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HomeMy WebLinkAboutSDP202100017 Plan - Revision 2021-03-04SCALE: 1" = 1 °R Charlottesville City 7/ h Use the Identify tool to launch City's GIS Viewer Sao Q1 ZF R� u� o A�0�c Q SITE BENT 14h E'1= ENERAL NOTES: T.M.P. 77-8 VIRGINIA ASPHALT SERV MINOR SITE PLAN AMENDMENT 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 "NOT INCLUDED IN CONTRACT" IN THE OWNER / CONTRACTOR AGREEMENT, THE CONTRACTOR IS RESPONSIBLE FOR PERFORMING AND / OR INSTALLING ALL SITE WORK AND IMPROVEMENTS SHOWN ON THESE DRAWINGS, INCLUDING ANCILLARY EFFORTS AND WORK NORMALLY ASSOCIATED WITH SPECIFIED IMPROVEMENTS. 2. CALL MISS UTILITY (1-800-552-7001) PRIOR TO ANY LAND DISTURBING ACTIVITY. UTILITIES SHOWN ON THESE PLANS ARE REPRESENTATIONS OF DATA MADE AVAILABLE TO THE ENGINEER FROM VARIOUS SOURCES AND HAVE NOT BEEN FIELD CONFIRMED. EXPLORATORY EXCAVATIONS MAY BE NECESSARY TO CONFIRM THE EXISTENCE OR NON-EXISTENCE OF CERTAIN UNDERGROUND FEATURES. 3. THE CONTRACTOR SHALL COORDINATE WITH ALL LOCAL AUTHORITIES PRIOR TO COMMENCING THE WORK AND SCHEDULE / ATTEND ALL REQUIRED PRE -CONSTRUCTION MEETINGS. THE CONTRACTOR SHALL CONFIRM THAT ALL BONDS HAVE BEEN POSTED AND PULL ALL PERMITS. THE CONTRACTOR SHALL MAINTAIN THE PERMITS AND AN APPROVED SET OF THESE WORKING DRAWINGS AND PROJECT SPECIFICATIONS ON -SITE AT ALL TIMES. 4. THE CONTRACTOR SHALL ENSURE THAT HIS/HER WORK IS PROPERLY COORDINATED WITH THAT OF THE OTHER TRADES ON -SITE. 5. UNEXPECTED SITE CONDITIONS MAY ARISE DURING CONSTRUCTION THAT REQUIRE A DEVIATION FROM THESE PLANS. THE CONTRACTOR SHALL NOTIFY THE 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 "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 1 V 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 25WITH 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 1 O' 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. TO S D P2017-67 MARCH 5, 2021 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. 36. ALL PARKING LOT TRAVELWAYS SHALL BE 24' WIDE UNLESS OTHERWISE NOTED ON PLANS. 37. ALL CURBING TO BE VDOT STANDARDS (CG-2 OR CG-6), UNLESS OTHERWISE NOTED ON THE PLANS. 38. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) STANDARDS. 39. MAXIMUM RETAINING WALL HEIGHT ARE SHOWN ON THE GRADING AND UTILITY PLANS. 40. ALL STRUCTURAL FILL SHALL BE A MINIUM OF 95% COMPACTED BASED ON A STANDARD PROCTOR TEST. 41. ON -SITE GEOTECHNICAL ENGINEER OF RECORD TO PROVIDE POST INSTALLATION REPORT CERTIFYING BEARING CONDITION AND FOUNDATION PREPARATION. WATER AND SEWER: 1. WORK SHALL BE SUBJECT TO INSPECTION BY THE ALBEMARLE COUNTY SERVICE AUTHORITY INSPECTORS. THE CONTRACTOR WILL BE RESPONSIBLE FOR 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 MAYBE 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: CODE LAND USE NUMBER OF AVG. WEEKDAY TRIPS AM PEAK PM PEAK SATURDAY SUNDAY EMPLOYEES (TRIPSIDAYIEMP.) (TRIPSIHRIEMP.)(TRIPSIHRIEMP.)(TRIPSIDAY/EMP.)(TRIPSIDAY/EMP.) 110 GENERAL LIGHT INDUSTRIAL 10 3.02 0.48 0.51 0.48 0.26 (PEREMPLOYEE) 30 5 5 5 3 TRIPSGENERATED = 30 5 5 5 3 SHEET 2 SHEET 3 SHEET 4 APPROVALS PLANNING/ZONING ENGINEER BUILDING OFFICIAL ARCHITECTURAL REVIEW BOARD FIRE OFFICIAL ACSA VDOT VIRGINIA DEPARTMENT OF HEALTH AS-BUILT/EXISTING CONDITIONS SITE PLAN & SITE DETAILS LANDSCAPE PLAN DEVELOPER/OWNER: VIRGINIA ASPHALT SERVICES, INC. 493 BURCHES CREEK ROAD CROZET, VA 22932, 434-989-5703; CONTACT: BRYAN HEILMAN TAX MAP / PARCEL #: TAX MAP 77, PARCEL 8 PROPERTY ADDRESS: 1536 AVON STREET EXTENDED CHARLOTTESVILLE, VA PROPERTY SIZE: 1.681 AC. ZONING: LI (LIGHT INDUSTRIAL) EC (ENTRANCE CORRIDOR) SPECIAL USE PERMIT FOR OUTDOOR STORAGE IWITHIN AN ENTRANCE CORRIDOR (SP2014-19), APPROVED BY BOS ON JULY 8, 2015 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 1. SPE TDOOR NTRANCE EXCEPTION REQUESTS: CORRIDO D N JULY 8, 2015. NO LONGER WITHIN ENTRANCE CORRIDOR - 03/05/2021 2. CONNECTION TO PUBLIC WATER BUT NOT TO PUBLIC SEWER REQUEST APPROVED 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: Z286 0.06 3% PAVED/GRAVEL AREA: 17,967 0.41 26% PERVIOUS AREA: 5Z971 1.22 72% TOTAL SITE ACREAGE:" 73,224 1.68 100% SETBACKS: 10' PARKING SETBACK (PUBLIC ROW) 50' BUILDING SETBACK (PUBLIC ROW) MAX. HEIGHT OF 35' ��l:Lq�ll�4:ax. MAX. NUMBER OF 10 EMPLOYEES ASSIGNED ON -SITE: PARKING REQUIREMENTS: 1 - SPACE PER EMPLOYEE ASSIGNED TO WORK ON SITE PLUS 1 - SPACE PER FACILITY VEHICLE PARKING PROVIDED: 10 EMPLOYEES ASSIGNED TO WORK ON SITE = 10 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) SR2014-19 APPROVAL CONDITIONS 07/08/15 : NO LONGER WITHIN ENTRANCE CORRIDOR - 03/05/2021 1. THE D OPMENT OF THE SITE SHALL BE IN GENERAL ACCORD WITH THE PLAN ENTITLED "VIRGINIA ASPHALT SERVICES LAND PE/SCREENING PLAN" REVIS-17-2014 AND PREPARED BY TERRA CONCEPTS, PC AND ALAN FRANKLIN, PE, LLC, (HEREAFTER REFERRE AS THE "CONCEPT PLAN") AS DETER D BY THE DIRECTOR OF PLANNING AND THE ZONING ADMINISTRATOR, AND SUBJECT TO THE F OWING CONDITIONS. TO BE IN GENERAL ACCORD THE CONCEPT PLAN, DEVELOPMENT AND USE SHALL REFLECT THE FOLLOWING M ELEMENTS WITHIN THE DEVELOPMENT ESSENTIAL T E USE, AS SHOWN ON THE CONCEPT PLAN: a. BUILDING LOCATION. b. SALES, STORAGE AND DISPLAY AREA AND LOCATION. MINOR MODIFICATIONS TO THE PLAN THAT DO NOT CO T WITH ELEMENTS LISTED E MAY BE MADE TO ENSURE COMPLIANCE WITH THE ZONING ORDINANCE AND ARB REQUIREMENTS. 2. EQUIPMENT SHALL BE SOLD, STORED, OR DISPLAYED ONLY IN AR DICATED FOR SALES, STORAGE, OR DISPLAY ON THE CONCEPT PLAN. 3. THE SITE SHALL BE LANDSCAPED IN GENERAL ACCORD WITH CONCE LAN, EXCEPT THAT: a. EVERGREEN SCREENING TREE HEIGHT SHALL BE El (8) TO TEN (10) FEE IMUM AT PLANTING. b. SHADE TREES ALONG AVON STREET EXTENDE ALL BE THREE AND ONE-HALF I S (3)12") CALIPER MINIMUM AT PLANTING. c. SHADE TREES ALONG ENTRANCE DRIVE LL BE TWO AND ONE-HALF INCHES (2Y") CA R MINIMUM AT PLANTING. d. A STAGGERED ROW OF EVERGREE HALL BE PROVIDED ALONG THE SOUTH SIDE OF THE S S/STORAGE/DISPLAY AREA OR THE SOUTH SIDE OF THE PARCEL. e. A STAGGERED ROW OF GREENS SHALL BE PROVIDED ALONG THE NORTH AND WEST SIDES OF THE RANCE DRIVE AND ASPHALT PAVED AREA. f. THE ARB MAY Y,j UIRE LANDSCAPING THAT IS IN EXCESS OF ITS DESIGN GUIDELINES, ALBEMARLE COUNTY CODE 1 - 7.9, OR BOTH, IN ORDER TO MITI THE VISUAL IMPACTS OF THE PROPOSED USE ON THE ENTRANCE CORRIDOR. 4. MAXj,1Vj6V HEIGHT OF EQUIPMENT TO BE SOLD, STORED, OR DISPLAYED SHALL NOT EXCEED TWELVE (12) FEET. THIS HEIGHT INCL FQCPMENT SOLD, STORED OR DISPLAYED ON PARKED VEHICLES. OTHER THAN EQUIPMENT SOLD, STORED OR DISPLAYED ON PARKED ICLES, EQUIPMENT SHALL NOT BE ELEVATED. Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan@alanfranklinpe.com M W U ry ti W (.0 Q i ti � Z IZ Q U F_ J } Z F_ W Z Z C) W __J Q �/ / Q Z < J W a m F_ Q [n Z r� V W W r2J VN 0. W O U "CH OF �, 01 Alan G. Franklin Lie. No. 35326 w 03-05-21 = NAL ISSUED: SCALE: REVISIONS: SHEET 03-05-21 OF 4 VICINITY MAP 1" = 1500' N4\ \ \ \ ------------------- 2yo 02 \• ---- - - - - -- _ \` ` ��`- '-- TMP 76M2-1-D - �•'•. \ \`\ _ WILLOUGHBY PROPERTY-- - ` �• -, \ ' -, -__ --__ OWNERS ASSOCIATION, INC. OPEN SPACE - �••. , � �•�\ _ - '�\ ----- D.B.14 P. 1 93 P 38 SECTION 5 PHASE III D.B. 1160 P. 408-409 PLAT WILLOUGHBY / __ `� �•� �\ -356--_- -- /. ------------- -------- ----------- - - - --- \' _________________________ /------------- CREEK =- _ .` do•�,�'-. 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J-41 P. 2-11 D.B. 341 P. 110 PLAT _ _ --- - 285 P-45Z V PCOT---------- _ _ _ ---____- - R _-'' -- ---- --- --- D.B.D.B.. ]21_ P. 590 PG4T-- \.` ------------ - _ _ 8 - ___- -_-_- PLAT TMP 77 8C _ _ _ PSALM THIRTY FOUR _ _ PROPERTIES, LLC _ _ _ D.B. 5421 P. 726, 730 P 38 -- _ - 0_--_ L Y -_ - ----- D.B. 1147 P. 344 PLAT _ qo6- _ _ --- IT_S__O_F LD-RHN-IOPbtT:? � --- _ ---- -8-------- ° ------------------ -------------------`-_ ------ ----- 84-- _ __-__- i� /' \ ''�''--'/- - - - - -414- -- _ - - - - - - - - -416- - - --------- ----- -------------- ------_ `- - _`--_-" --_- _______ / _ _ _ (,ryy----------- ----\ _--= ----- _ --_---__---_ 4' COiJTOLRS IN �420- _ _ q1z_--- Ti-IISAREA TAKEN _ 422� 418- _ _-4oq-,- FROM-At-0EMARL�`� ` _ ASP DITCH - _ _ _ _ L`OUNTY CIS pR 424_68 - � - - -gyp- - �-''-__---`'-___- ________. ION O-NCE PER ALBEE COUNT ORDINApI 'fC - 2C 3- - -(�� - - - - - _-`-'-'- ' ern'' -- 25.26 i �27 3 �4 - - - - - - __- i 23.05 \ 20 416_- i - 425.89 425.47 (aCED3 2CED8 `-3 1 VEL - 2CED9� `- - - - - - �• -� ra -- TMP 77-10 _-' / // / 424.64 / �x� _ GRAVEL - ' �� SPREADER 423.08 _ CE�� �48 - - - -' LORI D. FITZGERALD / / - - - - �' 7 D.B. 1489 P. 287 / / / / / - METAL 426.1 425.16 CG-2 423.17 TO 422.36 � , 7 D.B. 191 P. 590 PLAT / SHED C Tf18173000 423.89 t HWPB IV P. 22 / / / / 57,94' ASPHALT 4$&64 424.38 CURB CUT - - 422.65/ (02CED3 � "i \D3 \ \ \ \ \ I \ _ TC \ TO 4 .28 Op .'.FF�.':':' \ \ \ 424.22 \ 4'24.63 - PCE-O3\ \ � \ 2CED3- \ � � EPTIC LID ''2558: 4.- .2CED3 M .•.....•: .. i)5:3@.........:........ .'. .'.'. .,.,.,., ,o. PB 1 �424- \ / 19VV OUT / /SEPT C LID a;:':.:.;;•: \ TC 27ASH40\42q. \ / 417. 0 O ) ai,•.'..........: .. .1. .. ORY r.A: M ,..:.;.;.:.,.......•._..- \ ASPHALT \ \ 425.41 I I / / IO I .. \ `BJV OlN1I / 11 _ / OPTIC TRAIN :.'l'FJ_`' v \ I I / 1 5.80 7 :426:52 �•' t / 2CED3 III TMP 77-8A GRAVEL x CLD Eg ❑ 6: 425.38 \ / t TC yI SAEBON, LLC AND t - 424,29 �426.10 11 D.B. 1560 P. 585 PLAT 426.51 AC ::::': : \ I AVON COURT 2003-2005, L C / 1�1 \ 424.39 \ 2CED3 III / II "'.E' (/�•� II D.B. 1376 P. 282 PLAT • WOODS / I - � PB \ \ / `P./III _ D.B. 5457 P. 551 427. PB •B \ TC \ / -11 D.B. 1147 P. 344 PLAT TO ASPHALT AT- 07155 427.0 I 424.94 425,67 ( Oil 426.8 © 426.74 m11`71\ \ \ 427.13k 426.97 S 426.6 // _ _ _ "3MAP6 0\ -42.6 \ \2(C°'�ED3 \CeD3 i I IS - 911 \ \ CORB CUT - \ TO TO P65T (; \ ). GRAVEL UP 428.05 `aJ 11 110 \ 427.78 C \ / / I / 427.40 O 2CED9' S58045'19"E 1� \ 426.45 ' / J TC 424.84 2 / / 2 ED3 I PC�S \ II 17.38' TALL PF IltN --- TOP \ - - - _ - \ 427.00 42 3MAP6 6.47 CMG-.�r,�r'+�.,,,F 424.8 �� +,, RIP RAP \ HEADV�ALL \ - - - \\1112 TR E \ III IF / - z _ - - _ - - _ - - _ p9yy° \ \ \ 111_' - .37 430- -3GED 2CED3 -428- `-2/-Q i-© - - - - - - - - - - - TREE 3TRE 12"HDPE �'^� IN 1'F"r�R,•�, v� - 2CED3 2TREE4 2CED3 y \ 26E - - - q� 80t�2J REEd 2CED3-- - -2TREE4- _ - - - - - - - V / O MMS I \IN1L 4$0.83 - _ 2DW3 �TREE3" '�C 3 �-430- - - - 4 r-31 430 G1 \ �20.48 \ I1 2CED - 2RB6 _ - - - °41'12"W 3 .57' - - / � �m \ - / CONC. DITC I 2DW3 '2tEE4 - - _ S3� / \ t�e.J3 2CED3 �2D - _ -432- 2RB6 �, 0 \\ \S2.4'45'34"W \ 1 - €E 4- 2RB6 T-1719300-T 431.50 DW3 - - - - - - / - - - - - - - _ GUARDRAIL 431.69A cwM t T 0." 28-�- '- - 439.1� -r1- - - - - - - - - \ - - - - - - - - - - 431.11 - - 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 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 THIS ASBUILT SURVEY 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 ORIGINAL DATA WAS OBTAINED ON JUNE 22, 2018; AND THAT THIS MAP MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. 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. WII> \ 437.78 /N57 6'44"W x11 \ / 24.02' IriI \ VARIABLE WIDTH \ 439.26 a437.33 / all AVON STREET EXT ' Oil a3a/ ST, RT, 742 /A3y 211 �C �hll W 11 / / - W - II SDMH TOP 438.34 ./- BOTTOM OF STRUCTURE 435.28 ./- INV. OUT 435.22 INVERTS NOT FULLY ACCESSIBLE STRUCTURE FULL OF TRASH THIS ASBUILT SURVEY WAS PREPARED FOR: BRYAN HEILMAN THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT. SOME EASEMENTS OTHER THAN THOSE SHOWN HEREON MAY EXIST. TMP 77-8 IS ZONED: LIGHT INDUSTRY TMP 77-8 IS IN THE SCOTTSVILLE DISTRICT TMP 77-8 IS IN THE MOORES CREEK WATERSHED THE FOLLOWING MISS UTILTY TICKET WAS USED IN THE PREPARATION OF THIS ASBUILT SURVEY TICKET d A415701922-OOA I HEREBY CERTIFY THAT THIS ASBUILT SURVEY, TO THE BEST OF MY PROFESSIONAL KNOWLEDGE AND BELIEF, IS CORRECT AND COMPLIES WITH THE MINIMUM PROCEDURES AND STANDARDS ESTABLISHED BY THE VIRGINIA STATE BOARD OF ARCHITECTS, PROFESSIONAL ENGINEERS, LAND SURVEYORS, CERTIFIED LANDSCAPE ARCHITECTS AND INTERIOR DESIGNERS. I ALSO CERTIFY THAT THE BOUNDARY SHOWN HEREON IS BASED ON A CURRENT FIELD SURVEY. \ \4 434.94 \ w A / - -G - - - / /_ - f; 3" GASLINE / G W / / 12" ACSA WATERLINE W W Wv / LEGEND: i BIF = BENT IRON FOUND CMP CORRUGATED METAL PIPE CPP CORRUGATED PLASTIC PIPE CO = CLEAN OUT DW = DOGWOOD EP = EDGE OF PAVEMENT EM = ELECTRIC METER FIFE = FINISHED FLOOR ELEVATION GW = GUY WIRE GM = GAS METER HDPE = HIGH DENSITY POLYETHYLENE PIPE IS = IRON SET IF = IRON FOUND MNS = MAG NAIL SET OHE = OVERHEAD ELECTRIC LINE OHT = OVERHEAD TELEPHONE LINE OHTV = OVERHEAD TV CABLE LINE PF= PIPE FOUND PB = PIPE BOLLARD S = SIGN RB =REDBUD SDMH = STORM DRAIN MANHOLE TC TOP OF CURB UP UTILITY POLE WM WATER METER 12RB20 = 12" REDBUD WITH 20' CANOPY (DIAMETER) +450.55 = SPOT ELEVATION SDMH \ SDMH TOP TOP 434.52 431.78 LINLN SURVEYING SCALE IN FEET Innovation. Integrity. Vision. 632 BERKMAR CIRCLE CHARLOTTESVILLE, VIRGINIA 22901 10 20 30 40 80 OFFICE: 434-974-1417 FAX: 434-974-1776 www.lincolnsurveying.com SITE CONTROL T-17193000 3892349.26600 11486389.35500 431.69 T-17207155 3892202.69600 11486232.00700 426.86 T-18173000 3892331.64600 11486258.24400 424.38 ASBUILT SURVEY OF TAX MAP 77 PARCEL 8 #1536 AVON STREET EXTENDED ALBEMARLE COUNTY, VIRGINIA DATE: JULY 27, 2017 SCALE: 1" = 20' REVISED: OCTOBER 16, 2017 CONTOUR INTERVAL: 2' (FIELD -RUN) REVISED: JUNE 22, 2018 CONTOUR INTERVAL: 4' (COUNTY GIS) REVISED: FEBRUARY 17, 2021 NAVD '88 VERTICAL DATUM \DATA9\ 114\ 114001403 ASBUILT 21053.PRO 114-0014-03 ASPHALT PAVING DETAIL SECTION Fil 1 4" DEEP CONTRACTION/SCORE JOINT, SPACED EVERY 9' O.C.; TYP. OR AS SHOWN PER PLANS SECTION B � CONCRETE DUMPSTER PAD 3 ) PLAN, SECTION 2" VDOT SM 9.5A ASPHALT SURFACE 3" VDOT BM-25 ASPHALT BASE 8" COMPACTED VDOT 21A STONE BASE OPTIONAL GEO-GRID (IF NECESSARY) COMPACTED SUBGRADE (95% STANDARD PROCTOR) P-005 N.T.S. YY EXPANSION JOINT W/Y2" RECESSED BACKER ROD AND CAULK, SPACED EVERY 25' (MIN) O.C.; TYP. OR AS SHOWN PER PLANS 3000 PSI CONCRETE AT 28 DAYS, AIR -ENTRAINED 6" X 6" W W F W/ 2" MIN. COVER COMPACTED VDOT #21A STONE BASE 95% COMPACTED SUBGRADE NOTES: y 4—y 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 0 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 6" 4000 PSI IF PRECAST. 2" R . ,• i� 3. COMBINATION CURB & GUTTER HAVING A RADIUS o OF 300 FEET OR LESS (ALONG FACE OF CURB) ° SHALL BE PAID FOR AS RADIAL COMBINATION CURB & GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES THIS AREA MAY BE CONCRETE AND TO THE DEPTH OF PAVEMENT. AT THE OPTION OF THE CONTRACTOR 5. THIS CURB MAY BE USED WHEN DESIGN SPEED THE BOTTOM OF THE CURB AND GUTTER IS 40 MPH OR LESS ON RURAL HIGHWAYS AND MAY BE CONSTRUCTED PARALLEL TO THE 45 MPH OR LESS IN DEVELOPED URBAN & SUBURBAN SLOPE OF SUBBASE COURSES PROVIDED A AREAS. IF THESE DESIGN SPEEDS ARE MINIMUM DEPTH OF 7" IS MAINTAINED. EXCEEDED STANDARD CG-7 IS REQUIRED. �C� 611 CURB & GUTTER (VDOT STD. CG-6) N.T.S. 3 ) SECTION P-004 N.T.S. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PAID FOR AS RADIAL CURB. 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (15" DEPTH) OR INCREASED AS MUCH AS Y (21" DEPTH) IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. THIS CURB IS TO BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL HIGHWAYS AND 45 MPH OR LESS IN DEVELOPED URBAN AND SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-3 IS REQUIRED. p-� 611 CURB (VDOT STD. CG-2) SEE NOTE, CROSS HATCHED \ AREA REPRESENTS AREA OF CRITICAL Odd SLOPES (PRESERVED), TYP. 430 420 410 0 QOO 0 N 01.- QO(nA U-) 0 0) 7N m 0 0U)Lo 1- 0-- 7 0 <c I-�_ I h U) LU (O QOI� Q(OQ Ml°0°0 V Q(n 00 000<JM U) +v +D_ J N vvv O +(L"t J N (D +CL J Z N v of OO m mZ? �02Zj �0m2 a0 a>- D >O EXISTIN ar��0 arZ� Z Z /PROPOSED Z Z Z 0 > GRADE N — X — — X (V N — — — — — — — — — — — / F88 64 L OF 12" HDPE 1.50% LF OF 12" HDPE @ 1.50°/ CAPACITY = 5 (CAPACI = 5 CFS) 16 LF OF 1 " HDPE @ 7.44 0 (CAPACITY =10.5 CFS) PROVI E CLASS I RIF RAP APROI I TO EXISTING ARMO JRED CHANNEL 10+00 10+40 10+80 11+20 11+60 STORM DRAIN 'A' PROFILE SCALE: 1"=20' H; 1"=10' V 430 \\ ` TMP 76M2-1-D WILLOUGHBYPROPERTY OWNERSASSOC/AT/ON, INC. \\ \D.B. 3814 P. 193 3S P. �� 6 - D.B. 1160 408-409 PLAT OPEN SPACE 0 10, 20'\ 40' 80, — — � - - _ 360 — SECTION 5 PHASE UI — \ _ WILLOUGHBY — _352— WPO PLAN AMENDMENT TO ADD NUTRIENT CREDITS FOR ADDITI( PA1/Fn AREAS_. -:-.- PER'4OOMgRS CREEK _ ``COUNTY — G1s ,--AAOORE'S CREEK - (PER COUNTY GIS) POINT IN CREEK 100-YR FLOOD LIMITS, TYP. 11672� — — POINT IN CREEK '•• . 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' /I R i 's •• pi RL•••+1i,1:•1•�•11�,••1�••IIi111i�•r Kf•�,r1••111i1!•••:11•�1•��111 1 11 .f_L�•ii� - 1= 1 _.l •. _ . ��'=+•'11•Ii _ILIi. •Ii.�•` 1.111�•1••IIr•••111111 �►1 Ii -•i �•i • -.• 9i3v-.� o _ .., ..>�• •�,•Iij1-IL:1i•1, 1••v'•••Ii••Ii111i••Ii111i•S�'I�ri1:1i1�11•�� ►i�11•��' - - --"= �1!%01(j•11►�1=C�i�11�11�!!G 11-•1••1.11 •�1 !�!j •j•-i11�r•1�� ���•,!►!Ca�% ll%ir��l��a�1��Ce�;! ��C�;�=o�•II�j�C j�!��tr•1 ►• -: - 'I • • • ILA-_ . _I .�_ INN SHED ASPHALT EXISTING CURB BUILDING FOR FFE EQUIPMENT 426.50 1 •1� •• IIIr 1�� 11 • _- I••11/1111�= I: - 1 �MAINTENANCE• �.. � ♦ 11 1• 11 1•i 1 I���111•i' ' 1 r •- . • C11•IFFE f•I�Ii�,I� �•�. �r .. •TURF AREAS 42652 1i�� •R!y .�• .: _. •r • . I . • I -u il' III' I� 'mill 1 • . 11 � W W i Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan @alanfrankl in pe.00m U) w U D WCO Q ^T Z LL Z Q U) o=o 06 LLI LLI Z c+ / Q J [I- m n LLI < Q Z U) r� V GJ 9 Alan G. Franklin of Lie. No. 35326 w o (.,, T = �`rS/.ONAL ISSUED: SCALE: REVISIONS: SHEET 03-05-21 ill =20' SECTION P-003 N.T.S. OF 4 PLANT LIST LANDSCAPE CALCULATIONS SCREENING PLANTS KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL A ARBORVITAE THUJA OCCIDENTALIS VARS. 29 8'-10, 11 319 B1 CHERRY LAUREL PRUNUS LAUROCERASUS"OTTO L." 22 18" NA NA B2 DWARF BURFORD HOLLY ILEX CORNUTA "DWARF BURFORD" 22 18" NA NA STREET TREES KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL C SCARLET OAK QUERCUS COCCINEA 9 2" CAL. 370 3,330 D FLOWERING DOGWOOD CORNUS FLORIDA 4 6'-8' 124 496 E REDBUD CERCIS CANADENSIS 4 6'-8' 124 496 PARKING LOT TREES KEY COMMON NAME BOTANICAL NAME QTY. SIZE CANOPY CANOPY SUB -TOTAL F SUGAR MAPLE ACER SACCHARUM "COMMEMORATION' 2 3" CAL. 195 390 TOTAL CANOPY = 5,031 SF \` \t,*" \\\ \ CROSS -HATCHED ARE hC'4 ' .^ ly, V � 356 REPRESENTS AREA O CREEK CRITICAL SLOPES (PRESERVED), TYP.( yy TMP 77- 10 LORI D. FITZGE)'it'LD D.B. 1489 P. 2,37 D.B. 191 P.59oPL/EEf2ADICA EX. HWPB IV P. 22 GRAVEL AREAS OUTSIDBIPR@Pil VDOT STD. f G&2, TYP. EQUIPMENT STORAGE AREA -BY ADDING FRESH GRAVEL/ASPHALT MILLINGS W/ PERIMETER CURBING TO GRADES SHOWN N57°7644"W p \ 24.02' J --— / o POWER POLE \ i / d — flu G W N3a w W W W w W/ w — G CG-6 / W SDMH TOP 438.34 +/- BOTTOM OF S TRUC TURE 435 28 +/- INV. OUT 435.22 INVERTS NOT FULL YACCESSIBLE STRUCTURE FULL OF TRASH TMP 76M2-1-D WILLOUGHBYPROPERTY OWNERS ASSOCIATION, INC. D.B. 3814 P. 193 D.B. 1160 P. 408-409 PLAT 360 OPEN SPACE SECTION 5 PHASE III WILLOUGHBY .. _ ... �... _ ... 352 pR PERALBEMARLECOEE/( _ N7, GLS n �OORE'S CREEK- I— V1 (PER COUNTY GIS) POINT IN CREEK CANOPY 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 % Total Canopy Area Required 0.08 3,485 SF CANOPY PROVIDED 5,031 SF LANDSCAPED AREA: REQUIRED: AT LEAST 5 % OF THE PAVED PARKING AND CIRCULATION AREA SHALL BE LANDSCAPED WITH TREES. THE PAVED PARKING, CIRCULATION, AND PAVED ENTRANCE AREA = 17,967 SF. 5% OF THAT NEW AREA IS 898 SF. PROVIDED: THE PLANTED AREA BETWEEN THE AVON STREET R.O.W. AND THE PARKING AND CIRCULATION AREA IS APPROXIMATELY 2,600 SF. PARKING LOT TREES: REQUIRED: 1 TREE PER 10 PARKING SPACES; 10 PARKING SPACES PROVIDED = 1 PARKING LOT TREE REQUIRED PROVIDED: 2 SUGAR MAPLES PROVIDED SCREENING: REQUIRED: SCREEN PARKING AREA FROM PUBLIC R.O.W. 9:191911N9Z90181:112F_\9101 1:14=6711111111101:1:1111-REN .9:101TIN1NPR9/_12 DID 6p34,E (P.� \43p� W 1 / w w SDMH / TOP / 1 434.52 0 SDMH TOP 431.78 tit T. 742 - 45 MPH �w (VARIABLE WIDTH) / G _ ( W W _ _ _ _ ,^`/-G — _-j r 3" GASLINE, 12"ACA WATERLINEW w w 7 POINT IN CREEK OdM-----Od10----OdM TMP 77-8A SAEBON, LLCAND AVON COURT2003-2005, LLC D.B. 1560 P. 585 PLAT D.B. 1376 P. 282 PLAT D.B. 5457P. 551 D.B. 1147 P. 344 PLAT IF 1 Alan Franklin PE, LLC Civil and Site Plan Engineering 427 Cranberry Lane Crozet, VA 22932 434-531-5544 alan @alanfrankl in pe.00m U) W U ti Q � Z T z CO off; ILL z >- W LLI Q j z = ° U 2�J a(nQ o a_Qm Q LU F Q J U _ z D L.L �Q,,TTH OF GI$ �1 GJ Alan G. Franklin of Lie. No. 35326 w 0 4,, T = �`rS I.O N A L ISSUED: SCALE: REVISIONS: SHEET 03-05-21 ill =20' 4 OF 4