PLAN COMMENTS 2. 07 -27 -15 - FINAL SITE PLAN 3.09 -28 -15 - ARB COMMENTS 4.09-29-15 FINAL PLAN COMMENTS 5. 10 -22 -15 - CO/VDOT COMMENTS SHEET OF 7 w 42 41w 0 0 W w J 0 J O � I I z � I Z 1 Z z_ 1 NEW PLANTINGS I LINE OF SIGHT 12 1 I I I 0 � tcni lipnn�nl-r eRUini� p � I 1 430 420 WAS SIGHT SECTION C - SOUTHBOUND APPROACH SCALE: 1 " =10' 430 420 410 w w 0 0 o , z z � � O O m 1 NEW PLANTINGS I 1 z 1 1 -I w z 1 I nooI FA 420 W W z Z SIGHT SECTION B - NORTHBOUND APPROACH SCALE P' = 10' LLJ Z I 0 Z) m I � I O � z i z a i w Z O J I� 1z Q I rm SCREEN FENCE AT R/W WOULD NEED TO BE 11' TALL EQUIPMENT PARKING, STORAGE & MANEUVERING LINE OF SIGHT 12' ABOVE PAVEMENT SIGHT SECTION A - DIRECTLY OPPOSITE SITE SCALE: 1" = 10' O J 0 zI 'lei Q m w MQI wI I— W 1 430 420 410 430 420 ulp, TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com w Q R::I- (1) z 6 0 (1) o��z N ' O 0- _ �� z v Z o LLJ U 0- w LLI m W < W Q m z Q TH OF "G I� �r .moo �. Al k.rankhn Lic. No. 35326 W sI ON L ISSUED: 12 -01 -14 SCALE: AS SHOWN REVISIONS: 1.02 -17 -14 - INITIAL PLAN COMMENTS 2. 07- 27 -1.5 - FINAL SITE PLAN 3.09-28-1.5 -ARB COMMENTS 4. 09- 29 -1.5 FINAL PLAN COMMENTS 5. 10- 22 -1.5 - CO/VDOT COMMENTS SHEET OF 7 Q J o , z z � O (— m O O Z SIGHT SECTION B - NORTHBOUND APPROACH SCALE P' = 10' LLJ Z I 0 Z) m I � I O � z i z a i w Z O J I� 1z Q I rm SCREEN FENCE AT R/W WOULD NEED TO BE 11' TALL EQUIPMENT PARKING, STORAGE & MANEUVERING LINE OF SIGHT 12' ABOVE PAVEMENT SIGHT SECTION A - DIRECTLY OPPOSITE SITE SCALE: 1" = 10' O J 0 zI 'lei Q m w MQI wI I— W 1 430 420 410 430 420 ulp, TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 - 531 -3600 mkeller @terraconceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan @alanfranklinpe.com w Q R::I- (1) z 6 0 (1) o��z N ' O 0- _ �� z v Z o LLJ U 0- w LLI m W < W Q m z Q TH OF "G I� �r .moo �. Al k.rankhn Lic. No. 35326 W sI ON L ISSUED: 12 -01 -14 SCALE: AS SHOWN REVISIONS: 1.02 -17 -14 - INITIAL PLAN COMMENTS 2. 07- 27 -1.5 - FINAL SITE PLAN 3.09-28-1.5 -ARB COMMENTS 4. 09- 29 -1.5 FINAL PLAN COMMENTS 5. 10- 22 -1.5 - CO/VDOT COMMENTS SHEET OF 7 J 14" LED Downlight LF4LED G4 120V -277V High Efficacy 0 -10Y dimming APPLICATIONS: LED DRIVER: LiteFrame LF4LED is a 4" specification grade LED The LFALED utilizes the Philips Fortimo LED Driver open dow- nlight that utilizes remote phosphor specifically designed to optimize efficllency of the technol gy to obtain color consistency, energy Fortimo DLPA Module. Driver is designled to match the savings, and low maintenance costs, 50,000 hours 50,000 hours minimum life e.xpedancy of the system. minimum life up to 35 °C (95°F) in open plenum Meets UL Class 2, inherent short clrcuiit protection, self applications. limited, overload protected. If critical ttemperatures are HOUSING: reached on driver or LED module, Integrated thermal ae-piece 22 gauge noncorrosive steel platform. feedback loop will gradually reduce current to protect Pre -wired j-boxwith snali cover for easy access. system life. Driver is universal 120V277V. Optional Snapin- connection from driver compartment allows Lutron Series A driver is also availaNea easy installation of light engine /trim assembly DIMMING: without tools above or below the ceiling and Comes standard with 0-1 OV dimminig capability can be upgraded to accommodate technology Flicker -free dimming to 10 %. 0-1 OV control may improvements Approve for 8 (4 i n/4 out) No. 12 ,consume V to 1 mA. al D5+ Lutron L7 p a wire, 3 wire, AWG conductors rated for 90°C through wiring. and Ecosystem dimming available tin 1%. REFLECTOR: High purity aluminum, A64, iridescence INSTALLATION: Adjustable gar hangers included Umtversal suppressed, semi - diffuse reflector Self -trim standard, adjustable mounting bracl-_ets also arccept 1/2" Painted while self -trim (WT) available as option. EMIT conduit or 1 1/2" or 3/411 lathiing channel (by LED LIGHT EN GINS: others) or Prescolite 24" bar hangers (B24 or B61. The LF4LED uses the Philips Fortimo DLM Gen 4 CERTIFICATIONS: LED Modulewith remote phosphor technology. This C5A certified to U5 and Canadian safety standards technology provides controlled color consistency (3 Suitable forwet locations, ikpproyedl forthrough SCDM) from fixture to fixture. The system is designed wiring. Nor-IC rated EMR is damp crated use only, for optimal life and lumen maintenance (550,000 hours at 707. lumen maintenance). Both reflector and ENERGYSTAR qualified with open clear Alzak light engine assembly are mechanically retained to reflector housing The light engine comes standard wth 80 'WARRANTY: CRI in all Kelvin temperatures 5 year warranty See www.prescolitfe com for In acontinu ing effort to offer the6est product demiIs. DATE: TYPE FIRM NAME: EXAMPLE LF4LED7G4120HDM- 4LFLED7G435KWHWT PROJECT. 25 1345 .1► °llAiLi�t �yR ss sa° Ito 35 1 540 Ceiling Culout:5" Maxim um Ce it ing Th ickness 11 /a" For conversion to m ill lmeiers, a ''"I multiply inches by 25 A Not to Scale 14- 31$ "-•� 15 -1A e 11 -314 'o© 511 6 • n �i- - 4" 5 -114" See sheet 3 EMR. line art. EXAMPLE: LF4LEDG4- 4LFLED5G430K CATALOG NUMt ?ER: EXAMPLE LF4LED7G4120HDM- 4LFLED7G435KWHWT Order housing, reflector, and accessories separately 25 1345 .1► °llAiLi�t �yR ss sa° Ito 35 1 540 45 221 ❑ LF4LEDG4 ❑ Blank ❑ EMRz ❑ 4LFLED5G4 ❑ 30K ❑ Blank ❑ Blank ❑ WT ❑ B24 a 4" High Efficacy 120V- Emergency Battery 11001umen 13 35K o moduk Semi - Diffuse Clear WhlteTrim Set of two 24" bar hangers for T- -bar LED Housing 277\/ Pack with remote ❑ 40K L3 CG L1 TRG ceilings 6 with 0 -1 OV ❑ 3472 test stitch and ❑ 4LFLEDi o Champagne Trim ring gasket ❑ B6 a Dimming to 10% indicator light 1500 lumen Gold ❑ AM4,1' Set of two (2) bar °z Module ❑ BL Antimicrobal hangers for ceiling joist ❑ 4LFLED704 Black coating an clear up to 24" centers 2000 Lumen Module L1 WE Wheat Alzak reflector ©LitteGoar Seeppage 3for only availability r° ❑ LW 78 73 69 - - Light Wheat ; >• >;: b ❑ LF4LED5G4 L1 120 L1 HDM3 ❑ PW Requires WT option also a ❑ LF4LED664 ❑ 277 Lull 3 -wire /ECO System to 1.10 ❑ Her 7 2 3 4�V notavoilable, with EMR o ❑ LF4LED704 ❑ 2DM' Lutron 2 -wire Leading Edge to 1% (1 20V only) While Paint Far HDM, r7M1 -& 2r7Ma options, housing P 5 2 11 EMR 2 fL Emergency httery Pack with remote test switch and imdicotor light output mot mall trim output CleorAl `clkstanciard. Consult factoryfor other reflector colors d ❑ DM 13 O -10V dimming to 1% (grescolite 75 66 69 55 5 Not cnailabL with Irl In acontinu ing effort to offer the6est product pmtiHe we reserve the right to change, without notice, specificati ons or materials that i n our opinion will not alter the function of the product. A Division of Hubbell Lighting, Inc Web: www.prescalit+e.com • Tech Support: (888) 7774832 LFR- LED -029 PHOTOMETRIC DATA LF4LEDG4 4LFLED7G4 30K LED Light Engine: 3000K, 80 CRI ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA/ System Wattage: 26.6W ZONE LUMENS '/aUMINAIRE SO. METER Fixture Delivered Lumens: 1895 030 1 149 60.6 Angle in Vertical Average Fixture Efficacy: 71.4 45° 38537 0-44 1690) 84.2 Spacing Criteria: 1.1 0.60 1842> 99.8 55° 3225 0 -90 1895 100.0 65° 875 °0 CANDELA DISTRIBUTION 90-180 0 0.0 75' 0 DEG CANDELA LUMENS 0 -180 18955 100.0 85° 0 75° 0 1281 inn r 1348 131 C OEFFlCIENTSOF UTILIZATION Zonal Cavity Method 15 1440 407 25 1345 611 35 884 540 45 221 185 55 15 17 65 3 3 75 0 0 85 0 0 Test No. 8495 2673996 -13 90 0 Tested at 25 °C Ambient in accordance to IESNA LM -79 -2008 LIMEDG44LFLED7G430K . %EtteIXh,e Ceiling Cavey Reflectance 8p� 8'0% 70% 50% 30% 10 °0 .Q 20 %Etlxt N. Floor Cavil FefeOtame 2 EEA % Well Ref cotence Input Current 70 50 30 10 70 50 30 10 50 30 10 50 30 10 50 30 10 I 115 tie 108 105 111 t08 106 104 164 102 100 100 99 97 97 96 95 .2 707 102 98 94 106 100 96 93 97 94 91 94 91 69 91 89 87 :3 let 94 89 65 99 93 W 84 9e 86 83 86 64 81 85 83 80 4 95 87 81 77 94 86 81 76 84 79 76 82 78 75 80 77 74 i6 90 Si 75 70 88 80 74 70 78 73 69 T1 72 69 75 71 68 18 85 75 69 64 83 76 69 64 73 % 64 72 67 63 70 66 63 17 80 70 64 59 79 70 63 59 68 63 69 67 62 68 66 61 fib 18 76 66 59 55 75 66 69 55 64 68 54 63 68 54 62 57 6d '9 72 61 55 51 T1 81 55 Si 60 64 60 59 54 60 58 63 50 110 68 57 51 4F 67 67 51 4T 66 51 47 55 50 47 55 60 47 (Prescolite Web: wwwprescoli1.com • Tech Support: (888) 777.4832 701 Millennium Boulevard I Greenville, SC 29607 U.S.A. • Phone jl864) 678 -1000 Copyright ©2015 Prescolite, Inc, a division of Hubbell Lighting, Inc. All Rightskeserved Specificceions subject to change without novice - Pnntedmu SA •LFR {ED - 029. 6/19/1:5 Test No, 8495 2673996 -13 HUBBELL Lighting, Inc. PHOTOMETRIC DATA DRIVER DATA LF4LED5G4 30K LF4LED6G4 30K LF4LED7G4 30K Input Voltage 120 -277V 120 -277V 120 -277V Input Frequency 50/60 Hz 50/60 Hz 50/60 Hz Input Current 0.12A (120v) 0.16 (121 022A (120v) Fixture Efficacy: 78.9 0.05A (277v) 0.07 (277v) 0.10A (277v) Input Power 14.3W 18.9W 26.6W Constant Current Output 200- 1000mA 200- 1000mA 200- 1000mA Power Factor 20.90 20.90 20.90 THD <20% <20% <20% EMI Filtering FCC 47CFR FCC 47CFR FCC 47CFR 88 80 74 70 Part 15, Class A Part 15, Class A Part 15, Class A Operating Temperature -20'C to 35'C -20'C to 55'C -201C to 3YC Dimming 0 -10V 0 -10V 0 -10V ever - voltage, overcurrent, short-circuit protected Power consumption and photometric output may vary with HDM or 2DM driver option When operating in EM made, the fixture will deliver approximately 30% of the published full lumen ouiput LF4LED04 4LFLED5G4 30K 060 1128 LED Light Engine: 3000K, 80 CRI ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA/ System Wattage: IA. 3W ZONE LUMENS %LUMINAIRE SO. METER Fixture Delivered lumens: 1 131 0 -30 683 60.3 Angle in Vertical Average Fixture Efficacy: 78.9 0.0 75° 476 Spacing Criteria: 1.1 0.40 1010 89.3 45' 22669 100.0 85` 0 55' 1720 15 060 1128 99.7 805 366 0 -90 1131 100.0 65' 584 CANDELA DISTRIBUTION 90 -180 0 0.0 75° 476 DEG CANDELA LUMENS 0 -180 1131 100.0 85` 0 0 754 85 0 0 99 93 88 84 5 785 76 88 84 81 86 83 80 COEFFICIENTS OF UTILIZATION Zonal Cavity Method 15 848 240 25 805 366 35 536 328 45 130 108 55 8 10 65 2 2 75 1 1 85 0 0 Test No. 8496 2673996 -12 90 0 Tested at 25 °C Ambient in accordance to IESNA LM -79 -2008 LF4LEOG44LFLE06G4 30K T st No. 64962673996 -12 LF4LEDG4 4LFLED6G4 30K LED Light Engine: 3000K, 80 CRI ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA/ System Wattage: 18.9W ZONE LUMENS %LUMINAIRE SM METER Fixture Delivered Lumens: 1214 030 753 62.1 Angle in Vertical Average Fixture Efficacy: 64.2 0-40 1098 90.4 45° 22617 Spacing Criteria: 1.1 0 -60 1211 99,8 55° 1712 0 -90 121.4 100.0 65° 664 90° CANDELA DISTRIBUTION 90 -180 0 0.0 75° 0 DEG CANDELA LUMENS 0 -180 121.4 100.0 85° 0 75° 0 830 °rn \ 5 897 86 rCOEFFICIENTSOFUTILIZATION Zonal Cavity Method 15 % Effective Ceiling Cavity Reflectance .s s4 m % 70% 50% 30% 10% EB 20% Effective Floor Cavity Reflectance 35 % Woll Reflectance 344 70 60 30 10 70 50 30 10 60 30 10 60 30 10 50 30 10 1 115 110 108 105 111 1. 106 104 104 102 100 100 99 97 97 96 95 2 107 102 98 94 105 100 95 95 97 04 91 94 9i 89 91 89 87 3 101 94 89 85 99 93 88 84 90 86 83 88 84 81 86 83 80 4 95 87 81 77 94 e6 81 78 84 79 75 82 78 75 80 77 74 • 90 81 75 70 88 80 74 70 78 73 69 76 72 fib 75 It 68 • 85 75 69 64 83 74 68 64 73 68 64 71 67 6$ 70 66 b5 7 80 TO 64 59 79 69 63 59 6a 63 69 67 62 53 66 61 58 8 76 66 59 55 74 66 $9 54 64 68 64 63 68 54 62 57 54 9 72 61 55 50 70 61 55 50 60 64 60 59 64 50 58 53 50 10 68 57 51 47 67 67 Si 47 56 50 47 55 50 47 64 50 46 Tested at 25 °C Ambient in accordance to IESNA LM -79 -2008 LF4LEOG44LFLE06G4 30K T st No. 64962673996 -12 LF4LEDG4 4LFLED6G4 30K LED Light Engine: 3000K, 80 CRI ZONAL LUMEN SUMMARY LUMINANCE DATA IN CANDELA/ System Wattage: 18.9W ZONE LUMENS %LUMINAIRE SM METER Fixture Delivered Lumens: 1214 030 753 62.1 Angle in Vertical Average Fixture Efficacy: 64.2 0-40 1098 90.4 45° 22617 Spacing Criteria: 1.1 0 -60 1211 99,8 55° 1712 0 -90 121.4 100.0 65° 664 90° CANDELA DISTRIBUTION 90 -180 0 0.0 75° 0 DEG CANDELA LUMENS 0 -180 121.4 100.0 85° 0 75° 0 830 °rn \ 5 897 86 rCOEFFICIENTSOFUTILIZATION Zonal Cavity Method 15 948 268 25 877 399 35 563 344 45 114 10S 55 7 8 65 2 2 75 0 0 85 0 0 ,k %Effect - Ceiling Cavity Reflects" 0 80% 70% 50% 33% 10% w � 20% Effective Floor Cavity 130L ance $E % Watl Refe -rce HDM 70 50 30 10 70 5D 30 10 50 30 10 '50 30 10 60 30 10 1 113 110 108 105 111 106 1116 104 104 1112 tot too 99 98 9T 96 95 2 107 102 98 94 105 100 97 95 97 94 91 94 92 89 91 89 87 3 101 95 89 86 99 93 88 64 91 86 83 88 85 82 86 83 81 4 W 88 82 77 94 87 81 77 84 60 78 82 78 75 80 17 74 5 90 82 75 7, 89 81 75 70 79 74 70 T7 73 69 75 72 69 6 85 76 70 65 84 76 59 65 74 W 64 72 67 64 71 67 6'f 7 81 71 64 61 79 70 64 60 69 63 59 W 63 59 66 62 59 6 ]6 66 b0 55 75 66 59 55 64 69 55 63 58 55 62 58 54 9 72 62 56 51 71 bi 65 51 60 55 51 59 54 51 59 54 51 10 68 52 48 6Y 53 52 48 57 51 48 56 51 47 55 51 47 0° 15° 30, 90 0 Test No. 8685 LF4LEDG44LFLED6G430K Tested at 25 °C Ambient in accordance to IESNA LM -79 -2008 orescolite Web: wwwprescolite.com •Tech Support: (888) 777 -4832 701 Millennium Boulevard • Greenville, SC 29607 U.S.A • Phone 1864) 678 -1000 Copynglu 02015 Prescolde, Inc., a dmsron of Hubbell Lighting, Inc NI Fight; Reser�d Spec ihemlons subject to change without notice -Pit nted in U 5 A • Li LMN9. 6119/05 PHOTOMETRIC DATA li NO 66135 mot, ® ®�,y HUBBELL Lighting, Inc. hAe -gral 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 too) to approximate light levels in back -up battery operation. This should not be deemed a guarantee of performance. The LiteFrame LED is CSA fisted as an emergency fixture for applications not to exceed 16R. 4 mix IlEllllllhtr, =1I1_- o: 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 titeGear invert- ers. (Note: Not for use with integral EM option). For more information on LiteGear go to www.duoI -lite, com / resources /litegear- luminoire- loading - chart/ Dimming Compatibility Table erescolite Web: wwwprescoli1,orn • Tech Support: (888) 777 -4832 701 Millennium Boulevard * Greenville, SC 29607 U,S.A. • Phone 1864) 678 -1000 Copyright 02015 Prescolite, Inc, a division of Hubbell Lighting, Inc. All Rights Reserved Specnccaions subject to change without notice • Pnnted in U.S A - LFR {ED -029 • 6/19/15 HUBBELL Lighting, Inc. TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 -531 -3600 mkeller @terracoanceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan@alanfranklinpe.com DM /DM1 Lutron DVTV htt J1bit,l - /11'SvZ DM /DM1 Leviton AWRMG -7xx, AWSMG -7xx, AWSMT -7xx http:/ /bit.lyll BJn2R9 2. 07 -27 -15 HDM Lutron i�tt _/ /bit.) /lv_t'HAI 2DM Lutron htt : bit.l 1 nF4Z 1 erescolite Web: wwwprescoli1,orn • Tech Support: (888) 777 -4832 701 Millennium Boulevard * Greenville, SC 29607 U,S.A. • Phone 1864) 678 -1000 Copyright 02015 Prescolite, Inc, a division of Hubbell Lighting, Inc. All Rights Reserved Specnccaions subject to change without notice • Pnnted in U.S A - LFR {ED -029 • 6/19/15 HUBBELL Lighting, Inc. TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434 -531 -3600 mkeller @terracoanceptspc.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434 - 531 -5544 alan@alanfranklinpe.com I G'r V ranklin Uc. No. 35326 W L ISSUED: 12 -01 -14 SCALE: 1" = 10' REVISIONS: W INITIAL PLAN COMMENTS 2. 07 -27 -15 - FINAL SITE PLAN V -ARB COMMENTS 4. 09 -29 -15 FINAL PLAN COMMENTS 5.10-22-15 - CO/VDOT COMMENTS Z LO O N 1 0- LJ W Z W Z � O 0 LLJ W J z `^H J Q Z < Z < LLJ M G 0 LL I G'r V ranklin Uc. No. 35326 W L ISSUED: 12 -01 -14 SCALE: 1" = 10' REVISIONS: 1. 02 -17 -14 - INITIAL PLAN COMMENTS 2. 07 -27 -15 - FINAL SITE PLAN 3.09-28-15 -ARB COMMENTS 4. 09 -29 -15 FINAL PLAN COMMENTS 5.10-22-15 - CO/VDOT COMMENTS -� -Ib