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HomeMy WebLinkAboutSDP202000003 Plan - Submittal (First) 2020-01-06© 2020 - 30 SCALE, LLC ALBEMARLE LIMOUSINE - FINAL SITE PLAN 91-16B 94.35x 90C1.01.-A1 # 4ir 4 'spa*sir f 96C1-qi--32 0C1-02-;� ;�•- � I tsa • r. . {Sg yQC7 90C 9, f:fY f 90-35M oe� f g�r�y. ? iCET 9Q-35Y r M tsoe s a g 9�CJ02ti -0? s t 94.35N 4 � , ss f r o yD G15 C C I o �. a •r. s f p Cb 90-34/ } � o -, 4 R 7' C �� ? y o v 9D-33A 4r3 �47 4� 9Q-35►f 90-33 B rn .� 90133C ' 96-33 SITE N gOfi 9�c� 0lp4� r �a�"'0� 99-2E 90-21H n.; `�o 4; 90-61D Nqr� 9Q-21 H 1 90.27B Al k, +L�c fi SQ'x7 90.27 91-19E 9�-31 84-32A 90726A 90-27A 0,?� 90-34 _k PARCEL MAP SCALE: 1"=500' 0 co U J Q U 0 (A 1895 AVON STREET EXTENDED TMP 90-35A1 ALBEMARLE COUNTY, VIRGINIA RELATED PLAN TRACKING NUMBERS S P# 2018-007 SP#2018-008 W EXIT 121 EXIT 120 C V_ 5TH STREET 20 C 1 MILL CREEK INDUSTRIAL ` PARK 1 MONTICELLO MONTICELLO ' FIRE/RESCUE' STATION 742 SITE STONEY CREEK DRIVE r '20 0 VICINITY MAP SCALE: 1"=2,000' OWNER/DEVELOPER: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVI LLE, VA 22911 ENGINEER/PLAN PREPARER: MICHAEL MYERS, P.E., C.F.M. 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 LIMITS OF CLEARING AND GRADING = 41#843 SF SHEET INDEX # SHEET TITLE 1 COVER SHEET 2 ORDINANCE TABULATIONS 3 EXISTING CONDITIONS PLAN 4 LAYOUT PLAN 5 GRADING PLAN 6 LANDSCAPE PLAN 7 CONSTRUCTION DETAILS 8 SIGHT DISTANCE PLAN AND PROFILE 9 TRUCK PATHING PLAN PROJECT NARRATIVE: THE PURPOSE OF THIS PROJECT IS TO RE —DEVELOP THE EXISTING 1.5—ACRE SITE, ZONED L-1 (LIGHT INDUSTRIAL) FOR A LIMOUSINE RENTAL SERVICE (ALBEMARLE LIMOUSINE) AND AN AUTO DETAILING COMPANY (VIRGINIA AUTO DETAILING). THE OWNER HAS OBTAINED APPROVAL OF TWO SPECIAL USE PERMITS FOR THE PROPOSED USES (SP 2018-007 AND SP 2018-008 APPROVED ON 11/14/2018. THE APPLICANT HAS ALSO OBTAINED THE APPROVAL OF TWO SPECIAL EXCEPTIONS TO ALLOW INCIDENTAL PARKING WITHIN A PORTION OF THE 30' PARKING SETBACK ALONG THE SOUTHERN PROPERTY BOUNDARY, ALSO APPROVED ON 11/14/2018. THE SITE IS CURRENTLY DEVELOPED WITH AN EXISTING BUILDING AND OTHER IMPERVIOUS COVER CONSISTING OF ASPHALT, GRAVEL AND CONCRETE. THERE ARE THREE SERVICE BAYS IN THE EXISTING BUILDING. THE OWNER PROPOSES TO RENOVATE THE EXISTING BUILDING AND CONSTRUCT A TWO—STORY ADDITION. THE EXISTING BUILDING WILL BE USED BY VIRGINIA AUTO DETAILING INCLUDING THE SERVICE BAYS, AND ALBEMARLE LIMOUSINE WILL USE THE TWO—STORY ADDITION AS ITS OFFICE. THE APPLICANT IS PROPOSING A DISTURBED AREA THAT IS LESS THAN 10,000—SQUARE FEET AND THEREFORE IS EXEMPT FROM THE REQUIREMENTS OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM FOR EROSION AND SEDIMENT CONTROL AND STORMWATER MANAGEMENT (WATER QUANTITY AND WATER QUALITY CONTROL). SIGNATURE BLOCK ALBEMARLE COUNTY DEPARTMENT OF COMMUNITY DEVELOPMENT PLANNING/ZONING ENGINEERING INSPECTIONS ARB DEPARTMENT OF FIRE & RESCUE ALBEMARLE COUNTY SERVICE AUTHORITY RIVANNA WATER AND SEWER AUTHORITY VIRGINIA DEPARTMENT OF TRANSPORTATION HEALTH DEPARTMENT REVISIONS # DESCRIPTION DATE 30 SCALE owner: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com MA 0 Lu Lu � x Q LU m I Lu 0 F (j) 0— z \O Q 00 �o M I L F. S Lic. No. 33028 01 /06//2020 �/U\:11. sheet title: '-".OVER SHEET heet # 1 OF9 cale: 1"=20' late: 1/6/2020 0- LL C) 0 0 00 Q z 0 0 00 F- _ U J U U 0 M GENERAL CONSTRUCTION NOTES FOR SITE PLANS 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 PAVING, DRAINAGE RELATED 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 ALBEMARLE COUNTY DIRECTOR OF ENGINEERING, OR THE DIRECTOR'S DESIGNEE, IT IS DEEMED NECESSARY IN ORDER TO STABILIZE A DRAINAGE CHANNEL. 7. ALL TRAFFIC CONTROL SIGNS SHALL CONFORM TO THE LATEST EDITION OF THE MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). THE CURRENT EDITIONS AS OF THE DATE OF THIS PLAN SET ARE MUTCD, 2009 EDITION, INCORPORATING REVISIONS 1 AND 2, DATED MAY 2012, AND THE VIRGINIA SUPPLEMENT TO THE MUTCD, 2011 EDITION, INCLUDING REVISION 1 DATED 30 SEPTEMBER 2013. 8. UNLESS OTHERWISE NOTED ALL CONCRETE PIPE SHALL BE REINFORCED CONCRETE PIPE - CLASS III AND CONFORM TO ASTM C-76. 9. ALL EXCAVATION FOR UNDERGROUND PIPE INSTALLATION MUST COMPLY WITH OSHA STANDARDS FOR THE CONSTRUCTION INDUSTRY (29 CFR PART 1926). GENERAL CONSTRUCTION NOTES FOR STREETS 1. CONSTRUCTION INSPECTION OF ALL PROPOSED ROADS WITHIN THE DEVELOPMENT WILL BE MADE BY THE COUNTY. THE CONTRACTOR MUST NOTIFY THE DEPARTMENT OF COMMUNITY DEVELOPMENT (2965832) 48 HOURS IN ADVANCE OF THE START OF CONSTRUCTION. 2. UPON COMPLETION OF FINE GRADING AND PREPARATION OF THE ROADBED SUBGRADE, THE CONTRACTOR SHALL HAVE CBR TESTS PERFORMED ON THE SUBGRADE SOIL. THREE (3) COPIES OF THE TEST RESULTS SHALL BE SUBMITTED TO THE COUNTY. IF A SUBGRADE SOIL CBR OF 10 OR GREATER IS NOT OBTAINABLE, A REVISED PAVEMENT DESIGN SHALL BE MADE BY THE DESIGN ENGINEER AND SUBMITTED WITH THE TEST RESULTS FOR APPROVAL. 3. SURFACE DRAINAGE AND PIPE DISCHARGE MUST BE RETAINED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN EASEMENTS PRIOR TO ACCEPTANCE BY THE COUNTY. ALL DRAINAGE OUTFALL EASEMENTS ARE TO BE EXTENDED TO A BOUNDARY LINE OR A NATURAL WATERCOURSE. 4. GUARDRAIL LOCATIONS ARE APPROXIMATE. EXACT LENGTH, LOCATION AND APPROPRIATE END TREATMENTS WILL BE FIELD VERIFIED AT THE TIME OF CONSTRUCTION. ADDITIONAL GUARDRAIL MAY BE REQUIRED AT LOCATIONS NOT SHOWN WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, IT IS DEEMED NECESSARY. WHEN GUARDRAIL IS REQUIRED, IT SHALL BE INSTALLED FOUR (4) FEET OFFSET FROM THE EDGE OF PAVEMENT TO THE FACE OF GUARDRAIL, AND ROADWAY SHOULDER WIDTHS SHALL BE INCREASED TO SEVEN (7) FEET. 5. WHERE URBAN CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT CG-9(A, B OR C). 6. WHERE RURAL CROSS SECTIONS ARE INSTALLED, ALL RESIDENTIAL DRIVEWAY ENTRANCES SHALL CONFORM TO VDOT STANDARD PE-1. 7. COMPLIANCE WITH THE MINIMUM PAVEMENT WIDTH, SHOULDER WIDTH AND DITCH SECTIONS, AS SHOWN ON THE TYPICAL PAVEMENT SECTION DETAIL, SHALL BE STRICTLY ADHERED TO. 8. ROAD PLAN APPROVAL FOR SUBDIVISIONS IS SUBJECT TO FINAL SUBDIVISION PLAT VALIDATION. SHOULD THE FINAL PLAT FOR THIS PROJECT EXPIRE PRIOR TO SIGNING AND RECORDATION, THEN APPROVAL OF THESE PLANS SHALL BE NULL AND VOID. 9. ALL SIGNS OR OTHER REGULATORY DEVICES SHALL CONFORM WITH THE VIRGINIA MANUAL FOR UNIFORM TRAFFIC CONTROL DEVICES AND THE ALBEMARLE COUNTY ROAD NAMING AND PROPERTY NUMBERING ORDINANCE AND MANUAL. 10. TRAFFIC CONTROL OR OTHER REGULATORY SIGNS OR BARRICADES SHALL BE INSTALLED BY THE DEVELOPER WHEN, IN THE OPINION OF THE COUNTY ENGINEER, OR DESIGNEE, THEY ARE DEEMED NECESSARY IN ORDER TO PROVIDE SAFE AND CONVENIENT ACCESS. 11. THE SPEED LIMITS TO BE POSTED ON SPEED LIMIT SIGNS ARE 5 MPH BELOW THE DESIGN SPEED, OR AS DETERMINED BY VDOT FOR PUBLIC ROADS. 12. VDOT STANDARD CD-1 OR CD-2 CROSS -DRAINS UNDER TO BE INSTALLED UNDER THE SUBBASE MATERIAL AT ALL CUT AND FILL TRANSITIONS AND GRADE SAG POINTS AS SHOWN ON THE ROAD PROFILES. 13. A VIDEO CAMERA INSPECTION IS REQUIRED FOR ALL STORM SEWERS AND CULVERTS THAT ARE DEEMED INACCESSIBLE TO VDOT OR COUNTY INSPECTIONS. THE VIDEO INSPECTION SHALL BE CONDUCTED IN ACCORDANCE WITH VDOT'S VIDEO CAMERA INSPECTION PROCEDURE AND WITH A VDOT OR COUNTY INSPECTOR PRESENT. SITE PLAN NOTES 1. EXISTING MANHOLE FRAMES AND COVERS, VALVE BOXES AND COVERS, HAND HOLES, PEDESTALS, ETC. THAT ARE TO REMAIN, SHALL BE ADJUSTED OR RECONSTRUCTED, AS NECESSARY, TO MATCH FINISHED GRADES AT NO ADDITIONAL COST FROM THE BASE BID. 2. ACCESSIBLE PARKING SPACES AND ROUTES SHALL COMPLY WITH THE 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN DATED 15 SEPTEMBER 2010, OR THE LATEST EDITION IF AVAILABLE. THE PAVEMENT SLOPE WITHIN AN ADA ACCESSIBLE PARKING SPACE SHALL NOT EXCEED A MAXIMUM OF 2.0% IN ANY DIRECTION. 3. AN ACCESSIBLE ROUTE MAY NOT EXCEED A MAXIMUM RUNNING SLOPE OF 5% UNLESS A RAMP COMPLYING WITH ADA STANDARDS IS PROVIDED. 4. PAVEMENT REPAIR IN EXISTING STREETS SHALL BE PERFORMED IN ACCORDANCE WITH VDOT AND ALBEMARLE COUNTY STANDARDS AND SPECIFICATIONS. 5. ALL PIPES SHOWN AS HIGH -DENSITY POLYETHYLENE PIPE (HDPE) SHALL CONFORM TO AASHTO M294 (TYPE S) SMOOTH WALL INTERIOR PIPE. MATERIALS AND INSTALLATION SHALL BE IN ACCORDANCE WITH VDOT ROAD AND BRIDGE STANDARDS AND SPECIFICATIONS. CONTRACTOR COORDINATION NOTES 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FOR CONSTRUCTION. 2. PRIOR TO COMMENCEMENT OF CONSTRUCTION, THE CONTRACTOR SHALL VERIFY ALL PLAN DIMENSIONS, EXISTING UTILITY SIZES AND LOCATION, EXISTING TOPOGRAPHY AND OTHER SITE CONDITIONS ARE IN CONFORMANCE WITH THE PLANS. IF ANY DISCREPANCIES ARE FOUND, THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE OWNER AND ENGINEER TO DETERMINE THE COURSE OF ACTION TO ADDRESS THE DISCREPANCY. THE CONTRACTOR WILL BE CONSIDERED TO HAVE PROCEEDED AT THEIR OWN RISK AND EXPENSE IF THEY DO NOT NOTIFY THE OWNER AND ENGINEER TO SECURE GUIDANCE ON A CORRECTIVE ACTION. 3. THE CONTRACTOR SHALL COORDINATE ALL WORK WITHIN EXISTING EASEMENTS WITH THE OWNING UTILITY COMPANY A MINIMUM OF 30 DAYS PRIOR TO BEGINNING WORK IN THE EASEMENT, AND 30 DAYS PRIOR TO BEGINNING OF SITEWORK IF ADDITIONAL LEAD TIME WILL BE REQUIRED. CONTRACTOR TO ENSURE THAT THE GUIDELINES AND CONSTRUCTION STANDARDS OF THE OWNING UTILITY COMPANY HAVE BEEN MET. 4. CONTRACTOR IS TO ENSURE THAT ALL UTILITIES, INCLUDING WATER, SEWER, STORM, UNDERDRAINS, GAS, ELECTRIC, TELEPHONE, CABLE, AND ANY OTHER QUASI -PUBLIC UTILITIES ARE IN PLACE PRIOR TO CONSTRUCTION OF SUBBASE AND/OR PAVING. 5. CONTRACTOR TO PROVIDE A MINIMUM 5-FOOT HORIZONTAL SEPARATION FROM WATERMAINS AND SANITARY SEWER MAINS WHEN INSTALLING PROPOSED UNDERGROUND DRY UTILITIES, INCLUDING ELECTRIC, TELEPHONE, CABLE AND GAS. 6. THE CONTRACTOR SHALL BE AWARE AND IN POSSESSION OF ANY LETTERS OF PERMISSION FOR OFFSITE CONSTRUCTION ASSOCIATED WITH THE PLAN. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE MEANS AND METHODS OF CONSTRUCTION WORK WITH THE OWNER AND THE OFFSITE PROPERTY OWNER. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE RELOCATION OF ALL EXISTING UTILITIES THAT ARE IN CONFLICT WITH THE WORK, INCLUDING EXISTING UTILITY POLES AND GUY WIRES. 8. CONTRACTOR TO PROVIDE CERTIFIED SHOP DRAWINGS FOR ENGINEER REVIEW AND APPROVAL FOR SITE INFRASTRUCTURE PRIOR TO ORDERING STRUCTURES. ORDERING STRUCTURES PRIOR TO ENGINEER REVIEW AND APPROVAL SHALL BE DONE AT THE RISK OF THE CONTRACTOR. 9. CONTRACTOR SHALL VISUALLY INSPECT CONCRETE FORMS PRIOR TO PLACEMENT OF CONCRETE. IN THE EVENT THAT ADJUSTMENTS ARE NEEDED, CONTRACTOR TO NOTIFY ENGINEER PRIOR TO PLACING OF CONCRETE FOR FIELD REVIEW AND AGREEMENT ON ANY FIELD REVISION THAT MAY BE REQUIRED. ENGINEER TO PROVIDE REASONABLE AND TIMELY RESPONSE TO ALL INQUIRIES MADE BY THE CONTRACTOR. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL DURING CONSTRUCTION, INCLUDING PROVIDING FLAGGERS FOR WORK IN THE AVON STREET EXTENDED RIGHT-OF-WAY. 11. THE CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFYING THE ENGINEER IMMEDIATELY IF UNKNOWN UTILITIES THAT IMPACT THE CONSTRUCTION ARE DISCOVERED. 12. CONTRACTOR SHALL COMPLY WITH FENCING AND TREE PRESERVATION SIGNAGE REQUIRED BY ALBEMARLE COUNTY CODE. 13. CONTRACTOR SHALL COMPLY WITH ALL WETLAND PERMIT REQUIREMENTS AS SPECIFIED BY THE ARMY CORPS OF ENGINEERS AND/OR THE VIRGINIA DEQ. 14. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO AN EQUAL OR BETTER CONDITION THAN EXISTED BEFORE CONSTRUCTION. 15. CONTRACTOR TO REMOVE ALL CONSTRUCTION DEBRIS FOLLOWING COMPLETION OF CONSTRUCTION AND IMMEDIATELY REMOVE CONSTRUCTION DEBRIS AND MUD THAT HAS BEEN TRACKED ON TO THE SURROUNDING PROPERTIES. 16. CONTRACTOR SHALL BE LIABLE FOR REPAIR OF ANY DAMAGES ON PUBLIC OR PRIVATE PROPERTY CAUSED BY HIS CONSTRUCTION ACTIVITY, INCLUDING CURBS, GUTTER PAN, ASPHALT AND CONCRETE PAVEMENT. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR THE STORAGE OF LANDSCAPE MATERIALS PRIOR TO PLANTING AND PROVIDE A ONE-YEAR GUARANTEE ON ALL VEGETATION. SPECIAL EXCEPTION APPROVAL CONDITIONS SP-2018-07 Avon Sti-eet Extended (Albemat-le Umousine) pecia] Ilse JPerniit Con41itions 1. l evelopirient and use of the Property shall be in general accord with the conceptual plan entitled " anceptual Plaii / 1895 Avon Street Extendlxd" hercafter"Conceptual Plan") prepared byMichacl Myers, PE, CIN, dated July 18, 2019, as determined by the Director of planning and the Zoning AdnilnisL# ator. To be igi genera accord, deveIopment and use shaII reflect the folIowin g inajor eIcinents sIiownonthe CancoptunI Plant; a) Landscaping In gie 1Gcati ns shown on the plan; b) Screening coinprised of a screen fence (sliding gate), sereening fence, and landscaping; c Sidewalk along Avon Weet Extended right of way; d Loeatlon of"building addition and other structures; and Location and extent of parking areas. I A sidewalk rn ting County or VDOT specifications and designed to be consistent with any planned Gr existing sidewalk on adjoining properties shall be zonstrue,-ted to Provide- interparcel pedestriEw ounnection as sho rt on tfic Conceptual Plar1 prior to the issuance of a Certificate of Occupancy. 3, The budding mass, shape, Height, and amount of are h itectu ra I detail of the two-story building addition shall be siinIIar to the perspective renderings contained in the Project l arrat1ve, and shall be compatible with the existing bu i I d i ng,, as dete-n-ninod by the Director ofPlanning at the time ofBuiIdiijig PenTii� review. 4, Any repfacerncnt landscaping along the Avon Stl. t Extended frontage shall consist of streettrces and shruhs. to be approval with the Final Site Plan, Sly-201E-08 Avon Stmet Extend (Virginin Auto1 etaiIing) Special Use Perinit Conditions I, DeveIopinent and use of the Praperty sliall be in gcucraI accord wifli the concepluaI plan entitled 'LiConceptual Plan / 1895 Avon Streit Extended" (h reafter "Conceptual Plan") prepared Michael Myers, PE, CFM, dawd July 18, 2018, as determined by the Director of Planning mid the Z011ing AcdPn in istrator. To be in general accord, development and use shaI I roflectthe foIlow in major elcmci its shown o11 the ConceptaaI P1a11; a) Landscaping in the locations shown on the plan; b) Screening contprised of sc.reelt fence (sliding gate), screening fence, and landscaping; c) SIdewaIk along Avou Street Extcnded right of way; d) Location of building addition and other structures; and e Location and extent of parking areas. sidewalk jneeting County Or VDOT speaafieations and desipied to be consistent with any planned or existing sidewalk on adjoining properties shaIl be constructed to provide interpar'eel pedestrian connection as shown on the Conueplual Plan prior to the issuance of a Certificate of Occupancy. 3. The building mass, shape, hcight, and arltount ofarc hiteetural detail of the Ewo-story building addition shall be siniiIar to the perspective readerings contaitied is the Project Narrative, and shall be colnpatible with the existing building, as determined by the Director of Planning at the tirne of Building Permit review. 4. Any replacement landscaping along the Avon Street Extended friantage shall consist ofstreel trees and shrubs, to be approved with the Final Site Plat. P 01 00007 and SP201806008 1895 Avan Street Extended pecial Exmp ion IConditiows 1. The developing -,nt and use of the Prapetty within the disturbance bu Iffier zinne and side- yard s ltbaok area shaII he in generaI accord with the Special Exception request applicatlan materials (iiicIading Letter of JusIificabon and Coaceptual Plain lampai'ed mid suhirii[led by M r, MichaeI Dyers, PE, C 1r1 , dated lull+ 30, 2018. To be in general accord, the. development and use of the Property within the disturbance buffer zone and side yard setback area shz[l reflect (lie following major elements in the Special Exception 1 egvestappIicatioii materials: a. The location and extent oftho parking spaces and I)arking canopy; b, The area of m laimed laindscaping; and c_ The double row of evergreen shrubs rar screening the southern property boundary. ORDINANCE TABULATIONS PROPERTY INFORMATION TAX MAP AND PARCEL: OWNER/DEVELOPER: SITE AREA: SOURCE OF TITLE: BOUNDARY SURVEY: TOPOGRAPHIC SURVEY: DATUM: MAGISTERIAL DISTRICT: CO U NTY/STATE: ZONING: OVERLAY DISTRICT: FLOODPLAIN NOTE: ACSA JURSISDICTIONAL AREA NOTE WATER SUPPLY PROTECTION AREA: SITE CONDITIONS EXISTING USE: PROPOSED USE: BUILDING SQUARE FOOTAGE: VIRGINIAAUTO DETAILING ALBEMARLE LIMOSINE 90-35A1 AN H0LDI NGS, LLC, 175 SOUTH PANTO PS DRiVE, CHARLOTTESVI LLE, VA 22911 1.50 ACRES (65,340 SF) DB 4978 PG 125, PLAT DB 657 PG 232 ROGER RAY & ASSOCIATES DATED 6-11-2015 MERIDIAN PLANNING GROUP, PLC, DATED 3-4-2019 HORIZONTAL DATUM: NA❑ 1993, VERTICAL DATUM: NVAD 1989 SCOTTSVI LLE ALBEMARLE COUNTY, VIRGINIA LIGHT INDUSTRIAL (Ll) SP#2018-007 AND SP#2018-008, APPROVED 11-4-2018 MANAGED SLOPES, NOT IN ENTRANCE CORRIDOR THE PROPERTY IS LOCATED IN ZONE "X", AN AREA DETERMINED TO BE OUTSIDE THE 0.2%ANNUAL CHANCE FLOOD PLAIN AS SHOWN ON FEMA MAP NO. FEMA MAP N0.51003CO407D, EFFECTIVE DATE FEBRUARY 4, 2005. THE SITE IS CURRENTLY SERVED BY PUBLIC WATER THE SITE iS NOT LOCATED IN A WATER 5UPPLY PROTECTION AREA. STORAGE LIMOUSINE RENTAL (ALBEMARLE LIMOUSINE) AND AUTOMOBILE DETAILING (VIRGINIA AUTO DETAILING) EXISTING BUILDING (ONE STORY) EXPANSION (TWO-STORY) TOTAL GSF GSF 1,664 GSF 2,048 GSF 3,712 GSF NSF 1,331 NSF 1,638 NSF 2,970 NSF LAND COVER EXISTING PROPOSED IMPERVIOUS 27,781 SF 25,468 SF PERVIOUS_ 37,559 SF 39,872 SF TOTAL 65,340 SF 65,340 SF PERCENT IMPERVIOUS 43% 39% 4% REDUCTION iN IMPERVIOUS AREA TRAFFIC GENERATION: (PER ITE TRIP GENERATION MANAAL 9TH EDITION) AUTOMOBILE DETAILING 4.46 VPD/1,000-SF = 8 TRIPS PER DAY AT 1,664-SF [USE CODE 9421 LIMOUSINE RENTAL 3.11 VPD/1,000-SF =12 TRIPS PER DAY AT 3,712-SF [USE CODE 9431 TOTAL NUMBER OF TRIPS 20 VPD YARDS FRONT- MINIMUM 10 FEET FROM THE RIGHT-OF-WAY OR THE EXTERIOR EDGE OF THE SIDEWALK IF THE SIDEWALK IS OUTSIDE OF THE RIGHT-OF-WAY, FOR OFF-STREET PARKING OR LOADING SPACES, 10 FEET FROM ANY PUBLIC RIGHT-OF-WAY FRONT- MAXIMUM NONE SIDE AND REAR - MINIMUM NONE, EXCEPT 30' PARKING SETBACK ALONG SOUTHERN PROPERTY LINE ADJACENT TO RESIDENTIAL DISTRICT. NOTE: 2 SPECIAL EXCEPTIONS APPROVED 11/14/18 APPROVED TO ALLOW MODIFICATION PARKING SETBACK BUILDING HEIGHT MAXIMUM BUILDING HEIGHT 65 FEET, STEPBACKS REQUIRED FOR ANY STORY > 40 FEET PROPOSED BUILDING HEIGHT TWO STORY FOR BUILDING ADDITION PARKING TABULATIONS REGULAR PARKING USE# 1: LIMOUSINE RENTAL OFFICE (1 SP/200 NSF) OFFICE NSF 1,638 NSF REQUIRED SPACES 8 SPACES PLUS ADEQUATE PARKING FOR FLEET 6 COACH, 9 REGULAR USE #2: AUTO DETAILING- USE AUTOMOBILE SERVICE STATION RATE (1 SP PER EACH EMPLOYEE PLUS 2 SPACES PER SERVICE STALL) 5 EMPLOYEES AND 3 STALLS 11 SPACES TOTAL REQUIRED PARKING 19 SPACES PLUS FLEET PARKING TOTAL PROVIDED PARKING 20 SPACES PLUS FLEET PARKING ADA PARKING NUMBER OF PARKING SPACES PROVIDED IN FACILITY MINIMUM # ACCESSIBLE SPACES 1-25 SPACES i VAN ADA PARKING PROVIDED 1 VAN LOADING SPACES LOADING SPACES REQUIRED (1 SPACE FOR FIRST 8,000 SF) NONE REVISIONS # DESCRIPTION DATE © 2020 - 30 SCALE, LLC A I 30 SCALE owners: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com UJI z z Z) Q J 0 LU J Q w J Q G W m J Q r-I Q L!i M I O 01 0L G r�� ." >/711', o M i L F. S Lic. No. 33028 01 /06//2020 sheet title: ORDINANCE TABULATIONS sheet # 2 OF 9 scale: 1"=20' date: 1/6/2020 i © 2020 - 30 SCALE, LLC 45EX I I I I44EX 1 EX. 15" INV= 41.74 I OWNER: P.D.P.D.,LLC DB 3508 PG 160 TMP: 90-35 r ZONE: LI USE: INDUSTRIAL PARK APPROX EX. SAN EX. RIP -RAP SEW LATERAL SLOPE \% up — — Gr 0 EX. (4) SCREENING I I SHRUBS I I D oz� z 0, c� cn o I 0 1uA� D rnol I C7 N 44 _\ I 0 o � I --EDGE PAVEM —11 ENTRANCE \ I 0 SYMBOLS EXISTING PROPOSED EX. CURB TO REMAIN 1 EX. FRAME BUILDING EX. SAN SEW LATERAL EJECTOR PUMP TO REMAIN EX. 1—STORY FRAME BUILDING #1895 o \ o - 10' MIN PARKING/BUILDING SETBACK LINE �\ I \�I I I o _ 0 0 GRASS DITCH LINING PER VESCH 3.32 0 VDOT STD. EC-3 DITCH LINING --498-- —12— CONTOUR LINE WITH ELEVATION <� 27; 12 L—J STORM SEWER STRUCTURE IDENTIFIER 5 O5 SANITARY SEWER STRUCTURE IDENTIFIER CC5 O OO OO 98 * 04 qTC (� qqTC Lam. 0 Cf 4- 0 W • �� CG-6 (CURB AND GUTTER) CG-2 (HEADER CURB) # OF PARKING SPACES BENCHMARK, TEST PIT MANHOLE WITH FRAME AND COVER SPOT ELEVATION ADA PARKING SYMBOL WATER CROCK/METER FIRE HYDRANT WATER VALVE WATERMAIN SANITARY SEWER MAIN STORM SEWER PROPERTY LINE/RIGHT-OF-WAY LINE CENTER LINE FENCE LINE EASEMENT LINE EX. CONCRETE RETAINING WALL EDGE OF EX. ASPHALT EX. ASPHALT EX. RIP —RAP DITCH EX. 12" HDPE / f INV=633.35 LX\ \ d 1 \ \ 1 p dD d D d d D p d 1 0 D d \ I d d D p D \ D d D p d EX. CONC'PADpd d�pd TO REMAIN d d D \ D p d d D D 1 °d d p d D 1 7D— d d I EX. COMPACTED GRAVEL / EX. CONCRETE (TO REMAIN) CURVE DELTA RADIUS ARC TANGENT CHORD CHORD BEARING C1 8'40'30" 788.51 119.38 59.81 119.27 S 09'58'20" W TRW AC ACRE ACSA ALBEMARLE COUNTY SERVICE AUTHORITY ADA AMERICANS WITH DISABILITIES ACT ARV AIR RELEASE VALVE BF BASEMENT FLOOR BM BENCH MARK BW BOTTOM OF WALL (AT GROUND LEVEL) CFS CUBIC FEET PER SECOND CG-12 ADA ACCESSIBLE CURB RAMP (VDOT STANDARD) CL CLASS CMP CORRUGATED METAL PIPE CO SANITARY SEWER CLEANOUT CONC CONCRETE CY CUBIC YARDS D DUMPSTER DB/PG DEED BOOK/PAGE DEQ VIRGINIA DEPARTMENT OF ENVIRONMENTAL QUALITY DIP DUCTILE IRON PIPE DOM DOMESTIC E&S EROSION AND SEDIMENT CONTROL EL, ELEV ELEVATION EM ELECTRIC METER ESMT EASEMENT EW END WALL EX EXISTING FF FIRST FLOOR FH FIRE HYDRANT FM FORCE MAIN FPS FEET PER SECOND FT ABOVE -GROUND FUEL TANK G UNDERGROUND GAS LINE GSF GROSS SQUARE FEET GW GUY WIRE HDPE HIGH -DENSITY POLYETHYLENE PIPE HP HIGH POINT HT HEIGHT INV INVERT IF IRON FOUND IS IRON SET L LENGTH LAT LATERAL LF LINEAR FEET LP LOW POINT LT LEFT MAX MAXIMUM EX. TREEL LIMITS OF COMPACTED GRAVEL 30' SIDE PARKING SF�YBAC 0 WNW' SPRING TALL LAND DE VEL OF'MENT, LL C DB 4571 PG 421 TMP: 90-28 / ZONE: NMD USE: SE: VACANT EXISTING CONDITIONS PLAN MH MANHOLE MIN MINIMUM NSF NET SQUARE FEET OH OVERHEAD ELECTRIC PC POINT OF CURVATURE PERF PERFORATED PL PROPERTY LINE PROP PROPOSED PSI POUNDS PER SQUARE INCH PT POINT OF TANGENCY PVC POINT OF VERTICAL CURVATURE PVC POLYVINYL CHLORIDE PIPE PVI POINT OF VERTICAL INTERSECTION PVT POINT OF VERTICAL TANGENCY R RADIUS R/W RIGHT-OF-WAY RCP REINFORCED CONCRETE PIPE RED REDUCER RT RIGHT RTE ROUTE RWSA RIVANNA WATER SERVICE AUTHORITY SAN SANITARY SEWER SD SIGHT DISTANCE SDR STANDARD DIMENSION RATIO STA STATION SVC SERVICE SW SIDEWALK SWM STORMWATER MANAGEMENT T TRANSFORMER TBR TO BE REMOVED TC TOP OF CURB TP TELEPHONE PEDESTAL TW TOP OF WALL UG UNDERGROUND UGE UNDERGROUND ELECTRIC UGU UNDERGROUND UTILITY UP UTILITY POLE VDOT VIRGINIA DEPARTMENT OF TRANSPORTATION VESCH VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK VSMP VIRGINIA STORMWATER MANAGEMENT PROGRAM WM WATER METER WTR WATER WV WATER VALVE REVISIONS # DESCRIPTION DATE S64'31'36"E 582.60' — — :rW <n m m EXISTING WOODED AREA IS A MIX OF EVERGREEN AND DECIDUOUS TREES N — 1\� 1 — 1 I — S64'31'36"= 582.60' — — 1 1 I I I I EXISTING WOODED AREA I I IS A MIX OF EVERGREEN ll l) o I I AND DECIDUOUS TREES I I D Z m NOTE: EXISTING TOPOGRAPHY IN WOODED AREA IS TAKEN FROM ALBEMARLE COUNTY GIS, CONTOUR INTERVAL, 4 FEET 0 20 40 60 SCALE: 1 "=20' to OWNER: P.D.P.D.,LLC 1 DB 3508 PG 160 TMP: 90-35 00 ZONE: LI i0 N USE: INDUSTRIAL PARK IVY I NOTE: EXISTING TOPOGRAPHY IN WOODED AREA IS TAKEN FROM ALBEMARLE COUNTY GIS, CONTOUR INTERVAL, 4 FEET �N EXISTING CONDITIONS PLAN 30 SCALE owners: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com r—I Q M i O 0L 2 o M I L F. S Lic. No. 33028 01 /06//2020 �'�' S sheet title: EXISTING "ON DITIONS CLAN sheet # 3 OF9 scale: 1"=20' date: 1 1/6/2020 MA © 2020 - 30 SCALE, LLC LL 0 0 00 z z Ca 3 I OWNER: P.D.P.D.,LLC DB 3508 PG 160 TMP: 90-35 ZONE: LI USE: INDUSTRIAL PARK APPROX EX. SAN EX. RIP -RAP SEW LATERAL 36.3 PVT WIpTH SLOPE U uvi 27.1' PVMT- 14 8 1 <C5,\ 1 0 o O *4' BUFFER CD STRIP s 18.0' 20.0' *CURB AND GUTTER O� *CG-12B \ °a� � 18.0 0 0 Q ° C5 � W 28.5' EX. 15" CMP c�2 INV=641.74 ° X.�Wm STOP SIGN EX. CURB 18.0' -TO REMAIN NO PARKING W FIRE LANE W oz o PROVIDE PAINTED � �� r� 38' R LETTERING TO W u) \ MARK FIRE LANES 00 oz 0 min PROP. h� , 1 EP 0' EDGE OF PAVEMENT 0 EX. C -11 ENTRANCE „ Cry ' ^\5 1 os 0 CLOSEST FIRE HYDRANT IS WITHIN 250 FEET FROM THE BUILDING �z 31'36"E 582.60' EXISTING WOODED AREA IS A MIX OF EVERGREEN AND DECIDUOUS TREES LAYOUT PLAN EX. FRAME BUILDING EX. SAN SEW LATERAL EJECTOR PUMP TO REMAIN EX. CONCRETE RETAINING WALL EX. RIP -RAP DITCH ABOVE -GROUND FUEL TANK NEW BLD WALL DUMPSTER EX. 12" HDPE f INV=633.35 10' MIN - - - - - - - - - - - PROPERTY LINE 52.0' - 32 0° -` w n N n N FL ET PA KING # ° I N N O(I O(A EX. BUILDING 1-STORY FT ° u U 0 D 0 D � o 1,664 SF N TWO-STORY ADDITION o � ° N � N = N o = N 10.0' 3 SERVICE STALLS ° 0 2,048 GSF ° z_ z z o z z� z 5' ASPHALT WALK HEIGHT=24' EX. CONC PAD z o ° m m M m m 'ADA VAN PARKING SIGN TO REMAIN ° °O AO O O �- 31 0' �i ° ° CC) C) � p 0 20 40 60 SCALE: 1 "=20' SPOOL NO PARKI � ° ° ° N EP ° EDGE OF EX. 12.0'(TYP) ASPHALT FARE SANE Ad� EX. ASPHALT o EX. COMPACTED GRAVEL VINYL O SLIDING GATE PROP. PARKING CANOPY (12 -14 HT.) 20.0 9•p 6 1 � 6 c 10.0' ll 4)1 00 EX. CONCRETE (TO REMAIN) \o'GG O 10' MIN PARKING/BUILDING y� SETBACK LINE �� \ o o 0 \ Io vi OWNER: P.D.P.D.,LLC 1 DB 3508 PG 160 TMP: 90-35 00 ZONE: LI N N USE: INDUSTRIAL PARK U) I I I I NE 1 \F \F PHASING NOTES PHASE 1 NO NEW BUILDING CONSTRUCTION WILL OCCUR. PHASE 1 SHALL INCLUDE: 1. STRIPING OF PARKING LOT SPACES AND FIRE LANES. 2. INSTALLATION OF LANDSCAPING AND SLIDING GATE. 3. CONSTRUCTION OF AVON STREET FRONTAGE IMPROVEMENTS.OR BONDING. 4. CONSTRUCTION OF PARKING CANOPY (OPTIONAL -MAY INSTALL IN PHASE 2) PHASE 2 PHASE 2 WILL INCLUDE CONSTRUCTION OF THE TWO-STORY BUILDING ADDITION. IT SHALL INCLUDE SUBMITTAL OF A BUILDING PERMIT WITH NEW FIXTURE COUNTS FOR VERIFYING ADEQUACY OF WATER AND SEWER SERVICE. EX. TREELINE LAYOUT PLAN *AVON STREET EXTENDED FRONTAGE IMPROVEMENTS COORDINATION NOTE THE OWNER IS COORDINATING THE CONSTRUCTION OF THE CURB AND GUTTER AND SIDEWALK IN THE AVON STREET EXTENDED RIGHT-OF-WAY WITH THE CONTRACTOR THAT WILL BE INSTALLING THE FRONTAGE IMPROVEMENTS FOR THE ADJACENT SPRING HILL PROJECT TO THE SOUTH. THE OWNER WILL PROVIDE A BOND TO COVER THE COST OF THE FRONTAGE IMPROVEMENTS IF CONSTRUCTION HAS NOT OCCURRED PRIOR TO THE APPROVAL OF THIS SITE PLAN. PLEASE NOTE THE SIDEWALK WILL NOT EXTEND TO THE NORTHERN PROPERTY TERMINUS DUE TO THE NEED TO MAINTAIN THE EXISTING DRAINAGE DITCH THAT CONVEYS RUNOFF FROM THE RIGHT-OF-WAY TO THE EXISTING 15" CULVERT. 60' VDOT R/W (AVON STREET EXTENDED) f14.8' CURB TO PL 4' GRASS 5' CONC. STRIP SIDEWALK PROP. VDOT STD. CG-6 y SAW CUT EXISTING PAVEMENT AND CONSTRUCT CURB AND GUTTER - REFER TO VDOT STD. WP-2 ON SHEET 9 2.0% EX. GRADE LIMITS OF COMPACTED GRAVEL 30' SIDE PARKING SETBACK OWNER: SPRING HILL LAND DEVELOPMENT,LLC DB 4571 PG 421 TMP: 90-28 ZONE: NMD USE: VACANT BUILDING INSPECTION NOTES 1. RETAINING WALLS GREATER THAN 3 FEET IN HEIGHT REQUIRE A SEPARATE BUILDING PERMIT. WALLS EXCEEDING 4 FEET IN HEIGHT REQUIRE A STAMPED ENGINEERED DESIGN ALSO. 2. ACCESSIBLE PARKING SPACES AND ACCESS AISLES SHALL NOT HAVE A SURFACE SLOPE GREATER THAN 1:48. ACCESS AISLES SHALL BE AT THE SAME LEVEL AS THE PARKING SPACES THEY SERVE. 3. ALL WATER LINES, SEWER LINES, AND FIE LINES FROM THE MAIN TO THE STRUCTURE MUST HAVE A VISUAL INSPECTION PERFORMED BY THE BUILDING DEPARTMENT. 4. ALL ROOF DRAINS HALL DISCHARGE IN A MANNER NOT TO CAUSE A PUBIC NUISANCE AND NOT OVER SIDEWALKS. FIRE AND RESCUE NOTES 1. A KNOX BOX FOR FIRE AND RESCUE ACCESS IS REQUIRED. LOCATION OF KNOX BOX IS TO BE COORDINATED WITH THE FIRE MARSHAL'S OFFICE. 2. THE BUILDING HEIGHT WILL BE LESS THAN 30'. w z J >_1 w � a_ 0 Elf a_ 5.M:18JIA►261111I PROVIDE POSITIVE DRAINAGE IN EXISTING DITCH TO EXISTING CULVERT TYPICAL SECTION - AVON STREET EXTENDED 30 SCALE owners: ANG HOLDINGS, LLC S64'31 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE E PALMYRA, VA 22963 I' p: 434.242.2866 e: mike@30scale.com web: www.30scale.com D r z m N m m N64'37 W 550.7_1r__ SITE PLAN NOTES 1. THE SITE IS CURRENTLY DEVELOPED WITH A GRAVEL PARKING AREA AS SHOWN ON THE PLANS. THE GRAVEL PARKING AREA HAS BEEN IN PLACE FOR APPROXIMATELY 22 YEARS AND HAS BEEN COMPACTED OVER THE YEARS. PER DEQ CONSIDERATIONS, THE EXISTING GRAVEL YARD IS TREATED AS IMPERVIOUS SURFACE. THE APPLICANT IS PROPOSING TO PAVE THE GRAVEL PARKING AREA WITH ASPHALT. APPROXIMATELY 2,100 SF OF PERVIOUS AREA WILL BE ADDED VIA LANDSCAPED ISLANDS AFTER DEVELOPMENT. 2. FOLLOWING DEVELOPMENT, THE DRAINAGE PATTERNS WILL REMAIN UNCHANGED. RUNOFF WILL CONTINUE TO DISCHARGE VIA SHEET FLOW ALONG THE SOUTHERN AND EASTERN EDGE OF THE DEVELOPED AREA. 3. SINCE THE DISTURBED AREA IS LESS THAN 10,000-SF THIS SITE IS EXEMPT FROM THE REQUIREMENTS OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM. 4. THERE IS AN EXISTING WOODED AREA LOCATED AT THE EAST END OF THE SITE. 5. THE EXISTING RIP -RAP DITCH LOCATED ALONG THE NORTHERN SITE PERIMETER FLOWS TO THE EAST TO AN EXISTING STORMWATER MANAGEMENT FACILITY LOCATED ON THE ADJACENT INDUSTRIAL PARK PROPERTY. 6. THE APPLICANT DOES NOT INTEND TO INSTALL LIGHTS THAT EMIT MORE THAN 3,000 LUMENS SO A PHOTOMETRIC PLAN IS NOT REQUIRED. 7. THERE IS AN EXISTING WATER METER AND DOMESTIC SERVICE LINE THAT PROVIDES WATER SERVICE FOR THE SITE. FIXTURE COUNTS WILL BE PROVIDED WITH THE BUILDING PERMIT SUBMISSION TO DETERMINE IF THE EXISTING METER IS ADEQUATE FOR THE WATER USAGE NEEDS. 8. THERE IS AN EXISTING EJECTOR PUMP THAT PROVIDES SEWER SERVICE TO THE SITE. THE APPLICANT INTENDS TO USE THE EXISTING LATERAL FOR THE PROPOSED DEVELOPMENT. 9. THE AUTO DETAILING COMPONENT OF THE USE MAY USE WATER TO RINSE VEHICLES. THE RINSING OF VEHICLES WILL OCCUR WITHIN THE SERVICE BAY AREA OF THE EXISTING BUILDING. OIL/GRIT SEPARATORS, IF REQUIRED BY CODE WILL BE PROVIDED UNDER A SEPARATE BUILDING PERMIT. 10. THE EXISTING CANOPY TREES WITHIN THE SIDE YARD SETBACK AREA THAT CURRENTLY PROVIDE SCREENING SHALL BE PROTECTED DURING CONSTRUCTION, AND SHALL BE MAINTAINED TO INCREASE AND PRESERVE THE HEALTH OF THE TREES; INCLUDING BUT NOT LIMITED TO CUTTING AND/OR REMOVING THE VINES GROWING UP THE TREE TRUNKS AS REQUESTED BY THE ALBEMARLE COUNTY PLANNING COMMISSION DURING THE PUBLIC HEARING TO DISCUSS SPECIAL EXCEPTION REQUESTS TO MODIFY THE SIDE YARD SETBACK AND DISTURBANCE BUFFER ZONE ON SEPTEMBER 25, 2018. REVISIONS # DESCRIPTION DATE < r-I L!i M O O1 CL 2 H o M I L F. S Lic. No. 33028 01 /06//2020 sheet title: _AY O U T PLAN sheet # 4 OF9 scale: 1"=20' date: 1 1/6/2020 MA U 0 J a w 0 a w J J > V) 0 U Ln © 2020 - 30 SCALE, LLC a XP LL 0 00 .i cW G Q Z 0 0 00 LLI a V) 0 m MAINTAIN CONVEYANCE OF AVON STREET EXTENDED RUNOFF FLOWING OWNER: P.D.P.D.,LLC DB 3508 PG 160 TMP: 90-35 ZONE: LI USE: INDUSTRIAL PARK APPROX EX. SAN EX. RIP -RAP SEW LATERAL SLOPE U TO THE EXISTING DITCH BEHIND THE 1 PROPOSED SIDEWALK AND FLOWING ° TO THE EXISTING CULVERT I " 4) ° I 0 ° 45 1 s I D <' LIMITS OF CLEARING AND GRADING (975 SF) I448 1 ° 1 z SLOPES PER COUNTY GIS 4i ' 1 43 ° � w Q EX. 15" 'IMP ` a cat WM INV=641.74 �° X.�,���� i o' \ ° W �, 1 I ► 0 EX. TO CURB REMAIN W H \ Ex CDW CD -� W I °� O �W ua ) ems, ua 6 -A 0 1 � I G J, \� . � EX 0--4`EX � I EDGE OF v EX. FRAME BUILDING ILEX. CONCRETE r-EX. SAN SEW RETAINING WALL LATERAL EJECTOR PUMP TO REMAIN EX. BUILDING (1-STORY) 1 664 SF EX. RIP -RAP DITCH -LIMITS F CLEARING AND GRADIN (1,406 SF) EX. 12" HDPE f INV=633.35 .� ,. , FT D rikeL'6 o a 3 SERVICE STALLS TWO-STORY ADDITION a 2,048 GSF EX. FF=t636.5 HEIGHT=24' EX. CONC'PADo FF=636.5 TO REMAIN I IiL36- % EDGE OF EX. ASPHALT EX. COMPACTED GRAVEL i 01 \ D / I EX. TREELINE O'S0 / ► EX. CONCRETE EX. ASPHALT SLIDING \,AN`(L GATE \ e I PP(3ERND F RUN�� 5\ E SHEE3 F\N ENE BENCHMARK I I I\ DRP\NAG CHANGE N,ERO cpos`p SS NAIL IN PVMT MP\N ON V\P NO BE DE pF GRP EL=628.11 I REpw pFFS\Z RUNpFF W\E AD 1013p k E NN\ZN v0 S _ VE pPMEN3 \S PNO � � � M I ( DO / A 0000' / - a LIMITS OF COMPACTED — � ► (TO REMAIN) PAVEMENT � 1 � w— — — — — — — o F - EX. C -11 ENTRANCE ° T o LIMITS OF CLEARING AND / P w o N5 GOBS o -10' MIN PARKING/BUILDING GRADING (1,867 SF) SETBACK LINE NOTE: EXISTING TOPOGRAPHY IN WOODED AREA IS TAKEN � / FROM ALBEMARLE COUNTY GIS, CONTOUR INTERVAL, 4 FEET o I GRADING PLAN S64'31'36"E 582.60' EXISTING WOODED AREA IS A MIX OF EVERGREEN AND DECIDUOUS TREES Io I� OWNER: P.D.P.D.,LLC DB 3508 PG 160 m C) TMP: 90-35 � 00 ZONE: LI CAI 00 N USE: INDUSTRIAL PARK m IN m I NOTE: EXISTING TOPOGRAPHY IN WOODED AREA IS TAKEN FROM ALBEMARLE COUNTY GIS, CONTOUR INTERVAL, 4 FEET \F \F GRADING PLAN IS -4n' S64'31'36"E 5 I ry' I��ill�l�l �FIN E RII 30' SIDE PARKING S T BACK \ O / 6�8 6,\p� /O MANAGED SLOPES PER / ALBEMARLE COUNTY GIS N64'3111 550.717- OWNF'R: SPRING FILL LAND DEVELOFMENT,LLC � DB 4571 PG 421 TMP: 90-28 ZONE: NMD USE: VACANT SLIDING GATE DETAIL N TS LIMITS OF CLEARING AND GRADING = 41843 SF EXISTING V IS A MIX ( AND DECID REVISIONS # DESCRIPTION DATE 0 20 40 60 SCALE: 1 "=20' 30 SCALE owners: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com W z Z Z) ao W J Q w Z J LL G W m J Q Q m I 0 H LT 0 o MI L F. S Lic. No. 33028 01 /06//2020 V `SS / ON ;\ L Fl``i sheet title: GRADING PLAN sheet # 5 OF9 scale: 1"=20' date: 1/6/2020 C7 z D 0 w J a w m J Q © 2020 - 30 SCALE, LLC OWNER: P.D.P.D.,LLC DB 3508 PG 160 TMP: 90-35 ZONE: LI I USE: INDUSTRIAL PARK I \ LIMITS OF CLEARING AND 1 GRADING (1,406 SF) I451 449 T / 1 AR — 1 1 E- - _--�-- --....................... / I , EX. BUILDING (1-STORY) ° _ �, ISLAND #1 1,664 SF TWO-STORY ADDITION d I 1 1 1 144 SF ----- 3 SERVICE STALLS 2,048 GSF I I I I 1 1 1 1 1 1 LIMITS OF CLEARING 1. 1 D �° I HEIGHT=24' °d I 1 I I I I AND GRADING 975 SF 44EX 8 I \ �< d ° D d 0 I I I I I O 1 1 Lj•, � 11 X 1 'I w 1 a u ISLAND #4 = 56 SF I / �z 44- i Ex \ --- (PLANTER) 11 SF . j—�� '�� MI S F LE/RING / w ' o I 5 JN AREA=� 9 �g i / AV RAUIN(5�F)/ � � w � Ex d .. AREA 0� P "' _ � wo oz 1 \ X 31D ISLAND #5 283 SF / o G, ISLAND #2 = ' w 7U) 238 SF 1 �� 1, I ISLAND I LA= � 1� � / / / I a I 276 SF 0-1I 1/R I _ I PROPOSED DOUBLE ROW OF IvcJ� EVERGREEN SHRUBS TO SCREEN THE 11 RC — `— — — — — SOUTHERN PROPERTY BOUNDARY— — �� — — — — — — — — — — — — — N64'31 I EX. 30" SPECIMEN ASH LIMITS OF CLEARING AND / / ° TREE TO BE COUNTED GRADING (1,867 SF) / / / OWNER: SPRING iilL Y o TOWARDS STREET TREE / , L LAND DEVELOFMENT,LLC I \ LANDSCAPING / DB 4571 PG 421 TMP: 90-28 z ZONE. NMD ° W s USE: VACANT 1 = 2 STRANDS l/ GALVANIZED WIRE "-g" TWISTED FOR SUPPORT RUBBER HOSE UPRIGHT STAKES REMOVE BURLAP, WIRE & ROPE FROM ,--TOP HALF OF BALL if8 DEPTH OF 7 —3" SA€JrFR BALL hAAX 2"-3" MULCH FILL +� •-ram ���� �i:°'*a• +.*•* � .yam, v • �** *** BEYOND ROOTBALL - r r TO FIRM BEARING DECIDUOUS TREE PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) REMOVE BURLAP FROM TOP 113 OF ROOT BALL LL v 0 00 TAMP OR WATER TOPSOIL — MIXTURE AT 6" INTERVALS; z WATER THOROUGHLY THEN 3 ■ HOLE: IS 2/3 PULL v 0 0 00 x U w a U 0 m AL � A s 3" MULCH —3" EARTH BERM TO FORM SAUCIrR -BACKFILL MIN FAIN iB" BEYOND RWTSALE LOOSEN SQ5S0IIr AT Bomm OF !rXCAVA1IGI4 a, m,NlmUM BETWEEN ____�­ �r��� ' ���� i�'�.'e ���� �i�\\ �� TO 6- RAIN DEPTH, TAMP BALL AND BOTTOM OF EX CAVATI 0 N EVERGREEN SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) LANDSCAPE SYMBOLS LARGE SHADE TREE DECIDUOUS SHRUB EVERGREEN SHRUB 0 PARKING LOT ISLAND AREA 0 PARKING LOT CIRCULATION AREA LANDSCAPE NOTES 1. THE CONTRACTOR SHALL PROVIDE ALL PLANTS, LABOR, EQUIPMENT, SUPPLIES, MATERIAL, TRANSPORTATION, HANDLING AND STORAGE, AND PERFORMING ALL OPERATIONS IN CONNECTION WITH THE CONSTRUCTION OF THE LANDSCAPING IMPROVEMENTS AS SHOWN ON THE PLANS. 2. ALL PLANTS SHALL BE TRUE TO SPECIES AND VARIETY, AND SIZE AS INDICATED ON THE LANDSCAPE SCHEDULE, AND SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICES. 3. PLANTS SHALL HAVE A STANDARD BALANCE BETWEEN HEIGHT, CROWN SPREAD, DIAMETER AND ROOT BALL SIZE ACCORDING TO THE ANSI Z60.1. ALL PLANTS SHALL BE TYPICAL OF THEIR SPECIES OR VARIETY. 4. PLANTS SHALL BE SO TRAINED IN DEVELOPMENT AND APPEARANCE AS TO BE COMPACT AND SYMMETRICAL. THEY SHALL BE SOUND, HEALTHY, VIGOROUS, WELL -BRANCHED, AND DENSELY FOLIATED WHEN IN LEAF. PLANTS SHALL BE FREE OF DISEASE AND INSECT ADULTS, EGGS, PUPATE, OR LARVAE. THEY SHALL HAVE HEALTHY, WELL DEVELOPED ROOT SYSTEMS AND SHALL BE FREE FROM PHYSICAL DAMAGE OR OTHER CONDITIONS THAT WOULD PREVENT THRIVING GROWTH. 5. MULCH SHALL CONSIST OF SHREDDED BARK MULCH, WOOD CHIPS OR ROCK MULCH AS SPECIFIED ON THE DRAWINGS. MATERIAL SHALL BE UNIFORM IN SIZE, COLOR, QUALITY AND OVERALL APPEARANCE. MULCH SHALL BE FREE OF MATERIAL INJURIOUS TO PLANT GROWTH. SOURCES OF MULCH SHOULD BE FREE OF WEEDS AND INVASIVE PLANT PARTS OR SEEDS. SAWDUST, DIRT, GARBAGE, OR OTHER DEBRIS MIXED IN THE MULCH IS NOT ACCEPTABLE. 6. PLANTING SHALL BE DONE WHEN TEMPERATURES ARE ABOVE FREEZING, THE GROUND IS FROST FREE, AND THE SOIL IS IN A WORKABLE CONDITION. UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER, PLANTING OF TREES SHALL BE DONE BETWEEN MAY 1 AND OCTOBER 1. 7. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, SUPPLIES AND EQUIPMENT REQUIRED TO ESTABLISH, MAINTAIN, AND PROTECT THE PLANTED AND SEEDED AREAS, FOR A ONE-YEAR PLANT ESTABLISHMENT PERIOD FROM DATE OF ACCEPTANCE OF THE INITIAL PLANTING OPERATIONS. HOWEVER, MAINTENANCE ACTIVITIES SHALL COMMENCE IMMEDIATELY AFTER EACH ITEM IS PLANTED OR WHEN AREAS HAVE BEEN SEEDED. 8. NO SUBSTITUTES SHALL BE ACCEPTED, EXCEPT WITH THE WRITTEN PERMISSION OF THE ENGINEER. THE CONTRACTOR SHALL SUBMIT ALL SUBSTITUTION REQUESTS, NOTING THE SOURCE OF PLANTS, LOCATION, SIZE, AND CONDITION, WITHIN THIRTY (30) DAYS OF RECEIVING THE NOTICE TO PROCEED. 9. ALL AREAS THAT ARE STEEPER THAN 3H:1 V ARE TO BE PLANTED WITH LOW MAINTENANCE GROUND COVER THAT DOES NOT REQUIRE MOWING. 10. THE EXISTING CANOPY TREES WITHIN THE SIDE YARD SETBACK AREA THAT CURRENTLY PROVIDE SCREENING SHALL BE PROTECTED DURING CONSTRUCTION, AND SHALL BE MAINTAINED TO INCREASE AND PRESERVE THE HEALTH OF THE TREES -INCLUDING BUT NOT LIMITED TO CUTTING AND/OR REMOVING THE VINES GROWING UP THE TREE TRUNKS -AS REQUESTED BY THE ALBEMARLE COUNTY PLANNING COMMISSION DURING THE PUBLIC HEARING TO DISCUSS SPECIAL EXCEPTION REQUESTS TO MODIFY THE SIDE YARD SETBACK AND DISTURBANCE BUFFER ZONE ON SEPTEMBER 25, 2018. TREE COVER COMPUTATIONS REQUIRED TREE COVER SITE AREA 65,340 SF 10%TREE COVER REQUIRED 6,5345F PROVIDED TREE COVER EXISTING TREE COVER 28,161 SF PROPOSED TREE COVER 1,336 SF TOTAL TREE COVER 29,497 SF OK INTERIOR PARKING LOT LANDSCAPING PHASE 1 PARKING LOT IMPERVIOUS AREA 19,837 5F 5% PARKING LOT LANDSCAPING REQUIRED 992 SF SHADE TREES (1/10 SPACES) FOR 22 SPACES 3 TREES PARKING LOT LANDSCAPING PROVIDED 997 SF ❑K PARK]NG LOT SHADE TREES PROVIDED 3 TREES ❑K STREET TREES REQUI RRMENT: 1 LARGE TREE PER 50 FEET OF STREET FRONTAGE AVON STREET EXT ROAD FRONTAGE (220 FEET) 111 TREES REQUIRED STREET TREES 2 TREES PROVIDED STREET TREES 2 TREE5 OK PARKING LOT ISLAND AREAS AREA# SF 1 144 2 238 3 276 4 56 5 283 TOTAL 997 SF REVISIONS # DESCRIPTION DATE 0 20 40 60 SCALE: 1 "=20' 7 — — S64'31'36"E 5 550.71 LANDSCAPE SCHEDULE COMMON NAME/ MIN CAL/ UNIT TOTAL SYMBOL CITY BOTANICAL NAME MIN HT ROOT CANOPY CANOPY SHADE TREES AR 1 ACRE RUBRUM "ARMSTRONG" "ARMSTRONG" RED MAPLE ZS 2 ZELKOVASERRATA "GREEN VASE" "GREEN VASE" ZELKOVA 1-1/2" - 1-3/4" B&B 1-1/2" - 1-3/4" B&B 44 SF/U N IT 44 SF 397 SF/UNIT 794 SF EVERGREEN SHRUBS RC 25 RHODODENDRON SPP 1-1/2"-2 1/2" B&B 13 SF/UNIT 325 SF RHODODENDRON CATAWBA JN 5 JASMINUM NUDiFLORUM 1-1/2"-2 1/2" CONT. 10 SF/UNIT 50 SF WINTERJASMINE DECIDUOUS SHRUBS ID 3 POSSUMHAW 1" - 1 1/2" B&B 41 SF/UNIT 123 SF ILEX DECIDUA 1,336 SF TOTAL CANOPY COVERAGE REMOVE BURLAP TOP 1 /3 OF ROI TAMP OR WATER TOPS011 FIXTURE AT 6" iNTERVaL! WATER THOROUGHLY WHE HOLE 15 2/3 FULL H BERM TO &.UCER WIN 5" E3LINR ROOTBALL EN SUBSOIL AT r1r`\'�.sM 4F EXCAVATION 6" MIHIF,tLIM BETWEEN��`1k��"'{/�� TC3 6' MIN DEPF14, TAMP BALL AND BOTTOM OF EXCAVATION DECIDUOUS SHRUB PLANTING DETAIL (SOURCE: PRINCE WILLIAM COUNTY, VA DCSM) 30 SCALE owners: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com WK r-I Q m I 0 01 CL 2 H v MI L I S Lic. No. 33028 01 /06//2020 U\:11. sheet title: LANDSCAPE PLAN ' sheet # 6 OF9 scale: 1"=20' date: 1/6/2020 © 2020 - 30 SCALE, LLC 2016 ROAD & BRIDGE STANDARDS CC-6 NOTES: L THIS ITEM MAY BE PRECAST GR CAST IN PLACE- 2- CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST- 3, COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHN-L BE PAID FOR AS RAQgAL COMBINATION CURS & GUTTER. 4, FOR USE WITH STABILIZED DPEN-GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB & GUTTER SMWI BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH DF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG-6 15 BASED ON ROADWAY' CLASSIFICATION AND DESIGN SPEED AS SHOWN N APPENDIX A OF 2" R THE ROAD DESIGN MANUAL IN THE SECTION �I ON GS.URBAN STANDARDS. i f A b P 1`I�I b b P D b b D P ¢ ¢ ¢ P A P P 6 6 F ¢ ¢ 4 THE BOTTOM OF THE CURB AND 6. 2._D GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDER A —THIS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION OF THE CONTRACTOR 1S MAIHTA►NED- SPECIFICATION '\V=T REFERENCE COMBINATION 61I CURB AND GUTTER ROAD AMD BRIDGE STANDARDS 105 REIASION DATE SHEET 1 OF 1 502 VIRGINIA DEPARTMENT OF TRANSPGRTATI0I4 2 G 1.03 2016 ROAD & BRIDGE STANDARDS LL Ib c-I W Q z bi 3 a CC-1? GENERAL NOTES, L THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DGME5. ALL DETECTABLE WARNING SURFACE PRODUCTS SHALL Mfl-t THE REQUIREMENTS OF SECTION 504 OF THE SPECIFICATIONS FOR CG-12 DETECTABLE WARNING SURFACE. DETECTABLE WARNING SUFACE PRODUCTS USED SHALL BE FROM THE MATERIALS APPROvE.D PRODUCT LIST NUMBER 72. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS: 4. REQUIRED BARS ARE TO BE NO-5 X 8" PLACED 1'CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MIINIMU14 CONCRETE COVER 1V2". 5. ROADWAY CURB J CURD AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER- &- CURB RAMPS ARE RE4UIRELI FOR SIDEWALKS AND SHARED USE PATHS. THE WIDTH OF THE CURB RAMP SHALL MATCH SIDEWALK WiOTH. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH. 7. DETECTAELE WARNINGS SHALL EXTEND THE FULL WIDTH OF THE CURB RAMP LANDING FLOOR, S. CURB RAMPS WILL BE RNSTALLED AND LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED 0'( THE ENGINEER. CURB RAMPS SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES. LIGHT POLES, FIRE HYEIRANTS, DROP INLETS, ETC- 9, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE A7 THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. 50. DETECTABLE WARNING SURFACE PANELS SHALL BE INSTALLED FLUSH WITH THE BACK OF CURB. 11. WHERE CURB RAMPS INTERSECT A RADIAL SECTION OF CURB AT ENTRANCES OR STREET CONNECTIONS THE DETECTABLE WARNING SURFACE SHALL HAVE A FACTORY RADIUS OR BE FiELD•MODIFIED AS RECOMMENDED BY THE MANUFACTURER TO MATCH THE BACK OF CURB. SEE CC-12-iNS PAGES 204.06 NOTE: COMPONENTS OF CURB RAMPS CONSIST OF THE FOLLOWING; HYDRAULIC CEMENT SIDEWALK (DEPTH N INCHES. AREA IN SQUARE YARDS) CURB WHEN REQUIRED [CG72 OR CG-3 IN LINEAR FEET, DETECTABLE WARNING SURFACE (AREA IN SQUARE YARDS) EACH OF THE ABOVE ITEMS IS A SEPARATE PAY ITEM AND SHOULD BE SUMMARIZED FOR EACH CURB CUT RAMP. 48 —SIDEWMAV I F—RAgAP 12=1 MAX 4' 7 16-1 MAX TYPE A PERPENDICULAR 5' MIN 1711 — 12 i fwAk TYPE B PARALLEL 5MAY 121,MAX_ ! 5' ihSN _ AND 204,07 FOR METHODS OF INSTALLING DETECTABLE WARNINGS ON A RADIUS. AT ]k; HIGHER THAN EDGE OFF PAVEMENT AT NK X ,SAME AS TOP OF CURS TYPE C PARALLEL & PERPENDICULAR DOME TRUNCATED DOME .6"2.4" C-C ❑ ❑ Lj R� ❑ ❑ ❑ ❑ ❑ ❑ ❑ a - 0 a 0 0 0 0 0 C) a 0 0 0 ❑� LADING RAMP a a 0 a 0 0 0 a a a a a 0 a 0 0 t a a a a 0 0 0 a 0 a a a 0 0 aaa❑❑ Rj a 0 C a 0 0 a 0 0 0 0 a 0 0 0 50f-6g GF AI AS DIAMETER a .0 0 a 0 .q 0 a 0 .q 0 0 0 0 a DETECTABLE WARMING o AT BACK OF CURB SEE Hd7E 17. 0-9"•1-4" 8,45E DIAMETER VARIABLE FULL WIDTH OF RAMP FLGO7R _ _ F' PAY LIMIT- DETECTABLE WARNING TRUNCATED DOME DETECTABLE WARNING INSTALLED ON A RADIUS DETAIL DETAIL XVC)CIj'• A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING ISSONNIFILE IN THE CENTRAL OFFICE. SPECIFICATION C G— A2 DETECTABLE WARNING SURFACE REFERENCE ROAD AND BRIDGE STAdNDAPBS 1 (GENERAL NOTES) VIRGINIA DEPARTMENT OF TRANSPORTATION T35 502 504 SHEET 1OF 5 REVISION DATE D4/19 2T}4 dI WP-2 TACK COAT THE PROPOSED CONSTRUCTION JOINT 2016 ROAD & BRIDGE STANDARDS VDOT STD. CG-12 2016 RCIAO & BRIDGE STANDARDS ■ CONSTRUCTION JOINT DETAIL ® REMOVE EXISTING ASPHALT LAYERS TO EXSTING SUBBASE AND REPLACE Jilin+ PROPOSED ASPHALT WIDENING LAYERS ® PROPOSED MINMUM 111.2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 51 k MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS GF EXISTING ASPHALT LAYERS AS QETERMINED BY CORES 1SEE NOTE 3) NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL, HAVE A PAVEMENT DFSICN IN ACCORDAINCf WITH CURRENT VUOT PRCICEDURES AND BE APPROVED BY THE ENCINEC.R. 2. IHE PAVEMENT DESIGN FOR ASPHALI PAVEMENT WIDENING SHALL NEEI OR EXCEED THE DEPTHS AND TYPLS OF THE LAYERS OF EXISTING PAVEMETNT. SUBSURFACE DRAINAGE ❑F THE EXISTING PAID PROPOSED PAVEMENT SHALL SE ADDRESSED IN THE PAVEMENT DESIGN. 3: A MINIMUM OF THREE CORES SHALL BE TAKEN ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING P.AV£�IENT LAYERS- THESE CORES SHALL BE SPACED NO MORE THAN 5OO FEET APART. 4-. THE ADJACENT TRAVFI. LANE SHALL BE MII.I.ED A MINIMUM DEPTH OF 1'12 INCHES -AND RF.PLACCD. WITrI AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF T}iE EXISTING PAVEMENT TO BE ADJUSTED To ACHIEVE AN ACCEPTABLE PAVEMENT CROSS�SLGPE AND EFFCCTIVE SURFACE DRWNAGE. 6. EXISTING PAVEMENT MARKINGS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SH&L CONFORM TO THE REQUIREMENTS OF SECTION 34S OF THE SPECIFICATIONS EXCEPT THAT, ALL JOINTS AT TIE-IN LOCATIONS SHALL BE TESTED. USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315 OF THE SPECIFt(` TIoNG. xVal7T ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING "1 SHEET 1 OF ➢ REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS PAVEMENT CUT DETAIL FOR CONNECTING NEW CURB AND GUTTER TO EXISTING PAVEMENT REVISIONS # DESCRIPTION DATE 30 SCALE owners: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com ww I� w J Q G W m J Q Q Ln M I TO v � CL rl v� MI L F. S Lic. No. 33028 01 /06//2020 sheet title: CONSTRUCTION DETAILS sheet # 7 OF 9 scale: 111=20' date: 1/6/2020 El i © 2020 - 30 SCALE, LLC 665 ..1 655 650 645 .�1 635 630 625 620 615 0 w 75 a z I i — i — —645— — — _ —640— — Sp0' SIGHT DIST A� 635 . — 635 - / —630 — / 625 — oy 645 pNCE EX.S off I I � I 0 AVON STREET EXTENDED STATE ROUTE 742 SIGHT DISTANCE PLAN \ 500' SIGHT DISTANCE J I — 640 0 50 100 150 SCALE: 1 "=50' 3.5' HEIGHT OF EYE F3.5'GHT OF OBJECT 3.5' HEIGHT OF OBJECT 500' S� GNP ID LONG LINE OF SIGHT ANCE i EX. GRADE - - EX. GRADE ALONG LINE OF SIGHT Lu z Q z w H N 0 o w - x w H — w w — Z O -- a z - o — U N _z — SIGHT DISTANCE PROFILE REVISIONS # DESCRIPTION DATE 0 50 100 150 HORIZ SCALE: 1"=50' 0 5 10 15 VERT SCALE: 1 "=5' 665 ..1 655 650 645 .�1 635 630 625 620 615 30 SCALE owners: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com WK NOW Q M O a) c� G rr' L T 0 MI L F. S LNo. 33028 01/0/06/220 `SS � 0 ti' ;1 L sheet title: SIGHT DISTANCE PLAN AND PROFILE 8 OF 9 HORIZ: 1"=50' VERT: 1"=5' 1/6/Zozo © 2020 - 30 SCALE, LLC 6 :C'a a� L/1 � O 6 0 0 00 U J Q U 0 m TRUCK PATH PLAN #1 23-PASSENGER COACH TRUCK PATH PLAN #2 23-PASSENGER COACH TRUCK PATH PLAN #3 32-PASSENGER COACH i m 6 REVISIONS # DESCRIPTION DATE TRUCK PATH PLAN #4 32-PASSENGER COACH TRUCK PATH PLAN #5 55-PASSENGER COACH TRUCK PATH PLAN #6 55-PASSENGER COACH I �I T �I�,--- j-jam--- 0 30 60 90 SCALE: 1 "=30' 30 SCALE owners: ANG HOLDINGS, LLC 175 SOUTH PANTOPS DRIVE CHARLOTTESVILLE, VA 22911 engineer: 30 SCALE, LLC 871 JUSTIN DRIVE PALMYRA, VA 22963 p: 434.242.2866 e: mike@30scale.com web: www.30scale.com z Q J rn w J Q G W m J Q Q M I O 01 CL 2 H 0 r, o M I L F. S Lic. No. 33028 01 /06//2020 U\:11. MA U 0 J Q W Q w J J N 0 U cn sheet title: TRUCK PATHING PLAN sheet # 9 OF 9 scale: 1"=20' date: 1/6/2020