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SDP201700067 Plan - Submittal (First) Major Amendment, Final Site Plan 2017-11-22
VICINITY MAP: SCALE: 1" = 1000' 631 ;mom �d;;�` a` f 3 t, c; ITE ` f --7 SHEET 4 LANDSCAPE PLAN & DETAILS SHEET 5 SITE DETAILS & PROFILES SHEET 6 rl 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. �j 7a2i "NOT INCLUDED IN CONTRACT" IN THE OWNER/ CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/ OR INSTALLING ALL SITE PROFFERS: T.M.P. 77-8 V1 RG t ASPHALT CES, INC. SDP2015-40 NOVEMBER 22, 2017 SHEET 2 PRE -DEVELOPMENT CONDITIONS SHEET 3 SITE PLAN & SITE DETAILS SHEET 4 LANDSCAPE PLAN & DETAILS SHEET 5 SITE DETAILS & PROFILES SHEET 6 DETAILS & SITE SECTIONS U0 m PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FACIAL VDOT VIRGINIA DEPARTMENT OF HEALTH GENERAL NOTES: EPETE Q SCOTTSVILLE COMPREHENSIVE PLAN: PROJECT DATA: PERFORMANCE STANDARDS: PROPOSED USE: CONTRACTOR'S OFFICE/EQUIPMENT STORAGE YARD PERMITTED DENSITY: N/A 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. 493 BURCHES CREEK ROAD "NOT INCLUDED IN CONTRACT" IN THE OWNER/ CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND/ OR INSTALLING ALL SITE PROFFERS: NONE WAIVER/SPECIAL EXCEPTION _ CROZET, 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. 2. CONNECTION TO PUBLIC WATER BUT NOT TO PUBLIC SEWER REQUEST APPROVED 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. 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 CONDITION THAT A STAGGERED ROW OF EVERGREENS, EIGHT (8) TO TEN FEET MINIMUM AT PLANTING, BE PROVIDED ALONG THE WEST SIDE OF THE 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 BEA MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. PERVIOUS AREA: 57,635 1.32 79% 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) SPECIAL USE PERMIT FOR OUTDOOR STORAGE IWITHIN AN ENTRANCE CORRIDOR E LANS THE CONTRACTOR -,HAI I NOTIFY THE VIATION OM THESP UIRE A EFR MAY ARISURING CONSTRUCTION THAT RE D X C D SITE CONDITIONS ME D 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 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. 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 ARE QUESTIONS REGARDING THE LAYOUT OF THE WORK. BECAUSE ARCHITECTURAL DESIGN MANY TIMES CONTINUES AFTER SITE PLAN APPROVAL, STRUCTURAL INFORMATION REFLECTED ON THESE DRAWINGS MAY NOT REPRESENT FINAL ARCHITECTURAL DIMENSIONS. PRIOR TO STAKEOUT OF ANY STRUCTURES, SURVEYOR 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 CONTRACTOR SHALL ALSO VERIFY, BY STAKEOUT, THE RELATIONSHIP OF ALL MAJOR SITE IMPROVEMENTS TO EXISTING SITE CONDITIONS AND FEATURES AND NOTIFY ENGINEER OF ANY DISCREPANCIES, ERRORS AND OMISSIONS BEFORE PROCEEDING WITH THE WORK. 8. THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR SITE CONDITIONS, THE SAFETY OF HIS/ HER WORKERS AND THOSE ASSISTING HIM / HER WITH 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 WITHIN THE BUILDINGS OR WORKING ON THE BUILDINGS, NOR IS HE/ SHE RESPONSIBLE FOR SECURING THE PROPERTY OF THE BUILDING CONTRACTOR OR THEIR ASSOCIATED TRADES. HOWEVER, CONTRACTOR IS REQUIRED TO MAINTAIN A CLEAN, ORGANIZED AND SAFE SITE, AND IS THE FINAL AUTHORITY AS TO THE LOCATION, 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 ON-SITE DURING CONSTRUCTION UNLESS IT IS DUE TO TO THE SOLE NEGLIGENCE OF THE OWNER OR ENGINEER. 9. THE CONTRACTOR SHALL DETERMINE THE LIMITS OF CONSTRUCTION AND DEMARCATE THEM CLEARLY PRIOR TO COMMENCING GRADING OF THE SITE. ALSO, THE CONTRACTOR SHALL INSTALL ALL SEDIMENT AND EROSION CONTROL MEASURES THAT CAN LOGISTICALLY BE PLACED BEFORE GRADING COMMENCES. 10. DURING THE INSTALLATION OF UTILITIES TO SUPPORT THE PROJECT, THE CONTRACTOR SHALL MAINTAIN SERVICE TO NEIGHBORING PROPERTIES. DAMAGE TO LINES OR INTERRUPTIONS OF SERVICE SHALL BE IMMEDIATELY REPORTED TO THE SERVICE PROVIDER AND ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR ALL COSTS ASSOCIATED WITH REPAIR AND RESTORATION OF SERVICE. 11. ALL EXISTING IMPROVEMENTS ADJACENT TO THE PROPERTY, SUCH AS ROADWAYS, SHALL BE PROTECTED FROM DAMAGE DUE TO THE EXECUTION OF THE WORK. ALL REPAIR MADE NECESSARY BY THE CONTRACTOR OR THOSE ASSISTING HIM/HER IN THE EXECUTION OF THE WORK SHALL BE BORNE BY THE CONTRACTOR. 12. USE OF EXPLOSIVES IS EXPRESSLY PROHIBITED UNLESS STATED OTHERWISE. IF PERMITTED, THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND NOTIFY ENGINEER PRIOR TO STORING OR USING EXPLOSIVES ON-SITE. ALL OTHERS SHARING THE SITE FOR CONSTRUCTION PURPOSES SHALL ALSO BE NOTIFIED. USE OF EXPLOSIVES SHALL BE CAREFULLY COORDINATED WITH ALL OTHERS SHARING THE SITE AS WELL AS VDOT AND ADJACENT OWNERS. 13. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN, AS DRAWN, MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR, THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 14. CONTRACTOR SHALL COORDINATE TRAFFIC CONTROL MEASURES WITH VDOT INSPECTORS PRIOR TO OR AS PART OF THE REQUIRED PRE -CONSTRUCTION CONFERENCE. 15. ALL UNSUITABLE SOIL MATERIAL SHALL BE STOCKPILED AND ITS DISPOSITION DETERMINED BY THE OWNER WHILE THE EARTHWORK ASPECT OF THE SITE WORK IS STILL UNDERWAY. 16. ALL SPRINGS SHALL BE CAPPED AND PIPED TO THE NEAREST DRAINAGEWAY OR DIRECTED TO A STORM SEWERAGE STRUCTURE. 17. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND INASMUCH AS IS POSSIBLE SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. THE CONTRACTOR SHALL NOT BE RELEASED FROM RESPONSIBILITY FOR STABILIZATION OF THE PROPERTY UNTIL THE LOCAL AUTHORITY OR AGENT ISSUES FINAL APPROVAL AND AUTHORIZES DECOMMISIONING OF EROSION CONTROL MEASURES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR POSTING THE EROSION CONTROL BOND. 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 STABILIZATION MAT. 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 STABILIZE A DRAINAGE CHANNEL. 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. 21. FOR SPECIFICS REGARDING ASPHALT AND CONCRETE PAVING REFER TO DETAILS. 22. FOR SPECIFICS REGARDING SPECIALTY PAVING (IF ANY) REFER TO DETAILS. 23. ALL CURBING SHALL BE VDOT STANDARD CG -2, UNLESS OTHERWISE NOTED. ALL PARKING SPACES MARKED "HU' 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 18' AND ADJACENT TO 5'X 18' PAINT -OUT AISLE. 24. SAFETY RAILING TO BE PROVIDED FOR ALL WALLS HIGHER THAN 4'. 25. LOADING AND DUMPSTER AREAS SHALL BE ACCESSIBLE AT ALL TIMES AND ARE NOT TO BE LOCATED BEHIND ANY PARKING SPACES. 26. PERPENDICULAR PARKING TO BE 9'x 18' UNLESS OTHERWISE SPECIFIED. PARKING STALLS MAY BE REDUCED TO 16' WHERE AN OVERHANG IS POSSIBLE. 27. PARALLEL PARKING SPACES TO BE 9'x 20' WITH A 20' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED. 28. LOADING SPACES TO BE 12'x 25' WITH A 24' MINIMUM AISLE WIDTH UNLESS OTHERWISE SPECIFIED.. 29. UNLESS OTHERWISE SPECIFIED, ALL TWO-WAY TRAVELWAYS SHALL BE 24' WIDE. ONE-WAY TRAVELWAYS SHALL BE 12' WIDE. 30. PARKING AREAS ARE NOT TO EXCEED 5% GRADE IN ANY DIRECTION. HANDICAPPED PARKING AREAS ARE NOT TO EXCEED 2% IN ANY DIRECTION. 31. DUMPSTER PADS TO BE MINIMUM 10'x 10'. AN ADDITIONAL 8' IS REQUIRED IN FRONT FOR WHEEL BEARING, 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 (UD -4, ETC.) PER VDOT STANDARDS. 33. UNLESS OTHERWISE SPECIFIED, ALL STORM SEWERAGE SHALL BE INSTALLED IN ACCORDANCE WITH VDOT STANDARDS AND SPECIFICATIONS. ALL REINFORCED 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 BE SCHEDULE 40. 34. UNLESS OTHERWISE SPECIFIED, ALL WATERLINE IS TO BE CLASS 52 D.I.P . ALL WATER SERVICE LATERAL TO BE TYPE K' COPPER TUBING. 35. ALL SANITARY SEWER LATERALS TO BE SDR -35 PVC AS A MINIMUM. NOTIFYING THE PROPER SERVICE AUTHORITY OFFICIALS AT THE START OF THE WORK. 2. THE LOCATION OF EXISTING UTILITIES ACROSS THE LINE OF THE PROPOSED WORK ARE NOT NECESSARILY SHOWN ON THE PLANS AND WHERE SHOWN, ARE ONLY APPROXIMATELY CORRECT. THE CONTRACTOR SHALL, ON HIS OWN INITIATIVE, LOCATE ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. 3. ALL MATERIALS AND CONSTRUCTION SHALL COMPLY WITH THE CURRENT EDITION OF THE GENERAL WATER AND SEWER CONSTRUCTION SPECIFICATIONS AS ADOPTED BY THE ALBEMARLE COUNTY SERVICE AUTHORITY. 4. DATUM FOR ALL ELEVATIONS SHOWN IN NATIONAL GEODETIC SURVEY. SEE PROJECT DATA FOR MORE DETAILED DESCRIPTION. 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING "MISS UTILITY" (1-800-552-7001). 6. ALL WATER AND SEWER PIPES SHALL HAVE A MINIMUM OF 3 FEET OF COVER MEASURED FROM THE TOP OF THE PIPE, OVER THE CENTERLINE OF THE PIPE. THIS INCLUDES ALL FIRE HYDRANT LINES, SERVICE LATERALS AND WATER LINES, ETC. 7. ALL WATER APPURTENANCES ARE TO BE LOCATED OUTSIDE OF ROADSIDE DITCHES. 8. VALVES ON DEADEND LINES SHALL BE RODDED TO PROVIDE ADEQUATE RESTRAINT FOR THE VALVE DURING A FUTURE EXTENSION OF THE LINE. 9. TREES ARE NOT PERMITTED IN THE ACSA EASEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH THE NO -LEAD REGULATIION REGARDING BRASS FITTINGS EFFECTIVE JANUARY 4, 2014 (SENATE BILL 3874 WHICH AMENDS THE SAFE DRINKING WATER ACT). 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 REPRESENTATIVE TO SERVE AS THE BASIS FOR THE FINAL AS -BUILT PLANS. THE DATA RECORDED SHALL BE IN ACCORDANCE WITH THE CITY/COUNTY REQUIREMENTS AS SPECIFIED LATEST EDITION CHECKLIST. ALBEMARLE COUNTY ENGINEERING GENERAL CONSTRUCTION NOTES: 1. PRIOR TO ANY CONSTRUCTION WITHIN ANY EXISTING PUBLIC RIGHT-OF-WAY, INCLUDING CONNECTION TO ANY EXISTING ROAD, A PERMIT SHALL BE OBTAINED FROM THE VIRGINIA DEPARTMENT OF TRANSPORTATION (VDOT). THIS PLAN AS DRAWN MAY NOT ACCURATELY REFLECT THE REQUIREMENTS OF THE PERMIT. WHERE ANY DISCREPANCIES OCCUR THE REQUIREMENTS OF THE PERMIT SHALL GOVERN. 2. ALL MATERIALS AND CONSTRUCTION METHODS SHALL CONFORM TO CURRENT SPECIFICATIONS AND STANDARDS OF VDOT UNLESS OTHERWISE NOTED. 3. EROSION AND SILTATION CONTROL MEASURES SHALL BE PROVIDED IN ACCORDANCE WITH THE APPROVED EROSION CONTROL PLAN AND SHALL BE INSTALLED PRIOR TO ANY CLEARING, GRADING OR OTHER CONSTRUCTION. 4. ALL SLOPES AND DISTURBED AREAS ARE TO BE FERTILIZED, SEEDED AND MULCHED. 5. THE MAXIMUM ALLOWABLE SLOPE IS 2:1 (HORIZONTAL:VERTICAL). WHERE REASONABLY OBTAINABLE, LESSER SLOPES OF 3:1 OR BETTER ARE TO BE ACHIEVED. 6. PAVED, RIP -RAP OR STABILIZATION MAT LINED DITCH MAY BE REQUIRED WHEN IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). STANDARDS AND SPECIFICATIONS: 1. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE SPECIFICATIONS, DATED 2002. 2. VIRGINIA DEPARTMENT OF TRANSPORTATION (V.D.O.T.) ROAD AND BRIDGE STANDARDS, DATED 2001. 3. VIRGINIA DEPARTMENT OF CONSERVATION AND RECREATION, DIVISION OF SOIL AND WATER CONSERVATION, VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK, THIRD EDITION, 1992. 4. INSTITUTE OF TRANSPORTATION ENGINEERS (ITE MANUAL), TRIP GENERATION, 7TH EDITION. 5. VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 6. ALBEMARLE COUNTY SERVICE AUTHORITY CONSTRUCTION SPECIFICATIONS REGULATING THE CONSTRUCTION AND EXPANSION OF THE WATER AND SEWER SYSTEMS WITHIN THE COUNTY OF ALBEMARLE, VIRGINIA, LATEST EDITION. 7. INTERNATIONAL CODE COUNCIL AMERICAN NATIONAL STANDARD- ACCESSIBLE & USABLE BUILDINGS AND FACILITIES, DATED 2003. TRIP GENERATION ESTIMATES: MAGISTERIAL: SCOTTSVILLE COMPREHENSIVE PLAN: NEIGHBORHOOD 4 - INDUSTRIAL SERVICE LAND USE EXISTING USE: VACANT PROPOSED USE: CONTRACTOR'S OFFICE/EQUIPMENT STORAGE YARD PERMITTED DENSITY: N/A DRINKING WATER WATERSHED: NO (PEREIMIPLON1324 NO PROFFERS: NONE WAIVER/SPECIAL EXCEPTION _ 1. SPECIAL USE PERMIT FOR OUTDOOR STORAGE WITHIN AN ENTRANCE CORRIDOR, REQUESTS: SP2014-19, APPROVED WITH CONDITIONS BY BOS ON JULY 8, 2015. 2. CONNECTION TO PUBLIC WATER BUT NOT TO PUBLIC SEWER REQUEST APPROVED MAGISTERIAL: SCOTTSVILLE COMPREHENSIVE PLAN: NEIGHBORHOOD 4 - INDUSTRIAL SERVICE LAND USE EXISTING USE: VACANT PROPOSED USE: CONTRACTOR'S OFFICE/EQUIPMENT STORAGE YARD PERMITTED DENSITY: N/A DRINKING WATER WATERSHED: NO DAM INUNDATION ZONE: NO PROFFERS: NONE WAIVER/SPECIAL EXCEPTION _ 1. SPECIAL USE PERMIT FOR OUTDOOR STORAGE WITHIN AN ENTRANCE CORRIDOR, REQUESTS: SP2014-19, APPROVED WITH CONDITIONS BY BOS ON JULY 8, 2015. 2. CONNECTION TO PUBLIC WATER BUT NOT TO PUBLIC SEWER REQUEST APPROVED ti ON FEBRUARY 4, 2015. 3. MODIFICATION OF REQUIREMENT OF SECTION 5.1.52 TO PROVIDE FENCE AS PART OF THE REQUIRED SCREENING APPROVED BY BOS ON JULY 8, 2015 WUTH THE CONDITION THAT A STAGGERED ROW OF EVERGREENS, EIGHT (8) TO TEN FEET MINIMUM AT PLANTING, BE PROVIDED ALONG THE WEST SIDE OF THE EQUIPMENT SALES/STORAGE/DISPLAY AREA. LAND -USE BREAKDOWN: IMPERVIOUS AREA: SF AC % BUILDINGS: 2,286 0.05 3% PAVED/GRAVEL AREA: 13,303 0.31 18% PERVIOUS AREA: 57,635 1.32 79% TOTAL SITE ACREAGE:** 73,224 1.68 100% SETBACKS: 10' PARKING SETBACK (PUBLIC ROW) 50' BUILDING SETBACK (PUBLIC ROW) MAX. HEIGHT OF STRUCTURES: 35' MAX. NUMBER OF EMPLOYEES ASSIGNED ON-SITE: 13 PARKING REQUIREMENTS: 1- SPACE PER EMPLOYEE ASSIGNED TO WORK ON SITE PLUS 1- SPACE PER FACILITY VEHICLE PARKING PROVIDED: 12 EMPLOYEES ASSIGNED TO WORK ON SITE = 12 SPACES PROVIDED RECREATIONAL AREA: N/A PUBLIC DEDICATION: NONE LANDSCAPE PLAN: REQUIRED BY SECTION 32.7.9 OF THE COUNTY CODE SEE LANDSCAPE PLAN TRASH: TRASH CONTAINERS TO BE STORED INSIDE OF BUILDING SURVEY SOURCES: BOUNDARY & TOPOGRAHPHIC SURVEY: LINCOLN SURVEYING, INC., JUNE 13, 2014 DATUM: NAVD '88 BENCHMARK: GPS BENCHMARKS ADJACENT TO AVON STREET EXTENDED GPS -1: ELEV. 430.17 (N 3892407.39400, E 11486432.69000) GPS -2: ELEV. 5438.50 (N 3892142.96800, E 11486255.68000) SP2014-19 APPROVAL CONDITIONS (07/08/15): 1. THE DEVELOPMENT OF THE SITE SHALL BE IN GENERAL ACCORD WITH THE PLAN ENTITLED "VIRGINIA ASPHALT SERVICES LANDSCAPE/SCREENING PLAN" 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 WITH THE CONCEPT PLAN, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING MAJOR ELEMENTS WITHIN THE DEVELOPMENT ESSENTIAL TO THE USE, AS SHOWN ON THE CONCEPT PLAN: a. BUILDING LOCATION. b. SALES, STORAGE AND DISPLAY AREA SIZE AND LOCATION. 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. 2. EQUIPMENT SHALL BE SOLD, STORED, OR DISPLAYED ONLY IN AREAS INDICATED FOR SALES, STORAGE, OR DISPLAY ON THE CONCEPT PLAN. 3. THE SITE SHALL BE LANDSCAPED IN GENERAL ACCORD WITH THE CONCEPT PLAN, EXCEPT THAT: a. EVERGREEN SCREENING TREE HEIGHT SHALL BE EIGHT (8) TO TEN (10) FEET MINIMUM AT PLANTING. 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. 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 PARCEL. 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 MITIGATE THE VISUAL IMPACTS OF THE PROPOSED USE ON THE ENTRANCE CORRIDOR. 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 mkcHer@terr-Acoiiceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com �,P_TH OF, Alan �: sFranklin Lic, No. 35326 0 SSS \Z �0NAL ISSUED: 11-22-17 SCALE: REVISIONS: SHEET IS i 4 • ti �,P_TH OF, Alan �: sFranklin Lic, No. 35326 0 SSS \Z �0NAL ISSUED: 11-22-17 SCALE: REVISIONS: SHEET 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 � 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.) PP -a POWER POLE LP* LIGHT POLE GUY e GUY WIRE EM n ELECTRIC METER TRANSFORMER OHT OVERHEAD COMMUNICATIONS (EX. / PROP,) UGT UNDERGROUND COMMUNICATIONS (EX. / PROP.) PED 0 UTILITY PEDESTAL SWM / DWM ofn 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.) <--3:1-- <-2.50% DEGREE/ DIRECTION OF SLOPE 479.70+ SPOT ELEVATION HP HIGH POINT LP LOW POINT - - - - - ° ° - DITCH / 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 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 BEN EFIT 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 ''J-tD2 Source: Public Facilities 1-1 �A' "-I "' 100 -YR FLOOD LIMITS, TYP. DRIP LINE MA F'EA,'%i m A 'I FEMA ,' � PROTECTIV b"A FEW TMP 76M2 -1-D MAXIMUM ° WILLOUGHBY PROPERTY OWNERS ASSOCIATION, INC. CLEARING NINZONING: PUD PROPOSE[ v D.B. 3814 P. 193 jj D.B. 1160 P. 408-409 PLAT y N _ WHERE DRIPLINE A - IS LESS THAN 5' CONSTRUCTION OPERATIONS RELATIVE OPEN SPACE WILLOUGHBY SECTION 5 PHASE III rA TO THE LOCATION OF PROTECTED TREES �►Zi� N` Qy: DETAIL .T. . N s l ~ _ tINSTALL TEMPORARY + TO BE REMOVED WELL, TBR TREE PROTECTION 42283 ~` -' WOODS + 42393~ FENCING TO POWER POLE 428.50) 3.43 DELI Tp TO BER€LOATED_� - __. _.. - DELINEATE AREAS TO --- ___ i 424.49 4.480,,�;f' 424os BE PRESERVED 42241 r. I,TMP - CONCRETE +._... +} PAD 42 ETH M. .- '-- GAR AND ELIZABETH t_ TBR 5�4 ; � _ - .., GRAVEL + po � 421.04 Y D EDGECOMB SDMH — 42x15 -- DRIVE, + 4233s K + jGUY TBR° .' 424,,1D t 4225 �p ° ZONING: HC TOI'432.37 �+ BUSH __.. TBR mll° 426.59 i --'`��INV. IN 429.07 �'° + + T.B.R. UP -425.I D.B. 1560 P. 585 PLAT 4 IN .OUT 427.79. 430,01 _, ,1 01 D.B. 1376 P. 282 PLAT 4 = :E/ f ',c r 4279811',. << x ( r,: „ , 2734 rr; + 20 ,- 40) - SBR II D.B. 1147 P. 346 41.93 "J 427.54 / " 12" RB 20 - T1917;BUSH 3" RB ( 0j - 422. 0, D.B. 1147 P. 344 PLAT T.B.R. 10- R8 (2t0) - T� 42793E =; .,` 4 11. + PORTION OF EXISTING 430.22 �. 427.14 +. 42412 + UARDRAILT©BE 1 > - 432 44 + 428.56 4 s� - - _. - 42888 ' 22 REMOVED + 42213 II : o „ . . S E _ + 422.0 ; 519 - 42?6.40 +,� l:. � r , - - -- f 1 1738' 58 4 P' - 1V5. QF 4 °LN 2� i' MP , 0 �� 6.:..,_ ,..._.__ _ o - 80. _ 424 2 4 .. 4 0 423 _.. ... rr 830. W . -- -- _ _- + LY 43 � �-: � .: �._- . ;.. ,. �.. , .. _.._. HATCHED AREA 4 _. - r �q�y�y_..... _ _ _43... . _ _ _ _.. :. _ . , .::..,. _... REPRESENTS AREA OF _ EP 436.84 _ \ , .. AREA SHAD EA - - —+ o , .-.-____?.._. -- EP 43 ¢3 _ CRITICAL SLOPES 5.18. -X "-.. 431:47 r REPRESENTS AREA OF �" _EP 434,60 u: _ ..-.,, . i(MANAGED), R +. p; r __ .__.___._. EP 433, 75 P . _ { } p _._..._ . — - �( i(r: 431 1 TYP. CRITICALS OPES -.., _ ,F' 9. __ - 439.89 - - + - (MANAG ), TYP. �r I 43832 m EP 43228 1 "X 29,89 tip %� //1 i� i nTe-.. .-. — __._._...___ ...__..._..__ .__.__ �O Awn ii--- r3 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) 0 10' 20' 40' T E 'I LD%�A CONCEPTS, Poco 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeller@temconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434531-5544 alan@alanfranklinpe.com Alan G. Franklin Lic. No. 35326 tJ o ct, mss �. O N A L ISSUED.: 11-22-17 SCALE: — �.u _ 20' REVISIONS: SHEET WO 2^V�����S�����H�-T�U�F��� ASPHALT PAVING DETAIL ����|��0 ~�^-^^"'��'~ 5.THIS CURB MAY BEUSED WHEN DESIGN SPEED |G4OMPH ORLESS ONRURAL HIGHWAYS AND 45MPH 0RLESS |NDEVELOPED URBAN &SUBURBAN AREAS. |FTHESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. C� 611 CURB & GUTTER (VIDOT STD. CG -6). THE BOTTOM OFTHE CURB AND GUTTER ---� MAY BECONSTRUCTED PARALLEL TOTHE SLOPE OFSUBBASE COURSES PROVIDED A MINIMUM DEPTH OF7''|SMAINTAINED. ����|��� ^���^'�'` NODES: 1THIS ITEM M/r/oEPRECAST 0nCAST |NPLACE. z.CONCRETE TOsECLASS Ao/FCAST /NPLACE, 4OooPSI |FPRECAST. 3.CURB HAVING ARADIUS OF3UOFEET OR LESS NG FACE OFCURB) WILL esPAID FOR AGRADIAL CURB. 4.THE DEPTH OFCURB MAY oEREDUCED AGMUCH AG3^ (15 DEPTH) ORINCREASED ASMUCH AG3^(2rDEPTH) INORDER THAT THE BOTTOM OFCURB WILL COINCIDE WITH THE TOP OFACOURSE OFTHE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH |STOoE18^x8SHOWN. NO ADJUSTMENT |mTHE PRICE BID |ST08EMADE FOR ADECREASE 0RAN INCREASE |mDEPTH. s.THIS CURB |STOeEUSED WHEN DESIGN SPEED |s4UMPH OnLESS OmRURAL HIGHWAYS AND 45MPH OnLESS |wDEVELOPED URBAN AND SUBURBAN AREAS. |pTHESE DESIGN SPEEDS ARE EXCEEDED STANDARD oo-n|GREQUIRED. 611 CURB (VDOT STD. CG -2) ����|��� ���w..�^." OB NOTE 4. 4" 2"R 477 NOTES: - {N�[�LLpAV�'ENT MARK\Nf! 1 THIS ITEM MAY BEPRECAST ORCAST |NPLACE. tBASE CRE�[E TWVQVV�f�EFTTURN1��NE | @ATH�D�T) 0 10' 27 40' 2.CONCRETE TOBECLASS A3|FCAST |MPLACE, 80' 4O0OPSI |FPRECAST. -- AS -BUILT Lij ' 3.COMBINATION CURB & GUTTER HAVING ARADIUS LLI DF3O0FEET ORLESS (ALONG FACE 0FCURB) :5 LLJ SHALL BEPAID FOR AGRADIAL COMBINATION LLj ` CURB &GUTTER. 4.FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OFTHE CURB AND GUTTER SHALL BE CONSTRUCTEDPARALLEL TOTHE SL{}PE�F��)B8ASECOURSES �-TH|SAREA�/A/BECON��ETE \ ^mnTn-rucn[:orunco^`/r_:^x=mr AJTHE OPTION OFTHE CONTRACTOR \ 5.THIS CURB MAY BEUSED WHEN DESIGN SPEED |G4OMPH ORLESS ONRURAL HIGHWAYS AND 45MPH 0RLESS |NDEVELOPED URBAN &SUBURBAN AREAS. |FTHESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG -7 IS REQUIRED. C� 611 CURB & GUTTER (VIDOT STD. CG -6). THE BOTTOM OFTHE CURB AND GUTTER ---� MAY BECONSTRUCTED PARALLEL TOTHE SLOPE OFSUBBASE COURSES PROVIDED A MINIMUM DEPTH OF7''|SMAINTAINED. ����|��� ^���^'�'` NODES: 1THIS ITEM M/r/oEPRECAST 0nCAST |NPLACE. z.CONCRETE TOsECLASS Ao/FCAST /NPLACE, 4OooPSI |FPRECAST. 3.CURB HAVING ARADIUS OF3UOFEET OR LESS NG FACE OFCURB) WILL esPAID FOR AGRADIAL CURB. 4.THE DEPTH OFCURB MAY oEREDUCED AGMUCH AG3^ (15 DEPTH) ORINCREASED ASMUCH AG3^(2rDEPTH) INORDER THAT THE BOTTOM OFCURB WILL COINCIDE WITH THE TOP OFACOURSE OFTHE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH |STOoE18^x8SHOWN. NO ADJUSTMENT |mTHE PRICE BID |ST08EMADE FOR ADECREASE 0RAN INCREASE |mDEPTH. s.THIS CURB |STOeEUSED WHEN DESIGN SPEED |s4UMPH OnLESS OmRURAL HIGHWAYS AND 45MPH OnLESS |wDEVELOPED URBAN AND SUBURBAN AREAS. |pTHESE DESIGN SPEEDS ARE EXCEEDED STANDARD oo-n|GREQUIRED. 611 CURB (VDOT STD. CG -2) ����|��� ���w..�^." OB NOTE 4. 4" 2"R 477 SURFACEI {N�[�LLpAV�'ENT MARK\Nf! tBASE CRE�[E TWVQVV�f�EFTTURN1��NE | @ATH�D�T) 0 10' 27 40' B1L C"L fU�E--�� EXOVULE0�EL�OVVUi"J,G� - r'C 437-33 'I OF �Q800EE�;E�8P FR���THEPREV|OUs ENTRA��E m X 420 AS -BUILT 433.0 431.11 7'---- G_�__ �N�TALLNE�VVVH\TE TURNARAUVV�.TI." 5/8 DOM. WATER METER ��~�_-_G W.VV FQ���y�E�UC �420.83, � _- -- � 429.92 got � 8�GLEDAS;HEE) YELLCY\0LIP E,TY� S'/0GLE�0L|�YZ�LOVVUME,TYP TEIREURA 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 {N�[�LLpAV�'ENT MARK\Nf! CRE�[E TWVQVV�f�EFTTURN1��NE | @ATH�D�T) 0 10' 27 40' 80' -- AS -BUILT TEIREURA 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 H OF' /\|on G. Franklin � o� ,)obcNuJ�2G Qj Lij LLI :5 LLJ LLj ZD H OF' /\|on G. Franklin � o� ,)obcNuJ�2G Qj 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 FINISHED GRADE REFER TO TREE-- ROOTBALL PIT DETAILV COMPACT EXCAVATED SOIL TO — FORM ROOTBALL PIT ON DOWNHILL SIDE OF PLANTING AREA 22 1/2 -IJ LL 0 t__ Z 0 IL 0 2 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.S. TRENCH EDGE (TYP) 1" X 4" GALV. LANDSCAPE STAKE W1 2" X 4" X 30" ZINC COATED FENCE (2 1/2' ABOVE); TENSION FENCE BETWEEN POST PRIOR 1, ROW SPACING TO ATTACHING TO POST W/ MIN. 1 - (3) GALV. FLEXC1' RINGS PER POST. I - Ilwvm LOCATE AT TOP OF SLOPE. [-.[[ 0 I I , USE EXCAVATED SOIL TO , .1 I r I - .� -=III I 1111- , - .-- FORM ROOTBALL PIT ON 11 11=1111- = I ,;- , ,- DOWNHILL SIDE. -1 1111=111 i`.�', I.- I - ;= ,� �� 1. -, I - :q, - rk, =1111= ,;��, � I I � — SHRUB PLANTING ON SLOPE III= 11 ,.: I , I I ,, (SET PLANTS PLUMB ) 11111111 I = _ , == I I I I = I I I I = I I II 77 If I I — I I I ]I I —1111 —1111 —1111 7-- — — — IIII= 1- % � �, � V1 MULCH LAYER (AS SPECIFIED) �rm . I :,.� ��, - I I I I == I I I I == I I I I == I I I I == I I I I - I All I = I II I =_ I I I I __ I I I I = I I I I _= L I I I — _...,-1111 1111 1111 7— 24" Z - = 111111 - - � --------;-- PLANTING SOIL MIX ll==Illl==Illl-=Illl=llll= --J, �, (AS SPECIFIED) III- I lll=Illl-Illl =Il 11 --III] ::��:, IN" " - � `� - _I11I==�llIl==lIlI==IlII=IlIl__ - " - 21 TRENCH _ -1111=1111- = EDGE =1111-111, III= ��- -IIP- -_1111=1111--1111--il " (TYP) - �3=1111 =1111 =1111=1111 ADD EXCAVATED SOIL TO BRING TOP = = = 1111 =1111 = IIH =Im =,I . , 1_� OF ROOTBALL TO FINISHED GRADE. - 4.1 MIN. TAMP LIGHTLY PRIOR TO SETTING == 1111- , 'I = - - I SHRUB TO PREVENT SETTLING. I =rm__lIlI==IlI IIIII-1111- = - - - - - = IIlI=_IIIl_:llII= SET TOP OF ROOTBALL .1111=1111= ;I e_4" .' __"ilI1__llI1= LEVEL WITH FINISHED GRADE. MI . � SHRUB PLANTING ON SLOPE DETAIL N.TL-010.S. PLANT LIST APPROVED PLAN LIST (SEE PLAN FOR DIFFERENCES) SCREENING PLANTS KEY COMMON NAME BOTANICAL NAME QTY. - SIZE CANOPY CANOPY SUIS -TOiAL _ __ — - Al LEYLAND CYPRESS X CUPRESSOCYPARIS Ll1YUN_DI1 5 8'-10' 2'3 115 A2 EASTERN RED CEDAR JUNIPERUS VIRGiNIANA 5 81-10, 16 80 A3 DEODAR CEDAR CEDRUS DEODARA 4 81-10, 143 572 A4 ARBORVITAE THUJA OCCIDENTALIS VARS. 26 8`_101 11 286 Lit CI -TERRY LAUREL PRUNUS LAUROCERASUS "OTTO L" 30' 'NA 18" B2 DWARF BURFORD HOLLY ILEX CORNUTA "DWARF BURFORD" 30 181' NA NA STREET TREES Basis for Canopy 0.76 KEY COMMON NAME BOTANICAL NAME ___ ___ QTY=___ SIZE _ CANOPY CANOPY SUBJOTAL __ _ ----. _ _,__ __..BOTANICAL ____ � , ____ C SCARLET OAK QUERCUS COCCINEA 9 3.5" CAL. 370 3,330 D FLOWERING DOGWOOD CORNUS FLORIDA 6 6:-81 124 744 E REDBUD 6 6-81 124 744 PARKING LOT TREES KEY COMMON NAME BOTANICAL NAME _QTY. .- SIZE — CANOPY- CANOPYSUBI-TOTAL -- — F SUGAR MAPLE AGER SACCHARUM "COMMEMORATION' 3 2.5" CAL, 195 585 A1 -A4 THESE EVERGREEN TREES (ALL LABELED AS 'A") ARE REQUIRED TO BE &-lU AT THE TIME OF PLANTING. ONLY ARBORVITAE )ARE TYPICALLY IN INVENTORY AT THIS SIZE, THE PURE EVERGREEN SCREEN PLANTING ALONG THE WESTERN EDGE CIF THE PAVED AREA (FURTHEST FROM AVON STREE I- EXTENDED) SHOULD CONSIST OF ONLY ARBORVITAE. ELSEWHERE ON SITE A MIX OF 2-4 VARIETIES (A1 --A4) MAY BE USED. IN ALL CASES THE PLANTS MUST MEET THE SIZE REQUIREMENT SPECIFIED. AT LEAST 5% OF THE PAVED PARKING AND CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES. THE PAVED PARKING AND CIRCULATION AREA PROPOSED HAS INCREASED FROM 12,428 SF TO 13,303 SF. 5% OF THAT NEW AREA IS 665 BE. THE PLANTED AREA BETWEEN THE AjVON STREET R.O.W. AND THE PARKING AND CIRCULATION AREA IS APPROXIMATELY 2,600 SF. TREE CANOPY CALCULAT10N REQUIREMENT CALCULATION Acres .total Site Acreage 11-.6-8 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 OLO Preservation Credit (WPO LIMITS) 0,92 AgentAp ___ 0.00 Basis for Canopy 0.76 Basis for Canopy 0.76 Free Canopy Requircn�en8 x 10% Total Canopy Area Required 0.08 3,485 SF I I 4Z 1 , \11 N 11�'4°'k4 � , 1`14� ________I� "I , \'11 . 1. \' F -'_A44 __1 ___1 ' _______1x4:::::::: ff MN ------- I,.-, I . �EM/j ------- ------- Fem `'`^" PEMA fMN --, FEMA " ----- FC-A4A __-, _.__� �__ 11�1 - , , 1, 1� .1'. r,,,, ,\ . ���', I 1�1', "I I I ., 1,1� 11 11, I �, TRIP 76M2 -1-.D I 1 I �V , I I'��% '_ ,-I" ��,, I 11, "". WILLOUGHBY PROPERTY OWNERS 1, 4W�� 11 -1, -1 1 1', I � , I", ,< � �, , ��i -I'll, "11-1 \ � _ ASSOCIATION, INC. x '. 1, ...... "', 1, -,- 1, \ ".. __-1 \1, '. N11 ZONING: PUD , -,. - � `1�11 � � 1, ." \ ., -I'. _ '-, V ,-, I'll, '�", , 1, 1%. _,%",'' - D.B. 3814 P. 193 ", 7 1, I �,_ ---',, "-\ ,�_,�, . �,�,� 1.1, ----- - __1_D.B. 1160 R 408-409 PLAT "I- . \ �N , � I- 1\t t."", ,6,j ,_1_,,'_ x 1�1/�. -, .__ _, 1, \ � 11� -__1 . �, _� - -,-,- - --------- -, ____ -- 1, I- - 'I, � �, - - OPEN SPACE WILLOUGHBY ___ -- � - ��,`_ 1, I - ". - - - I - --__ _ , V I- -1 ,,, . "I _1__ __ -1 \ � "I-, ", �-�,,, , `11-- �-_'. _-, _____ - SECTION 5 PHASE III -1 ..... . ---1-1____ \ ",�, � "I"- - I-, I _ - _ __ _____ , --- . . '. , 11 - '_. 1111_11_________1_ �� t:1 ;��-,\ , F��, ,,--, _�_ � � .. 1, -t_'1_1__ 1 � - - t ", ---Z- ., -__ - _11.11 , ,�� , - -, ?'E,,�." --.'I -, -1- , N, - _ -, 1� �_71_____11_ I .--'- - - --- --, ---I'_____ - � "".- - � 11, Z I' . _----_, ___ _� _11--, '11-11.- ___ .. .. ... -_ I-, F`Rl,"__�j fx - I _�, "--I'- ___ __ - ____ _. 11 H1 41�'�i_,,!_,� I � - __-, __ ___ -, -11, I ,-, _ .,�, . _ 1____1___-. I ______ --- 11 - _ i ,__" I,'_.R_yT_f7 i'�, 11 4��'�� _,,___� '-- - - - -_ ------- ___ --- If - . ___ __ - _ ,1PRU,IF )� � I I I �> - --:::��:,_,�� ,---., ---I----- _ 1-1111-1 -1 _ ____- 11 . I "I, ;I. � - -�, , �y �. , -_ � -- -:::�-:--� --,_______ � .. . ..... - ��.- -- -1111, - ___ - - I I I I 11 `�__::-1-1--, _� , I- _�,% -_ -711,11111 __ ...... --,-,-- -1 __ -_ _ � — _ .i, _____, 11 I � I- ___._,__ .", - �� 11-,-----,, --- -- � '' -"-- I P _- - -_ - - '__ -------- I 1-1_1, - 1, ,,_____�i j - . - - _�, ��___. - --1 - - " A 'V'� - . ..... _� - - __ -, --I '50��41 ; --- � ------ - 11-1-I'll�_-_1_1;W7 ______ ) . - , - - � �- � -,.,-- _ __ I- " " , -11-- 1)�� �D I I _______ - --- � ------- - __ _ - 1� �. 1�1�,, �, �y N. *�,, __ I __ 1111 __ - -_ 1.111- - --- __ __ , _ f - _•. - I_- -- ____,__ 1 . � ; 7. ___.� --:, - -1111-1111, __ �� 11 I Z - I .I- I 11 I . - I ,=". ,_ - I )i "--,. ---__,_, __�._ I ? ) �', , �� ----------, � - _1-1_,__ - 11 I _- _ - ____ - - I , . . , , , e� 1 P4,� -� -, - -- --- __ ----. I '_1_1_4,_Z7�:- I , ? 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" , I-,-, - ;\' / / /I ,---- 11-1 I / � w ___ w __ - w — 1I� ,_______ - - — (0 � I_- _1 , !I�, `4 1111- - Z=_ __ _:�_;;�—��_ __ - r-., __ --- ___ ___ - __ __ ,,L) _�. — .11 I I J 111 -I U I I 0 10, 20' 40' 80, AS -BUILT. TERRA , P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 mkeHer@tenaconceptspc.COM I I ' Alan Franklin PE, LLC I Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 - alan@alanfranklinpe.com � PA- 1// I 1 61 . -31 I-) 1 -0 Alan G. Franklin fif _/0 Lic, No, 35326 L'i 0 41j, r 11\ ^1 `�_ <1 1�s /. 0 N A L F\ \G � ISSUED: 11-22-17 SCALE: ill = 20' REVISIONS: I � SHEET w . 4201 450 4 1c) 30, 420 SCALE: 1"=40' H; 1"=10'V -2+40 -------- - ---------- ------ - -------- --- --- Mi O Co tLo - N�t -1+60 -0+80 0+00 0+80 1+60 2+40 ENTRY DRIVESTORARGE YARD V -f 7r I - ----- --- ------ --- - 00 -7 420 41011 Z > Lu cy) ��I' `Li DL H� I tF 131-YOND -,HY I IrJF Vp I 12+00 uj .1m 0 N + C5 m JL0 440 (N 0 6 ED 0 . ......... 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P.,.n IS ':W -'I - IN TH7 -FNTPG STANDARD BLOCKED -OUT W -BEAM GUARDRAIL (STRONG POST SYSTEM) VR�'Iklk. -,F�AiTJ�F',!T C,= TRM4P.-ATATICN 221 �05 ,IIEET 2 R__1111=10'11 CATL 5c_ C11 TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 rnketter@terraconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com xsr` -37 Alan G. Franklin Lic. No, 35326 w ISSUED: SCALE: REVISIONS: I SHEET 11-22-17 AS SHO n H2 F F NE (;K N-CYCLLD R A7E111 Fi`E Ke4TE-11,n1_ t 6" WIDE BLOCKOLT FCR 3- v, -Ell REPNFI`'_', DAW,,GE' GIJA?E-'RJ_ TNIATLD CO\ AIMNS; EE 3_�_,CKOJTS T - - zRC D,1_4:CK BLOCKOUT FOR MAINTENANCE tL ILL,, ONLY 'k," H') -L 6x8 WOOD POST x 81 Y, 1' T R E T D p I CPT :),Tf Jr. -r;P 1JSF NITI TFIF STA rJARD "R-10 TT"E IICR AHEPE µ 4 WINE BLOCKOUT 8 p I FIM :RY TH� F -_F IN T -F P PIS - DETAIL A ULA FC S I Wi,Y HE -CJI I`__ED '-IF, ICLE -,q GUARDRAIL INSTALLATION SITES REQUIRING LONGER II fi GUARDRAL POSTS 7- N,) I F 'x �J KILT & T?EATED F -1,E 4- ' n "TI -1=R ��- I -t,S C: R - :'Al V At,/ F II C. ci ,I ATF-11AI .01 A TF7.'NIATF TY'F Pf)'�T�� A�J['� RI (.C.rO,JT '.AA1 % T_ R- HTF:i:HANGFD D' ANY 'R',7,117CT W TH � R-STRI-TI11Y., --i HF SAMFTYF OII ,VBxR gI,. P,-,�FT AfT-, ST S7 USED I\ AIV 10 fA.Cf- 41IJ `-T`A_- OF C_.AqDR1J_ ELE�,IEN7 �7_CE �JARD�XARE,ET-- `_-E Aff, SHEET L I ]'ILL D,,;-- \AL a'f 00TI S Cl --S WITI IIN 2 ' 3- TI I - OF OR 3 -,_TDA --_ ELOCKCILT "a RDI T I� STA I F-.. H'A pt �i A,E! Z -KETS CRT POST STEEL POST c;111"), C',WY 0-- TI -F CROI, :FNF-. AND S.'3NF; 1' C14 `11= N THF Q! -HTR:, XVD[IT REF_REN.C= STANDARD BLOCKED -OUT W -BEAM GUARDRAIL F(!A-) A\LI WK3E SUN'A{D-_- (STRONG POST SYSTEM, POST AND BLOCKOUT DETAILS) R.,nslchl DATEE__ CF 2 T TERRA CONCEPTS, P.C. 2046 ROCK QUARRY ROAD LOUISA, VIRGINIA 23093 PH. 434-531-3600 rnketter@terraconceptspe.com Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com xsr` -37 Alan G. Franklin Lic. No, 35326 w ISSUED: SCALE: REVISIONS: I SHEET 11-22-17 AS SHO 43 42 0 0 I w I I U -I J J I z z I NEW PLANTINGS LINE OF SIGHT 12' I ► oc Ile cn� Iionn�nlT �noi,rinlr� _ _ _ _ 0 430 420 410 SIGHT SECTION C - SOUTHBOUND APPROACH SCALE: 1"=10' 430 w w Z O O J I p I z Q oc 0 m C) I I 0 I I NEW PLANTINGS Z I z I I W z I —1 1 ry I ...r.. ..— .-..... .-.- .... rel 11r -%R er—w]r r1wniiwan �I w0j Lu w Z z J I p I z Z oc 0 m � I O Z I SIGHT SECTION B - NORTHBOUND APPROACH SCALE: 1" = 10' Lu Z J I p Z: 0 m I :D I O SCREEN FENCE AT R/W WOULD NEED TO BE 11' TALL EQUIPMENT PARKING, STORAGE & MANEUVERING LINE OF SIGHT 12' ABOVE PAVEMENT AS -BUILT SITE PI PX/©Tir) \l SIGHT SECTION A - DIRECTLY OPPOSITE SITE SCALE: 1" = 10' O J ZI �I Q cL 0 n wl F_ cn w I A ,1 420 410 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 PLT H OF Alan G. Franklin Lic. No. 35326 0 N A ISSUED: 11-22-17 SCALE: AS SHOWN REVISIONS: