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Home My WebLink AboutSDP202100067 Plan - Revision 2021-12-06CRUTCHF1 LD CORPORATION 1. 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) Property is located within Airport Impact Area Overlay and Steep Slopes Overlay 4. Existing Zoning: LI (Light Industrial) Rezoned to U 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 MAJOR SITE PLAN AMENDMENT #2 TO SDP 200400 7 08 SDP202 7 00067 RIO MAGISTERIAL DISTRICT TMP 32-10, Charlottesville Airport Authority Deed Book 1568, p 553 Current Use: Ground Lease to Rental Car Companies 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 (horizontal: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). K. Accessible parking spaces, access isles, and accessible routes shall be installed in accordance with ICC ANSI Al 17.1-09 and the 2015 Virginia Construction Code. L. All roof drains shall discharge in a manner not to cause a public nuisance and not over sidewalks. M. A Knox Box will be required with this plan. Please coordinate the location of the required Knox Box with the Fire Marshal's office. N. Fire Flow and sprinkler system design will be provided to meet the requirements of NFPA 13. O. The Contractor shall refer to the Geotechnical Engineering Report by Underhill Engineering, dated June 14, 2021, for site geology information. 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 of 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.) Biofilter #1 will treat a net impervious suface area equivalent to the majority of improvements for phase 1. Stormwater treated by Biofilter # 1 will convey into the existing extended detention basin which will be expanded during phase 1 of work. ii.) Stormwater from the new parking area will be treated by two biofilters. Biofilter #2A and biofilter #2B both ultimately convey into the existing extended detention basin which will be expanded during phase 1. iii.) Stormwater from phase 2 improvements will be included in the net impervious surface treated by phase 1 stormwater management improvements. No additional stormwater management improvements are proposed with phase 2. 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: Commercial/Office Indust(al/Warehouse 14. Maximum number of employees: 230 Pre -Construction Post -Construction 19,323 sq. ft. 19,323 sq. ft. 84,872 sq. ft. 145,841 sq. ft. 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 1.) 238 regular spaces ii.) 7 HC accessible spaces 17. Construction Phasing See plan sheet C3.1 for proposed improvements for each proposed phase of development 18. Fire Flow Data A. Fire Flow and sprinkler system design shall meet the requirements of NFPA 13 B. ACSA Available Fire Flow: 4,376 gal. 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 ® n O \QUO 0 / o /°U'�ac SITE ti 0� V 0� n W ��• o O o o a�lo a �� o %o •o � o d o nt 0 • 0o II n �G p°,r�O o0o 0000a v 2 O oo i 000ao o' �0000 00 \ IJ ph+ Oy C \ �W O 0 0 o �S \ 0. SCALE., 1"= 7000' 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 ❑ C6.1 Stormwater Management Details ❑ C7.0 General Details ❑ S1.0 Structural 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 LM 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 Z O F_ Q Q Z 0 ry Lu 0W< ^� Q I� Ua) LLJ C)j CIO J O _ LL W U O F_U 1� U COVER SHEET Job Number: 20040 XP VR OF ,3` Itr U ERIC A. WOOLLEY 9 LIC. No. 37088 12-2-2021 TONAL S% Date: August 9, 2021 Revision: I Scale: As Noted Sheet No.: C1.0 copyright © 2021 by Woolley Engineering 1 of 22 v 'rs LEGEND O = MANHOLE BW = BAY WINDOW -& = UTILITY POLE CO = CLEAN -OUT o = YARD OR POST LIGHT CONC. = CONCRETE ® = STORM DRAINAGE GRATE DB = DEED BOOK O = PATIO DRAIN EQUIP. = EQUIPMENT B8 = GAS METER FFE = FINISHED FLOOR ELEVATION b = SPIGOT HDPE = HIGH DENSITY POLYETHYLENE PIPE ®y = DOWNSPOUT WAC = HEATING, AIR CONDITIONING EB WATER METER JB = JUNCTION BOX m = WATER VALVE PVC = POLYVINYL CHLORIDE PIPE x )E- = FENCE RCP = REINFORCED CONCRETE PIPE e 9 = RA�l1NG TIN= TOP OF WALL a = SIIGN�POST UGE = UNDERGROUND ELECTRIC LINE O = POST or BOLLARD UGT = UNDERGROUND TELEPHONE LINE x = SPOT ELEVATION VCP = VITRIFIED CLAY PIPE 0 = TREE OR BUSH WL = WAT% LINE..... WM = WATER'METER WV = WATER VALVE ? = UNKNOWN 07RIFIED LOCATION 2 CENTB Aoo � DB 1( , r 1 v � ry p h� 2 20' A.C.S.A. WATERUNE _ EASEMENT 6B 2749-652 `x \ DB 1908-476 X IRON END. - / 0 / OJ 'V '4 CO / / ASPHILT / 20' ENT DEDB A.C.S.A. WATERUNE EASEMENT 274E-652 IRON END. / FF - , a0/ - ti , m ER / DB i 08-4 8 / 1EL DB i C DB 1094-605-605 / o e EASEMENT DB 905-711 S 3837'34° W 320.18' /TMP 32-17B TMP 32-1782 TMP 32-1783CHFIELD TMP 32-17B4 CORPORATION N/F THOMAS MORGAN & SHERRARD HILL HOWEN 1 N/F THOMAS MORGAN & SHERRARD HILL HGWEN N/F THOMAS MORGW SHERRAD HILL HOWEN DB 1028-107 DB 5070-36 DB 1033-373 DB 5070-36 / DB 91-340 PLAT DB 413-136 PLAT DB 413-136 PLAT I a ttl11ES 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 WIL11U1 S. ROUDABUSH, INC. 2.) THE LOCATIONS OF EXISTING UNDERGROUND UTILRIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO UNDERGROUND INVESTIGATION OF UPUTIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE \ / EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK. THE CONTRACTOR AGREES TO /X\ BE FULLY RESPONSIBLE FOR MAY 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 FEMA 4.) SURVEY PREPARED FOR: CRUTCHFIELD CORP. 5.) QUIET ACRES LANE IS A PRIVATE RIGHT OF WAY ALONG THE TRAVELWAY AS SHOWN HEREON. QUIET 26' W.O. o ' S84 I)XILY WOOBEDARU9N - /� ]U - / 0574.6 \ y \ prop=s]i My N7 ]' 01 �� AYAT lour I\ / J / . WEE W. s 5810 \ \ �\ \fitOS E$AI'� RCN_ IIiI(1%71N0G FIBER OPTIC �I I I _ - is a ( ,.�, FFE=594.62' IRON MD. 0 3UZ411 W ZW.// \ VUI SET IN MON. ) GRAM URTIE M � _ TMP 32-19E L( CRUTCHFIELD CORPORATION ' DB 913-330, 340 PLAT I S TITLE SOURCE TMP 32-9C CRUTCHFIELD CORPORATION DB 814-350 DB 863-1, 4 PLAT DB 1944-541, 545 PLAT I OWN TMP 32-9C �L CRUTCHFIELD CORPORATION h Q #1 CRUTCHFIELD PARK 9 �6� CHARLOTTESVILLE, VA 22901 0 TMP 32-1 55MH RN=M2.4' CHARLOTTESNLLE-ALBEMARLE AIRPORT RY=584.5' IN=553.9" X AUTHORITY Ix•s]9.9' /(6' P,C)) aU1=553.r (e• P�) 9 DB 3524-622 ZTV 0 H ELEC./TELE. 0 H ELEC. 1ELE. \ 558 - - - - � / 8• PIC ER `-----�� `� I i IRON MD. N 2r40'39° E 875.40' - WTP 5&5128`•4lPOE D �� - �_ SNP \ \ \ \ \ y / \ I NI1552.99 (8 P/C) 1 DIR•552.Y (8• Pk) \\\ ■ O0M1E=55].9' \ 571.1 ` \ MOOS I OUT=562.J' /TI lr✓=560.YY 24ARCP \ \ IN- ` AWHALE 1 MM=568.)' 4" RCP \\\y\� P09.24' EPEE 14 �p\` I I 6s8.12'PoFCP 6° PVC fa•.1=5P.3' \_ \ IN= 6.1' 24' RCP \ \\ c. DNIP SSMH \ 1 5 15' RCP \ I M•s]5.0' \ T=55 . 24' RCP \ \ �. I11•574.6'=565.9. 6 DROP `•y? d`hl' 5 . 9----' A9HP1T mrT ' I 1 +5%.8 CONCRETE +565.7 \ \\\ \\ �-\ \ \\✓\" E i0R I ✓i \ \ \ J I TMP 32-19B N/F COMMONWEALTH OF VIRGINIA \/ \ BM/1 I DEPARTMENT OF TRANSPORATION /\ 56 �°r \ � I DB 1726-550 PUT z 56.0E 21*�. - tiR S 1 11 INJ( WOODS TMP 32-9C 1 \ CRUTCHFIELD CORPORATION \ \\\ #1540 QUIET ACRES LANE 12 C \ SO 8451N 5WM RISER46.0 (4'NA (CONC.) IN 564000 8'AL2 �f POND 1 OUT= 539.9 18• HPOE CONC. WALK ASRWLT \ �''^�' �NCE \ -�� 2p %MWA\\ \ SIB, 3,490 1 \ SWM/BMP (ACILRY EASEMENT \ J DB 5138-f68, 474 PLAT 18° HOPE M, fie• �� \ \ \ \ TMP 32-19C1 WRB, LLC 8 ', �� \ 1 \\ , -- P Exr stl � = 8 B, L=6Nmx ]� DB 2944-158 \ `>n\\ UT MOMENT 5138-I56, 4fi3 Hal------ = 10 HPDE --- RIP RAP NOOOS DB 1664-328-329 P �M 20' AC.SA WATERUNE }\ EASEMENT DB 1588-183 o W � - - - -- S 30'24'11° W 329.41' �r `�' S 31'38'17° W 372.56 o IRON END.' ER SET IN MON. IRON END. TMP 32-9D1 TMP 32-6R N/F LUCILLE T. MILLER UNIVERSITY OF VIRGINIA FOUNDATION DB 2936-652 DB 2712-325 DB 913-338, 340 PLAT DB 2635-454 DB 4957-692 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• CURVE TABLE NOE ANGLE 1 RADIUS ARC CHORD BEARING LENGTH C1 16'08'38° 1561.22 11158.13 S 2445'01° E 157.61 C2 I OT43'55° 1523.40 124.96 S 15'18'46° E 24.95 G.V. 7CIRX' HUGHES LTC. NO. 1458 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 8-05-2021; AND THAT THIS PLAT, MAP OR DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. TOPOGRAPHIC SURVEY CRUTCHFIELD CORPORATION 1540 QUIET ACRES LANE RIO MAGISTRIAL DISTRICT - ALBEMARLE CO., VIRGINIA APRIL 14, 2021 REV. 8-5-21 PREPARED FOR: CRUTCHFIELD CORPORATION KIRK HUGHES & ASSOCIATES LAND SURVEYORS & PLANNERS 220 EAST HIGH STREET CHARLOTTESVILLE, VA 22902 (434) 296-6942 EE 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 0 F_ Q Z NQ 0LU �> Ow< X J LL U a) w Q jLL J O Vm/ \ W Q) O _ Z U o F_ U U EXISTING CONDITIONS EXHIBIT Job Number: 20040 Date: August 9, 2021 Revision: Scale: 1 " = 50' Sheet No.: C200 copyright © 2021 by Woolley Engineering 2of22 HATCHED AREA DENOTES STEEP SLOPES OVERLAY - MANAGED SLOPES I SSMH \ I TMP 32-1 SSMH RIM=562.4' I CHARLOTTESVILLE-ALBEMARLE AIRPORT RIM-584.5' IN=553.s" (8" PVC) PROPERTY LINE AUTHORITY N=579.9' S6" PVC) o OUT=553.7' (8" PVC) OUT=579.7 (8" PVC) I I)) r I DB 3524-622 0 H ELEC.Z TELE. N O/H ELEC./ TELE. TV 7 _ - 5 / ��. I REMOVE EXISTING RIPRAP /i 5 -- \-�- -- --------------------- - - - \ `-�--__-------��/ / QV 8" PVC _- 38$-_--_ _ _///----�_��-- - 385- ----' - ____----------_- - - - - - - - - - - - - - - - - -----S84_ ----- ------------ ----- ---///��2740'39" E 875.40 __--__ EAR TREES AND OTHER LANDSCAPE _ ____ II I I I1 1 1 \ 1 I I I II I I II II \I I1\ \ 11 I I I� I I 11 \\ I I I I I I I I -------- ---- -- ----RADJUST EDGE OF M-k.--Z6REM-OVE EX-ISTING CURBING. ILL AND REPAVE/ I\I I I I II I \ \� \\II\ � ENT _ F PAVEMENT - - - - - - - __ 5 0F EXISTING EDGE 0 --- LlLtLY WOODED/BRUSHY-1 \ I I I I I I I dTEL ESM'T. 1094-605 aTna\ A��---- j j/ QUIET ACREgI ENE CITY CAS \ DEPTH 3 " 2 42 t C- 26" W.O. 0 =E CONC. CONC. W" -------_ - ------------sRAs+NU_s _------------ $ I APPROX. PROPOSED TREELINE ---- -,� REMOVE EXISTING TREE I / \ \ \\ � \ _-------� / R / / / / / \ \\\\ \\\ \ �fMeNJMgNF r j /--<---- --- ----1- J ----- / / __ I ) \� \ \ \ \\ \ \ II OB 7 20 _-' J� // / --I----1- --- f----- J-------I----------L--- _ \ \ \ -� ABANDON EXISTING STORMWATER MANHOLE / J I ' / / �/ / \ - \\ \ \ \\ \ \ \ C \ ACCESS EASEMENT (SEE SHEET C5.0 FOR TOP=5777 / I--/ REMOVE EXISTING DI -1 AN `\ \ \ \ \ \ NEW PROPOSED EASEMENT LOCATION) \ \ 1 \ I I 1 IN-%X 24" HPDE/ DI-7 I I / / --' \ \\\ \\ \ \ \\\ \\ �_> / 11 1 1 \I I I I I\ 11 `� \ SSMH OU 66 5-24"HDP / ♦ ` \ \ \ \ / I ` \ \ \ \ I I I I / I II \ \ \ I RIM=558.9 / � /g TOP=576.1 ' / / / -� § \ \ \ \ \ \ // 1N=565.9' 4" HPDE / / / \ \ \ \ \ \ \ I IN=552.9' 8" 24" I / / \ \ \ \------ / / I \ I 9UT-552.7 (8' "°PE OUT=56581--24" HDPE \\ \\ � \ \� h\\\ \ \ \ \ \\\ >_" HOPE 5" HOPE 24" HOPE J JA 15�� S 30'24'11" W 200. fH=39 "t I Ljl \ % WOODS REMOVE AND RE-ROUTE SANITARY SEWER // I I 111 I ID�3B-E-B'- \ \ \� / (SEE SHEET C5.2 FOR PROPOSED SEWER) \ \573.8' - t EXIT mo RCP �� -_ \ 100, \ , POP. y'-- --ia �� - -r�- �� \ \ A 1 \\ --- 1 \\ 1 1 I I \ \ \ 1 7-7 - -- �00 REMOVE PORTION OF EXISTING SANITARY SEWER �Imo! LINE AND RE-ROUTE SEWER (SEE SHEET C5.0) `� �� - � k \ I \ \ l I\ I �A• / / �- -- �� 1`�, \\ \\ \\ \ \\ \-� � IIII I I I I I I I I I I � ��1i --- I I RIM= \ -,IN=56 6"�PVC) Oa=5 4 DI-3B, L=6' \ \ \ \ \ \ \\ / // \ \ I I I I 1 1 I \ES}TOP=581.57' N=578.1' 4" PVC M=568 1' IT 564 76.8' 12' HOPE ASPHALT 24 II II n OUT=55 . CP FDC v / p HCP DI-776�24_" ,RCP/ G \ \ \ IR ' IN=576.812HPDE SDMH24" W.O. N=5769' 6" HPDE RIM=577.3' 26" W. 0U1=5.512RCP 6' PVC -3B, L-6' SMH P=590.72' 1-5750' { I I / / -\ 6% 24_RCP __\ \\_ \ \\\ `� \\_�/ \✓ I i 11 II \ I I I I II I I T=585.5' 12" HOPE M -ss ssco WM574 64 \ 6 .0 i°PV R0� 16" W.O. =582 22' OUT=574.6 1 6 9 P C \ \Np )� 18" .0. �1P�N IN 57s7i.2' T 5 59 gg 6 PV \ \ \ \ \ I c 9 i6" I PRALT\ REMOVE EXISTING RIPRAP18" W.O.xx CONCRETE CONCRETE \\ I �i I II I I III I I 7 ASPHALT \ \ I I + ufp ASPRALT \ REMOVE AND RE-ROUTE STORMWATER \� I �0 fSM'L GE ERATOR I III I I 1 \ \ \S��o \ \ ��\ \ \��R� ��_ / / I / / /,/ / ) I I Th CONVEYANCE (SEE SHEET C5.0) _ \� \ I / / / / I I N/F COMMO 24'x14' POP. 222 \1 \9'. \�\J / l l l I III / III r _ \ \ \ I �� \ \ \ / \\�� - / l I I j I/ l I III DEPARTMENT - ssco LON I I I I I / I I I I I \ \ \ \ 1�,. DB - - - pae-woos -- � �\�� \. \ � \\ \ - \ \\ ♦ I / / 1 �I I / / � o I \ I DB 1 < m m� < 1 56.0' 12' HDPE ��y 1 OURCE UNK.)? �\ V INV�952.0' 24" RCP m mm `c m ox z o INV( SURGE UNK.�PDE� 'WOODS g \ \\\ \ \ $gM_ I m o cZi °D \\ \ 5 \ _y60 \ I I IM- N ABANDON PORTION OF EXISTING DRAINAGE EASEMENT \ \ \\ \\� \\ �� %51.5\ (SEE SHEET C5.0 FOR NEW PROPOSED LOCATION) o \ \ \ \ \ \ \ �\\ I OUT 551.E r n m \ \ I \ \ \ \\\ \\\ \\�\ \\\\�\ �\ \ \ rt� \ OUT551.4 \ I 1 I \ \ \ \\ \ \ \ \� \ - \\\ \ 1 \ i / i i �/ SS' \ \ \ I SEE ARCHITECTURAL PLANS FOR RE-ROUTING / TMP 32-9C ABANDON EXISTING STORMWATER MANAGEMENT EASEMENT \ ) OF EXISTING ROOF DRAIN LEADERS CRUTCHFIELD CORPORATION (SEE SHEET C5.0 FOR NEW PROPOSED LOCATION) `\\ \\\,\� �`_ �A,�=IIJ #1540 QUIET ACRES LANE D= ABANDON PORTION OF EXISTING DRAINAGE EASEMENT (SEE SHEET C5.0 FOR NEW PROPOSED LOCATION) \\ I\ \ \\ \ I\ 1\ \ WOODS ; I WM BAST / Sy SWM RISER (4' DIA. CONC.) NOTE: \ 1 \ \ \ \\ \ \ \ \ M✓ / I \I llll III IIII I / / I / s WEIR- R5 5.54' (4-2'05) -FFE=594.62' SEE PHASING EXHIBIT ON C3.1 \ \ \ \ \ \ \ \ r\\�\ I I I I I I I / I / / / / / / IN= 540.0' 8" PVC FROM POND FOR ORDER OF IMPROVEMENTS \I I \\ \\ \ \\ \ \ \ \ \ I I I I I if I OUT= 539.9 18" HPDE \ \ \ \ \\ \ I III I I I I \\ I \\ \\ \\ \� \� \ \\ \�i ; IIII jlll�I dill I 1 /ll It/l III �IIIII111 lll AF j/ \ (\ \ \ \ \ \ \ \ \\\ I\IIII I/ ,1 ----� 0 9�'P1j06 eia =5 . 9' . WAIERLINE wM DB 905-711 CONC. WAI! CONC. WALK FOG �- -- \ / \ \ i - i \ \ \ \ \ \ 111\ \ \\ \\� Icy - DuuPs R \ \ \ \ \ \ \ \ \ \ \ - - - -� ��\�� \\\ \\\ \\ \\ II 1 I 1 I APPROX. PROPOSED TREELINE P� �ENCE \\\Wi�1// P'fsA(C TY ) ASEIv1)=N� \ \DBE 5ii�8- 68, 474\PLq \ \ ° R P � 18° HD \ I I J `\ \ \--� \ \ 1 \ \ \ \ \ TMP 32-19C1 INV. 582 ' \ 1 \ \ , \ \ \ \ \ \ 8 2B L-6 I \ \ _ \ _" - - _\ � \ , DI \ \ \ \\ \ \ \ \ \ I I \ \ \ \ e\ \ \ \ \ \ \ \ \ WRB, LLC N \ ` \ 45 DB 2944-158 - _ PERMANENT 20' DRAINAGE __ _ OP 89.56'_ _ _ ---- -�- a -� \ \ \ \ \ \ \ I I \ \ \\ \\ \ \ \ \ \ 1 \ \ \` DB 1664-328-329 PLAT EASEMENT DB 5138-456, 463 PLAT IN=58 3' 18" HPDE / I \\ RIP -- OUT-58i.2' 18 -HPDE-1--- ---- \- --`-- - M M 20' A.C.S.A. WATERLINE EASEMENT DB 1588-183 S 30'24'11" W 329.41' I� s IIRON FND. SFT IN MON 0 30 I I SCALE: 1" = 30' EE 0 VUOOLLEY 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 0 F_ Q Q O ,,z V 0�� W 0 (1 W U a) w QCID J O � Q ILL w Q) 0 Z U o � U U DEMO PLAN Job Number: 20040 OF RIC A. WOOLLEY LIC. NO. 3703✓5 12-2-2021 �Y tiJ �IONAL �/ Date: August 9, 2021 Revision: Scale: 1" = 30' Sheet No.: CIO copyright © 2021 by Woolley Engineering S 31°38'17" W 3of22 v 15 PHASE 1 - FOR EXHIBIT ONLY SCALE: N.T.S. 14 - ----------------- 7 PROPERTY BOUNDARY 7 DWAQr_ 1- 16 i OAF 1. PRELIMINARY GRADING FOR ALL PHASES 2. NEW WAREHOUSE BUILDING ADDITION (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 ASPHALT 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 #2B (695 SF) 17. FINISH GRADE FOR PARKING AREA 18. INSTALL LATERAL AND WATER LINE EXTENSION. STUB OUT AND CAP EACH END 0 10 �• \ 0 4 PHASE 2 - FOR EXHIBIT ONLY SCALE: N.T.S. 21 e -•-'- •-'-'- •-'-'-•� 0 PROPERTY BOUNDARY C3 0 19 20 19 ------ 22 I I I I I a q PHASE 2 : (PROPOSED IMPROVEMENTS SHOWN FOR BOTH PHASES) 18. NEW WAREHOUSE BUILDING ADDITION (38,657 SF) 19. NEW FIRE HYDRANT AND FDC 20. FIRE ACCESS DRIVE (20' WIDTH) 21. NEW 6" WATERLINE 22. FINISH GRADE AROUND PHASE 3 IMPROVEMENTS EE 0 NVooLLEY 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 O LI.J O ^� X W L.L Ua) L LLJ Q �, m J O _ Q LL W O 0 _ z U o � U 1� U PHASING EXHIBIT Job Number: 20040 OF uc. No. 37088 150 12-2-2021 N��SSI O NAL '6% Date: August 9, 2021 Revision: Scale: As Noted Sheet No.: C3* 1 copyright © 2021 by Woolley Engineering 4of22 ®� TRANSITION FROM CG-3 TO CG-6 (PHASE 1) STOP S 30'24'11"' W 200. 3 RIP RAP R 138' PHASE 1: PRE-TREATMENT CELL FOR EXTENDED DETENTION BASIN (SEE SHEET C6.0 FOR DETAILS) R5' 18' TYP 9' TYP �II I SPACES 0 50' BUILDIP PHASE 1: BIOFILTER #2A - 728 SF LEVEL 2 (SEE SHEET C6.0 FOR DETAILS) N 27'40'39" E 875.40' 13" GUM UM USE BUFFER / 30' PARKING SETBACK NEW CG-2 (PHASE 1) NEW CG-b (PHASE 1) LR CONCRETE DRAINAGE FLUM€(PHASE 1) 91 I I I 26 SPACES 60.3' NEW CG-6 (PHASE 1) 135' R25' 18' TYP 9' TYP -------- I Qf3M#2 15 SPACESyl TRANSITION FROM CG-3 3 TO CG-6 (PHASE 1) CG R5' R5' DELIVERIES NEW CG-2 (PHASE 1) NEW CG-6 (PHASE 1) p 8 IEW CG-3 (PHASE 1) R250' ASPHALT AFDC HCCP CG-2 TO BE REMOVED AND REPLACED FOR DI INSTALLATION 0 24" W.O. ■ 26" W.CIO O 6" pVC o 0 rn pm m II Ir+ o CONCRETE b FDC SIGN � m ASPHALT 1 24" R.O. a %GV EXISTING ISTRATIVE A[ ✓E EXISTING ox+c. wnix MAINTENANCE BUILDING- 1,200SF (PHASE 1 EXISTING CRUTCHFIELD WAREHOUSE S 30*24'11" W 329.41' NEW FIRE HYDRANT (PHASE 1) PHASE 1: NEW ASPHALT PARKING AREA SETBACK PHASE 1: BIOFILTER #2B - 695 SF LEVEL (SEE SHEET C6.0 FOR DETAILS) TRANSITION FROM CG76 TO CG 3 (PASE I \ R55' R4O Y3 72' 18' TlYP GG3 CG-2 g TYP 8 SPACES J 44' ►I R5' R4' 4" WIDTH CURB (PHASE 1) GRAVEL ACCESS DRIVE R25' 91 NEW FIRE HYDRANT (PHASE 2)1 1 NEW SANITARY SEWER MANHOLE (PHASE 1) �\ 7NEW LE (PHASE 1) NEW STORM SEWER MANHOLE (PHASE 1) ORM SEWER MANHOLE (PHASE 1) NEW GRAVEL FIRE A ESS DkCHASE fl— NEW FDC (PHASE 2)CONCRETE LANDING (PHASE 2) NEW CG-3 (PHASE 1) CONCRETE DRAINAGE FLUME (PHASE 1) 10.6' 73.04' 60' O TRANSITION FROM CG-6 173.80' TO CG-3 (PHASE 1) 69' APPROXIMATE LIMITS FOR CONTRACTOR NEW CONCRETE LO DING T) 58.5' TO MILL AND REPAVE EXISTING ASPHALT DOCK AREA (PHASE 1) 12.67' NEW RAMP WITH LANDING (PHASE 1) ASPHALT (PHASE 1) CONCRETE 40' NEW RAMP WITH LANDING (PHASE 1) SEE ARCHITECTURAL PLAN SHEET A8.21 20' \\\\\\\\\\ NEW WAREHOUSE EXPANSION (PHASE 2) 38,657 SF FFE = 569.89 • • • IV Om al NEE\x�E, NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FFE = 569. NO MAN DOORS ALONG AFDC SIGN INEW FDC (PHASE 11) THIS BUILDING FACE PHASE 1: BIOFILTER PRE-TREATMENT SHEET PM FENCE CELL (SEE SHEET C6.0 FOR DETAILS) PPD ACCESS PATH (PHASE 1) 413V — --- ,--— — — — —-- S 31'38'17" 372.56' LPHASEOFILTER #1 - 2,640SF LEVEL 2 PHASE 1: EXPANDED EXTENDED DETENTION BASIN - LEVEL 1 N W FIRE HYDRANT (PHASE 1) SEE SHEET C6.0 FOR DETAILS) HATCHED AREA DENOTES LIMITS OF NEW BASIN (SEE SHEET C6.0 FOR DETAILS) 1 NO MAN DOORS ALONG THIS BUILDING FACE C O O O mow° r�r RIP Ell w Oh SEGMENTAL BLOCK RETAINING WALL TOW = 550.50 BOW = 547.00 EE L. NVooLLEY 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 Z /� LL � O •O �; LLJ Ow< X � ULU C jILL J o - W U o � U ry U LAYOUT PLAN Job Number: 20040 zx of Pf� ERIC W. wLLE LIC. No. 370B✓� �O 12-2-2021 19SIONAL Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: C400 5 of 22 copyright © 2021 by Woolley Engineering s o S� o o � 4 0 H ELEC. TELE. I —� i 58 O ELEC. TELE. 5 —3s8- \vca — — — — — — — — — — JS`_---- __------------ --- --- —�------584, / _ — LEDDUR%'Vn7541Y-------- BLOCK WALL TO BE ING-------------p2 1GiAt— — — — — — — — — _ PHASE I TO BE PART OF BUILDING WALL —------------ ----------— — — — �FOR PHASE2WAREHOUSEEXPANSION---— --- _ i — — — — — — — — — — CK— — — — —------3& U$EBHFFH/�0'�ARNGSETBA— PHASE 1:PRE-TREATMEN_-------- — — _— — EXTENDED DETENTION BASIN — — -- r CELL FOR (SEE SHEET C6.0 FOR DETAI50S5610 569 4 556857574 STOPL o I 5880 S 00 \ 568 5 4 \56ssZ+ Ng INSTALL WATERLINE LATERAL AND MAIII \ CI " II 1III JII\ /1 I1 I/ 1I�\ l 1� \1\6 ,\ 26" W.O. J j 24" W.O. II I I v + 565.8 CONCRETE + 565.7 l 11 I'll I II I HATCHED AREA DENOTES APPROXIMATE LIMITS FOR CONTRACTOR TO OVER -FILL DURING PHASE 1 GRADING PHASE 1 WAREHOUSEk, EXPANSION EXISTING CRUTCHFIELD WAREHOUSE HATCHED AREA DENOTES APPROXIMATE LIMITS FOR CONTRACTOR TO OVER -EXCAVATE DURING PHASE 1 GRADING S 30'24'11" W 200.77' 3 ��t1 ��l..1"i,�svtii��.L�!■ ILI CONCRETE S 30*24'11" W 329.41 IAPPROX. LIMITS OF DISTURBANCE (TYP)I ` 1 \ \ \ `_,� . \ \565�t II O 2 140 57 . / 56 . I \ I \ \ 565 7+ \ \\ 1\ \\ ksPHALT \ \ \ \ \ + 565.8 CONCRETE + 565.7 I \ \ \ \ ASPHALT EXISTING CRUTCHFIELD WAREHOUSE \\ \ EXTENSION UNDER NEW CONCRETE LOADING \ \ \ \ DOCK DURING PHASE 1. STUB OUT AND CAP \\\\\ \\ BOTH ENDS FOR COMPLETION DURING PHASE 2. 575 bb1 /IIIIIII I. II�\ I I I I I I I \ \ \ \ APPROXIMATE LOCATION OF FOUNDATION DRAIN TO BE II I I I I I I I \ INSTALLED DURING PHASE 1. (SEE ARCHITECTURAL I I I I I \ \ \ PLANS FOR BACKFILL AND DRAIN DETAILS) I I I I I — I 5b6 / I I LLI \ — — — — \ \ \ _ / / I � \ f — — \ \ / v 565 o n 0 00 NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FFE = 569.89 HATCHED AREA DENOTES LIMITS OF GEOGRID STABILIZED SLOPES (2:1 MAX SLOPE) \All 7 ou \ PQ C\ENCE \ \ \ \ \ \ L.- ;L_ 1 I -- ds o �s S 31'38'1 REPLACE RIP RAP PHASE 1: BIOFILTER #1 - 2,640 SF LEVEL 2 (SEE SHEET C6.0 FOR DETAILS) —\VV PHASE l: EXPANDED EXTENDED DETENTION BASIN - LEVEL 1 \ \ HATCHED AREA DENOTES LIMITS OF NEW BASIN SSS (SEE SHEET C6.0 FOR DETAILS) / 11 r I r /I ROW / scgPC / / 50 Eq I I I I \ I IIII � I I/I I I 714\PLATN�\ APPROX. LIMITS OF DISTURBANCE (TYP) 0 EE 0 VUOOLLEY 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 Z ^Q O � ja LU O w U a) w Q � m J O _Q Q IL w O Z U o F_ U 1� U GRADING PLAN PHASE I Job Number: 20040 OF RIC A. WOOLLEY Lrc. NO. 370ft5 12-2-2021 ribIONAL Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: C401 copyright © 2021 by Woolley Engineering 6of22 4 0 H ELEC. TELE. 1 h 0 H ELEC.Z TELE. N oyq 5 PHASE 3: BIOFILTER #2B - 695 SF LEVEL PHASE 3: BIOFILTER #2A - 728 SF LEVEL 2 = _ _ — — — — — — _ (SEE SHEET C6.0 FOR DETAILS) (SEE SHEET C6.0 FOR DETAILS) — — — — — — — — — — — — — o_ / —�_ — __ ---- �o s�o �58�� -- ///� N2'4�'3J°EH754O`—------- —\ — \ ----- ////// 480 ---------- ------ ---- — \_ \ \\\\ —------- 30'4U$EH BFFW/-3O'�ARKHG-SETBAeK= PHASE 1: PRE-TREATMENT CELL FOR�✓75— EXTENDED DETENTION BASIN — — — — — —_ _ — — — —_ (SEE SHEET C6.0 FOR DETAILS) 582 580 - �w �w w�� w -w �w mow\ w w w w —w =ter =I—- - 575 ----- ///////i/ii// I 0 ,� v � 1 \ 575 574 573 570 -569 568 hb \ \ STOP\�� 24" W.O. 26" W.qo Q 1115 b FDC SIGN R.O. Wu S 30'24'11" W 200. 3 0 k1 1 MIA \ \ A D Is ASPHALT HCP �56s�i kSPH&T µ o CONCRETE N I I\ \ w I I + ASPHALT AS 565.8 CONCRETE + 565.7 PN4Lt GENERATOR *�r 56 ai EXISTING ISTRATIVE A[ ✓E EXISTING EXISTING CRUTCHFIELD WAREHOUSE ox+c. wnix GULAG. WALK < C \ I f 490\ \ \ \\ \ wP \I\ENCE IIR II III 9 S 30*24'11" W 329.41 IAPPROX. LIMITS OF DISTURBANCE (TYP)I LIMITS OF DISTURBANCE (TY APPROX. OF DISTURBANCE (TYP) 1 �1 8- TVC I IIIIIIIIII I I I I II I I I I III1�1�—. s69 I I I I l l III I\I l i/� i IIII 1 _ �568 / 156� I I I I 566 \ I I I I 'ROXIMATE LOCATION OF FOUNDATION UN TO BE INSTALLED DURING PHASE 2. I I ( I I ARCHITECTURAL PLANS FOR DETAILS) I I II I I I I I I II IIII II i,l i i I� I I/ NEW WAREHOUSE EXPANSION 0/ (SEE ARCHITECTURAL PLANS FOR DETAILS) DRAIN TO BE INSTALLED DURING PHASE 2. (SEE ARCHITECTURAL PLANS FOR DETAILS) ' I I 1` 11 S 31'38'17" PHASE 1: BIOFILTER #1 - 2,640 SF LEVEL 2 (SEE SHEET C6.0 FOR DETAILS) N W 4 TAL PHASE 1: EXPANDED EXTENDED DETENTION BASIN - LEVEL 1 \ \ SO HATCHED AREA DENOTES LIMITS OF NEW BASIN SSS (SEE SHEET C6.0 FOR DETAILS) ssI EE 0 NVooLLEY 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 LU � w J U a) � w Q j CIO J O Q IL W Q i Z U o � U U GRADING PLAN PHASE 2 Job Number: 20040 OF RIC A. WOOLLEY LIC. NO. 370Bt/ 12-2-2021 �Y 1 11111IONAL Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: C402 copyright © 2021 by Woolley Engineering 7of22 EX STORM MH 12 EX STORM MH DI-7 DI-7 (TOP TO BE ADJUSTED) (TOP TO BE ADJUSTED) TOP=576.19' TOP = 579.00 TOP = 576.50 IN=565.9' 24" HPDE OUT=565.8' 24" HDPE INV OUT = 566.5 24" HDPE INV OUT = 565.8 24" HDPE INV IN = 568.0 24" HDPE INV IN = 565.9 24" HDPE 0 H ELEC. TELE PROPOSED 29 WIDTH PUBI PROPOSED NEW STORMWATER MANAGEMENT EASEMENT SEES E C5.3 F R CATION OF WATERLINE TIE-IN \ � 13' GUM IM 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) SS MH 4 NEW STRUCTURE #10 WITH Rim = 568.80 PROPOSED 40' WIDTH PUB IC AIN GE EASE ENT STORM DI10 124"GNAIL TOP DROP INLET INV OUT = 559.90 Rim = 568-.50 INV IN = 560.00 SS MH 3 lg \ \ / AISE TOP OF EXISTING 30' USE BUFFER / 30' PARKING SETBACK Rim = 564.00 INV OUT - 565.00 \ MANHOLE # 12 TO 597' INV OUT =7= \ NEW FIRE HYDRANT TO BE CONSTRUCTED DURING PHASE 2 INV IN = 557.7.70 - - - - - - _'\ S 1 \ - - - - \ 9RIP5, \ CORPORATION STOP AND 3/4" WATER METER WIIH-%RVICE LATERAL MU<573.6' V.=571.2' R\ CP\ / w r w _ w w _ w yy _ W _ W yy yy - yy yy w - w - w w \ �\ ARCHITECTURAL PLAZ FOR LATERAL CONTINUATION) \ \ 24" / -� MANHOLE - - - - r_�- ��-��\ \ TOP=577.7' 7 1 STORM DI 9 SEE SHEET C3.1 AND C4.1 FOR PORTION OF WATERLINE EXTENSION / ( 1 `3) / / \ N=568.0 2-�HPDE (� 1� NEW STRUCTURE #9 WITH Rim = 569.00 \ \ 4 / TO BE BUILT DURING PHASE 1 TO BE STUBBED OUT AND CAPPED 3 7 UT=566.5' 24"HDPE `_� ROUND DI-1 GRATETOP INV OUT = 563.80 PE 10 / 98' \ \ DI-7 INV IN = 563.90 �O \ 225' 6" PVC TOP= 76.1 I 15 \ S S S S S S �� 44 IN=5 .9'a 206- 36"HDPE 9 �_\ 24" HOPE \ O 1 2 1 (�\ 4 ---------------- 3 I I INV.=581 / - - - - - \ / / SSMH 2 RIM \ „�OQ w r - I I IN=552.9' �8" PVC) J �O / I I OUT=552.7 (8" PVC) STORM MH 7 ? l - - - / - DI-3B, L=6' ° b m M#2 IN- 0.7 2 R P Q RL P (EX STIR WITH NEW IN o C, cR OPT W OUT=560.7' 24" RCP Rim = 573.80 SS MH 5 INV OUT = 560.70 Rim = 565.70 �b o T DELIVERIES CONVERT EXISTING DI-3B `ry INV IN = 560.70 (24") INV OUT = 561.05 h I I n 1 PROPOSED NEW STORMWATER -1 MANAGEMENT EASEMENT ® TE=5 N=5 312" HOPE .0 15" HDPE �^ 29' 24" HDPE 26W.O. J / " ti• T#--`--�L_ \ 3" KEY OSanitary Sewer Structure 3� Storm Structure O B 'E- New Light Fixtures Boundary Easements Electric E Fiber Optic F.O. Gas G W Telephone T A Waterline W 0 BP = Break Point s i N 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 MW PA S 30'24'11" W 200.77' 3 OF EXISTING DI 7 T RM STRUCTURE #11 N REPLACE TOP V IT I ROUND DI-1 TOP j 24" W.O. 26" We L 6' 590.72' 585.5' 12" HDPE 0 16" W.O. 1� b FOL`$IGN \ f EXISTING ISTRATIVE AD ✓E EXISTING E M.w UI-01J, L b TOP=581.57' IN=578.1' 4" PVC OUL576.8' 12' F TO A STORM MANHOLE b ?ff'�CA INV IN = 570.00 (12") INV IN = 561.15 6" .b _ = I a I I I INV IN = 563.50 (15") INV IN = 562.20 4" NEW WAREHOUSE EXPANSION I o 8 NEW DI-313 STORM INLET, L = 4' STORM DI-3B 8 ASPHALT Rim = 577.00 DI-7 INV OUT = 571.00 TOP=579.24' IN=576.8' 12" HPDE SDMH IN=576.9' 6" HPDE RIM=577.3' OUT=576 5' 12" RCP 6" PVC SMH �s N w ASPHALT m l' CONCRETE EXISTING CRUTCHFIELD BUILDING S 30"24' 11 " W 329.41' )POSED NEW FIRE HYDRANT WITH 20' WIDTH EASEMENT TO BE BUILT WITH PHASE 1 IMPROVEMENTS SD INV IN = 563.70 (6) O RIy� 568.1' IN--5�J 0' 24"RCP OUT-558.9' 24 RCP \ N No - J EX STORM M116 Rim = 568.10 / UH S 4 INV OUT = 558.90 4568 TO ` INV IN = 559.00 _ 7 568 `- DROP S =u0j. CUT EXISTING SEWER LINE Rim ) AND ADD A NEW MANHOLE INV (SEE SHEET C3.0) INV PW1LT CONCRETE I NOTES: . SEE SHEET C5.1 FOR STORM DRAINAGE PROFILES SEE SHEET C5.2 FOR SANITARY SEWER PLAN AND PROFILE SEE SHEET C5.3 FOR WATERLINE PLAN AND PROFILE PROPOSED NEW FDC TO BE BUILT WITH PHASE 1 IMPROVEMENTS NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FFE = 569.89 CL bo 20)\ v N \ 4-3 SSI R MM 555.4' \ IN=551.5' �6" PV) OUT=551.6 8" PVC OUT=551.4' (8" PVC; ----- - - ---- CI 1 RIPRAP 9' WIDTH AT 547' ELEV 11' WIDTH AT 540' ELEV EX STRUCTURE (TO REMAIN SWM RISER (4' IA. CONC. � TOP=546.07' WEIR=545.54' (4-2'xO.5') IN= 540.0' 8" PVC FROM POND OUT= 539.9 18" HPDE u RIP 3' WIDTH AT 547' ELEV 16 6' WIDTH AT 540' ELEV I /�FDC SIGN PROPOSED NEW FIRE HYDRANT WITH 20' WIDTH EASEMENT TO BE BUILT I i 78' WITH PHASE 1 IMPROVEMENTS 81' - - NpPE PSBR _ --- 2 -12' 1 14 P� FENCE - Rim = 548.00 PIV INV OUT = 547.00 IN / / " - - NV.=582.0 _ --- / / 18- RDPETOP _ =_ I------1 N=50 9.56' _ - - N=583.3 18"HPDE ----------\ i 6H1=583.2�8' HPDE ---- - - - - S 31'38'17" W 372.56' W SEGMENTAL BLOCK PROPOSED NEW To. WIDTH PROPOSED NEW STORMWATER RETAINING WALL STORMWATER ACCESS EASEMENT MANAGEMENT EASEMENT PROPOSED NEW STORMWATER TOW = 550.50 ROOF DRAIN LEADER (SEE MANAGEMENT EASEMENT BOW = 547.00 ARCHITECTURAL PLANS FOR LOCATION) EE 0 VUOOLLEY 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 0 F_ Q Q O ,,z V LLJ ^ / O (1 W U a) w Q j m J o ) Q ILL LJJ 0 U 0 F_ U �i U UTILITIES PLAN Job Number: 20040 NTH OF RIC A. WOOLLEY LIC. NO. 370ft5 12-2-2021 �Y Is �IONAL �/ Date: August 9, 2021 Revision: Scale: 1" = 30' Sheet No.: C5e0 8 of 22 copyright © 2021 by Woolley Engineering LM 0 WooLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: Ci Crutchfield Corp. co LO 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 OC MAJOR SITE PLAN AMENDMENT -T7 LO Z O Q Q Z ,O O cc W Q O W U a) W Q j m J O LL W L.L U O � U U LO cq STORM DRAINAGE Co LO PROFILES LO Job Number: Lo 20040 OF ERIC W. WOOLLEY b LIC. NO. 3708 a �o� 1z-z-zozl $svw l �SSrONAL 7 Date: August 9, 2021 Ic Revision: December 2, 2021 Pi No Scale: 1 " = 30' Sheet No.: C5e 1 9of22 a o. g 580.00 M � � 580.00 c0 I I U 1= O / \ II II 575.00 � ° � 575.00 o � / $ v, o 'O o c f" i l� � o 0 �� 0 / + � � s3 I E I 12" HDPE 36"- a �u� I I 570.00 M � N II II M ° .�-� 570.00 o co C! 3 I I 565.00 � � 565.00 III c / all II 560.00 / II 560.00 -- 36" RCP @ l.as% o�l.l. o M o ri / 135' - II II II II II 555.00 206' - 36" HDPE 1.36% 555.00 o g 231' - 36'� HDPE @ 1.217o - � � M� // � � I I I I I Oil I� � O Q N 550.00 Cl)`O @ 3.33% II � a c 550.00 � C h I I I I N 545.00 � � � � � � � ° ; � a 545.00 � I I O � N � M � j C 0 W Q d iM 0� 0� Q� �p aN0 V V OO � 2 � � + + 2 + 2' N � h N IX) U7 � > N M N M M N M N M N M � M � M N C T I I T I I I I T I I T I I T I I I I I I 540.00 � � � �° � ° � �° � �° � h � ° � ° 540.00 29+00 30+00 31+00 32+00 33+00 34+00 35+00 36+00 37+00 38+00 0 U � 585.00 � o � 585.00 � �P O N � U a N�o3 =�E6 \ 580.00 580.00 g^ II �� o^� ^moo II V� � W W O � 575.00 � N � � N 575.00 No I I� °M° a ,`on I Cl) I � I I I I 24" P __--' �♦ o N 570.00 � � O copyright ©2021 by Woolley Engineering EM 0 �UOULLEY 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 Cli22901 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z O Q ^Q Z O 1 LU O W L U O w jm O Q J J ILL. W O i _ Z U o � U U SANITARY PLAN & PROFILE Job Number: 20040 Ta OFvj �i ✓ E/ C W. WOOLLEY o Lrc. No. sroe a �'O� 12-2-2021 �WW t 0 NAL Date: August 9, 2021 Revision: December 2, 2021 Scale: 1"=30' Sheet No.: C562 10of22 � NOI1VbOdb00 Ol31dHO1flb0 / / D 06-Zf' dWl (('m�� Note: This sheet is for the sanitary sewer relocation only. See sheet � s r / 301f� 9NI011f18 C5.0 for all other utilities. SIHl 9NOl1f S�000 N`dW ON Ad „8 ,h'lSS=1n0 \ � s'lee=lno New Sanitary Sewer lateral � (nd , S ISS=NI Invert: 563.36 at building SCALES: ,� ,r'sss=wla 1" = 30' HOR ,HWSS 1"=5'VER \ \ Existing (Private) Sanita copyright 02021 by Woolley Engineering 0LM PI Sto = 21+72.51 PI Sta = 23+01.01 PI Sta = 26+53.91 PI Sta = 26+87.10 VUOOLLEY ENGINEERING N = 4668.28 N = 4792.52 N = 5097.47 N = 5105.94 Consulting Civil Engineers E = 1978.10 E = 1945.31 E = 2122.90 E = 2155.00 210 5th Street NE I = 45'00'00"L I = 45'00'00"R I = 45'00'00"R ¢ 1 = 00°00'00"L Charlottesville= Virginia 22902 o 8 PVC (434) 973,0045 www.Woolley-Eng.com UQ N 27'40'W' E 875.40' 450 bend PI Sta = 27+43.07 Owner: BOP = 20+00.00 N = 5120.22 Crutchfield Corp. E _ 872 818 18 RCP Fire hydrant assembly E = 2209.12 Charlottesville,Vrk irginia 450 bend I = 45.00'00"L 22901 PI Sta = 20+4 .89 PI Sta = 27+88.23 P: (434) 817-1000 N= 4558.79 "" N N N) Ln 111 5' N= 5159.24 E = 1907.46 "L � Ex. 8 water main / 0 w -w -w -w -w w -w W0'12'5 W -w �w -w w -w w -+ -w -w 0 0 �� \ / E 6" hydrant assembly valve I = 00 00'00"L MAJOR 1 = 00`00'0 (Contractor shall / / --- 0 - - - - - - - - - - --------------- PI Sta = 20+53.68 field -verify location) / 2� Sd,, 6" tee EOP = 27+98.23 SITE PLAN N = 45 5.58 / / \ 6" gate valve E = 2236.88 E = 1 18.29 6" tapping tee 6" x 4" reducer AMENDMENT I= "42'46"L 'tapping valve /• �/ / /,o�,� / � a -� y� �` ° � s� S S S S S / K�/ F� / Corporation Stop to ss /V s 30° bend / ^� ego / 24" HDpE Water Meter Box- z • 4o�ss4a // / ;/ ■ w w Proposed Warehouse /22 w w � O XOO Expansion (Phase 2) \ Q 7 >9 F4 4V w NT .12'5 " w / w / N13M#2 Q� / Notes. Q Z_ T 118.84 � r ER / �a 3/4" Copper Service Lateral Existing (� O / - - - - - - - - T� rH,3g subsurface grades shown are approximate and T �" 451 bend must be field verified by the General Contractor. O � cRo 1 450 bend p See architectural plans for continuation i IUMp WRE and connection to building Contractor shall ensure a minimum of 3.5of cover over the waterline. LU 1__L may. Ty ® C'GAS DEPTH 32"-42- G ASPHALT Contractor 1' y O '\ Q shall ensure a minimum of of vertical ^� 2 24" RcP separation between any proposed storm sewer piping and W cry yop� G \ the existing waterline. U Q) W N = o coxc 6" PVC j coo coMcn� Where appropriate and possible, the Contractor shall to Q Q E FIBER OPTIC use deflection in the field to minimize bend fittings. J O 3 6 Deflections shall be reviewed and approved with the ACSA LL w - O CALES: ti. a� c field inspector prior to completion of work. 1 " = 30' HPHkT CONCRETE i 1" = 5' V R ASPHALT CONCRETE `J Z p roc SIGN E GE ERATOR m T ASPHALT T � U Assumed existing depth shown is approximate. Contractor sh ill field -verify depth and report 595.00 any descrep ncies to Engineer 595.00 U 590.00 590.00 WATERLINE Ex. Surface Grade (Tyro.) PLAN & 585.00 585.00 PROFILE 6" % S2o/p 3.5' Cover (Typical) Job Number: 580.00 /,4 580.00 0040 OP `fH OF vr� i 575.00 575.00 Ps/ C W. WOOLLEY Lrc. NO. sloe a / 3.5' Cover �oA 12-2-2021 $kw �SSIO 570.00 - - - - / (Typical) Proposed Building 570.00 vAL FFE = 561o.89 Date: August 9, 2021 565.00 4" CI.52 DIP WI-11 565.00 Revision: Proposed Grade (Typ.) December 2, 2021 560.00 ~u 560.00 N E u U ¢" 3 See architectural drawings for ("a ocontinuation an connection scale: 555.00 0 0 NoLo v u� .N o u� N o o O -0 a v Qo o uO O to proposed buil ing 555.00 1"= 30' O V N V> 0 O O h NU N "O 1 N n I� N O 0,O, h 00 co 7 + OQNcB Q + + N = + N Q + t + N N + 04w + a + a + N ,LL + N + ONNa C+A Sheet No.: 0 0 Q Q. o � p o m 00 0 0 0 a) .. c 00co bo °�R .(1) -6 ° � ° co �a) °=a o ° ° c°}a LO550.00 550.00 H C14 •0 U N V 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 C53 11 of 22 copyright © 2021 by Woolley Engineering 2016 ROAD & BRIDGE STANDARDS 1 \5 BARS \ IF' C-C M. BARS 8 or C-C TAP. 111 T__T TT TTTTTT7 I _FTT. PLAN WALLTHICSWESS ANDPLMI VARIES iP CLASS A3 CONCRETE CLASS A3 CONCRETE •: SECTION A -A NDTs: SECTION B-B L THE STANDARD SAFETY SLAB (SL-D 15 TO BE USED ONLY WHEN SPECIFIED IN THE PLANS THE DRAINAGE SUMMARY SHEET AD/OR THE DRAINAGE DESCRIPTION. FOR MANHOLES JUNCTION BOLES NID DROP INLETS WITH HEIGHTS GREATER THAN 12 FEET THE SPAING OF ADJACENTSA'ErY SLABS SHALL BE \' TO 12' WITH NO SAFETY SLAB LOCATED WITN 5 FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLABS SHALL NOT BE LOCATED BELOW ANY INLET PPE OF 30" DIAMETER OR GREATER 2. THE COST OF THE SL-1 IS INCLUDED N THE COST OF THE STRUCTURE SEE CAST N PLACE DRAWINGS FOR FURTHER DETAILS 3. ACCESS OPENINGS ARE To BE STAGGERED FROM ONE SIDE OF STRUCTURE TO THE OTHER WHERE APPUCABLE. STEPS ARE TO BE STAGGERED ACCORDINGLY. • 5 BARS \ T C-C 71'P. 4' SAFETY SLAB OR PRECAST. BE S (300PSI. PRECAST CONCRETE IS TOCAST-IN-PLACE REINFORCING . STEEL TO BE IN ACCORDANCE WITH AASNTO M31. .1 ., ,,. 5. ACCESS OPENINGS MAY BE 30' DIAMETER OR 30" SQUARE. WHEN STRUCTURE WIDTH IS LESS THAN 30" THE ACCESS OPENING SHALL BE RECTANGULAR (STRUCTURE WIDTH BY 30' LONG). TYPICAL PRECAST UNIT ROM aLSRv=IDGESTTANDAR05 TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, SPECIFICATION SHEET 1 OF, REVISION DATE MANHOLES AND JUNCTION BOXES 302 OB.74 VRfiIA DEPARTMENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS GALVANIZED STEEL STEP ST-1 N4 (BADE 60,REIWORCM ROO ENCASEDIN CORROSION RESISTANT RUBBER OR OTHER MATERIAL APPROVED BY THE ENGINEER. (DIMENSION MAY VARY WITH MANUFACTURER'S DESIGN) CORROSION RESISTANT ARTERIAL N4 REINFORCING ROD CAL SECTION N NOTES, STEPS WEN. BE REWIRED IN ALL STRUCTURES WITH A DEPTH OF 4'-0. OR GREATER UNLESS OTIEPLANS.SE NOTED ON THE PLANS. N ALL STEPS SHALL PROTRUDE 4V," FROM INSIDE FACE OF i STRUCTURE WALL, MAXIEIM STEP SPACING TO BE 11" C-C. OF300 POUNDS WHEN AFMNMUM FORCEACE E%ENO D 4yi' FROM THE OF THE STEPS ARE TO BE VERTICALLY NA ED AND UNFORMALY SPACED FOR THE ENURE DEPTH OF MY STMUCTUE. N PRECAST UNITS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES PROVIDED BY THE FABRICATOR, OR 5bVEN. ♦ MINIMUM OF 3" EMBEDMENT STEPS DIFFERING IN DIMENSIONS, CONFIGURATION, OR MATERIALS FROM THOSE SHOWN IAr ALSO BE USED PROVBEO THEY MEET THE MINIMUM REOUWJKXTS SHOWN HEREON AND THE CONTRACTOR HAS FURNISHED THE ENGINEER WITH OETALS AND CERTIFIED TEST REPORTS OF THE PROPOSED SU85TITUTE AND HAS RECEIVED WRITTEN APPROVAL FROM THE ENGINEER FOR THE USE J OF SUCH STEPS. ` ALL STEPS INSTALLED SHALL BE PROVIDED WITH SLIP -RESISTANT q SURFACES AS NOT UMRED TO, CORRUGATED KNURLED. �SUCH ALUMINUM STEPS STALL BE FABRICATED N ACCORDA'LE WE" 8221. ALLOY NM6-T5. THAT PORTION OF THE STEP ENCASED IN MASONRY SHLILL OE UNIFORMLYI•AFILLEDNY 0R1LY COATED WITH A BITIOUS, SOLVENT TYPE ASBESTOS FED ALUPIGMENTED COATING CONFORMING TO kEDE1RAL S.LfP SPECFK:AMN TC-C-004 ALUMINUM STEP SPE(71CATION v=r REFERENCE STANDARD STEP ROAD PM BRIDGE STANDARDS VIRGINIA DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 1 OF 1 IDLO\ 2016 ROAD & BRIDGE STANDARDS ONE TENSION WIRE CLIP EACH LINE TYPICAL SPACING BETWEEN ALL POST (NO. 6 GAUGE) LINE POSTS 10'-0" MAXIMUM 4' + 1- 10" AT END POST 8" AT INTERMEDIATES ELEVATION TYPICAL 4' HEIGHT CHAINLINK FENCE DETAIL N.T.S. 2016 ROAD & BRIDGE STANDARDS 01-1 /, SECTRN OAST POP -�STEEL7 y, SECTION STEEL 1- NOTES 2' OAST T T-3 " L 2y," . 21/," . I/," L DEPTH OF INLET 00 TO BE SHOWN ON COLLAR , D'-4' LONG PLANS. FORDEPTH GRATER THAN 101 USE r A A 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AM SPECIFIED ON THE PLANS I WILL BE MEASURED FROM THE WERT OF % CAST GALV. OW WELDED THE OUTFALL PPE TO THE TOP OF THE - IRON STEEL JOINT STRUCTURE.PLAN "W OMENSIONS ARE i APPROXIMATE ONLY FOR ESTIMATING N OPTIONAL N a WELD ALL PURPOSES AD THE ACTUAL DIMENSIONS BRACE RRS NE 3 LBS I 43.8 LBS TOOHCOLLAR TRACTOR FFROMFIFELLD CONDITIONS. INCLUDING �ONNEIDIM 3. WHEN NVERT 1155 TTOED ON THE PLANS THE BE SHAVED N ACCORDANCE CTOR WITH STANDARD IS-1, THE COST OF FURNISHING ILL MATERIALS . RI ,. ._7. TO HEPLACINGSKA INCIDENTAL TO THE $PRICY O TO EBE NCLIDTU E. THE fID PRICE FOR iW '-' IAl.. th" . 4•'J I ''/i' • s•• srRucT(XE. PLAN LUGS �,. 9/e" STUD CTORS 4 N THE EVENT THE INVERT OF THE )GMT REMOVED) r "�'• '1 OUTFALL PPE Is HIOH M THAN THE BOTTOM OF THE $7RUCTIME, THE AVERT SEE OETIL A OF THE STRUCTURE BE SHAPED WITH CEMENT MORTMRTOOL PREVENT SECTION B-B STANDING OR ROWING OF WATER IN THE STRUCTURE. TIE COST OF FURNISHING a a COLLAR DETAIL M BASED L€TTI AN N.ACING ALL IS TOMATERIALS BE MWLIIDMTED N THE BD PRICE FOR THE STRUCTURE. r„ DIMENSIONS FOR DUMP NO WASTE MAINS TO WATERWAY 5. STEPS ARE TO BE PROVIDED WHEN N 0 GREATER. FOR DETAILS SEE CAST IBM ONLY ST DETAIL B 6. THIS ITEM MAY IE PRECAST OR CAST - DETAIL A Dl "PLNZ' !'-2" 2'-6�. HARDWARE1'-3" SEE DETAIL 7. 04 X B" SMOOTH DOWELS AT APPROXIMATELY tY C-C TO BE II 7^T CLOTH 111111 PLACED N ALL AREAS ADJACENT OM' DEPTH7B W F DOWEELSVENi SETTUEABUTTING I �t50, OR EMT G .6 WIDTH N A 2"X4" NOTCH MAY BE PROVIDED. TRD.I J, 4 FOR p. COLLAR 3" DIAMETER RTC ALLLTERNADDEE4KANDARD ty• mr WEEP HOLE NOTE B ��0�� ■ 0 S :+ 8. 3' DAETER WEEP HOLE 1 12"%I2" MESH OLR�GILV STEELOWI N&RAMM SV rD p i, 12"-16"-A" OR 24" 1 4 MESH H�A�RE TQ M A ' FIRMLY Tra nn • -} BE. TO THE OUTSIDE OF THE STRUCTURE 9. TO CAST N PLACE CONCRETE 6 TO BE A - d • 1 CLASS (3000 PSI).' CONCRETETE IS TO BE4000 00 PSI. PSI. SECTION A -A ',, I ' - - D. ANY ALTERNATE W11O05 OF ANCHORAGE a THE MEETWO THE MUTED CONCRETE QUANTITIES FOR MIN. DEPTH SEE DETAIL B ITS F ASTRENGINEER MAY BE SUBSTITUTED FOR 7TH CANT ON DIGS AS SHOWN HEREON. ,2" CONCRETE PPE - .44C CU. YD. CONCRETE 15" CONCRETE PIPE - L52B CU. YD. CONCRETE MPRO%WTE WEIGHT p/�' �)'� • CAST IRON GRATE 303 ± S LBS R. OUP NO WASTE DRAM TO WATERWAY LETTERING IS REQUIRED ON ALL DI-1 XT" CONCRETE PPE - L62O W. YD. CONOgETE GRATES. LOCATION OF LETTERING MAY 24" CONCRETE PPE - .517 CV. YD. CONCRETE SECTION C-C SECTION D-D VARY BY MANUFACTURER. ADDITIONAAL FOOOT'OF DEPTH. GRATE DETAIL X-,T= STANDARD DROP INLET SPECIFICATION REFERENCE AND BRIDGE STANDARDS 12" - 24" PIPES MAXIMUM DEPTH (H) - 10' VIRGNIA DEPARTMENT OF TRASPORTAMON 233 302 SHEET , OF 1 REYISION DATE NM.O1 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS 01-3A, 38. 3C EXPANSION KEYED FOR DETAILS OF INLET JOINT T. BIBS r, APPROACH NT JGUTTER p❑ BAR G OGTTEER A E BAR C 2„ I SUBBASE _ _ HARDWARE CLOTH z BARS F WEEP HOLE. o SEE NOTE B STEPS.'SE NOTEIS W 5 e' B.. al IM"I SECTION A -A KEYED CONST. JOINT L-VARVBIE - MAN. 20' WARPED 2'-0" e" 2'-6" 8" •• 2" GUTTER I I I B i FURS A �RTEER H A y. __}__ 6 O BARB i BARS E I W3" DIAMETER � BARS E WEEP HOLE FRONT ELEVATION BARS F .. 1'-e'• a. BARS B - - - _ - - (GUTTER REMOVED) 5, 5%'/4' BENT PLATE W \ SECTION B-B j N / TYPE A NOSE DETAIL SHALL BE USED WITH CC-3 & CG-7 STANDARDS. a LC12T�D I/i AL TYPE B NOSE DETAIL SNAIL BE USED WITH CO-2 & CC-6 STANDARDS. TYPE A t� TYPE B I/i' X 4" STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' TO ANGLE PON AT 2-C-C. CONNECTORS AND 6 TO BE ANCHORED WITH ''/i' % 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C-C, APPR. PAVEMENT DI-3A L DI-36 L DI-3C L T WARPED PAVEMENT I _ - - - FLOW FLOW I FLOW DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SAGS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \vooT TION STANDARD CURB DROP INLET > REFERENCE ROAD AND BRIDGE STANDARDS R SHEET 1 OF 2 REVISION DATE 12" - 30" PIPE: MAXIMUM DEPTH (H) - 8' 233 104.09 08/10 VRGNIA DEPARTMENT Of TRANSPORTATION 302 e-t NOTES: SHARING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH THIS DRAWING S TO APPLY TO THOSE STRUCTURES SPECIFIED ON PLANS OR WHERE INVERT OF PIPE IS ABOVE INVERT OF STRUCTURE. MANHOLE OR DROP INLET IS TO BE FORMED AND CONSTRUCTED IN ACCORDANCE WITH APPLICABLE STANDARD OR SPECIAL DRAWING. THE INVERT SAPNG AS DETAILED HEREON S TO CONSIST OF A TI-AND CEMENT MCXE WX RMING TO MAOR MASS CY EXCEPT THAT BOF MANSEAGGEGATEE Y BE UP TOIN OIAETER AD CONSIST OF STOW, BROKEN BRICK, BROKEN CONCRETE OR BROKEN CONCRETE BLOCK. THESURFACE SHALL BE LEFT SMOOTH BY MEAS OF HIND TROWELLING. NON 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS SHAPE TO ELEVATION OF MD-PONT OF LARGEST POPE. SHATO COOT OF WE R I I I I I I SLOPE TO DRAIN TO INVERT SECTION A -A OF OUTLET PPE METHOD OF TREATMENT IN DROP INLETS FIN SLOPE TO DRAIN TO INVERT OF OUTLET PIPE OF TW COARSE AGGREGATE SNAIL REMAIN EXPoSLD. A - DETAILS OF WENT SHARING AS SHOWN HEREON ME FOR EXAMPLE PURPOSES ONLY. EACH MANHOLE OR DROP INLET IS TO BE SHAPED ! - INDIVIDUALLY TO BEST FIT THE PARTICULAR IEET AND OUTLET CONFIGURATION AND FLOW LINES. SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES VDOT STANDARD METHOD OF SHAPING 6PPF R A� ROAD AND BRIDGE STANDARDSNDATE SHEET 1 OF 1 REVMANHOLE & INLET INVERTSREVISIONDATE 302 IDB.OB VRGNA DEPMTIENT OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS c I 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 NTS FIG. W-5 TID P SEAL 1/2" DEEP HOLE W/ MORTAR 91, SECTION PRE -CAST CONCRETE WHEEL STOP not to scale 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 O PLAN 55 - 6" 1 '-0" I LEANOUT 1" COMPRESSION z 3/4" MALE PIPE COUPLING OR APPROVED EQUAL - TYPE •K• _ iOFT COPPER NOTE: NO SWEATED FITTINGS DUAL SERVICE SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE. LOCKWING BALL ALVE NLET & Y 36- MIN. OUTLET 1/8 BEND COUPLING TEE H EE 0 VUOOLLEY ENGINEERING Consulting Civil Engineers FOR USE ON ATTACHED SINGLE FAMILY 210 5th Street NE RESIDENTIAL SERVICES OR DUAL RESIDENTIAL Charlottesville= Virginia 22902 AND IRRIGATION SERVICES. gml (434) 973,0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 2' 1 Crutchfield Park Charlottesville, Virginia FL22911 P: (434) 817-1000 1" ��MPRESSION z 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 III- 12"-15" I - III_ — —L, METER BOX J \—CORPORATION STOP BRICK E•�,GT:;'�`;: BRICK AS -ti^N;""!`:%::::;:• NECESSARY SAND OR DUST UNDER '1��•:: �" ,��'�E6 LL; ;, 4" DIAMETER DRAIN PIPE, 12" BOX AND SETTER (2-INCH �'% '+ LONG STONE POCKET VDOT i''1'�R:... ��-"" MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" & I METERS) N TS FIG. W-6A TD-10 STANDARD CG-2 #4 REBAR MODIFIED CG-7 5" 2" (WHERE NO R% R2 4" R1 BACKFILL) 4„ 1 4„ J_ Ln-2'-0"—I- �- PAVEMENT 7° NOTE: SEE CURRENT VDOT ROAD AND BRIDGE STANDARDS FOR 6NN` CONSTRUCTION » 3000 psi CONCRETE SPECIFICATIONS. CONCRETE CURBING not to scale = 4'-0" :1' SLOPE a'.. CONCRETE SIDEWALK not to scale LIGHT BROOM FINISH » 3/8" EXPANSION JOINT » SAW CUT CONTROL JOINTS, MAX 6 O.C. EXPANSION JOINTS, MAX 30' O.C. CONCRETE PATIO SCORE 30"X30" MAJOR SITE PLAN AMENDMENT Z O Q </ Z LL O •O LU 0 < U a) LU Q j CIO J O Q W Wn�\ LL >_ Z U o � U Ri U GENERAL DETAILS Job Number: 20040 ,zx OF RIC A. WOO= LIC. NO. 370ft5 12-2-2021 � 1 1111h, IONAL Date: August 9, 2021 Revision: Scale: As Noted Sheet No.: CTO 14of22 copyright © 2021 by Woolley Engineering JJ.1 SITE RETAINING WALL - GENERAL NOTES 8" CFS WALL (PHASE 11) 1.1 REFERENCE STANDARDS 1/2" DIA ANCHOR AT 32" OC A. ASTM C137 SEGMENTAL RETAINING WALL UNITS.. B. ASTM C140 CONCRETE MASONRY UNITS. 8" CFS TRACK (PHASE 11) C. ASTM D4595/ GRI: GG1/ GRI: GG5 GEOSYNTHETIC REINFORCEMENT. 8" CMU BOND BEAM i W/ (2) #5 CONT 1.2 SITE CONDITIONS AND DESIGN PARAMETERS. (PHASE I) A. DESIGN OF SEGMENTAL RETAINING WALL SYSTEM IS BASED ON AN ALLOWABLE NATIVE SOIL BEARING CAPACITY OF 2000 PSF AND A BACKFILL MATERIAL PHI ANGLE OF 38 DEGREES. NATIVE RETAINED SOIL PHI ANGLE = 28 DEGREES. THESE ° PARAMETERS SHALL BE VERIFIED BY THE OWNER'S GEOTECHNICAL ENGINEER DURING CONSTRUCTION. #4X2'-8" AT 16" OC Q B. OWNER'S GEOTECHNICAL ENGINEER SHALL EVALUATE GLOBAL STABILITY OF WALL SYSTEM WITH CONSIDERATION OF WALL GEOMETRY, EXISTING SOIL CONDITIONS AND NATIVE SOIL PROPERTIES BEFORE CONSTRUCTION. 1.3 DELIVERY, STORAGE AND HANDLING 12" CMU FULLY GROUTED A. CONTRACTOR SHALL CHECK THE MATERIALS UPON DELIVERY TO ASSURE PROPER MATERIAL HAS BEEN RECEIVED. (PHASE 1) B. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CEMENT AND LIKE MATERIALS FROM COMING IN CONTACT WITH THE SRW UNITS. i C. CONTRACTOR SHALL PROTECT THE MATERIALS FROM DAMAGE. DAMAGED MATERIAL SHALL NOT BE INCORPORATED IN THE PROJECT. 2.1 WALL UNITS #5 AT 16" OC VERT W/ A. WALL UNITS SHALL BE ANCHOR DIAMOND PRO STRAIGHT FACE RETAINING WALL UNITS AS MANUFACTURED UNDER LICENSE FROM STD HOOK ANCHOR WALL SYSTEMS. B. WALL UNITS SHALL BE MACHINE FORMED, PORTLAND CEMENT CONCRETE BLOCKS SPECIFICALLY DESIGNED FOR RETAINING WALL APPLICATIONS. Z III —III C. EXTERIOR BLOCK DIMENSIONS SHALL BE UNIFORM AND CONSISTENT. MAXIMUM DIMENSIONAL DEVIATIONS SHALL BE t1/8. IIII III I I D. EXPOSED FACE SHALL BE FINISHED AS SPECIFIED. OTHER SURFACES TO BE SMOOTH FORM TYPE. III III #5 AT 12" OC 3.1 EXCAVATION A. CONTRACTOR SHALL EXCAVATE TO THE LINES AND GRADES SHOWN ON THE CONSTRUCTION DRAWINGS UNLESS A GEOTECHNICAL ENGINEER HAS APPROVED OTHERWISE. CONTRACTOR SHALL TAKE PRECAUTIONS TO MINIMIZE OVER -EXCAVATION. OVER -EXCAVATION SHALL BE FILLED WITH COMPACTED INFILL MATERIAL, OR AS DIRECTED BY THE ENGINEER/ARCHITECT. B. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING STRUCTURES AND UTILITIES PRIOR TO EXCAVATION. CONTRACTOR SHALL ENSURE ALL SURROUNDING STRUCTURES ARE PROTECTED FROM THE EFFECTS OF WALL EXCAVATION. 6" 11 5/8" 6 314" i (4) #5 CONT. 3.2 FOUNDATION SOIL PREPARATION T-6" A. NATIVE FOUNDATION SOIL SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR OR 90% OF MODIFIED PROCTOR PRIOR PLACEMENT / OF THE LEVELING PAD MATERIAL. B. IN -SITU FOUNDATION SOIL SHALL BE EXAMINED BY THE ENGINEER TO ENSURE THAT THE ACTUAL FOUNDATION SOIL STRENGTH MEETS PHASE 1/11 RETAINING WAL L ALO N G OR EXCEEDS ASSUMED DESIGN STRENGTH. SOIL NOT MEETING THE REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE, COMPACTED MATERIAL. WEST SIDE OF PHASE 11. 3.3 LEVELING PAD PLACEMENT SECTION 1 A. LEVELING PAD SHALL BE PLACED ON UNDISTURBED NATIVE SOILS OR SUITABLE REPLACEMENTS FILLS. B. LEVELING PAD SHALL BE COMPACTED TO 95% OF STANDARD PROCTOR OR 90% OF MODIFIED PROCTOR TO ENSURE A LEVEL, HARD SURFACE ON WHICH TO PLACE THE FIRST COURSE BLOCKS. PAD SHALL BE CONSTRUCTED TO THE PROPER ELEVATION TO ENSURE THE 3/4" = 1'-0" S1.00 FINAL ELEVATION SHOWN ON THE PLANS. WELL -GRADED SAND MAY BE USED TO SMOOTH THE TOP % INCH ON THE LEVELING PAD (WHEN USING GRAVEL PAD). C. LEVELING PAD SHALL HAVE A 6 INCH MINIMUM DEPTH FOR WALLS UNDER 8 FEET IN HEIGHT AND A 12 INCH MINIMUM DEPTH FOR WALLS OVER 8 FEET. PAD DIMENSIONS SHALL EXTEND BEYOND THE BLOCKS IN ALL DIRECTIONS TO A DISTANCE AT LEAST EQUAL TO THE DEPTH OF THE PAD OR AS DESIGNED BY ENGINEER. D. FOR STEPS AND PAVERS, A MINIMUM OF 1" - 1 Yi' OF FREE DRAINING SAND SHALL BE SCREED SMOOTH TO ACT AS A PLACEMENT BED FOR THE STEPS OR PAVERS. L3X3X1/4 HDG 3.4 UNIT INSTALLATION JJ.1 W/ 1/2" DIA STUD A. THE FIRST COURSE OF WALL UNITS SHALL BE PLACED ON THE PREPARED LEVELING PAD WITH THE AESTHETIC SURFACE FACING OUT AT 16" OC AND THE FRONT EDGES TIGHT TOGETHER. ALL UNITS SHALL BE CHECKED FOR LEVEL AND ALIGNMENT AS THEY ARE PLACED. #3 AT 16" OC B. ENSURE THAT UNITS ARE IN FULL CONTACT WITH LEVELING PAD. PROPER CARE SHALL BE TAKEN TO DEVELOP STRAIGHT LINES AND EXTEND BAR INTO EW SMOOTH CURVES ON BASE COURSE AS PER WALL LAYOUT. L3X3X1/4 HDG SLAB C. THE BACKFILL IN FRONT AND BACK OF ENTIRE BASE ROW SHALL BE PLACED AND COMPACTED TO FIRMLY LOCK THEM IN PLACE. CHECK W/ 1/2" DIA STUD ALL UNITS AGAIN FOR LEVEL AND ALIGNMENT. ALL EXCESS MATERIAL SHALL BE SWEPT FROM TOP OF UNITS. AT 16" OC D. INSTALL NEXT COURSE OF WALL UNITS ON TOP OF BASE ROW. PLACE 12 INCHES (MINIMUM) OF DRAINAGE AGGREGATE BETWEEN AND DIRECTLY BEHIND THE CONCRETE WALL UNITS. FILL VOIDS IN RETAINING WALL UNITS WITH DRAINAGE AGGREGATE. PROVIDE A DRAINAGE ZONE BEHIND THE WALL UNITS TO WITHIN 9 INCHES OF THE FINAL GRADE. CAP THE BACKFILL AND DRAINAGE AGGREGATE ao EXTEND BAR INTO -�/` �� ^� ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE SLAB COAT BAR WITH #3 AT 16" OC #4 AT 12" OC DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. CHECK EACH COURSE FOR LEVEL 60 CONCRETE SLIP DURING EW VERT AND ALIGNMENT. ADJUST UNITS AS NECESSARY TO MAINTAIN LEVEL AND ALIGNMENT PRIOR TO PROCEEDING WITH EACH ADDITIONAL i., PHASE I W/ STD HOOK COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT w a m _ - ; - CONTACTS THE LOCATING SURFACE OF THE UNITS IN THE PRECEDING COURSE. INTERLOCK WALL SEGMENTS THAT MEET AT CORNERS BY OVERLAPPING SUCCESSIVE COURSES. ATTACH CONCRETE RETAINING WALL UNITS AT EXTERIOR CORNERS WITH ADHESIVE QCD° a #4 AT 16" OC SPECIFIED. a a a HORIZONTAL E. EMPLOY METHODS USING LIGHTWEIGHT COMPACTION EQUIPMENT THAT WILL NOT DISRUPT THE STABILITY OR BATTER OF THE WALL. Owl HAND -OPERATED PLATE COMPACTION EQUIPMENT SHALL BE USED AROUND THE BLOCK AND WITHIN 3 FEET OF THE WALL TO ACHIEVE ° CONSOLIDATION. COMPACT BACKFILL TO 95% OF STANDARD PROCTOR (ASTM D 698, AASHTO T-99) DENSITY WITHIN 2% OF ITS OPTIMUM 1 1/2" N MOISTURE CONTENT. a ui CLR #4 AT 12" OC r PHASE I PHASE II F. INSTALL EACH SUBSEQUENT COURSE IN LIKE MANNER. REPEAT PROCEDURE TO THE EXTENT OF WALL HEIGHT. VERT G. ALLOWABLE CONSTRUCTION TOLERANCE AT THE WALL FACE IS 2 DEGREES VERTICALLY AND 1 INCH IN 10 FEET HORIZONTALLY. 1 d W/ STD HOOK H. ALL WALLS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL BUILDING CODES AND REQUIREMENTS. 1 a9 N III a �L #4 AT 16" OC 3.5 GEOSYNTHETIC REINFORCEMENT PLACEMENT HORIZONTAL a` q o A. ALL GEOSYNTHETIC REINFORCEMENT SHALL BE INSTALLED AT THE PROPER ELEVATION AND ORIENTATION AS SHOWN. IIII o- oO #5 AT 12" OC B. AT THE ELEVATIONS INDICATED, THE GEOSYNTHETIC REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED INFILL AND ON a a a TOP OF THE CONCRETE SRW UNITS, TO WITHIN TWO INCHES OF THE FRONT FACE OF THE UNIT BELOW. CORRECT ORIENTATION OF THE GEOSYNTHETIC REINFORCEMENT SHALL BE VERIFIED BY THE CONTRACTOR TO BE IN ACCORDANCE WITH THE GEOSYNTHETIC 4 ° . 8" 8" (2) #5 CONT MANUFACTURER'S RECOMMENDATIONS. THE HIGHEST STRENGTH DIRECTION OF THE GEOSYNTHETIC MUST BE PERPENDICULAR TO THE q °` WALL FACE. 2'-0" C. GEOSYNTHETIC REINFORCEMENT LAYERS SHALL BE ONE CONTINUOUS PIECE FOR THE ENTIRE EMBEDMENT LENGTH. SPLICING OF THE GEOSYNTHETIC IN THE DESIGN STRENGTH DIRECTION(PERPENDICULAR TO THE WALL FACE) SHALL NOT PERMITTED. ALONG THE LENGTH OF THE WALL, HORIZONTALLY ADJACENT SECTIONS OF GEOSYNTHETIC REINFORCEMENT SHALL BE BUTTED IN A MANNER TO Cl)(5) #5 CONT. ASSURE 100 PERCENT COVERAGE PARALLEL TO THE WALL FACE. 1'-0" 1'-0" 6 3/8" 3.6 QUALITY CONTROL 4'-6" / A. THE OWNER SHALL ENGAGE INSPECTION AND TESTING SERVICES (QUALITY CONTROL) DURING CONSTRUCTION TO ENSURE PROJECT DESIGN REQUIREMENTS ARE MET. THE LACK OF QUALITY CONTROL BY THE OWNER DOES NOT RELIEVE THE CONTRACTOR FROM THESE PHASE I RETAINING WALL/ REQUIREMENTS. B. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO: FOUNDATION SOIL INSPECTION, VERIFICATION OF GEOTECHNICAL DESIGN PHASE 11 LOADING DOCK DETAIL PARAMETERS, AND VERIFICATION THAT CONSTRUCTION IS IN GENERAL COMPLIANCE WITH THE DESIGN DRAWINGS. C. ONLY QUALIFIED AND EXPERIENCE TECHNICIANS AND ENGINEERS SHALL PERFORM TESTING AND INSPECTION SERVICES. D. CONSTRUCTION SHALL BE PERFORMED IN ACCORDANCE WITH THE ANCHOR WALL SPECIFICATIONS, ANCHOR WALL INSTALLATION SECTION Z INSTRUCTIONS, AND THIS DRAWING. 3/4" = 1'-01, CAP BLOCK ADHERED TO TOP UNIT WITH ADHESIVE ANCHOR DIAMOND PRO � STRAIGHT FACE BLOCK BY ANCHOR WALL SYSTEMS Ell 0 v z m REFER TO CIVIL FOR GRADE t 6'-0" MIN GEOGRID III„II _GEOGRID STABILIZED SLOPE REFER TO CIVIL FOR GRADE, 2HAV MAX SLOPE STRATAGRID 200 GEOSYNTHETIC NFORC REINFORCEME RENT, TYP 9 Q 6'-0" MINT — — — — — GEOGRID rr 4" DIA DRAIN TILE IIII (EL VARIES) DRAIN TO DAYLIGHT AT 20'-0" — — — — — — — — — — — — — — — — — 111nI'Cl(AV1, ,i`";.-TA 6" 6" 6" MINIMUM COMPACTED 6" 61' GRANULAR -BASE LEVELING PAD SEGMENTED SITE RETAINING WALL SECTION 3 3/4" = 1'-011 S1 NO. 57STONE BACKFILL GROUT SOLID SEGMENTED WALL AT PIPE PENETRATION GEOGRID STABILIZED SAW CUT TO SLOPE REFER TO ACCOMMODATE RE CIVIL FOR GRADE, `O 2HAV MAX SLOPE PIPE OUTLET (2) #4 BARS EXTEND 2'-0" `' _ _ _ _ _ _ SEE CIVIL _ PASS EACH SIDE OF PIPE PENETRATION REFER TO CIVIL __\ FOR GRADE AND SCOUR PROTECTION ----------- SEGMENTED SITE RETAINING WALL AT PIPE PENETRATION SECTION 3/4" = 1'-0" S1.00 1/8" WIDE SOFT CUT SAWN CONTROL JOINT. SAW JOINT AS SOON AS POSSIBLE TO PREVENT CRACKING, fc= 3500 PSI CONCRETE DO NOT DISLODGE AGGREGATE OR CREATE A RAGGED EDGE. SPACE #5 AT 24" OC EACH WAY JOINTS NO MORE THAN AT 16-0" OC SQUARE PATTERN a " —III VDOT21ADENSE GRADED AGGREGATE TYPICAL LOADING DOCK SLAB ON GRADE AND CONTROL JOINT 3/4"=1'-0" DETAIL 3/4" = 1'-0" E �E0 W OOLLEY 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 22911 MAJOR SITE PLAN AMENDMENT Z 0 Q Zo •0 0 �> LU 0 X Q Uw w (1) � � m J J W 0 LL 0 LTL � y Z U�Z) F_ 0 1� U U N DATI O DETAILS Job Number: 20040 H OF o Stephen D. Barber Lic. No. 025731 ?o t 2-02-2t ww4 `s`t'IONAL Date: 12/2/2021 Revision: I Scale: As Noted Sheet No.: DUNBAR S1.00 110 THIRD ST. N.E. CHARLOTTESVILLE, VIRGINIA 22902 (434) 293-5171 Project No.: 2102-09 15 of 22 copyright© 2021 by Woolley Engineering Schedule Symbol Label CITY 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 1 1.0 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 NTS HANDHOLE GROUNDING LUG #8 BARE GROUND WIRE IN %2" HEAVY WALL P.V.C. CONDUIT - 3" 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 D.C. (EXCEPT @3" O.C. FOR TOP 2 TIES) FINISHED GRADE BACKFILL AND SEED rl`2'-10" TYP. I 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 ti EPA: 1 k 34" © J1 W Length: nQaael 1 / Width: 13" 131 ae1 Height: 8" L va3a"t Weight 41 lbs (max): I11 H I X"nLa cG-2 6. r� Ste* 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 interoperabilityl • This luminaire is part of an A+ Certified solution for ROAM® or XPoinl Wireless control networks, providing out -of -the -box control compatibility with simple commissioning, when ordered with drivers and control options marked by a shaded To learn more about A+, visit www.acuiiybrands.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 DTL DLL Ordering Information . , Series pPaa9ean<e Color temperature Distribution Voltage Mounting KAMED 1`1 30K R3 Type P2 40N R4 lgt4 P3 50N B5 -'F' Shipped installed PER NLMAiwht-lackRceptacleony(Cdnvoborder:eparate)w PERS live-wi2recepudeonty Koat0solderseparate)'sa PER7;everrwlmreceptacleo*(ConkomWseparatt)'u RR BlJevel, m�nnnlTnhrrnserrsor,&15'moumirrg hegnt,amdentsellwrenahkd at 5k'x PIRH Bl4evH,motmnlambientww.l5-3Urr*unnghelghtamdentsemienabledal Sk'a PIRIFOV 614evd. motmn/amhkniserlw,8-1S'nnuntlrg hdght,amdentsemorenahkd at lk'A PIRHIR3V Biaevel,motion/anbientSew, 15-37moumingheighLaretxerlisensor enabled at lk'x FAO Neldadlustableoulpul' MVOLT' 120' 208' 740' 277' 347 480 Shipped installed HS , - e10 SF :,rQtluri120.277,3470' DF Double free(M, 2401 Ilt 111 mm Shipped separately BS 9rd;p'ka° F6S External glare sued° '.L/TNL7Aol One Lithonia Way • Conyers, Georgia 30012 • Phone: 800.279.8U/1 • .. nrr, .. - 2011-2016 Amity Brand: Lighting, Inc. All rights reserved. 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A.72 .1. 2.06 2.37 2.32 2.24 .1.92.0.69.0.39 A.27 A.29.0.18 D.13.0.09 A.06 A.04 A.03 A.02 A.02 A .01 .0.00.0 00. A.00 A.00 A.00 A.00 A.00 A.00.0.0 .0.00.0.01 A.01 .0.01 .0.02 .0.05.0.07 A.09 .0.13 A.18 A.21 .0.21 .0.20 A.20 A.19 A.19 A.21 .0.26.0.35 A.47 A.71 A.97 .1.05 .1.09 .1.18 .1.21 .1.20 A.81 A.64 .0.73.0.95 .1.13 .1.15 .1.21 .1.26 .1.23 A. 1.5 .0.67.0.90 .1.18 .. 1.25 .1.32 .1.25 .1.1 1 .0.53 A.27 A.19.0.15 A.16 A.11 .0.08 A.O6 A.04 A.03 A.02 A.02 ❑®1A.01 A 01 .0.00.0.00 D.00.0.00.0.00.0.00.0.0 .0.01 .0.01 A.02 A.03A.O5A.0 4 A.15 A.16A.18A.22A.26A.28A.33A.47A.57 A.59A.64 A.71 0.77.0.80.0.80 A.65A.58A.62 A.63.0.65A.72 A.76A.79A.83 A.72A.5 .51 C.61 .0.58.0.72 .73.0.7 .77.0.73.0.65.0.38 A.19.0.14.0.11 .0.10.0.10 A.07A.O5A.04 A.03A.02A.02A.02A.0101 A01 .0.01 .0.01 A.00A.00 A.00 A.00.0 .47 .1 .5 A. 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A.18 A.1 A.16 A.12 A.09 A.06 A.05 A.04 A.03 A.03 A.02 A.03 A.03 A.02 A.02 A.010 A.01 A 01 .0.01 .0.01 .0.01 A.00 A.00 A.00 A. 0 �-...J s PVC C.J - A.19 A.20 A.21 A.21 A.22 A.22 A.21 A.20 A.19 A.19 p.20 A.21 A.21 A.22 A.22 A.21 A.18 A.17 AlA.15 A.15 .i 5.0.1 .0.14.0.1 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 .0.01 .0.01 .001 .0.01.0-01.0-01.0-00.0-00.0.00A. rn Al1 Q s 6 Al 6 4.17.0.17 DA 7 A.18 Al 7.0.16 Al 6 A.16 A.16 A.17 A.17 A.17 A.17 A.16 A.14 D 14.0.1 .0.12 A.12 1 Al .0.11 .0.1 A.10 A.08.0.06 A.04 A.03 A.03 A.02 A.02 A.02 A.02 A.01 .0.02 A.02 A 01 .0.01 A.01 01 .0.01 .0.01 .0.01 A.00.0.00.0.00 J0 ON m .0.13.0.13 .13 A.14 A.14 A.14.0.14 JDA 4 A.14.0.13.0.13 D. 13.0.13.0.13 D. 13.0.12.0.11 A 11 .0.1 .0.09.0.0 .OS A.06 A.O5 A.04 A.03 A.02 A.02 A.02 A.02 A.01 A.01 A.01 A.01 A 01 A.01 A.Ot 01 A.01 A.01 A.O t A.00 A.00 a A. µ o A11A.11 C.11 A.12 A.12 A.13 A.13 A.12N42 A.11 A.11 A.11 A.11 A.11 A.11 A.10 A 09 A. 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DNAXD Naluralaluminum DWHXD While DOBTXD Iettureddalkuonee DBLBXD lilmned black DNATXD Teltured natural alunuum DWHCXD buifedwhire KAX2-LED Ran. 031M 18 3( Pasta 1 of CONC. wax C' NGV Eo or p4 PA EMM N XGV Scale: 1" = 30' EXISTING IISTRATIVE ADC VE EXISTING BL coot. wux EXISTING CRUTCHFIELD WAREHOUSE S 30'24'11" W 329.41 w 1-1 b FDIC SIGN W ' ER Pm/D NEW WAREHOUSE EXPANSION (PHASE 1) 22,312 SF FIFE = 569.89 _ _ n _ ° I _ / _ AG wVV � / __ a NEW 4TALL ---/ �.�...,.. .. ... ��..�. S 31'38'17" W 372.56' EE0 NVooi .EY 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 Z NQ Lf 0 • `) > LU O w Q U w Q /a) m J O < WILL. W n�\ 0 LL >_ _ Z U o � U U SITE LIGHTING PLAN Job Number: 20040 OF RIC A. WOOLLEY LIC. NO. 370ft5 12-2-2021 �Y 1 rib, V/ Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet No.: SLI *0 16of22 copyright © 2021 by Woolley Engineering T T / 26" W.O. T (3) JAPANESE ZELKOVA 13" GUM (3) - JAPANESE ZELKOVA I I MEADOW MIX (SEE NOTES FOR MIX) 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) EE 0 VUOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville= Virginia 22902 (434) 973,0045 www.Woolley-Eng.com Owner: 30' USE BUFFER / 30' PARKING SETBACK Crutchfield Corp. / - Charlottesville,Park RIP RAP /�------------------------- ---- ----------� 5' + + • ` + + + + ` ` + + + + + 22911 ♦ . ♦ • + + ♦ ` ` + + + + + ` ` + + + + + ` ` ' + + T - P: (434) 817-1000 \ _ W _ W_ _ IN W - W W - W - W - W - W - W - W - W W W - W - W -W /� " + + + + + + + + • + + + " + + +- � �x � � �� • �.�+> 4 � n � MAJOR �`"'�� SITE PLAN AMENDMENT DELIVERIES WAREHOUSE EXPANSION (PHASE 2) 38,657 SF FIFE = 569.89 ASPHALT bFDc HCP- 24"RCP u / D 24" W.O. ■ / CURL. M s° PVC 26" W.rf o� DROP S MH / Q RIM=57.0 SMH ' / RIM=578.4' IN=568. ' �6"PV) -5 IN=574.6' N=566. ' 6"PV 3 DROP 16" W.O. T =s z,z2' s MOUT=574.6 IN=565. ' 6"PV 18r hO• W Ou55 2.2' �' OUT=56 .9 (6" C)IIS\ _ o m P aLT CONCRETE n ASPHALT asPNnLT CONCRETE bFt>L srrl f MEADOW MIX (SEE NOTES FOR MIX) 24" m � n CONC 0BM#1 pre -touts SSW 1 m m p TI I (T County of Albemarle Conservation Plan Checklist - To be placed on Landscape Plans „ o (Handbook, pp 111-284-111-297 for complete specifications) I. The following items shall be shown on the Plan: / III / " (2/ ® Trees tobesaved; / NEW WAREHOUSE EXPANSION is Limits of clearing (outsidedriplineoftrees lobe saved); I (PHASE 1) 22 312 SF FFE = 569.89 ++. ` ` ` • ++ +• ` ` • +++++ ` ` +• ® Location and type of protective fencing; I • • + + + + ♦ . ` + • + ♦ + + r` + • Grade changes requiring tree wells or walls; I + + ` + + + + + + + + + ` e ` + + • + • + ` + + + 0 Proposed trenching or tunneling beyond the limits of clearing. 2. Markings: + • ` ` ` ® All trees to be saved shall be marked with print or ribbon at a height clearly visible to equipment operators. I ` + ' + + + + + + + + ` + ` ` + + + �e +/. �,,. `,+ + + z + ` / ` • ` + ` + + 0 No grading shall begin until the tree marking has been inspected and approved by a County Inspector. / I� I • + - - - � � - � � � + - - 3. Pre -Construction Conference: ® Tree preservation and protection measures shall be reviewed with the contractor on site. 4. EarriPment 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 lobe saved. 7. Toxic Materials: ® Toxic materials shall not be stored within 100 feet of the drpline of trees to be saved. 8. Protective Fencina: ® 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. 9. Tree Wells: 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. 10. Tree Walls: ® When the ground level must be lowered within the driplinc a tree to be saved a tree wall shall be provided; and a construction detail submitted for approval. 11. Trenching and Tunneling: 50 When trenching is required within the limits of clearing, it shall be done as faraway from the trunks of trees as possible. Tunneling under a large tree shall be considered as an alternative when it is anticipated that necessary trenching will destroy feeder roots. 12. Cleanup' ® Protective fencing shall be the last items removed during the final cleanup. 13. Damaged Trees: ® Damaged trees shall be treated immediately by pruning, fertilization or other methods recommended by a tree specialist. NOTE: IT IS THE DEVELOPER'S RESPONSIBILITY TO CONFER WITH THE CONTRACTOR ON TREE CONSERVATION REQUIREMENTS. (� ►/�` (1�� r �1J�v� �� 11A�\�ili �A' \l \,C-7 C� (CI �, (DATE) CONTRACT PURCHASER SIGNATURE (DATE) 5/1106 Page 1 of 1 EXISTING CRUTCHFIELD WAREHOUSE Landscape Notes: 7. Tree Wells 1. Marking When The ground level must be raised within The drip -line of a Tree to be preserved and 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. clearly visible To equipment operators. No land disturbing activity shall begin until the Tree 8, Tree Walls 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 Engineering Department. protected, the plan shall show, identify, and provide a detail for a tree wall. 2. Equipment Operation and Storage 9. Trenching &Tunneling Heavy equipment, vehicular traffic, and the storage of construction materials and soil shall When trenching for any kind of underground water, sewer, electrical, cable, telephone, or 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 3. Erosion Control Measures and Stormwater Management Facilities clearing, the separation from the trunks of trees shall maximized to the furthest extent Temporary erosion control measures and/or permanent stormwater management facilities possible. Tunneling shall be required when deemed, by the County Engineer, that locations shall be coordinated such that they shall not adversely affect trees to be trenching will significantly damage feeder roots of trees to be preserved and protected. preserved and protected. 10. Damaged Trees & Compacted Root Zones 4. Fires A. Any damage To the crown, trunk, or root system of any Tree to be preserved and Fires shall not be permitted within 100 feet of the outside d(p-line of trees to be preserved protected shall be repaired immediately, in accordance with the practices in the Erosion and protected. & Sediment Control Handbook. Care for serious injuries shall be prescribed by a professional forester or tree specialist. 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 Measures No land disturbing activity shall begin until the tree protective fencing has been installed Tree protective measures shall The last the Temporary erosion control plan measures by the contractor and inspected and approved by the County Engineering Department. removed during the final clean-up ♦ + + ♦ ♦ + • + t `.� `+`♦+♦+ ♦ + + • ♦ + + ♦ • ♦ ♦ + ♦ ♦ NOTES: LANDSCAPE LEGEND 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. ALL DISTURBED AREAS SHALL BE SEEDED PER THE SPECIFICATION OF PERMANENT SEEDING STATED ON ES1.0 UNLESS OTHERWISE SPECIFIED. SEE C6.0 FOR STORMWATER MANAGEMENT BIOFILTER PLANTINGS ALL SLOPES GREATER THAN 3:1 SHALL BE STABILIZED WITH A MEADOW MIX �Ik♦y"��t'1' RIP SSMH 2 RIM=558.9' IN=552.9' �8" PVC) OUT=552.7 (8 PVC) W SSMH 1 RIM=555.4' IN=551.5' �6" PV) OUT-551.6 (8" PVC) OUT=551.4' (8" PVC) Yv✓ SYMBOL QTY BOTANICAL COMMON SIZE 0t j 6 ZELKOVA SERRATA"GREEN VASE" JAPANESE ZELKOVA B&B, 11/2-13/4'Cal. TREE CANOPY CALCULATIONS fQ 10 YRSI SPECIES HEIGHT AREA/PLANT AREA/SPECIES ZELKOVA SERRATA 20' 443 SQ. FT. 2,658 SQ. 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 (10.9%) 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 FFE = FINISHED FLOOR ELEVATION O.C.= ON CENTER POP. = POPLAR R.O. = RED OAK W.O. = WHITE OAK MEADOW MIX: 3LB. LITTLE-BLUESTEM (SCHIZACHYRIUM SCOPARIUM) 1 LB. BLACK-EYED SUSAN (RUDBECKIA FULGI )A'GOLDSTURM') 1 LB. WILD BURGAMOT (MONARDA FISTULOSA) 1 I.B. BLUE -STEM GOLDENROD (SOLIDAGO CAESIA) ADD FALL OR SPRING SEED TO MIX - DEPENDING ON TIME OF PLANTING FALL- 1LB. LOLIUM MULIFLORUM & LOLIUM PERENNE SPRING - 1 LB. COREOPSIS TINCTORIA & RUDBECKIA HIRTA Z O F_ Q Q Z - O V) ja Ili � O Q w � U a) w Q j m -1�__ ILL LU U o � U �i U LANDSCAPE PLAN Job Number: 20040 OP RIC A. WOOLLEY LIC. NO. 370ft5 12-2-2021 �Y 1 1111blONAL Date: August 9, 2021 Revision: Scale: 1 " = 30' Sheet NO.: L 1 00 17of22 copyright © 2021 by Woolley Engineering