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HomeMy WebLinkAboutSDP202100067 Plan - Submittal (First) 2021-08-10CRUTCHF1 LD CORPORATION l . Owner/Developer: Crutchfield Corporation 1 Crutchfield Park Charlottesville, Virginia 22901 434.817.1000 2. Engineer: Woolley Engineering 210 5th Street NE Charlottesville Virginia 22902 434.973.0045 3. Parcel Information: TMP 32-9C, n/f Crutchfield Corporation (13.154 acres) Magisterial District: Rio Current Use: Industrial Warehouse Deed Book 814, Page 350; DB 863, Page 004 (Plat) 4. Existing Zoning: LI (Light Industrial) Rezoned to LI in accordance with ZMA198500034 (approved 2/19/1986) Property also subject to conditions of SP198500097 (approved 2/19/1986) 5. Minimum Yard Requirements: A. Adjacent to public streets: No portion of any structure, excluding signs, shall be erected closer than fifty (50) feet to any public street right-of-way. No off-street parking or loading space shall be located closer than ten (10) feet to any public street right-of-way. B. Adjacent to residential districts: No portion of any structure, excluding signs, shall be located closer than fifty (50) feet to any rural areas or residential district and no off-street parking space shall be closer than thirty (30) feet to any rural areas or residential district. 6. Planned Land Use: Two additions to the existing warehouse (60,969 sq. ft. = 10.6% of site) 7. Maximum Building Height: 65 feet 8. Adjacent Properties: TMP 32-17B, n/f Crutchfield Corporation Deed Book 1028, p 107; DB 91, p 340 Plat; Ll Current Use: Administrative Offices TMP 32-17B (2), n/f Robin Wilson Jones Deed Book 5411, p 487; Ll Current Use: Unoccupied TMP 32-17B (3), n/f Robin Wilson Jones Deed Book 5411, p 487; Ll Current Use: Unoccupied TMP 32-17B (4), n/f Robin Wilson Jones Deed Book 5411, p 487; Ll Current Use: Unoccupied TMP 32-9E, n/f Crutchfield Corporation Deed Book 913, p 338, p 340 Plat; Ll Current Use: Administrative Offices TMP 32-9D (1), n/f Lucille T. Miller Deed Book 2936, p 652; RA Current Use: Residential TMP 32-6A, n/f University of Virginia Foundation Deed Book 4957, p 692; PDIP Current Use: Office Park TMP 32-19C1, n/f WRB, LLC Airport Industrial Park Common Area Deed Book 2944, p 158; DB 1664, p 328-329 Plat; PDIP TMP 32-19B, Commonwealth of Virginia Department of Transportation Deed Book 1904, p 639; DB 1726, p 550 Plat; Ll TMP 32-10, Charlottesville Airport Authority Deed Book 1568, p 553 Current Use: Ground Lease to Rental Car Companies MAJOR SITE PLAN AMENDMENT #2 TO SDP 200400 7 08 RIO MAGISTERIAL DISTRICT State Route 606 - Dickerson Road Variable Width Right of Way 9. Datum and Benchmark Reference A. Kirk Hughes & Associates, 220 East High Street, Charlottesville, Virginia, 22902; Boundary, physical and topographic dated April 14, 2021. B. All elevations based on assumed elevation Benchmark: Northwest Corner of Loading Dock, Elev=582.00' 10. General Construction Notes: A. The abbreviation V.D.O.T. made hereafter refers to the Virginia Department of Transportation. The term County refers to the County of Albemarle, Virginia. B. 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. C. All materials and construction methods shall conform to current specifications and standards of VDOT unless otherwise noted. D. 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. E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. The maximum allowable slope is 2:1 (ho(zontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be achieved. G. 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. H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe -Class III. J. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). 11. General Water and Sewer Conditions (1) Work shall be subject to inspection by Albemarle County Service Authority (ACSA) 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 & Sewer Construction Specifications, as adopted by the Albemarle County Service Authority. (4) Datum for all elevations shown in National Geodetic Survey. (5) The Contractor shall be responsible for notifying Miss Utility (dial 811 or 1-800-552-7001). (6) All water and sewer pipes shall have a minimum of three and a half (3.5) feet of cover measured from the top of pipe over the centerline of pipe. This includes all fire hydrant lines, service laterals, and water lines, etc. (7) All water and sewer appurtenances are to be located outside of roadside ditches. (8) Valves on dead-end lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. 12. Stormwater Management A. i.) A net impervious surface area for stormwater from phase 1 improvements will be treated by biofilter #1 which will convey into the expanded existing extended detention basin. ii.) Stormwater from the proposed parking area will be treated by biofilter #2A and biofilter #2B which will ultimately convey into the extended detention basin which will be expanded during phase 1. iii.) Stormwater from phase 2 improvements will be counted in the net impervious surface treated by phase 1 stormwater management improvements. No additional stormwater management improvements are proposed with this phase. B. A small portion of the site in the south east corner does not drain to the extended detention basin and will be treated by the existing "Filterra" precast biofilters located in the parking lot. C. The site does not lie within a reservoir watershed. The stormwater from the site flows northeastward to the North Fork of the Rivanna River. 13. Maximum square footage for commercial and industrial uses: Pre -Construction Commercial/Office 19,323 sq. ff. Industrial/Warehouse 84,872 sq. ff. 14. Maximum number of employees: 230 15. Maximum proposed height of all structures: 31'-6" 16. Parking A. Existing Parking 1.) 180 regular spaces ii.) 6 HC accessible spaces B. Proposed Parking (Phase III improvements) i.) 59 additional regular spaces ii.) 1 additional HC accessible space C. Total Proposed Parking i.) 238 regular spaces ii.) 7 HC accessible spaces Post -Construction 19,323 sq. ft. 145,841 sq. ft. 17. Construction Phasing See plan sheet C3.1 for proposed improvements for each proposed phase of development SIGNATURE PANEL Albemarle Co. Dept. of Community Development - Planning Division Date Albemarle Co. Dept. of Community Development - Engineering Division Date Albemarle Co. Dept. of Community Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Inspections Date Albemarle County Service Authority Date VICINITY MAP ® a 4 0 \Q�o O co G SITE ti QO� e V 0� � � tV O$ /����• o � O o CIII❑ a2 �/ a /�O O I p O Q1 17 (/O' \\o O19 a Rp U I)I1°,o D O °°(7 0 a 1\� ry O L000 0 4. 47 kv C o ,p o � 6'. O SCALE: 1 " = 1000' SHEET INDEX ❑ C1.0 Cover ❑ C2.0 Existing Conditions Exhibit ❑ C3.0 Critical Slope Exhibit & Demolition Plan ❑ C3.1 Construction Phasing Exhibit ❑ C4.0 Site Layout Plan ❑ C4.1 Site Grading Plan - Phase I ❑ C4.2 Site Grading Plan - Phase 11 ❑ C5.0 Site Utilities Plan ❑ C5.1 Storm Drainage Profiles ❑ C5.2 Sanitary Sewer Plan & Profile ❑ C5.3 Waterline Plan & Profile ❑ C6.0 Stormwater Management Plan - Phase 11 ❑ C6.1 Stormwater Management Details ❑ C7.0 General Details ❑ SL1.0 Photometric Lighting Plan ❑ L1.0 Landscape Plan ❑ ES1.0 Erosion & Sediment Control Narrative ❑ ES2.0 Erosion & Sediment Control Plan - Phase I ❑ ES2.1 Erosion & Sediment Control Plan - Phase 11 ❑ ES2.2 Erosion & Sediment Control Plan - Phase III ❑ ES3.0 Erosion & Sediment Control Details ® Filled Box Indicates Drawing Included in Set L�� 0u WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22901 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z O F_ Q Q Z ry Lu O w Ua) LLJ C)CIO J O L�L w 0 U O � U 1� U COVER SHEET Job Number: 20040 e of '3` r� U ERIC W. WOOLLEY Y LIC. NO. 37088 O 8-0-2021 V J s s! O NAL S�� Date: August 9, 2021 Revision: Scale: As Noted Sheet No.: C1.0 1 of 21 copyright 0 2021 by Woolley Engineering LEGEND O = MANHOLE BW = BAY WINDOW -& = UTILITY POLE CO = CLEAN -OUT 0 = YARD OR POST LIGHT CONC. = CONCRETE ® = STORM DRAINAGE GRATE DB = DEED BOOK O = PATIO DRAIN EQUIP. = EQUIPMENT a = GAS METER FFE = FINISHED FLOOR ELEVATION b = SPIGOT HDPE = HIGH DENSITY POLYETHYLENE PIPE ®y = DOWNSPOUT WATER METER WAC = HEATING, AIR CONDITIONING EB JB = JUNCTION BOX oa = WATER VALVE PVC = POLYVINYL CHLORIDE PIPE x x = FENCE RCP = REINFORCED CONCRETE PIPE eI RA�l1NG TW =TOP OF WALL . _ - SIIGGN�POST UGE = UNDERGROUND ELECTRIC LINE m = POST or BOLLARD UGT = UNDERGROUND TELEPHONE UNE x = SPOT ELEVATION VCP = VITRIFIED CLAY PIPE 0 = TREE OR BUSH WL = WAT% LINE WM = WATE�METER WV = WATER VALVE ? = UNKNOWN OR UNVERIFIED LOCATION CENIE DB 1( I 3 w s N J 2V ACS.A. WATERUNE _ J EASEMI DB 2749-652 \ DB 1908-478 IRON END. - �P roOtit ti / oa 's. - " CJj p20'Y O / 20' A. OF 274E-6NE EASEMENT DB 2749R65E J IRON END. FF - / , 00/ - ER M•` DB 1 08-4 8- / F CENTEL ESMT. DB 1094-605 / o � Ir EASEMENT DB 05-711 S 30'37'34' W 30.18 rk IRON END. SET IN MON. /TMP 32-17B TMP 32-1782 TMP 32-17B4 C CORPORATION N/F THOMAS MORGAN & SHERRARD HILL HOWEN TMP 32-1783 N/F THOMAS MORGAN & SHERRARD HILL HOWEN N/F THOMAS MORGAN SHERRAD HILL HOWEN DB 10 DB 1028-107 DB 5070-36 DB 1070-31 / OU 91 -340 PLAT DB 413-136 PUT DB 1033-373 DB 413-136 PLAT NM 1.) THE MERIDIAN IS BASED UPON PUT RECORED IN DB 863-4 PUT. ELEVATION IS BASED ON BENCH FOUND SHOWN ON TOPOGRAPHIC SURVEY DATED 1999 PREPARED BY VALUAM S. ROUDABUSH, INC. 2.) THE LOCATIONS OF EXISTING UNDERGROUND UnUFES ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO UNDERGROUND INVESTIGATION OF UDLNIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UIILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. 3.) THIS SURVEY ILES WITHIN FLOOD ZONE 'X-, AREAS OUTSIDE OF THE 100 YEAR FLOOD PLAIN, AS DETERMINED BY TEMA. 4.) TITLE SOURCE 5.) SURVEY PREPARED FOR: CRUTCHFIELD CORP. 0 f e, \ U ILY W710DEDARUSITY - 0574.6 X \\ y \ wNxDlr Ix= z 0IMRE PW. \ f \\ M OUIEi + .4 AWE 26' W.O. TMP 32-19E CRUTCHFlELD CORPORATION DB 913-330, 340 PUT 1 M I' W.O. 12' HOPE I. W 0.8•wv 12 --FFE=594.62' TITLE SOURCE TMP 32-9C CRUTCHFlELD CORPORATION DB 814-350 DB 863-1, 4 PLAT DB 1944-541, 545 PLAT OWNk TMP 32-9C �t CRUTCHFlELD CORPORATION N Q #1 CRUTCHFlELD PARK CHARLOTTESVILLE, VA 22901 0 I k ' qpP SSMH TMP 32-1 SSMI RYN 5624' CHARLOTTESVIUE-ALBEMARUE AIRPORT AUTHORITY RM=584.5' IN-5]9.9' 6' PVL) IN=553.9" (e' Prc OUL=553.Y (8' ) 'Ti9 De 352a-s22 our-sn.>S (e• P3C) 0 EUEC. TELE. � / 0 H EIEC. TELL. 558 ` TER ` - - - - 85 N 2T40'39- E 875.40' � IRON END. DI--7�5,9 \ _ WrP 565126`44-P570� SSUN ( ) NYC ]'6PjC 571.1 \\\\ \ \ ■.:.OUT 56"'� \ \\ \ WOODS DI-3S. L=6'IN- \ \ \ 1 I 560:7' 24KRCP T \ z,. \ I\ v NM I 1 \ V-_564.0'OUT. WPHLLT4•P P x I 821Y HPoE 65.12' HCP S01.H _\_ 6- PVC ra•.1=5P.3' `\` IN= 6.1' 24' RCP \ \\ \ I 11 M=5]5.0' 1 \\� i 55 .1524KRCP IN-574S =566.3 8 IX-SA.B' I=566.0' 6 MOP4? MOAT-5]46 565.9' 6 5 . O 565.9 O %<VNIN CON ASNVLi CRETE ' I I +565.8 CONCRETE +565.7 \ \ e��\\ \ \ `- \ \ _ \ I I I TMP 32-19B / I N/F COMMONWEALTH OF VIRGINIAI _J` II DEPARTMEB 904NT OF 4-639PORARON DB 1726-550 PLAT 2 ' 566.E 012* . RCP S \ \ WOODS SSW 0 T51 OUT 5151.6 514 •8' \ \ \ S \ \ \ IT TMP 32-9C I 1 CRUTCHFlELD CORPORATION \ /1540 QUIET ACRES LANE �545-1 12 NODUS _\ I SWM BASIN $MAP RISER )4' NA CMC.) C\ \ TOP-546.0] IINN--RWO 8' AL2 �F POND 1 OUT= 539.9 18' HPM ,. 5 CONIC. WALK � W 20' AC.SA VAT-ERLINE EASEMENT DB 15BB-183 TMP 32-9D1 N/F LUCILLE T. MILLER OB 2936-652 DB 913-338, 340 PLAT BENCH MARKS BM#1 NAIL & CAP SET ELEV. 557.33' BM#2 NAIL SET TOP CURB ELEV. 578.01' 50 0 50 100 150 Scale: 1' = 50' CURVE TABLE ND. ANGUE 1 RADIUS ARC CHORD BEARING LENGTH C1 16'08'38' 1561.22 11158.13 S 24.45'01' E 157.61 C2 02'43'55' 1523.40 124.96 S 15.181 E 24.95 FFOC SI. ' NCE I Son, RIP RAP MOTH ]4 IRON END. SET IN MON. 30 20' 1 5284� p,Ai SWAP/BMP�(ACILIIY EASEMENT \ \ \ \\ DB 5138-k681 74 PLAT \ \ NOODS 1 W 372.56 ER IRON END. TMP 32-6R UNNERSTIY OF VIRGINIA FOUNDATION DB 2712-325 DB 2635-454 DB 4957-692 PLAT G.V. "KIRK' HUGHES MC. NO. 1458 4-14-21 _ / SURVEYOR'S CERTIFICATION THIS TOPOGRAPHIC SURVEY WAS COMPLETED UNDER THE DIRECT AND RESPONSIBLE CHARGE OF, KIRK HUGHES, L.S. FROM AN ACTUAL GROUND SURVEY MADE UNDER MY SUPERVISION; THAT THE ORIGINAL DATA WAS OBTAINED ON 2-12-2021 THRU 4-11-2021; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. TMP 32-19C1 WRB, LLC DB 2944-158 DB 1664-328-329 PUT TOPOGRAPHIC SURVEY CRUTCHFlELD CORPORATION 1540 QUIET ACRES LANE RIO MAGISTRIAL DISTRICT - ALBEMARLE CO., VIRGINIA APRIL 14, 2021 PREPARED FOR: CRUTCHFlELD CORPORATION KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 (434) 296-6942 I Z WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE FLAN AMENDMENT Z O F_ Q 7 NQ O LU � O Q w J � U a) w ® J O V_/ \ 0 W l^�� l W O i 7� Z U o � U 0 U EXISTING CONDITIONS EXHIBIT Job Number: 20040 Date: August 9, 2021 Revision: Scale: 1"=50' Sheet No.: C200 2of21 copyright © 2021 by Woolley Engineering IN=553.9 0 OUT=553.7' (B" PVC) / HATCHED AREA DENOTES STEEP SLOPES OVERLAY MANAGED SLOPES SSMH - RIM-584 5' /11 I u, INU 579- 9.7PVCI PVC) I FND. TMP 32-1 LE. 'N I II II WOOLEY ENGINEE RING B -ALBEARLE AIRPORT p H ELEC. C CHARLOTTESVILLE— Consulting Civil Engineers J\ IRON AUTHORITY 1 II DB 3524-622 II I I \\\ TLE./TV \ �\ E\ \ \ 1 1 II I II 210 5th Street NE Charlottesville= Virginia 22902 434 973.0045 ELEC./ ---- \ \\\ \ I \ PROPERTY LINE \ \1\ I �� www.WooBey-Eng.com Y g. com —3gg--- ' I I _ 74039CE' E 875.40P O\—\\\T\\\�H\\ER �- E�S A\^\_\\\N�—\ _��-- C\\LEAR\ D I\ A\\�N,—DS\\ Owner: _ -- REMOV\IJ —-- — — —— -- --- --R— -- _l -- _— ----_— —=�— --_C—/\_ —�_--� —/ —nE—^X�— jNp/-5\_ —I11 Crutchfield. C�oOQrp / /j_—----------_680— ALTER EDGE OF PAVEMENT _— —I --"D�E,H I\1' \—��\\ 1 Crutchfield Park Charlottesville, Virginia22911 DURING PHASE 1 APPROX. PROPOSED TREELINE 0&-- -- —�\— -- —Z --/\-----\\ /5 P: (434) 817-1000584_ --ee— _ -\--- _-- —-- \_ y� D REP AVE EXISTING CURBING. MILL AN _—__ ,��C---- �V ---(— \1 `✓_—^ —II —_1 rT-a/ —\\\TIi1RE —�EP�O\ \1`, —' \I1JI/ —— ASPHALT WITHIN 15' OF EXISTING EDGE OF PAVEMENT 1 \ \— _�—__ \\I —1 �I-11 \_ \I4 MAJOR __--- \ I SSMH \ IN=5529' �8" PVC) SHv\_ —`TRI -- \I 11 o/ �\\\\ �II—I 18 L�IHILY WOODED/BR I j / \—\J __O---2N- SITE PLANUT=552. I--N/ti=_— / \ \_'\_'I_1 � RSG — - \ IlIltII M.5_rn/2 \I1 -/-/ �I /\\ AMENDMENTWOODS —_- —R�\_AA�—T_E— — 73.6 —�-H —9 -- —1�5I —I \� If /—'\ —E—�—oom—Eh— —\-----�-I�I 0\ I\ /s \I '_ /—f— -\—\-- /__-- / -I— —I— —ABANDON EXISTING STORMWATER /5_�\4 /-- /-- MANHOLE � I\ / DI-7 ACCESS EASEMENT (SEE SHEET C5.OFOR 1 7.8_E7-6 \iI I/\ \���E�- 4HPD1 II 46--------NEW PROPOSED EASEMENT LOCATION 24 TOP HPDE56598" 1I I / 24"DPE =C—\--\O/5�` 1 n\ " OUT 565. /\ III --_ \---- it 0 ` _____62REMOVE AND RE-ROUTE SANITARY SEWER �G� iIIII (SEE SHEET C5 2 FOR PROPOSED SEWER)� _ \_\ _ II�Il \ POP REMOVE PORTION OF EXISTING ASEWER / I II \—_— .—_0/'---) \---\—\ \— II �I LINE AND RE-ROUTE SEWER (SEE S� Er/ IiI/ \I \T-- \\— 1I /— \C\I/—I—� /-5 STOP I I \ �+a OPTic A� I� w -\-- \I IviI \ \ TH, \ MH6.,t T6L0S ESM'> � \ \\ \—\\ ^ QUIET A/OUT=55 2a" RCP LANE A DI �`—\ \\\\\ 8-- 7�Ps .g-1o6 TOP=58157ASPHALTLLJ N=U4" PVC `y-\ m S712 HOPE E=588.04' \ HOPE J 1' 12" DI-7 SDMH HCP TOP=579.2M577.3' GAS INFDC HPDE CITY 015 HOPE 4MH _\II EPTH 2.9' 24 HDPE N=576.8C I �\—�1` G 62HPDE NW 6G N=576./ � —J I I 0 � `\ (6'PVPNLTI CONVEYANCE (SEE SHEET C5.0) 626 w REMOVE AND RE-ROUTE STORMWATER DB 6 MH 59 / 172 W '0 /III'I1 II_I' 26"WRIM=57a.g' pH L=6'' IN=574.6 I1—_ 36CO o P=590.72OUT=574.6 \ I\I \ M-BCONC /IF T=58512" HOPEsezzz Q I �\ �I _, ✓I\ IF_ 1� 9/-7. 7J 32—/B, CO16'W.O. 2�' ^N6' —_- — m I _ i -NIv\Aw` I II I— \Iv'� FBER OCONCRETE —�\ m I i MI8" W.D. HOP� ' /� —\ ` I�— I---1 XISTASPHALT REMOVEEING RIP 556.0' 5 , I URCE UNK.)?D- WOODS 515 - I I 15' VEP551 EC . ` pSM'T OUT�51\ sic DB 11OUT 33222 \\\ \I I II c\ \/—\�\� LEs 241 o �\ \\\_\\\ \—�L\ 9 o I " o I� H=" DEPT39t I1 nII I�Il1 �IA // \ � / ABANDON EXISTING DRAINAGE EASEMENT (SEE .= ^�g�� .6\I \/__� —L-/I y co SHEET C5.0 FOR NEW PROPOSED LOCATION) - - �\ DEMO SEE ARCHITECTURAL PLANS FOR RE-ROUTING \ \�—�I PLAN OFEXISTING ROOF DRAIN LEADERS_ o \j=♦ VTMP 32-9C _ v\.I �\ _\ CRUTCHFIELD CORPORATION QUIET ACRES LANE XISTING STORMWATER MANAGEMENT EASE Job Number:#1540 (SEE SHEET C5.0 FOR NEW PROPOSED LOCATION 20040 , IS DIACONIC.swM RISER ) lIL/ TOP=54607 45 0VC FRO'M WM BASI '5 / WINE=I5408 WO OUT= 539.9 18" HPDE ODS l/ OF �/ / /�' B\= OD ' ERIC W WOOLLEY LIC. No. 3708�8 WALK ORTION F\ EXISTING ABANDON PORTION � A� I—N�AC_—GE=\� EASEMENT (SEE SHEET C5.0 FOR NEW PROPOSED LOCATION) 50 ote-s-zozlI .� S�N �2 a NAmpTo9 w\\\1\ NAL n 7 1 FFE=594.62' Date: August 9, 201 - — — --- 1\ "Pf/ 1\ Revision: oe FDC TREELINEAPPROX. PROPOSE \\ \c\ \ _ - LK \ CONC. WA -565 N�WRB \\ \\�D E TMP \ WM 88— 5�\ g\E\\ A\\ \O �pg\ R5L-IN7E1 E0 �DR— ACM.'ST..A. DIWBcz 1 DB 2 4-5 - -o DB 1664 � ENCE _NI \\\� Scale: PIV _ 18' HD Sheet No.: \ IAP p 9 TOP- 89 56' \ HPDE --\--- - V n �� ----- UUj= \ m - PERMANENT 20' DRAINAGE _ _ - OUT=S �.2 IRON FND. 163 PLAT EASEMENT DB 5138-451, V \ \ \ sus S 31'38'17° W 372.56so " SSS \ CIO RLv 0 30 20' A.CS.A. WATERLINE EASEMENT DB 1588-183 �' I M IRON FND. SCALE: 1" = 30' EXI or M 329.41' ISET IN MON. IMP 32-6R 3 21 of copyright © 2021 by Woolley Engineering b Q�t O 863. 0. 0 16 4 9 15 14 I � V Z4000/;0 7 PROPERTY BOUNDARY PHASE 1 — FOR EXHIBIT ONLY SCALE: N.T.S. 7 PI-IACF I. 1. PRELIMINARY GRADING FOR ALL PHASES 2. NEW WAREHOUSE BUILDING (22,312 SF) 3. LOADING DOCK (13,352SF) 4. RE-ROUTE EXISITNG SANITARY SEWER 5. RE-ROUTE STORMWATER CONVEYANCE 6. NEW FDC 7. NEW FIRE HYDRANTS (2) 8. EXPAND EXISTING EXTENDED DETENTION BASIN 9. PRE-TREATMENT CELL FOR EXTENDED DETENTION BASIN 10. NEW LEVEL II BIOFILTER #1 (2,640 SF) 11. NEW MAINTENANCE BUILDING (1,200 SF) 12. NEW GRAVEL PATH TO MAINTENANCE BUILDING 13. FINISH GRADE FOR MAINTENANCE BUILDING 14. NEW PARKING AREA (59 SPACES + 1 HC SPACE) 15. NEW LEVEL II BIOFILTER #2A (728 SF) 16. NEW LEVEL II BIOFILTER #213 (695 SF) 17. FINISH GRADE FOR PARKING AREA 0 10 a(9 Q�pS h O a6.S• O 0 j L! � 0 PHASE 2 — FOR EXHIBIT ONLY SCALE: N.T.S. I PROPERTY BOUNDARY PI-IACF 7• 18. NEW WAREHOUSE BUILDING (38,657 SF) 19. FIRE ACCESS DRIVE (20' WIDTH) 20. NEW FIRE HYDRANT AND FDC 21. NEW 6" WATERLINE 22. FINISH GRADE AROUND PHASE 3 IMPROVEMENTS 19 a� Ki 0 IL E WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z O F_ Q Q Z � 0�> LLJ Owe ^� X U a) Lu ® �, m J J O Q L.L w JQ 0 _ Z U o � U ry U PHASING EXHIBIT Job Number: 20040 TH OFxp rz U ERIC W. WOOLLEY Y A LIC. NO. 37088 a 0 8-9-2021 k A Date: August 9, 2021 Revision: I Scale: As Noted Sheet No.: C391 copyright 0 2021 by Woolley Engineering 4of21 R138' ®� TRANSITION FROM CG-3 TO CG-6 (PHASE 1) STOP / R25' NEW CG-3 (PHASE 1) 26" W.O. Scale: 1" _ R5' 18' TYP DELIVERIES 24" W.O. 26" b FDC SIGN R.O. 10 SP PCES 9' TYP R R250' EXISTING ISTRATIVE AD ✓E EXISTING E mac. �� PHASE l: BIOFILTER #2A - 728 SF LEVEL 2 ,�`�, (SEE SHEET C6.0 FOR DETAILS) J (13' GUM N 27'40'39" E 875.40' NEW CG-2 (PHASE 1)I NEW CG-6 (PHASE 1) CONCRETE DRAINAGE FLUME (PHASE 1) 26 SPACES 260.3' — NEW CG-6 (PHASE 1) T 135' 18' TYP 15 SPACES 9' TYP L R5' 135' NEW CG-2 (PHASE 1) NEW CG-6 (PHASE 1) \ i p PVC UL 0 0 rn 8 PVC N m pm II µ N 0 ASPHALT m ASPHALT CG-2 TO BE REMOVED AND REPLACED FOR DI INSTALLATION CONCRETE IMAINTENANCE BUILDING- 1,200SF (PHASE 1)� EXISTING CRUTCHFIELD WAREHOUSE PHASE 1: NEW ASPHALT PARKING AREA I PHASE 1: BIOFILTER #2B - 695 SF LEVEL (SEE SHEET C6.0 FOR DETAILS) 72' 18' TlYP CG-2 ` gJ�:,T YP 8 SPACES J \ R5' 69' AFDC SIGN 12.67' TRANSITION FROM CG-6 TO CG-3 (PHASE 1) R55- R4' \ 4' WIDTH CURB (PHASE 1) GRAVEL ACCESS DRIVE INEW RAMP WITH LANDING (PHASE 1)I ASPHALT (PHASE 1) CONCRETE NEW RAMP WITH LANDING (PHASE 1) SEE ARCHITECTURAL PLANS FOR LANDING AND RAMP DETAILS INEW FDC (PHASE 1)I NEW FIRE HYDRANT (PHASE 2)I INEW SANITARY SEWER MANHOLE (PHASE 1) NEW SANITARY SEWER MANHOLE (PHASE ])I INEW STORM SEWER MANHOLE (PHASE 1) NEW STORM SEWER MANHOLE (PHASE 1) NEW GRAVEL FIRE ACCESS DRIVE (PHASE 116' ZX/ NEW FDCM�ANDING CONCRE(PHASE 2) NEW CG-3 (PHASE 1) CONCRETE DRAINAGE FLUME (PHASE 1) 73.19' 60' NEW WAREHOUSE EXPANSION (PHASE 2) 38,657 SF FFE = 569.89 TRANSITION FROM CG-6 173.80' TO CG-3 (PHASE 1) NEW CONCRETE LO DING DOCK AREA (PHASE 1) NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FFE = 569.89 BMP ACCESS PATH (PHASE 1) NO MAN DOORS ALONG THIS BUILDING FACE DASHED LINE ILLUSTRATES CORNER OF PHASE 1 WAREHOUSE EXPANSION TO BE EXPANDED WITH PHASE 2 IMPROVEMENTS NO MAN DOORS ALONG THIS BUILDING FACE .D C C L Z 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE FLAN AMENDMENT Z O Q Z O M 0 < U a) w Q Lnm � J J O ILLW U o � U rV U Job Number: 20040 V OP r� U ERIC W. WOOLLEY Y LIC. NO. 37088 �O'4 8-9-2021 �4� �SSIONAL SIt Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: C4e0 Sof21 copyright 0 2021 by Woolley Engineering �IL 0o� ---- ----- ----- 0 H Eil LEC. TELE. N / /� / 1 I 1 \ 0 H ELEC. TELE. N 58 o�P c O e 5 --�88---------_------ 8"PVC \ — — — — — — — — — — — — — — — — — \ — �� J 58q`--- ---_— _---------_\ -------------- --- --- -- -- BLOCK WALL TO �BE INSTALLED �\ DURING \, \ \0' r— — — — — — — — — ----- PHASE I TO BE PART OF BUILDING WALL \ 58g— _� — — — — — — — — — — FOR PHASE 2 WAREHOUSE EXPANSION __ — — — — — — — — — — — — — — — -------------—____ -------------- — — — — — — — — PHASE I: PRE-TREATMENT CELL ----- 575— EXTENDED DETENTION BASIN _ _ _ —=——— --- — --0R 582 \ (SEE SHEET C6.0 FOR DETAILS) W W 1 W s W�—, W W S W �'W�— W- W iJN — W � W — W im —� — -- -- --� 57III I 7----�—_--�--- __ _/00 _ 569 I \\\\\ \\\ 569` I / I\\ / // /l\ ✓ // // /j / / \ \ / 5��� iice- -- 577 575 574 S_o\I b1 568 �$ \ \ 7573 2 57570 W--8 STOP I I II I I _� \ �, � � —\ 0 � —w\—w 860 .s—�-- —-- --\ i,37�59p.4 \ �L ,�\— -- �� / I `585,.� 24" W.O. 266" W.q . t �\ 16�"W o. �J (� \ 0011 9 S 30'24'11" W 200. 15 P FDC SIGN R.O. Wu xxiv17:1[dtl EXISTING ISTRATIVE AD ✓E EXISTING E M. wax ASPHALT mc. weu 6" PVC I I / 57 . I I/ / 56 . I \ I \ \ \ n � PHAI-T o ASPHALT CONCRETE + 565.8 CONCRETE 1- 565.7 \ \ \ \ \ \ \ ASPHALT I I I \ \ \ \ \ \ \ CONC' \ I / 5e9.6 6 EXISTING CRUTCHFIELD WAREHOUSE S 30*24' 11 " W 329.41 IAPPROX. LIMITS OF DISTURBANCE (TYP)I \\\\ \\\ \\ \ yb1\ / / IIII IIIII IIIII I I I / / / \ �. // IIIIIII I I III I I I I I I I 5bb ✓ J/ /IIIII I 1' I I I I \565 1569 INo NEW WAREHOUSE EXPANSION \ \\\ \ r / (PHASE 1) 22,312 SF FFE = 569.89 \ \\\\ - - 564 -550 \ \ 545 1� / C — 4p — / Rs 00 \\ \ \ \ \ \ \ \ \ \ \ \ \ $ 7 �1 ILo Lr) i E\ \ \ \ \ \ \ \ \ \ \ \ \\\ \ \ \ \\ \\ \ \ �INCE �s S 31'100, 38'17" 372. PHASE 1: BIOFILTER # 1 - 2,640 SF LEVEL 2 (SEE SHEET C6.0 FOR DETAILS) s REPLACE RIP RAP PPROX. LIMITS OF DISTURBANCE (TYP) rn 1 I I \ \ \ \\ \ \ \\ S PHASE 1: EXPANDED EXTENDED DETENTION BASIN - LEVEL 1 \ \ \ SO HATCHED AREA DENOTES LIMITS OF NEW BASIN \ SSS (SEE SHEET ('6.0 FOR DETAILS) L Z 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z 0 F— Q Z ^Q// O � � L.L.i Owe U a) w Q CIO J O Q V—i ILL w 0 � TI� i 7� Z U o � U �i U GRADING PLAN PHASE I Job Number: 20040 r 0 of ,3` r� U ERIC W. WOOLLEY Y LIC. NO. 37088 O 8-9-2021 k+ '.0 O NAL Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: C4,11 copyright 0 2021 by Woolley Engineering 6of21 0 H ELEC. TELE. N 5 0 H ELEC. TELE. TV — — _ — — — — —_ PHASE 3: BIOFILTER #213 - 695 SF LEVEL 2 PHASE 3: BIOFILTER #2A - 728 SF LEVEL 2 = _ — — — — — — — — — — (SEE SHEET C6.0 FOR DETAILS) °� (SEE SHEET C6.0 FOR DETAILS) --- ---------- LP Po 584� // / _ — — — — _ — — — — — — - 8 7 5 - 4 0 - _ — — — — — — — — — — — — —_---_ i— _------------- — -- _—_—_ — -- ------------------ ------ — _-----------_—_------------- _--- ---- — �\ \ --_— — / PHASE I : PRE-TREATMENT CELL FOR _ — — _ — — — — — — — — —575—_ — _ — — —_� _� _� \\\ \\\ \ _ _ —_ EXTENDED DETENTION BASIN —------ ------------------- ----- — �\\\\� 582_ (SEE SHEET C6.0 FOR DETAILS) — — y c — — �— — �_ _ — — -- _ _ �— \ \\ \ \\\ C oov w 1w ywiw \ w yw —W'—ii - w i� —w ow —w 575�— -- ---- --I --�� �10 \\569 ---- ME I rRA MP sm v / + \ 59 .4 / sas,-� v 1 V / � y v \ 56 sz+ NEW WAREHOUSE EXPANSION (PHASE 2) 38 657 SF FFE = 569 89 9 24" W.O. �\ 2j6" W.C1 . t 1 O �J 115 b FDC SIGN R.O. Wu [Alliv 7:111011 EXISTING ISTRATIVE AD ✓E EXISTING E ASPHALT \\ 1 A I// s.87+ � 965 mc. weu ■ 6" PVC O I / I 57 . I / . 56 I I \ \ 5\bS �7+ I \ o CONCRETE ISPHALT \ \ ` ASPHALT I -1-565.8 CONCRETE + 565.7 \ \ \ \ \ \ ASPHALT I I m CONCH III I. —1 j\ EXISTING CRUTCHFIELD WAREHOUSE NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FFE = 569.89 ox+c. wwc UUNG. WALK \\ \� - C i \ i �� i / ' ` - i ' / 'C i \ 'K \ 66 Will P \ NCE \ \ �IE\ \ \ \ \ \ \ \ \ \\ \\ / �� n. MW All W W S 30'24'11" W 200.77' S 30'24'11" W 329.41' u �„ APPROX. LIMITS OF DISTURBANCE S 31'38'17" 372. APPROX. LIMITS OF DISTURBANCE (TYP) APPROX. LIMITS OF DISTURBANCE (TYP) PHASE 1: BIOFILTER# 1 - R LEVEL 2 (SSEEEES SHEET C6..00 FOR DETAILS) I IIIII 1 1 I I// I 11 I 1 I I/ \ II I,II II I I I IIIII \ � I I II111111111 I II 11 '11 ii' I III �III� II I I I III I I I I I I� IIIllillll � II jug — /AW\ \ l _� L0 00 0 \ all nw�� w�%jne��nn�� w� .. L E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z O F— Q Q z O � � L O uw O w U a) w QCIO J O Q LL W O z U o F— U U GRADING PLAN PHASE 2 Job Number: 20040 va OP r� U ERIC W. WOOLLEY Y LIC. NO. 37088 O 8-9-2021 kv ��ss! O NAL S� Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: C4,12 copyright 0 2021 by Woolley Engineering 7of21 Q�� 0 H ELEC. TELE. o �• �Dc cbCp� PROPOSED 20' WIDTH PUBLIC WATER EASEMENT Z C3 O� PROPOSED NEW STORMWATER MANAGEMENT EASEMENT SEES E C5.3 F R CATION OF WATERLINE TIE INI N 2T4O'39" E 875.40' 13° GUM NEV\ STORM DI10 18 / C RAISE TOP Rim - 568.50 INV OUT = 565.00 \ � /EXISTING MANHOLELE - - - - - - - - - - - - - - - - - - - - - - - - tNV�573.6' MP V.'571. 22 4 RC� / W W -W -W -W -W -W W -W -W -W -W -W -W -W -W -W -W / / \ / MANHOLE `__� TOP \ STORM DI 9 ) N=5 7X 68.0' ' 24" HPDE ( 1 1 ) Rim = 569.00 � 1 3 / ( / / \ \ / \ / \` _ J7 / \ ur=566.s.5' 2a"HDPE _ INV OUT = 563.80 PE 10 � / / \� DI - TOP 576.19' INV IN = 563.90 \,5 NO \ \ \ IN=565.9' 24" HPDE ^ \\a OUT-565.8' 24' HOPE 24'HDPE DI-1 - _ ________ --- /\ ---1 INV.=581 / (� GRAT -567 9 [ \ - DI-3., L=6' STORM MH 7- _ / _ - - - - TOP=I573.8' t Rim = 573.80 a W / V2 a� w=SgBo.7' 2$a" RCp INV OUT = 560.70 R Opr \ OUT=560.7' 24" RCP INV IN = 560.70 (24") SS MH 5 -f��---- 26" W.O. t t 3 T KEY OSanitary Sewer Structure OStorm Structure New Light Fixtures Boundary Easements -------------------- Electric E Fiber Optic F.O. Gas _0- Telephone T Waterline -W - BP = Break Point Conc. = Concrete Cont. = Contractor EJB = Electric Junction Box Elev. = Elevation Ex. = Existing FDC = Fire Department Connection FH = Fire Hydrant GV = Gate Valve HDPE = High -Density Polyethylene Inv. = Invert LP = Existing Site Light MH = Manhole R.O.W. = Right of Way Sant. = Sanitary SS = Sanitary Sewer St. = Structure Typ. = Typical UGT = Underground Telephone (D' i 0 �j -DELIVERIES 1` PROPOSED NEW STORMWATER 1 MANAGEMENT EASEMENT TE=5 3.1 12" HOPE 5 0' 15" HOPE 2.9' 24" HOPE IE .,J 24" W.O. 26" L-6' 590.72' 585.5' 12" HOPE 0 16" W.O. 1� b FOC�SIGN , f� o � - " l MW 4 S 30'24'11" W 200.77' CONVERT EXISTING DI-3B I\l TO A STORM MANHOLE b' P OF EXISTING M STRUCTURE \CE TOP WITH 8 iUND DI-1 TOP TOP=581.57' NEW DI-3 B STORM INLET, L = 4' IN=578.1' 4" PVC STORM DI-3B 8 = 76.8' 12' HOPE ASPHALT Rim = 577.00 HCP- D1-7 INV OUT = 571.00 ¢� TOP=579.24' a IN-576.8' 12" HPDE SDMH IN=576.9' 6" HPDE OUT=576.5' 12" RCP 6" PVC RIM=577.3' e SMH EXISTING ISTRATIVE AD ✓E EXISTING E M. Ny o�N w ASPHALT CONCRETE EXISTING CRUTCHFIELD BUILDING PROPOSED NEW FIRE HYDRANT WITH 20' WIDTH EASEMENT TO BE BUILT WITH PHASE 1 IMPROVEMENTS 1" W 329.41 \ INV IN = 570.00 (12') Rim = 565.70 zQ \ INV IN = 563.50 (15") INV OUT = 561.05 INV IN = 561.15 EW ROUND DI-1 GRATE TOP O \ SDMH RIy� 568.1' N--559.0' MCP SSMH RIM=584.5' IN=579.9' (6" PVC) OUT=579.7 (8 PVC) SSMH RIM=562.4' IN=553.9" (8" "PVC) OUT=553.7' (8 PVC) GRATE TOP DROP INLET PROPOSED 40' WIDTH PUBLIC DRAIN) GE ASEI ENT SSMH4 SSMH3 \ \ Rim = 568.80 Rim = 564.00 INV OUT = 559.90 INV OUT = 557.50 INV IN = 560.00 INV IN = 557.70 \ \ NEW FIRE HYDRANT TO BE CONSTRUCTED DURING PHASE 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 4)RIM 5 8.9' ® VN=55 9' (8 PVC) 225' 6" PVC I OUT=S .7 (� PVC) S 206' - 36" HDPE S S S ®� 44,�6„P1� \ 4 -- ------ 3 I:2 V� / I I I I NEW WAREHOUSE EXPANSION (PHASE 2) 38,657 SF FIFE = 569.89 I M I A _z I \) OUT=558.9 24 RCP_ ` I / I N I I N I 1�� \ 6 ) " 24' RCp / I I STORM MH 6'--- I Rim = 568.10 INV OUT = 558.90 )V DROP INV IN = 559.00 ��-�- STORM MH 5 I F(6)6" ROOF DRAIN TIE-INS. STUB IN V CUT EXISTING SEWER LINE Rim = 564.32 I Ci NNECTION DURING PHASE 1 C) AND ADD A NEW MANHOLE I I (SEE SHEET C3.0) IISPKALT CONCRETE NOTES: 1. SEE SHEET C5.1 FOR STORM DRAINAGE PROFILES 2. SEE SHEET C5.2 FOR SANITARY SEWER PLAN AND PROFILE 3. SEE SHEET C5.3 FOR WATERLINE PLAN AND PROFILE INV IN = 556.1 (24") I war INV OUT = 556.00 II\: M_ 8M#1 I. I 4 I STORM MH 2 O JI SSMH 1 . Rim = 568.00 / RIM=555.4 \ NEW WAREHOUSE EXPANSION INV OUT = 547.80 N=55,.5' (s" PV) (PHASE 1) 22,312 SF FFE = 569.89 INV IN = 548.00 ��zo �� OUT=551.4' (8" PVC) PROPOSED NEW FDC TO BE BUILT WITH PHASE 1 IMPROVEMENTS m = I yop N N _ I I I I \ I \I AFDC SIGN PROPOSED NEW FIRE HYDRANT WITH I I 20' WIDTH EASEMENT TO BE BUILT WITH PHASE 1 IMPROVEMENTS _ FENCE 1 e HDPE _ INV. 582.0' =583 3 18" HPDE - - - -� \ / f1=583.2�W' HPDE-- PROPOSED NEW 10' WIDTH STORMWATER ACCESS EASEMENT S 31'38'17" W 372.56' PROPOSED NEW STORMWATER MANAGEMENT EASEMENT RIP SWM RISER (4' DIA. CONC.) TOP=546.07' WEIR=545.54' (4-2'x0.55) IN= 540.0' 8" PVC FROM POND OUT= 539.9 18" HPDE 0 IL 4 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z 0 F_ Q Q z 0 LLJ O w U a) Lw Q _j J O � ILL w Q) 0 i 7� z U o F_U U UTILITIES PLAN Job Number: 20040 XP 1 P H OF '3` r� U ERIC W. WOOLLEY Y LIC. NO. 37088 O 8-9-2021 4+ ss! O NAL Date: August 9, 2021 Revision: Scale: I" = 30' Sheet No.: C5.0 copyright © 2021 by Woolley Engineering MANAGEMENT EASEMENT 8of21 0E E WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 PMI I I3I i HDPE 2" II C Mu copyright 02021 by Woolley Engineering EM 0 �UOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville -Virginia 22902 (434)973.0045 www.WooUey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22901 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z O Q Q Z ,O O , J O W U a) LU Q j m J O W Q 0 _ Z U o � U U CQ SANITARY 0011 PLAN & PROFILE Job Number: 20040 OF vz V ERIC W. WOOLLEY 9 A MC. NO. 37088 a S10 NAL �'$����•W Date: August 9, 2021 Revision: Scale: 1"=30' Sheet No.: C562 10of21 c� NOIlVbOdb00 Ol31dH011lb3 36-Z£ dill m Note: This sheet is for the sanitary sewer relocation only. See sheet \ s / 3�`d� 9Nlallfl8 C5.0 for all other utilities. �'bsfirj •s g8,-P� SIHl 9NOld S�00a N`dW ON � \ � 9'lSS=1n0 (Ad SCALES: N sssswlal � 1" = 30' HORN%/,'�/J� A HWSS �'_Odnn L,('NNn 30?JnOS) 1" = 5' VER Zl 6'65S nNl 30bnOS) 1Vld OS5-9ZLl 80 NOIlV210dSNH?Jl JO 1N3W1aVd30 Existing (Private) Sanita copyright ©2021 by Woolley Engineering E E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22901 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT lob 7` ZYOO Q Q Z .® O > ^� W X ® W Ua) LLJ Q j m J O < �-JJ JQ LL 0 LL 7 U o U U WATERLINE PLAN & PROFILE Job Number: 20040 r� U ERIC W. WOOLLEY Y LIC. NO. 37088 �O� 8-9-2021 �SSIONAL 1 Date: August 9, 2021 Revision: Scale: 1" = 30' Sheet No.: C53 11 of 21 PI Sta = 21+72.51 PI Sta = 23+01.01 PI Sta = 26+53.91 PI Sta = 26+87.10 N = 4668.28 N = 4792.52 N = 5097.47 N = 5105.94 E = 1978.10 E = 1945.31 E = 2122.90 E = 2155.00 I = 45'00'00"L I = 45'00'00"R I = 45'00'00"R ¢ I = 00°00'00"L Q � \\ 8" PVC N 27'40'39" E 875.40' 45° bend PI Sta = 27+43.07 BOP = 20+00.00 N = 5120.22 N E = 4 = 1872.81 18 RCp Fire hydrant assembly E = 22os.12 45° bend I = 45'00'00"L PI Sta = 20+4 .89 a N = 4558.79 RIP FM N N � � � N = 5159.24 E = 1907.46 "L � Ex. 8' water main � o w -w -w -w -w �w �0'12'56'wE-w �w -w w -w -w -w -w w 0 / b" hydrant assembly valve E = 2231.84 Y I 00'00'00"L I = 00'00'0 / (Contractor shall �-- ---- o ------------- o S; -- ------------- = PI Sta = 20+53.68 field -verify location) b"teems------------------------- b" EOP = 27+98.23 N = 45 5.58 ate valve E = 1 18.29 6" tapping tee"x 4" reducer E - 2236.88 I '42'46"L 'tapping s s s s s valve/ / o�,�,�°sue S;2 / / bend�Z,, 30° � 4 � �' / / ;' � � � _ � ■ �_ �� W Proposed Warehouse p 8ss42•• o � _ _ Expansion (Phase 2) ABM#2 / Notes. � 3 � w �l / / r� rN�3g't Existing subsurface grades shown are approximate and r 45° bend / must be field verified by the General Contractor. cRo p See architectural plans for continuation �uMODswrRe � 45° bend and connection to building Contractor shall ensure a minimum of 3.5' of cover over the waterline. °j row' DEP H� GAS ® 32"-42't G / � ASPHALT Contractor shall ensure a minimum of 1' of ve copyright 02021 by Woolley Engineering rKC-wNJI KUL; I IVN: � � TOTAL DRAINAGE AREA = 20.15 AC - � ON -SITE = 10.62 AC - ' OFF -SITE = 9.53 AC - MONO IMPERVIOUS SURFACE = 7.84 AC ON = 5.10 AC -SITE OFF -SITE = 2.74 AC PERVIOUS SURFACE = 12.31 AC p04y ON -SITE = 5.52 AC OFF -SITE = 6.79 AC / POST -CONSTRUCTION: ' TOTAL DRAINAGE AREA = 20.15 AC / ON -SITE = 10.62 AC OFF -SITE = 9.53 AC IMPERVIOUS SURFACE = 9.92 AC O= 7.18 AC I / OFF -SITE = 2.74 AC PERVIOUS SURFACE = 10.23 AC = AC OFF -SIT 6.7 OFF -SITE = 6.79 AC I PHASE 1: BIOFILTER #2B - 695 SF LEVEL 2 / PHASE 1: BIOFILTER #2A - 728 SF LEVEL 2 (SEE SHEET C4.1 FOR PROPOSED GRADING) I (SEE SHEET C4.1 FOR PROPOSED GRADING) / PROPOSED BIOFILTER #2B DRAINAGE ARE PROPOSED BIOFILTER #2A DRAINAGE ARE TOTAL DRAINAGE AREA = 0.48 AC I TOTAL DRAINAGE AREA = 0.50 AC IMPERVIOUS = 0.31 AC IMPERVIOUS = 0.33 AC PERVIOUS = 0.17 AC ' PERVIOUS = 0.17 AC I I PHASE 1: PRE-TREATMENT CELL FOR EXTENDED DETENTION BASIN I I I - TOTAL DRAINAGE AREA = 0.89 AC IMPERVIOUS = 0.42 AC PERVIOUS = 0.47 AC TOTAL DRAINAGE AREA = 2.13 AC IMPERVIOUS = 1.10 AC PERVIOUS = 1.03 AC t 10 r- � M, cw� /MAINTENANCE BUILDING - 1,200 SF WITH ACCESS PATH (PHASE 2) 0 0 a EXISTING CRUTCHFIELD WAREHOUSE EXISTING RIPRAP CONVEYANCE CHANNEL - TO BE ALTERED PHASE 1: BIOFILTER PRE-TREATMENT CELL (SEE SHEET C4.1 FOR PROPOSED GRADING) VOLUME = 681 CIF PHASE 1: BIOFILTER # 1 - 2,640 SF LEVEL 2 (SEE SHEET C4.1 FOR PROPOSED GRADINGI 110' WIDTH BMP ACCESS PATH (PHASE 1)1 WAREHOUSI EXPANSION (PHASE 1) 22,312 SF PPP = SAQ RC PHASE 1: EXPANDED EXTENDED DETENTION BASIN - LEVEL 1 HATCHED AREA DENOTES LIMITS OF NEW BASIN BOTTOM FOOTPRINT = 4,784 SF IEXISITNG STANDPIPE (TO REMAIN)I r Stormwater Management Narrative: Water Quantity: Pre -Construction Site Conditions: The majority of the existing site flows to an existing stormwater extended detention basin on the north east portion of the property. The small portion of the site which does not enter the existing extended detention basin is treated with existing Filterras located within the south east portion of the site. Outfall # 1 - The stormwater flowing through the existing Filterra BMPs within the parking lot exit the site near the south east corner. This flow does not enter the existing extended detention basin. The existing Filterra BMPs treat a total of 0.89 acres of the site including 0.47 acres of pervious surface and 0.42 acres of impervious surface. Outfall #2 - The existing extended detention basin has a drainage area of 20.15 acres. The pre -construction drainage area consists of a mix of on -site and off -site flows. The on -site flow totals 10.62 acres and the off -site contributing drainage totals 9.53 acres. Post -Construction Site Conditions: The extended detention basin is proposed to be expanded with this plan in order to retain stormwater for both on -site and off -site flows. In order to retain the flows the dam will need to raise 1'. The existing standpipe is proposed to remain. A pre-treatment forebay is being proposed in the west corner of the site near the entrance. Biofilters will be utilized to treat on -site stormwater runoff prior to entering the extended detention basin. Biofilter # 1, located to the east of the proposed phase 1 warehouse expansion is 2,640 sf. Biofilter #2A is located within the proposed parking expansion for phase 1 and is 728 sf. Biofilter #2B is also located within the proposed parking area and is 695 sf. There are no stormwater quality measures being proposed with phase 2 since the net impervious will be able to be treated with the proposed BMPs to be installed with phase 1 improvements. Method of Analysis: The point of interest for our analysis was chosen as the existing extended detention basin in order to evaluate pre -construction vs. post -construction flow rates exiting the site. This point allows for the quantification of both overland flow and concentrated flow since it is the point where all drainage conveying through the site will converge. The extended detention basin was modeled using HydroCAD software. Adjacent property site plans were utilized to model the existing drainage conditions using HydroCAD software. The modelling software projected flow rates have been summarized in the pre -construction outfall tabulation chart located below the post -construction drainage area map. Summary: The peak flow rate for the 10-YR storm is shown to be reduced from pre -construction conditions at the point of interest with the proposed improvements. This reduction meets VSMP regulations under Part II B, Water Quantity (9VAC25-870-66 B). Water Quality: The biofilters and extended detention basin will be utilized to meet water quality requirements. Drainage values were inserted into the DEQ VRRM spreadsheet to determine water quality values. The VRRM summary can be found in the calculation booklet. L Z 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z 0 F_ Q Q Z O O w Ow< U 0 w Q jILL m J O - W 0 U 0 � U U STORM WATER MANAGEMENT PLAN Job Number: 20040 XP vaOF�j`' r� U ERIC W. WOOLLEY Y LIC. NO. 37088 O 8-9-2021 4+ ss! O NAL Date: August 9, 2021 Revision: Scale: I" = 60' Sheet No.: C6.0 copyright 0 2021 by Woolley Engineering RAISE DAM 1' FROM ELEV = 548' TO ELEV = 549' 12of21 36" BIORETENTION SOIL MEDIA 12" WASHED #57 AGGREGATE FILTER FABRIC (PLACED ON PEA GRAVEL OVER UNDERDRAIN ONLY, 1-2' TO EITHER SIDE) IF NEEDED TYPICAL BIOFILTER CROSS-SECTION N.T.S. TYPICAL BIOFILTER PROFILE DETAIL N.T.S. 3" PLANTING LAYER 3" MIN. PEA GRAVEL LAYER SIDE SLOPE EXCAVATION NEED NOT BE VERTICAL 6" SCHEDULE 40 PVC PERFORATED UNDERDRAIN PIPE kln4Z All ATDII IAA D(ll VI FPkl Maintenance and Inspection Schedule: 1. The rain garden side slopes, and embankment, shall be mowed at least twice a year. Bare areas shall be reseeded and woody growth removed. 2. Debris and trash shall be removed at least once every two months and at times when accumulation prevents the structure from properly functioning. 3. Sedimentation deposition shall be continually monitored in the forebay and the basin. Any accumulation of sediment shall be removed. Disposal of sediment shall comply with Virginia Department of Health and State Regulations. 4. Inspections of the basin shall occur at least once a year for the following items: Visual Settlement, Cracking, Misalignment, Erosion, Adequate Groundcover, Trees or Shrubs, Rodent Holes, Seepage, Debris, Undercutting, Scour, and General Functionality. Any problems shall be repaired immediately. 6" NON -PERFORATED SCHEDULE 40 PVC PIPE. TO DAYLIGHT I IL E WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE FLAN AMENDMENT Z O F_ Q Q Z ry > M Owe ^� X � Ua) LLJ CIO® _J J O IL LWes\ W 0 Z U o � U 1V U STORM WATER MANAGEMENT DETAILS Job Number: 20040 Itr� U ERIC W. WOOLLEY Y LIC. NO. 37088 8-0-2021 c� TONAL S% Date: August 9, 2021 Revision: I Scale: As Noted Sheet No.: C6. I copyright 0 2021 by Woolley Engineering 13of21 #4 REBAR STANDARD CG-2 (WHERE NO 3000 psi CONCRETEv CONCRETE CURBING not to scale 4" CONCRETE 3000 PSI HIGH AIR ENTRAINMENT WWF 6X6 - W2.9 X W2.9 FINISH GRADE WIDTH VARIE MIN WID' /4":1' SLOPE L 4" COMPACTED AGGREGATE / BASE - VDOT #21-A J COMPACTED SUBGRADE CONCRETE SIDEWALK not to scale MODIFIED CG-7 2" 4" rc 1 1 /4^ 1' 1„ T F —2'-0" 7 NOTE: SEE CURRENT VDOT ROAD AND BRIDGE STANDARDS FOR CONSTRUCTION SPECIFICATIONS. LIGHT BROOM FINISH 3/8" EXPANSION JOINT SAW CUT CONTROL JOINTS, MAX 6 O.C. EXPANSION JOINTS, MAX 30O.C. CONCRETE PATIO SCORE 30"X30" SEAL 1/2" DEEP HOLE W/ MORTAR #3 REBARS 0 "CLO " 7 @ 2'-6" N VG 2^ 9„ SECTION PRE -CAST CONCRETE WHEEL STOP not to scale PLACE 5' GALVANIZED " WITNESS " POST WITH CAPPED ENDS PAINTED BLUE IN REMOTE AREAS AS DIRECTED. MARKER LOCATION MAY BE SUBJECT TO HIGHWAY DEPARTMENT APPROVAL. FINISHED GRADE _VE G AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6) INCHES ABOVE GRADE. TYPICAL GATE VALVE IRON LID THREADED PLUG CLEANOUT ADAPTOR — FINISHED GROUND (3" CONC. RING) ADJUSTABLE VALVE BOX VDOT NO. 21A STONE „Y„ CLEAN OUT not to scale SECTION 1" COMPRESSION x 3/4" MALE PIPE COUPLING OR APPROVED EQUAL TYPE "K• _ iOFT COPPER TEE NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. LOCKWING BALL 36" MIN. 1/8 BEND COUPLING /�, / \ s. STOP SAND OR DUST UNDER BOX AND SETTER (2-INCH MINIMUM THICKNESS) FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES. E� 2' R +" POMPRESSION x 3/4" MALE PIPE COUPLING ,PPROVED EQUAL FOR USE ON DETACHED SINGLE FAMILY RESIDENTIAL SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED. —CAST IRON LID FINISHED GRADE 1- 12"-15" III. — —L, METER BOX BRICK AS NECESSARY 4" DIAMETER DRAIN PIPE, 12" LONG STONE POCKET, VDOT SPEC. 203, NO. 57 AGGREGATE TYPICAL SERVICE LATERAL INSTALLATION (5/8" & 1" METERS) NITS NITS FIG. W-5 FIG. W-6A TD-9 TD-10 maim c� L z 0 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z O Q OLiC_ Lu 0 ^� X < Ua) LLJ ® cn m __J J O LL W U D O � U 1� U GENERAL DETAILS 4" Job Number: 20040 1'-0" 0 OF D� EANOUT'r� U ERIC A. WOOLLEY Y LIC. NO. 37088 �O14 8-9-2021 , 't's!O VIAL slr Date: August 9, 2021 Revision: Scale: As Noted Sheet No.: C700 copyright 0 2021 by Woolley Engineering 14of21 Schedule Symbol Label QTY Catalog Number Description Lamp Number Lumens LLF Wattage Lamps per Lamp 4 KAX2 LED P2 40K R5 KAX AREA SERIES SIZE 2, PERFORMANCE LED 1 20925 1 248 3 MVOLT HS PACKAGE 2, 4000 K, TYPE 5, 120-277V, HOUSE -SIDE SHIELD Statistics Description Symbol Avg Max Min Max/Min Avg/Min Parking Lot and Entrance X 4.6 fc 11.0 fc 0.0 fc N/A N/A Property Line X 0.0 fc 0.0 fc 0.0 fc N/A N/A PLAN NITS HANDHOLE GROUNDING LUG #8 BARE GROUND WIRE IN %2" HEAVY WALL P.V.C. CONDUIT r-- 3" 11111� 1111113 II.II Illl � i 5/8" X 8' COPPER -CLAD 1' 6" GROUND ROD ROUND MIN. EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ANCHOR BOLT HOLES PER MANUFACTURER FIXTURE & POLE HEIGHT: (20' Height) SQUARE ALUMINUM COVER PLATE W/ TYP. GALVANIZED ANCHOR BOLT 6 #6 VERTICAL REBARS WITH #3 TIES 12" O.C. (EXCEPT @ 3" O.C. FOR TOP 2 TIES) FINISHED GRADE BACKFILL AND SEED 2 10 TYP. INSTALL ELECTRIC WIRE AND 1" (TYP.) CONDUIT MIN. TWO FEET BELOW GRADE NOTE: 3'-6" MIN. EMBEDMENT IN ZONE OF UNDISTRUBED ORIGINAL SOIL OR 3" TYP. CONTROLLED COMPACTED FILL. ALL SIDES CONCRETE SITE LIGHT PEDESTAL not to scale KAX LED Size 2 LED Area Luminaire Specifications EPA: 1 ft Length: (ALLm) Width- 13" _ 131.) Height: s _ L Ohla) Weight 411bs (Max)! 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A.49 A.43`�:28 A.15 A.11 A.OS A.O6 A.06 A.07 A.04 A.04 A.03 A.02 A.02 A.02 A.a1 A.01 .001 A.Ot A.01 A.00 A.00 A.00 A.00 A. AFDC Q o 26" W.O. 01 A.02 A.03 A. HCP A.34 A.37 A.39 p.42 A.46 A.46 A.42 A.36 A.33 A.34 A.37 A.40 A.42 A.44 A.46 A.44 A.39 A.3 .33 A.33 A.34 A.35 34 A.30 A.21 A.14 A.08 A.07 A.OS A.OS p.05 A.04 A.03 A.03 A.02 A.02 A.01 A.01 A.O1 .001 A.01 A.O1 p.00 A.00 A.00 .0 00 A. Capable Luminaire This item is an A+ capable luminaire, which has been designed and tested to provide consistent color appearance and system -level Interoperability. • All configurations of this luminaire meet the Acuity Brands' specification for chromatic consistency • This luminaire is A+ Certified when ordered with DTL"' controls marked by a shaded background. DTL DLL equipped luminaires meet the A+ specification for luminaire to photocontrol interoperabilityi • This luminaire is part of an A+ Certified solution for ROAM"or XPointTM Wireless control networks, providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded background' To learn more about A+, visit www.acuitybrands.com/aplus. 1. See ordering tree for details. 2. A+ Certified Solutions for ROAM require the order of one ROAM node per luminaire. Sold Separately: Link to Roam; Link to DIL DL.. A+Czpableopuens lellcated by Macolot backgraend. • EXAMPLE: KAX2 LED P2 40K R3 MVOLT SPA DDBXD KAX2 LED Shipped installed PER NLMAWa-lock Rceptacieony((untrotofdermpaw)cxc PERS Ilse-wirereceplacleonry(ontr*olde(separate)eu PER2 ,even-wherecoxleonty((onbolsoWseparate)'u PIA P.i-level, nancn/anhenlwrrser,fl-IS'modnun0 licvght,amdentl ufelllabled a. 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L/GHT/NG. 020112018AmnyBnnd:Ughimg,Inc Alrigh nerved. y15Qllare llpM,ll0.g) - 0 1 24" W 0 m m ko AA.p.21g6lpD.29.0.31 .29 A.31 A..32 D.35.0.34.0.31 ..A..29 A..27 A..27 A..29 A.30 A.31 .0.35.0.36 A.A.29 A.25 .24 .0.24.0.25 A.25 A. 4.21 A.15 A.11 A.01 A.01 A .0O1t AA..0o11 AA..01 A .01 .0. 00 A.00 A.00: AA. 46° W tout. wu o 8�A.19 .18.0.1 A.16A.12A.09.0.O6A.05A.04A.03A.03A.02A.03A.03A.02A.02A.01s A.01 A01 .0.01 .0.01 A.01 .0.00 .0 00 A.00 A. 6WC o A.19A.20A.21 A.21 A.22A.22A.21 A.20A.19A.19A.20 A.21 A.21 A.22A.22A.21 A.18 A.17A.1 A.15 A.15 A.14A.1 A.13 A.10 A.08 A.OS A.04 A.03 A.03 A.02 A.02 A.02 A.02 A.02 A.02 A.01 A.Ot A.01 01 A.Ot A.01 A.O i A.00 A.00 A.00 sselof d 16A.16 .t7A.17A.17A.t8A.17A.16A.16A.16A.16 A.17A.17A.17 A.17A.16A.14A 14A.1 A.12A.12 .11 .1 .10A.aBA.06 A.04A.03A.03 A.02A.02A.02A.02A.01 A.02 A.02A 07 .0.01 A.01 01 .0.01 A 01 .0-01 .0-00 A.00A.00 A.A.0.07.D.05.0.04.0.04.0.03.0.03.0.04.0.02.0.02.0.02.0.01 A0AAOA0008AO0.0.00A.m .0.13.0.13 .13A.14A.14A.14A.14A.14,0.14A.13 A.13A.13A.13A.t3.0.13A.12 .0.11 A 11 .0.1 .0.09 A...6.0.05.0.4.0.03.02 .02.02.02 A.01 .01 0.01 ..01 01 A.01 .0.01 01 .0-01 D-01 .0 01 .0.00AA A.11 .11 A.12 A.12 A13A.13A.12C�1 2 A.11 A.11 A.11 A.11 A.11 A.11 A.10A 09 A. 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DNAXD Namralalunnum DWHXD Wince INTO knured dark brorme DBLBXD lextured black DNATXD Ternnednatumlalummum I)WH6XD kulledwtlire KAX2-LED Rw.0a28:18 3( Page, of JB EOSC. tout. wwx 0 NGV 0 XGV EXISTING IISTRATIVE ADC VE EXISTING BL (:aut. wux EXISTING CRUTCHFIELD WAREHOUSE S 30'24'11" W 329.41 V H FDC SIGN O E I WooI.I.EY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 NEW WAREHOUSE EXPANSION (PHASE 2) 38,657 SF FFE = 569.89 NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FFE = 569.89 / - _ _ _ _ _ n S 31'38'17" W 372.56' MAJOR SITE PLAN AMENDMENT Z O Q Z ^Q ILL � O • ^ rO v I / LLI ® X I t 5� U a) `< L J Q m 1 O LUL W Wn�\ _ Z U o � U U SITE LIGHTING PLAN Job Number: 20040 va DF r� U ERIC W. WOOLLEY Y LIC. NO. 37088 0 8-9-2021 Jk ss!ONAL ��G Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: SU 0 copyright 0 2021 by Woolley Engineering Scale: 1" = 30' 15of21 N 27°40'39" E 13" GUM \ (3) - JAPANESE ZELKOVA (3) - JAPANESE ZELKOVA \ /- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ----------� RP W 5, W -W -W -W -W W -W -W -W -W -W -w -w -W w -W -W -W \ \ / X - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ 10 T / _ M#2 _ „ l R OPri W 26" W.O. 3 r r DELIVERIES 0 s_.J 24" W.O. 2C o 18 -R.O. '� \1 b FOCSIGN f 24" RIM=578.4' IN=574.6' s BOUT=574.6 o� N o ASPHALT r�* r \ County of Albemarle Conservation Plan Checklist -To be placed on Landscape Plans € o (Handbook, pp 111-284-111-297 for complete specifications) I. The fallowme items shall be shown on the olan: -i ® Trees to be saved; ® Lit nits of clearing (outside dripline of trees to be saved); / ® Location and We of protective fencing; 63 Grade changes requiring tree wells or walls; / 0 Proposed trenching or tunneling beyond the limits of clearing. / 2. Marklnas: ® / All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. / ® No grading shall begin until the tree marking has been inspected and approved by a County Inspector. / 3. Pre -Construction Conference: / 0 Tree preservation and protection measures shall be reviewed with the contractor on site. 4. Eauloment Operation and Storage: 0 Heavy equipment, vehicular traffic and storage of construction materials including soil shall not be permitted within the driplines of trees to be saved. / 5. Soil Erosion and Stormwater Detention Devices: / ® Such devices shall not adversely affect trees to be saved. / 6. Fires: / ® Fires are not permitted within 100 feet of the dripline of trees to be saved. / 7. Toxic Materials: / ® Toxic materials shall not be stored within 100 feet of the dripline of trees to be saved. / 8. Protective Fencing: ® Trees to be retained within 40 feet of a proposed building or grading activity shall be protected by fencing. ® Fencing shall be in place and shall be inspected and approved by a County Inspector prior to grading or construction. ASPHALT CONCRETE EXISTING CRUTCHFIELD WAREHOUSE \. Qn \ 8D \ \ 1:19 CONCRETE SSMH RIM=584.5' IN=579.9' �6" PVC) OUT=579.7 (8 PVC) SSMH RIM=562.4' IN=553.9" (8" PVC) OUT=553.7' (8 PVC) Ir- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- �4 ' 3 / S S S S S S iiiiiiiiii P/7 ------------------ �4 W r I / NEW WAREHOUSE EXPANSION (PHASE 2) 38,657 SF FIFE = 569.89 / I I I / I I I I I � I I I I I I OBM#1 � I \ � I � I NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FFE = 569.89 j / 9. Tree Wells: 1A, 63 When the ground level must be raised within the driplinc of a tree to be saved, a tree well shall be provided and a construction detail submitted for approval. a - 1" - 30' - - Landscape Notes: 7. Tree Wells 10. Tree Walls: 1. Marking When the ground level must be raised within the drip -line of a tree to be preserved and 63 When the ground level must be loweredwithin the dr plinc a tree to be saved a tree wall shall be provided; and a construction detail All trees to be preserved and protected shall be marked with paint or ribbon at a height protected, The plan shall show, identify, and provide a detail for a tree well. submitted for approval. clearly visible to equipment operators. No land disturbing activity shall begin until the tree $•Tree Walls 11. Trenching and Tunaellmt: marking has been installed by the contractor and inspected and approved by The County When the ground level must be lowered within the drip -line of a tree to be preserved and � When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of [tees as possible. Tunneling Engineering Department. protected, the plan shall show, identify, and provide a detail for a tree wall. under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 2. Equipment Operation and Storage 12. Cleanup: Heavy equipment, vehicular traffic, and the storage of construction materials and soil shall 9. Trenching & Tunneling When trenching for any kind of underground water, sewer, electrical, cable, telephone, or ® Protective fencing shall be the last items removed during the final cleanup. not be permitted within The outside drip -line of trees to be preserved and protected. other utility service is necessary within the limits of tree protection or beyond the limits of y p y 3. Erosion Control Measures and Stormwater Management Facilities clearing, the separation from the trunks of trees shall maximized to the furthest extent 13. Damaged Trees: Temporary erosion control measures and/or permanent st management facilities possible. Tunneling shall be required when deemed, by the County Engineer, that ® Darra cd trees shall be treated immediate) b g y y pruning, fertilization or other methods recommended by a tree specialist. ff locations shall be coordinated such that they shall not adversely affect trees to be adversely p trenching will significantly damage feeder roots of trees To be reserved and protected. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION preserved and protected. 10. Damaged Trees & Compacted Root Zones REQUIREMENTS. CS �c C, \, �A 11 I \ 1 lA �' N' '� J J \lam \U.t� �l lVl� �I V 4. Fires Fires shall not be permitted within 100 feet of the outside drip -line of trees to be preserved and protected. A. Any damage To The crown, trunk, or root system of any tree To be preserved and protected shall be repaired immediately, in accordance with the practices in the Erosion & Sediment Control Handbook. Care for serious injuries shall be prescribed by a rofessional forester or tree s ec'al'st (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page 1 of i p p 5. Toxic Materials B. Soils which have been compacted, over the root zones of trees to be preserved Toxic materials shall not be stored within 100 feet of the outside drip -line of trees to be and protected, shall be aerated by punching holes with an iron bar every 18" over The root preserved and protected. zone. The bar shall be driven 12" deep and moved back and forth in each hole until the soil is loosened. 6. Protective Fencing 11. Removal of Temporary Protective Measures No land disturbing activity shall begin until the tree protective fencing has been installed Tree protective measures shall be the last of the temporary erosion control plan measures by the contractor and inspected and approved by the County Engineering Department. removed during the final clean-up NOTES: ALL LANDSCAPING AND SCREENING SHALL BE MAINTAINED IN A HEALTHY CONDITION BY THE CURRENT OWNER OR PROPERTY OWNERS' ASSOCIATION AND REPLACED WHEN NECESSARY REPLACEMENT MATERIAL SHALL COMPLY WITH THE APPROVED LANDSCAPE PLAN. LANDSCAPE CONTRACTOR SHALL CALL MISS UTILITY AND CONFIRM LOCATION OF ALL UTILITY LINES TO ENSURE NO CONFLICT WITH TREE PLACEMENT. GROUNDCOVER SHALL BE GRASS OR MULCH UNDER OTHERWISE SPECIFIED VEGETATION. motor RIP Itra.l.Ts.���a�xsfa.lf 2 58.9' 9 " PVC) 7�8(8 PVC) w SSMH 1 RIM=555.4' IN=551.5' �6" PV) OUT=551.6 (8" PVC) OUT=551.4' (8" PVC) SYMBOL JQTY I BOTANICAL ICOMMON ISIZE 6 ZELKOVA SERRATA "GREEN VASE" JAPANESE ZELKOVA B&B, 1 1/2 - 1 3/4" Cal. TREE CANOPY CALCULATIONS 1@ 10 YRSI SPECIES HEIGHT AREA/PLANT AREA/SPECIES ZELKOVA SERRATA 20' 443 SQ. FT. 2,658 SO. FT. TOTAL PROPOSED CANOPY 2,658 SQ. FT. (0.06 ACRES) EXISTING CANOPY 1.15 ACRES (1.15xl.25) TOTAL AREA COVERED 1.44 ACRES (10.97' PARKING AREA LANDSCAPE CALCULATIONS PROPOSED PARKING SPACES 60 TREES REQ'D PER SPACE 1/10 TREES REQUIRED 6 TREES PROVIDED 6 LANDSCAPE LEGEND: BLDG = BUILDING DB = DEED BOOK EX. = EXISTING HE = FINISHED FLOOR ELEVATION O.C.= ON CENTER POP. = POPLAR R.O. = RED OAK W.O. = WHITE OAK L E 0 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.WooBey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE FLAN AMENDMENT z F_ Q Q Z � 0 LU � ® Q_J W U0w jm J 0 LL w ,�I `1 W 0 i 7� Z U o � U U LANDSCAPE PLAN Job Number: 20040 4-Pa OP r� U ERIC W. WOOLLEY Y LIC. NO. 37088 O 8-9-2021 4+ ss! O NAL Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: L 1 00 16of21 copyright 0 2021 by Woolley Engineering