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HomeMy WebLinkAboutSDP202100067 Plan - Approved Major Amendment, Final Site Plan 2022-09-01s a 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) Easements created and recorded with this site plan: INST #202200007666 Property is located within Airport Impact Area Overlay and Steep Slopes Overlay 4. Existing Zoning: LI (Light Industrial) Rezoned to LI in accordance with ZMA198500034 (approved 2/19/1986) r Property also subject to conditions of SP198500097 (approved 2/19/1986) 5. Minimum Yard Requirements: s 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; L1 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; L1 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 32-91D (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 SDp2n9 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 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. L) 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 #213 both ultimately convey into the existing extended detention basin which will be expanded during phase 1. improvements 2 ' r v will be included in the net impervious iii.) Stormwater from phase imp surface o e treated by phase 1 stormwator management improvements. rovements. No additional stormwater p 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 Industrial/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 i.) 180 regular spaces ii.) 6 HC accessible spaces B. Proposed Parking (Phase III improvements) 1.) 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 Communi •Development - Planning Division Date Albemarle Co. Dept. of Commu ity Development - Engineering Division Date Albemarle Co. Dept. of Commu ity Development - Zoning Division Date Albemarle County Division of Fire and Rescue Date Albemarle County Building Ins pe tions Date Albemarle County Service Authority Date VICINITY MAP Y7Y 10 4 --, ELI 15�, = 4 1� o '} Q� SITE ` N 1 / �Eo P e q o p Qp i ° o f 3 .31 # fzz�. 7 r o�: O c' m 00 °°U'�Q • 'c, t �,. \G �'�%"� 4v"d�+'Dd^ v F •'p Z � q._,�\� q r� /pry fan r, a ,,��11 1;,•.A ;,; 1 �.' O / LJ p, t f9 r! ©Fi t r 0 dr-O SCALE., 1'= 1000' SHEET INDEX C 1.0 C2.0 C3.0 C3.1 C4.0 C4.1 C4.2 C5.0 C5.1 C5.2 C5.3 C6.0 C6.1 C7.0 S1.0 SL1.0 L1.0 ES 1.0 ES2.0 ES2.1 ES2.2 ES3.0 Cover Existing Conditions Exhibit Critical Slope Exhibit & Demolition Plan Construction Phasing Exhibit Site Layout Plan Site Grading Plan - Phase I Site Grading Plan - Phase II Site Utilities Plan Storm Drainage Profiles Sanitary Sewer Plan & Profile Waterline Plan & Profile Stormwater Management Plan Stormwater Management Details General Details Structural Details Photometric Lighting Plan Landscape Plan Erosion & Sediment Control Narrative Erosion & Sediment Control Plan - Phase I Erosion & Sediment Control Plan - Phase II Erosion & Sediment Control Plan - Phase III Erosion & Sediment Control Details Eg Filled Box Indicates Drawing Included in Set WOOLLEY ENG1N , RING Consulting Civil Engineers 210 5th Street NE Charlottesville. Virginia 22902 (434) 973.0045 www. W oolley-Eng.corn Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22901 P: (434) 817-1000 MAJOR SITE PLAN III •►��I -� z O �p � O' n�w O � Q U a w LU C) �, ::) Q W _Q LL 0 N z U o � U � ry COVER SHEET Job Number: 20040 ,V OP LIC. 0. 7088 �0 assZ 0 NAL _S Date: August 9, 2021 Revision: uecemDer z,LUL I January 24, 2022 August 24, 2022 Scale: As Noted Sheet No.: Cl .0 1 of 22 a copyright © 2021 by Woolley Engineering p �; i LEGEND Op = MANHOLE BW = BAY WINDOW 8 = UTILITY POLE CO = CLEAN -OUT ; = YARD OR POST LIGHT CONC. = CONCRETE ® = STORM DRAINAGE GRATE DB = DEED BOOK a = PATIO DRAIN EQUIP. = EQUIPMENT u = GAS METER FIFE = FINISHED FLOOR ELEVATION b = SPIGOT HOPE = HIGH DENSITY POLYETHYLENE PIPE ®u = DOWNSPOUT HVAC = HEATING, AIR CONDITIONING ED `q= WATER METER JB = JUNCTION BOX U4 = WATER VALVE PVC = POLYVINYL CHLORIDE PIPE x x = FENCE RCP = REINFORCED CONCRETE PIPE -tee IVILING TW = TOP OF WALL _ - SIGN\\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 = WATER LINE WM = WATEWMETER WV = WATER VALVE ? = UNKNOWN 0 UNVERIFIED LOCATION r / 20' AC.SA WAIERUNE _ / EASEMENT OB 2749-652 F � ESM'T. \ ,r DBB 19 1908-478 rrC / IRON FND. k'< tip. O / 20' WATERLINE EASEMENTENT DB ASPEV�LT DB 2749-652 IRON FND. FF / 7- .00 as EIR �1 D819085478 F�60�ry� P Ci DBO 10 1094 FFFFTF ASPHALT / 20 A.C.SA WATERUNE EASEMENT DB 905-711 Y �S 30'37 34 W 320.18 1�h�'���30'37 34 W 320.18 I rb hnn /' I IRON I SET IN MON. 1 TMP 32-170 TMP 32-17132 TMP 32-1764 r CRUTCHFIELD CORPORATION r N/F THOMAS MORGAN & SHERRARD HILL HOWEN i TMP 32-1783 \ : N/F THOMAS MORGAN & SHERRARD HILL HOWEN N/F THOMAS MORGAN SHERRAD HILL HOWEN ' DB 1028-107 DB 5070-36 DB 1033-373 DB 5070-36 DB 91-340 PLAT OB 413-136 PLAT OB 413-136 PLAT HM 0,10 1.) THE MERIDIAN IS BASED UPON PLAT RECORED IN DD 863-4 PLAT. ELEVATION IS BASED ON BENCH FOUND SHOWN ON TOPOGRAPHIC SURVEY DATED 1999 PREPARED BY WILLIAM S. ROUDABUSH, INC. 2.) THE LOCAT)M OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. NO UNDERGROUND INVESTIGATION OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE ` EXACT LOCATION OF ALL EXISTING UTILITIES 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 LIES WITHIN FLOOD ZONE T, AREAS OUTSIDE OF THE 100 YEAR FLOOD PLAN, AS DETERMINED BY FEMA 4.) SURVEY PREPARED FOR: CRUTCHFIELD CORP. 5.) QUIET ACRES LANE IS A PRIVATE RIGHT OF WAY ALONG THE TRAVTIWAY AS SHOWN HEREON. ti'�0 k, e- 26' W.Q. 1 t, • III. IIII, 'A II� " , R�II m+ ASPFIALT WOOLLEY ENGIN , RING TITLE SOURCE Consulting210 5th Street NE Engineers TMP 32-9C CRUTCHFIELD CORPORATION Charlottesville. Virginia 22902 DB 814-350 (434) 973.0045 DB 863-1, 4 PLAT www.Woolley-Eng.com DB 1944-541, 545 PLAT OWNEk,,'TMP 32-9C Owner: CRUTCHFIELD CORPORATION ' Crutchfield Corp. �N #1 CRUTCHFIELD PARK 1 Crutchfield Park CHARLOTTESVILLE, VA 22901 Charlottesville, Virginia 1 22911 P: (434) 817-1000 r r MAJOR SSYH TMP 32-1 SSUH wM=Sar CWIRLOIIESVILIE-ALBEMARLE AIRPORT w=679.9' IN 5539" (a' PVD) ouri9.7j6) AUTHORITY (e'PC) WT 553.Y (8 )I SITE PLAN DB 3524-622 0 H ELEC./TELE. 0 H ELEC. TELE _., ..... >.... , y . �'�,_' �AMENDMENT we ; r � ' J I �E i0P=581 5Y ,, SD1�B�_ • \iS-1 W-578.11 4' P4C TRW-568.1' ' , - WV. 5640 _ 6.8' 12' HOPE ASPHALT 5 0' 24' .�\ -� OUT P HCP 0i.4 , -5 C I W-576.8' 12' HPIE SDYH .t ,''��� 24 W.O. .r ■ W=576.9' 6 HFOE _ ', `, ;. # �' �_ §43� ......._..._._,,.-.....,. •.,.. � .,. � ,., .. ..., / �' t ',1 ;i,t OUT-576.5' Ir RCP 6 PVC MM 577,3 g ,.. -3B L=6' OR 4,' j` ."r .' -_� 1 15 RCP W=590.72' RW=57&4' =575. ((6 �IN- 1 24 18' W.Q. OUF-574.8 �., 9 ((((f R4 RCP ... JT=5855' 12' HOPE � P4.574.8' �� -5680t9(6 COOP' T ` vrt CONCRETE -1- 50.8 CONCRETE 1- 665.7 TMP 32-19B - - i i IS • _ ASPN7LT ,YS1Yl7 '`,. �s/ ? \ \ _�2, �� I I N/F COMMONWEALTH OF VIRGINIA t i S BM 1 DEPARTMENT OF TRANSPORATION DB 1904-639 DB 1726-550 PLAT • Dou.e � . 1 r 1 r. f � �,� J� I � � � '`• 12": U RCP....._.. $,It INV1K woods \ I .: Ir` .• x 551.6. FTI 45/ " TMP 32-9C \ I CRUTCHFIELD CORPORATION 11540 QUIET ACRES LANE I { \ \ `-��,''• , , , r 11oQDs SWM BASIN S1 SWU RISER (4' Ull Cow T TOP=546.0 fFE=594.62' \ \ „ ' f 1 WEIR5Q.0.4 (4-2x0. M 111 f I t IN= 540.0' 8' PVC FROM PIXID WT= 539.9 18' HPOE CONC. WALK ' ASR1rLi `��� 5281-483 490 P 'EAS E1MEM aH ` ' -_� s ` FASfatFNi D , t 514M�BM\fRlCl - 68, 4 18' \. I \ \ TMP 32 19C1 -- WRIT, LLC L=6, �� w1Q� 6i �', `� 0 f' DD 2944-158 WIDT}IYt "t __t 1 -T RIP RAP DB 1664-328-329 PLAT 8r "POE FASELEM DB 5138-456. 463 HPDE WOODS It W --�-T- --� - ! Al4 �� t 1 1i 20 A.C.SA WATERLINE -`j\\� - - EASEMENT DB 1588-183 1g -W , W t ^ S W24'11W 329.41' S 31'3817' W 372.56>0 ER IRON FND. GmOryAp` _ SET IN MON. 7'IRON FND. TMP 32-19E CRUTCHFIELD CORPORATION DB 913-338, 340 PLAT E S 392411' W 200.; TMP 32-901 N/F LUCILLE T. MILLER DB 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' R1101TIMrVI IIS NO. I ANGLE I RADIUS I ARC ICHORD BEARING ILENGTH C1 16-08'38' 1561.22 1158.13 IS 2415'01' E 1157.61 C2 0743'55' 1523.40 124.96 IS 15'18'46' E 124.95 TMP 32-6R r UNIVERSITY OF VIRGINIA FOUNDATION DB 2712-325 DB 2635-454 DB 4957-692 PLAT G.V. KW" HUGH&S TIC. NO. 1415E 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 z O F_ Q � o � O'ry w O �Q w U a) w Q � m J w � n` LL 0 W 2 � Z U o � U ::D ry EXISTING CONDITIONS EXHIBIT Job Number: 20040 Date: August 9, 2021 Revision: December 2, 2021 Scale: 1"=50' Sheet No.: C200 2 of 22 copyright © 2021 by Woolley Engineering / I , / I , / qTEL ESM'T. / / L 1094-605 __Y`�. f' 4 NIN 1 , , " I , \ . 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S 30'24'11" W 200.77 ­­­ ; t _­­ I.1-1-111-1--­ -111. 1_­._.1_­­­ I 1. - I., I- ­­1 I �. � 8 8 --_Dl,-�B, L=6' \ � I -.--- 'I\\----- \ * __ .- ­ , I - _­­­ � % ... _­ \ I T 1. , '', � \ \ N I \ ( \ �\\ \ \ \ \� � \, \ \ .­_.__.... .PERMANENT_29�,DRAINAGE ) , ,,, /._ - � I .1 1­ -I , \ \ 1� \ DI3 1664-328-329 PLAT � ­ - ­ I - I -,-. EASEMENT DB 5138-456 � , 1 4 1 63 . PL I A � T .. .1.1.1. ­­ TOP=�89.5��, � .. ..... , _...__ __.. . - - _� I -1 � - i \ \ \ \ \ I - I - 11 IN=�MA�J_",& PPDE . / I �' " RIP AP \ \ \ rr�c �` \ I � \ \ \ \ \1, \_ , ­ , '' ''' , �' '' , " , , , , "' - , ­ - , "' ____ , ­ -, , - - - - I - - - I - -- - --- - � - - _ _ I - -_ I � _1 ___.__ ____ __._ --- _ . N I ­ . - OUT=5E42 18, -HPDE _. /._ _ _1 _ ,- 1 - -V-1 11 1­1 .1 ,�, - \ ­ - \ V.''.. \ .\ \ \ \, \ \ \ \ OODS \ ii� \ \ \ I I f _� , - � - V.- - - \ \ � \ OF . V / / I �\� I . \ , IV- __ - -1 - - - - I - I - I- \� .- __ - . - - 1. \ I I \ \'�\ \ I ­ I ­A..­_­� - \ - - A-__ V_ ­­ I 'A ir I M 20' A.C.S.A. WATERLINE i", I \ \ \ \ \ \ \ I , \ - - *r , .--\- \-"- \�\\­­­�'. ­­ _ --------.F I M ,—_ I / I \ \ \ � \ \ \ \ \ �' N, I 1�I , , ,. _ 1_1 �j � - \ \ \ \ 1� I "I I �0 \ - \ C:) : / — I \-- I C� !'- . I n 11 � S 30*24'1 1 " W 329.41' — \ \ \ \ \ \ \ \ \ I, \ \ \ \ \ ,, 11 --,, I _j 11 00 OT I , SCALE: I"= 30' 1 t I > 0� S 31'38'17" W 372.56`-� - I .,', i IRON FND. C 0 9� \ \ INN\ 1% , �, I � SFT IN MON. 41 � innh) rein WboLLE, Y 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 99911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT. z O F_ 1 < < z C)::� o 0 0 W > n Q () LLJ O Q ,- ,W,-i<< . U-i Q) W(.) Q (/) ::) 00 _j < I L_U () _Q U_ 0 Q) . U �� Z= U :) 0 U ::D U DEMO PLAN Job Number: 20040 OP ERII - C W. woo I V-6 MC. NO. 37082_;�,_ �A A? 0 12-2-2 11 1,31 ;4 02 � I? 4�� ", `V 'tONAL 10,� Date: August 9, 2021 Revision: December 2, 2021 Scale: I" = 30' Sheet No.: c3.o 3 of 22 copyright @ 2021 by Woolley Engineering r%I I A f'r- 9 _ 1. PRELIMINARY GRADING FOR ALL PHASES 2. NEW WAREHOUSE BUILDING ADDITION (22,312 SF) 3. LOADING DOCK (13,352 SF) 4. RE-ROUTE EXISITNG SANITARY SEWER 5. RE-ROUTE STORMWATER CONVEYANCE 6. NEW FDC 7. NEW FIRE HYDRANTS (2) 8. INSTALL LATERAL AND PRIVATELY OWNED PORTION OF WATER LINE EXTENSION. STUB OUT AND CAP EACH END (BOTH LINES PRIVATELY OWNED) 9. EXPAND EXISTING EXTENDED DETENTION BASIN 10. PRE-TREATMENT CELL FOR EXTENDED DETENTION BASIN 11. NEW LEVEL II BIOFILTER # 1 (2,640 SF) 12. NEW MAINTENANCE BUILDING (1,200 SF) 13. NEW ASPHALT PATH TO MAINTENANCE BUILDING 14. FINISH GRADE FOR MAINTENANCE BUILDING 15. NEW PARKING AREA (59 SPACES + 1 HC SPACE) 16. NEW LEVEL II BIOFILTER #2A (728 SF) 17. NEW LEVEL II BIOFILTER #213 (695 SF) 18. FINISH GRADE FOR PARKING AREA V 0 a 22 0 _._._._._._._._._._._._._._._,... IE E 1 I i �rt I .F I 'Ti ! , PHASE 2 - FOR EXHIBIT ONLY SCALE: N.T.S. a PROPERTY BOUNDARY 20 21 0 19 \s IN PHASE 2 : (PROPOSED IMPROVEMENTS SHOWN FOR BOTH PHASES) 19. NEW WAREHOUSE BUILDING ADDITION (38,657 SF) 20. NEW FIRE HYDRANT AND FDC 21. FIRE ACCESS DRIVE (20' WIDTH) 22. NEW 6" WATERLINE 23. FINISH GRADE AROUND PHASE 3 IMPROVEMENTS Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z O Q Z ry � o � O' r)�w O �Q w U a) W Q �m � � J L.I-J � � � 0 N z U o � U � ry PHASING EXHIBIT Job Number: 20040 ' V Off' p� LIC. NO. 370882� 1p0 1-24-2022 �SSjONAL '' Date: August 9, 2021 Revision: December 2, 2021 January 24, 2022 Scale: As Noted Sheet No.: C3*1 4 of 22 copyright © 2021 by Woolley Engineering (3-3 II i! (313 L-1 3-E1 I ' � ❑ JB-ElEC. 20' WATER LINE EASEMENT PHASE 1: NEW ASPHALT PARKING AREA INST # 202200007666 SWM/BMP FACILITY EASEMENT �o INST # 202200007666 50' BUILDING SETBACK PHASE 1: BIOFILTER #213 - 695 SF LEVEL 2 PHASE 1: BIOFILTER #2A - 728 SF LEVEL 2 (SEE SHEET C6.0 FOR DETAILS) PHASE 1: PRE-TREATMENT CELL FOR (SEE SHEET C6.0 FOR DETAILS) EXTENDED DETENTION BASIN NEW FIRE HYDRANT (PHASE 2) INEW SANITARY SEWER MANHOLE (PHASE 1) (SEE SHEET C6.0 FOR DETAILS) N 27'40'39" E 875.40' 13" GUM NEW STORM SEWER MANHOLE PHASE 1) NEW SANITARY SEWER MANHOLE (PHASE 1) ( TRANSITION FROM CG-6 30' USE BUFFER / 30' PARKING SETBACK TO CG-3 (PHASE 1) NEW CG-2 (PHASE 1) NEW CG-6 (PHASE 1) NEW STORM SEWER MANHOLE (PHASE 1) TRANSITION FROM CG-3 CG 3 TO CG-6 (PHASE 1) 115' DELIVERIES jpFDC 24" W.O. 26" 'riCf 16 N.O. 18 n ;A.0. y Gp G o Q D I� CONC. WY.K _ � I L I ?I % /MGV �C£r CF � PA',Fg{FNT w S 30' 24' 11 " W 200.77 xGV 613 b FDC SIGN " R.O. ♦�� y6 n I NEW CG-6 (PHASE 1) R250' ASPHALT o CG-2 TO BE REMOVED ANDLY REPLACED FOR DI INSTALLATION 0 PVc 0 w CONCRETE ASPHALT m EXISTING IISTRATIVE ADDITI VE EXISTING BLD �' NEW CG-6 (PHASE 1) CIO MAINTENANCE BUILDING - 1,200 SF (PHASE 1 � EXISTING CRUTCHFIELD WAREHOUSE ASPWLT SWM/BMP FACILITY EASEMENT INST # 202200007666 �'� '' f 4" WIDTH CURB (PHX§1� ASPHALT ACC APPROXIMATE LIMITS FOR CONTRACTOR TO REMOVE AND REPLACE EX. ASPHALT 69' 58.5' APPROXIMATE LIMITS FOR CONTRACTOR TO MILL AND REPAVE EXISTING ASPHALT 12.67' NEW RAMP WITH LANDING (PHASE 1) iI ASPHALT (PHASE 1) CONCRETE 30' ►i 40' NEW RAMP WITH LANDING (PHASE 1) SEE ARCHITECTURAL PLAN SHEET A8.21 FOR LANDING AND RAMP DETAILS PROPOSED HARDSCAPE KEY: = NEW ASPHALT PAVEMENT a= REMOVE AND REPLACE EX. ASPHALT �f = MILL AND REPAVE EX ASPHALT a= CONCRETE 37' NEW WAREHOUSE EXPANSION CD' (PHASE 1) 22,312 SF FFE = 569.89 LU ILL � � z CIO 201.64' O O ,M4 J V) �. O 0 0 �. 109.75 co 0 Uj I I co �- LU NO MAN DOORS ALONG THIS BUILDING FACE Q22/ VARIABLE WIDTH PERMENANT DRAINAGE EASEMENT NEW STORM SEWER MANHOL (PHASE 1) INST # 202200007666 c SEGMENTAL BLOCK — I REGAINING WALL TOW = 550.50 BOW = 547.00 J coxwc CONC. WALK---—``�;=\'�\ — —I NO MAN DOORS ALONG THIS BUILDING FACE �FDC SIGN NEW FDC (PHASE 1) PHASE 1: BIOFILTER PRE-TREATMENT MWMER FENCE CELL (SEE SHEET C6.0 FOR DETAILS) a 20' WATER LINE EASEMENT ` Plv INST # 202200007666 SWM ACCESS PATH (PHASE 1) --------- NEW4'TALL 20' WATER LINE EASEMENT — _ -_ � ' — _. _ I �, — — — CHAINLINK _ 1 _ I � � \ i / FENCE INST # 202200007666 ~ P4GV ---------------- — a— APPROXIMATE— ,� — GATE LOCATION S 30'24'11" W 329.41' S 31'38'17" 372.56' - 2,640 SF LEVEL 2 PHASE l :EXPANDED EXTENDED DETENTION BASIN -LEVEL 1 SWM/BMP 12' ACCESS EASEMENT PHASE 1: BIOFILTER # 1 NEW FIRE HYDRANT (PHASE 1) EHATCHED AREA DENOTES LIMITS OF NEW BASIN INST # 202200007666 Nq.W FIRE HYDRANT (PHASE 1) (SEE SHEET 2, FOR DTAILS) (SEE SHEET C6.0 FOR DETAILS) V SWM/BMP 12' FACILITY EASEMENT INST # 202200007666 Wool -LEY ENGIN E WRING Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 22902 (434) 973.0045 www.WooHey-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 229"I1 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z O F_ Q Q Z � o � O' n�w ry O � w Q U a) w n �, � m _j Q � w O � ILL 0 N 2 � z U o � U ::D U LAYOUT PLAN Job Number: 20040 OP t, 4j EERIC W. 1I00LLEY LIC. NO. 3708� �0� 8-24-2022 �Ww IO NAL Date: August 9, 2021 Revision: December 2, 2021 August 24, 2022 Scale: 1"=30' Sheet No.: C4*0 5of22 copyright © 2021 by Woolley Engineering o LO 0/H ELEC./ TELE. N � \ .. .. - .�—_ ___•— _..� �.� _.. 0/H ELEC./ TELE./-f>/ _ �___..�....- .�... .�—_. ,-...._ .—.�. _.�. � � �� �• _� 8 _ 5 5IL D.ING-SETBACK —__g p C � i /1 / ,� �r / '��♦ , , c� � e ®� "' _.._... •-,�_-., � �'. `_ -°,... .....,._. ._.�... _._._ ..,w. ._..._. ._..�. ._.,._... ......,_< _.. ,...._.. .<_.._- ._.__..cor_ — �� --_` -'-'- _._. ----` _� .....<_ •_,..._ �,- -- •_� __ _.�,_- �__-._.... ........... / / �♦+• 1 F � ,a 1 � � � I I I � � � ' r A � �'i rl� ''*>1 ; '\ ti — / ! Epp ,, .,..__... .,,,,,,_.. ..•.<.-... {/ ,/ j€ Jj jj 588.0'\ s'...,. `'" 5 ./ . yir ,,gip t': �� i ,1� _ x i' _ ^'""., .•,,..,,,, [/ 7 , 1 F r, \\ IN °•1 `a 4 y[ 8. i \ `---- P. w� M ° 4 INSTALLWATERLINELATERAL AND MAIN ! I I / bb� �° r �- , '< '.. EXTENSION UNDER NEW CONCRETE LOADING ! I DOCK DURING PHASE 1. STUB OUT AND CAP © BOTH ENDS FOR COMPLETION DURING PHASE 2. ....,..-...____•` ASPHALT ```_ 'I� ' ° ; ' d ' ^^:,,;' `°.''", ....,;.,'w. _ ``'' a '♦ ,.,\*' ``'w p j 1 ; ( i 'I FDC Y z 26" W.O. �'� \ HCP 1 , 4 j f 565<.87 a , ♦\ \ 1 I i . a 0 24" W.O. 0 , - -- I �' b 2 s Svc � r' � _ _ w �� 555:87+ ` "` ,APPROXIMATE LOCATION OF FOUNDATION DRAIN TO BE 1 t 1 t 565.8 CONCRETE 565.7 r '`e '� \ ` \ I , ►: r� J, ` .. INSTALLED DURING PHASE 1. (SEE ARCHITECTURAL LQ PLANS FOR BACKFILL AND DRAIN DETAILS) 1 I � .��. �-fib= b`� o..^.,> '``" '•`-•' '` "` r I ► .' `� � \ ''°. ` ,, —. `""" ----.. -- -..� , ' ° ! j I 569=-=- •>a ',� •�. CONCRETE �, ; I � , � � P 5ss.s �: :xht, . �. '�: � t 1..- I' ....�`�` �. `-'•,. 1 I � 565.8 CONCRETE 565.7 �.„ \ \, \ `°,,° ,,. ,°.• ., ---. '- ... ;�.,�, ` •°, u...-- }j � � f k �sFw�r } \ \ \ . , `\ ♦ '\ _ ! '*. , ° \ ^. \. ', °s. W, - / ! \ \ °° ♦ ,,,; ^, `'*, ! ,I w \ °,.,.,, ._ .,,..., 1. . (yam •.'•.'+ +,"i . � 4 "`.�i•� / / i -i '1 '`, . � , \�� ' � •''. J I � y5 �+ �{ . ('y� \ a � � "., a ...<.i / «.. 'i r,. ! d f ♦` \ ''\♦ ,,\ \,y . \. `a. ♦\, p M1 �\� INN ! / \'`", ,, "i '+'♦�\ •4, '` ��++,, * \ '''`o ''°�\ ..,'••"'.. ',;. °, +,;,, '�Q., •r 4Vb;' b. r"' v„"a `„-. "1•^. _..<.._. fI \ \ 1 000NC 0 E E� PRR©Xllvl TE, w ° \\ \ \ �, , 'ED AREA D NOT S A A :� ! •• 'HATER \ / ! ! ;♦, ,; \♦." ,� \`\ \ . ♦. ,,. ., ° \ a _ \ ! ^,\ P f k \ is LIMITS OF UNSUITABLE SOILS. °\ f ° ! , .'\ ♦ � \ \, �'�. "\. ,, CONTRACTOR SHALL COORDINATE WITH �. '\. / � � '\. `\ \ \, ,\ \�,, \ \. '�, ''\ �, � \, \, \ �'` ``\ '* •, ;. •,'` --- =. , *♦ °*a '\. / / / / / t \,,`` '♦.. \'' ° ti, \ "+*,. ``1�' ♦ \ y S, `w'`bk '`" a ' ° `♦ +,♦ >ti `''S 'e`a,° \, }\,, •, '''. \, "+. •'` *� `1 }\. \°°. — 1 '"'e, a ` W.„ w `^+. ..,. J 1 \ `ry, .F. y \ •:'♦ \, \ e "+. \. ., '\, '\a ''\' �4\`' \ °'k ♦',, \, f_-. \' y\„ 4 •.,'r ___ 'f I j' GEOTECHNICAL ENGINEER ON LIMITS AND �. •, \ k ,\\� �; \� ! , / ,/ / / ,/\\ \\ . �g \5 �1.. �k 1. •,k\\ \ .� \\ `\ ° \ ' k \ \ 1 > \ \> \ \ \ \ \ ♦ \ `S \ \rJl \ a 4 ` \ a \ ^- ��. DEPTH OF REQUIRED UNDERCUT PRIOR TO \, / / � '�,, \, �� \,,♦ \\, \, °\ `� '\`•., \\'' > FILL OPERATION. °\\ ! / / ,� ! ,' ., �\,'\, \`\\5' ,, N\\,\�,, �\,\,;�;\;�,��\\, \. \ I �' \ 'ice' ``` '♦ ,� °\ --- ., ,,,,... - � _ °\N♦ '"x\,1' �\Vie, is ', h♦\ \ �� ,° y\ \ ♦°4 \ 1 ! \ PHASE 1 / /!,/ / /'! / /1♦, a`1°'1" ♦ °'•' ';\'\>\� ! \> I� WAREHOUSE \ C / / '� ♦ \\ �\ , , `\\ _ ' \ _ _— O ( 'i _._ `� EXPANSION \ / ' ! ' ' \ \ xk \� \ \°' \ \ . \ , \ '\. \ ♦ \ `' �` ` LOCATIONr b EXISTING EXIST \ \ NEW WAREHOUSE EXPANSION ' CRUTCHFIELD �\''� N� �\�, : °� � ; � PHASE 1 22,312 SF FFE = 569.89 ♦ � �. ♦ �. � ,\\\ � � � ; ///f ,//!// , ,///3 , ,.y'y♦, ,,�\ `•`,♦°.''\'\.\�\.♦. e,.'` ,tk ;;\ \ `'', r. ( .•�. \ � � _ `wr_tr-st_n•v- t- r-+tr:-,r,•-> t..-1 -r-r.,.r, •.r.`:.,etrr-,.t: .trs.•r_rr,:rrr-:.-r-r..'t-t_ f l WAREHOUSE \ \ \ � � :':.:. r .. - T r,u.r ., t•, r_.xf ,_ _ .r , t-,., -. a F, T ,,,, 1 h72 ' \ i yb ° / !/ ! / ,! ! / ,(,/ \� \°tti ,•`�� \\`\\"\ 4>\k \\ \, %., \ '°b �a° \ ', j r' x,r}r'ri r• .. r r a" w• r,t _ r . '`, °`•, / / / / / \ '; ;, °. \. '•.`\ e \ a ^. •�, r e � ''*,a r `,, (. � .. {_ >• .;.. -r •F..r. r• -iti•.c .' t r c•:, i r - _r -rti, -, x ..: r r•F : r-..t c,. 'r-r.. r s.. t n_t.. - , / , , ! , / , bb . `°. ,,`.y O, \,''. ) \ \ 'a '+\j ... r ' : r r tr - •s.. :t560 c r .:. .-:-.L x '• r - -ns_ r aT r t_.r ; , 0 \ F 'r .:i 7' _ re .t` r' - r' r r +. rt-t s..' _l r .t- t ...f' r• x• ., h.e -r t i, t ' ' .t: t" 3. ',,, f -•• T• .J i• EXISTING CRUTCHFIELD ! , , / , /!, , .," \ ., \',, \`\ 1 ( \ ► '\ ' j l � r Y 7 J`o .(: R �'y -..r •. F 1 i'^F•I.1 E"1 i F,,:.F } F f . / / / / ♦,, ' \'•b, , ' ` `'•a \ ' \• , '', \ ♦ `\ r3 ;.:' .. ;, # .. 1. , t 'r- _ r . +,t. r . r.. e_r y ,. 'r- .t 'rt.: r�`r ! , ! , `\ ,, \ \ \ \ \ ; ♦ HATCHED AREA DENOTES LIMITS OF GEOGRID \ �r !fi. , ' �.__ ._ r555_r WAREHOUSE 4 '� '\ / , , ! , , ' ,{ / . >, ^� �., ,.,,,,, \ °,\;�\, �\ ,, �.,, 1 ;\ 1. ^r. x r•.,,t.✓ r t •rr, . a .z rs r r _ \ STABILIZED SLOPES 2:1 MAX SLOPE k-iA,=;` \ PROPOSED HARDSCAPE KEY: \ , , t F .}mot ,, ; _I551 r : T _ ' , ..F•..4 , \,♦ *,, / f , /! / �, / , � / / r, /'f / / . \\.. ♦ \ '\� ,�\, \ \' a♦ , '\ \ '° ° t } •' \♦ � � � r ,1 r i 1 ? '` � ` ',• k '', .._..__ ^•..ate .,,,w "`-».» ..„,•,,.. • \, / / , / ! \. ,,, ♦ \ , . ,,; \, y � NEW ASPHALT PAVEMENT INN REMOVE AND REPLACE EX. ASPHALT, k ' \. / / / / / / / ! / !`, ! / ,.\ ' \ b t\ .k HATCHED AREA DENOTES \ \ �.;t.•<','.: ,�\\ >° APPROXIMATE LIMITS FOR. / , / ,—MILL AND REPAVE EX ASPHALT � # <' <' , `- CONTRACTOR TO UNDERCUT SOIL, �' \ ! / / f ! i�' ,, , b,` , v�,v,,v `�, ` y,� a ' , f; ` f l'.� �I IRIO BELOW SLAB (SEE DETAIL BELOW) � ' r SEE GRADING INSET (TO LEFT !!I I p S .— ♦ / / ! ! ! �! , / \ �\ .� i' 1\. 1 ) % f sf i 1 1. t { T i k `$ i r I I i ! #J��� DAJI CONCRETE \, r , � 7 , � �\'�'�\"\\�,1,, ,_ / / �';', '!',.��. "�'�,- �♦ \ \ AV TION INFORMATION ,�: , !! , I I !! / 1 /� s z , ' , , �/ , \ \ \; ,> FOR EXC A g / , -41 Lp 40 / / / / / /y \ i \♦ °• \ a , ', ''\ \.,\,♦ `\, \ °''� ( ,\,,\ °,, , `\ '-. t 7 ? :r 1 1 1 F i � ! � � (� 4 � � f t l � ,✓ f ''s 'S \ �'°. `. '• . '+. frl \ ♦'O, r , ,. � ,k -' � l t - f , 1 i '4 � ! � � � ! � / ✓•-_ � \, `\,, •; ,.. ,. '°, a i � ° ti \ '\. ° 'y, "\ ♦\ �. / / %" ! />/ •,/ ! , � >/ , / , 4'\,k s, \\•\e,\,`;°i 7G � 0♦ ♦ q , .. "`•, ,, °•. M, *. \II ,. •uv ", ', \ � •`\ >,. 'bZ +,, 'S, °, ♦., ', °, '>'at v -7 / ,,,t, t 7 ' .i t, ]j f ! � � � i !' / ... .r ...r" 't -."""at _ "'"`e ""`•'•`, 1._ _ °"ah n^, >y i. 'b O, .° d 1 4, 4.. +, y, \''a \ �:_" NOTE: r . \� E \, \ q',`*,� , \ ''`\ ��„ a �\,\, \. ,\ ♦ � '^. ^b �, \ � ` O '^ • k' i \ -1. '.' • J' f J ' `7 j. '�` ' �' •'"",..- {."'1 ,.,...... '4s , 1 'k "b \ �*.. x CONTRACTOR SHALL COORDINATE WITH0 ,., • , �e •, GEOTECHNICAL ENGINEER FOR TEST PITS \ ', k i �i \ \ \ \ \ \ \ `74,.,rC , �\,.�,. \ , \`,,♦ \,+ \, '� °°•,` C" _ \"O \, \ ♦°`'° . °4,� ,,,, ,•.,♦ \, `\ i,\,♦ IN. DURING PHASE 1 CONSTRUCTION. < \ \, \ \ �� �'' \ \ \`, \ \ \ \ ♦ \ \ x F t A. ♦ y "` a ,•,% ' t ``*, \,, ` \ ' ` •\, \. °♦'\ >,, ,\ s° \y i 'a,�'', \•.♦ 'ei ♦ \ w '>. i \•,. Y f , f ; f ,, . x \ y` S1. QD '\•*, ,,.,., .,, `•.,,. fie, 1 � C . -' `+. o a, \ \ � '+,. '"., '`s. a> \. ', ";. \. �`. \ .. \, \ > a. �'`, ♦\ '',. \"° �. 's. '♦. \, \ ''`i, '. \ / / � 7 t 7, ' i e ? f � i a #'•'^•.. - / j, '\ 'a w.,., `4` *• 8 1 l -"` ..w..... u •„r" .`., '', \ ' r• 1 i 9 1 14 ' r, i . r 1' �t ,'.„••..° `„w� .,...,„ w o>A t t ... �� \ l CSC SEE BUILDING STRUCTURAL PLAN FOR ' CONC. WALK GRADING INSET — GEOTECHNICAL SPECIFICATIONS BENEATH, BUILDING FOOTPRINT. \, I \ 3 SCALE 1 = 30 r: ,r� t \�FUF�I,JIV a7$� ".,....,,,.,,. y� ,°♦ w.,:� � 4 ♦ � j� \ \ L r r t ��`} r � 1 •r i r � 1 c �.,.° `' `''� °`*.,1 � >a % ,,� � z 1 °a.•^, `.''\`".�''� .., "`-.. `' "•^•,••.. '` M °''•e °,. -`•i '., ^ " yam`'\ 7 i'<` � f y � ► , F I °•,''`: ,e `"r ti 1 '� \ �f 1 1 �1 `,♦" ♦ '* h "•h NOTE: SEE APPROXIMATE LIMITS OF UNDERCUT SOIL ABOVE. CONTRACTOR SHALL COORDINATE LIMITS OF UNDERCUT WITH GEOTECHNICAL ENGINEER. PHASE 1 BUILDING SLAB ON GRADE SECTION N.T.S. �� �'�-°`'a. �� �`�.. � -..._. � � '"` \a \ � � •, y'y,, A �� `°�, a� "� � �a � f � � � � � � � � /`� �f ' �? ��� -F'41 Irt rt� �r �1 'ttd ,\. � b`' �� 0 3 �� �u AD ENCE � � � �♦ � � II PAD '•, � � � �,' `\ l \ � •\ \ �� \y � � , � t II .!° � II � `� III �` a i r ,' f ` tr rt ' ' rf s, ' �` `` .,,�. ' • � � �; •JL —_ �"''JL l♦` _ �`' t i r r y rt f 'r f � } 7 a \, yyy'' � � �+. t — ='ate- i I ' t r �%+ k, t x �i„� F 7 ! f }z'i � r; `'4aa_ 1 `\ >i � • ; �r >°• j�: � ! �.: ....•,-- "._ •,.,,. � ♦ � u , f j r if 7 , i r r ! � ',-rt :=# "+-rr•..F a F.�. r.s.F., t f'`'`' '-r =.. . 1 ' r r r -t j r P �r�' r� �' rrrr'..11r,'�'rt'f•r, � _ �. r � \, S 1 r r r-,_ F "` .-J_A r-t �r r--t -1'r \\ 6" CONCRETE SLAB WITH #3 — _ f b '° \� \ \_ REINFORCEMENT @ 16" O.C. EW �'� `� # �'r� r,rr $ r zr �!� ,a —sa45 , 17 MPACTED VDOT 21-A AGGREGATE WITH / ! 1 YERS OF TENSAR TRAX TX160 GEOGRID C-n \ � � � � � � � i •• ' � 1. ^,., C, W' �_ aIA I_ t \ gPROX. LIMITS OF DISTURBANCE (TYP) V k/i Y11 r-\I—I L-L-/ IjULiBASE 1 � \ 30°24'11" W 329.41' 00 � � `�-� S� 31'38'17"� 372.56�—� �, � � 1��j j �.• ',,�••. '�.�,°' s s REPLACE RIP RAP PHASE 1: BIOFILTER # 1 - 2,640 SF LEVEL 2 PHASE 1: EXPANDED EXTENDED DETENTION BASIN - LEVEL 1 30\ 0 30 60 90 APPROX. LIMITS OF DISTURBANCE (TYP) (SEE SHEET C6.0 FOR DETAILS)] HATCHED AREA DENOTES LIMITS OF NEW BASIN I% (SEE SHEET C6.0 FOR DETAILS) Gale: 1" = 30' WOOLLY ENGINFE,RING 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 99911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z O � Q ry (D 0 w 0Lij U a) � W Q w LL o Q) I � z o � U � U GRADING PLAN PHASE 7 Job Number: 20040 OP �'l ERIC 7. iI00//�LLEY LIC. NO. 3708 8-24-2022 �SSIo L A NA Date: August 9, 2021 Revision: December 2, 2021 January 24, 2022 August 24, 2022 Scale: 1"=30' Sheet No.: C4,0 6of22 copyright @ 2021 by Woolley Engineering L0 Ln to LO I 3Q, O/H ELEC./ a$LE./TV 00it O/H ELEC.Z TELE./Tv 1F�_- �5 58& U --SETBACK--- — --------- •- ----- VC PHASE 3: BIOFILTER #2B - 695 SF LEVEL 2 -0-UILUNU PHASE 3: BIOFILTER #2A - 728 SF LEVEL 2 77 [SEE SHEET C6.0 FOR DETAILS) =02 ___ - —i I A M_ M PAVEk6r- S 30*24'11 " W 200.77' 30 0 30 60 90 Scale: 1 = 30' EXISTING IISTRATIVE ADDIT VE EXISTING BLD MC. WM 2 ro EXISTING CRUTCHFIELD WAREHOUSE S 3924'11 " W 329.41 APPROX. LIMITS OF DISTURBANCE (TYP) I "I\ \ "I" V / NEW WAREHOUSE EXPANSION x (PHASE 1) 22,312 SF FFE = 569.89 PROPOSED HARDSCAPE KEY: Or NN k/ 0 (R� RAX Xdd C� 2, 7 < DUMPSTM p II�ENCE Vti N AII - 77- V Z' ro J Ln CE (T 2� 0 *' " APPROX. LIMITS OF DISTURBANCE 6\ S 31*3838' 7372.56 PHASE 1: BIOFILTER #1 2,640 SF LEVEL 2 PHASE 1: EXPANDED EXTENDED DETENTION BASIN LEVEL I JAPPROX. LIMITS OF DISTURBANCE (TYP) E SHEET C6.0 FOR DETAILS) HATCHED AREA DENOTES LIMITS OF NEW BASIN (SE I (SEE SHEET C6.0 FOR DETAILS) = NEW ASPHALT PAVEMENT = REMOVE AND REPLACE EX. ASPHALT = MILL AND REPAVE EX ASPHALT = CONCRETE IN\ n 565 NN'T IN NN, A APPROXIMATE LOCATION OF FOUNDATION C_ 10 DRAIN TO BE INSTALLED DURING PHASE 2. LO -0 (SEE ARCHITECTURAL PLANS FOR DETAILS) >1 V/ A 0 �_ 77- % ­551 546 �Wlvl BASF CD 10 LO Lr) L.C) LO LO L0 L WooLuy ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville - Virginia 99902 (434)973-0045 www.Woolley-Eng.com Owner: Crutchfield Corp. I Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT O � Q z > Uj O < Q) Lij Q � � < jQ U_ 0 Q) z o U GRADING PLAN PHASE Job Number: 20040 OP ERIC W. WOOLLEk MC. NO. 3708$�, 'S�?"ONAL Date: August 9, 2021 Revision: December 2, 2021 January 24, 2022 August 24, 2022 Scale: I" = 30- Sheet No.: C402 7 of 22 copyright @ 2021 by Woolley Engineering ' KEY OSanitary Sewer Structure OStorm Structure co3/c3 New Light Fixtures Boundary Easements ----------------- Electric ------- E- Fiber Optic - --F.O.-------- Gas G Telephone -T Waterline -W --W BP = Break Point CO = Storm Pipe Cleanout 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 1-ELEC. �Oq� C7 rn r�, cn a . r $Y/FPaSy7 S 30' 24' 11 " W 200.77' 30 0 30 60 90 Scale: 1 " = 30' EXISTING IISTRATIVE ADDITI�QI VE EXISTING BLDG)- COW. WALK EX STORM MH 12 EX STORM MH DI-7 11 DI-7 (TOP TO BE ADJUSTED) (TOP TO BE ADJUSTED) TOP=576.19' TOP = 579.00 VDOT T-DI-1 LID ROUND IN=565.9' 24" HPDE (ROUND) OUT=565.8' 24" HDPE INV OUT = 566.5 24" HDPE TOP = 576.50 INV IN = 568.0 24" HDPE INV OUT = 565.8 24" HDPE _ .9_2-4."kiDP-� 0/H ELEC. TELE./TV 0 B ILDING SETBACK PROPOSED 20' WIDTH PUBLIC WATER EASEMENT NOTE: THE 3" 0 WEEP HOLES IN STRUCTURES 5, 9, AND 11 SHALL HAVE A 12" X 12" PLASTIC HARDWARE CLOTH, 1 /4" MESH, OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER 0.03", NUMBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OUTSIDE OF STRUCTURE. EXISTING CRUTCHFIELD BUILDING CONC. ANALK V S 30'24' 11 " W 329.41' PROPOSED NEW (PUBLIC) FIRE HYDRANT WITH 20' WIDTH PUBLIC EASEMENT TO BE BUILT WITH PHASE 1 IMPROVEMENTS NOTE: ALL ROOF DRAIN LEADERS SHALL BE 8" PVC. EACH ROOF RAIN SHALL HAVE A CLEANOUT INSTALLED. (SEE PLAN) O/H ELEC./ TELE. SSMH RIM=584.5' IN=579.9' �6" PVC) OUT=579.7 (8 PVC) FOAR320 111010 LN � M I � i A I&ON PVC SSMH RIM=562.4' IN=553.9" 1(8" PVC) OUT=553.7 (8 PVC) LO' CO SSMH 1' RIM=555.4' ` ti IN=551 5' (6" PV) e �/ O / OUT=551.6 PVC.(PHASE 1) 22,312 SF FFE = 569.89 / s OUT=551.4' �8,:8PVC NOTES:G / b / . SEE SHEET C5.1 FOR STORM DRAINAGE PROFILES / / Outfall 1 SEE SHEET C5.2 FOR SANITARY SEWER PLAN AND PROFILE `'a, T'E D / / Rim = 550.00 D PROFILE 'S `' T 0 F. 14 CO INV OUT = 547.00 13. SEE SHEET C5.3 FOR WATERLINE PLAN AN � �.�� �� 19 ,' , j NOTE: /` FINAL BUILDING FIXTURE COUNTS WILL NEED TO BE +., �, �TpR 0 E�rTla 00 ' ( _�---�_�•�_�--_._, ,�-� � �_ `, OORDINATED WITH THE ALBEMARLE COUNTY SERVICE (AUTHORITY, ARCHITECT, AND ENGINEER TO ENSURE THAT .A i / CO TQ I� 0 E TO _Z:z THE PROPOSED WATER METER SIZE IS ADEQUATE PRIOR TO� -� - NSTALLATION. �. ===1 PROPOSED NEW FDC TO BE BUILT WITH PHASE 1 IMPROVEMENTS klOTE: LXPANSION JOINTS SHALL BE INSTALLED AROUND ALL ,�TR U CTU,R E .,LI D�S LOCATED \)� I�H I IMP O-PO,SEQ C.,O N,C RETE .,* ., -� �,� � �� _ 6"'0-___-•�;��� � �--�.=� D, a�`'M. y'.,"e �� i-"' ryM'",��?. ;� "-3 �"'' �'�'s. �• �. �". � e^� q � +, .. '�4 y.,�A° �1:3 , � 0`.. S� J � %-7 i" �! / �'`"� ' ���_..'`''�`..,�\� \_." 16 FDC SIGN PROPOSED NEW (PUBLIC) FIRE HYDRANT 78, WITH 20' WIDTH PUBLIC EASEMENT TO BE pP BUILT WITH PHASE 1 IMPROVEMENTS 8V LFAo -FENCE PIV ' INV:=582.0 f / 3 i TOP=5_+} _ L------------------�------- _- N=58.S.3 18 HPDE - $UT=583.2' ' HPK- - - i ----� W -�.., PROPOSED NEW 10'WIDTHI PROPOSED NEW STORMWATER S 31 °38' 17" W 372.56' STORMWATER ACCESS EASEMENT MANAGEMENT EASEMENT PROPOSED NEW STORMWATER ROOF DRAIN LEADER (SEE MANAGEMENT EASEMENT ARCHITECTURAL PLANS FOR LOCATION) Cl 1 RIPRAP 9' WIDTH AT 547' ELEV 11' WIDTH AT 540' ELEV EX STRUCTURE (TO REMAIN SWM RISER (4' DIA. CONC. _ 'FOP=546.07' WEIR=545.54' (4-2'x0.5') IN= 540.0' 8� PVC FROM POND OUT= 539.9 18" HPDE CI 1 RIPRAP 3' WIDTH AT 547' ELEV 6' WIDTH AT 540' ELEV Outfall 14 Rim = 548.00 INV OUT = 547.00 SEGMENTAL BLOCK RETAINING WALL TOW = 550.50 BOW = 547.00 Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z O � Q 0 �w O �Q U a w � J W � H 0 U o � U U UTILITIES PLAN Job Number: 20040 `OP y� 1 -44 Eif-1r00LLEY LIC. NO. 3708 8-24-2022 �WW Date: August 9, 2021 Revision: December 2, 2021 January 24, 2022 August 24, 2022 Scale: 1"=30' Sheet No.: C590 8 of 22 copyright © 2021 by Woolley Engineering copyright © 2021 by Woolley Engineering 1 t NOUVd Iodd00 ©ulJH01M0 WooLLEY ENGINEERING 06-H dWl Consulting Civil Engineers t c / / m Note: This sheet is for the sanitary 210 5th Street NE sewer relocation only. See sheet Charlottesville Virginia 22902 fly / 30V3 Minns C5.0 for all other utilities. www.Wootte 973 . Ens com Y- g { ..„-ris S ISIHI 9N01V SNOW Wri ON r ` Ad „8 v 1, ss=ino \� 0 9'199=ino New Sanitary Sewer lateral Owner: Ad , ,9199=NI ry 0 + ,�i'ys9=Wld I Invert: 563.36 at building„ SCALES: , 1 = 30 HORCorp. Crutchfield e I HWSS \ \ Existing (Private) Sanitary Sewer to ., , , ANn 3odnos) 1" = 5' VER I Crutchfield Park Charlottesville, Virginia 22901 (' be removed upon completion of /'- mad „z 1 ,6`�ss nNl Z(-An 3odnos) daH 1 'nNI P: 434 817•-1000 { ) E Q / ldld 099-9U l 8a -' relocation L „Z ,0'999 I — -- -- _ I I 73NW � — MAJOR NOIlddNddl OdSJ0 1N3W1dddIa dINIOdIA J0 1-111V3MNOWW00 d/N 861-Z2 dW1 SITE PLAN IWHdSV d01 d3 �—_ ildHdSf v Existing Storm Drainage to be \ N 313dONoo `I 313UN00 x AMENDMENT f removed upon completion of \ 1lYEld c � Fes' 0 0) " g a 'vim relocation \ `��� \ 6 (0 9) 6', 9s=1no fg U) - ,z L s- o Ad„9 ,I '999=N1 O � c5 o 9't�L5=ln0� ac'i s s- W SSA gb.8 Doty \ `� dOM nd„9 ,� :99 =N1 ndu9 ,. 895-NI +i BLS'VL�WI� H'�5 p Zo✓ I £✓S \ o gc9p ` ..,, - Storm Drainage Easement %✓�S 01 / -- PER fN -� ,0 LS-Wld era HMS dodo o s s s s OI\d �s9 s s s •a 00 i I (typ) `` 08 Si ° URgl ALl \ dOH 1lVHdSV c Vicl, z � (ond \ c �' I ,9'o95=N! �. ., Rim 565.70 , _ U (a3n038 38 Ol) HYl�" j Station = 15+94.79 n I Lateral (4') Inv In = 561.20 17/ Inv In=561.15 W ,N Inv Out = 561.05 \ \ J M H 2{- / Rim = 558.85 ,,, i Station = 12+09.58 I I MH 3 Rim = 564.00 MH 4 Rim = 568.80 Station = 12+57.63 o / od llX { �` # '�-� '- , -�_ 3 r Inv In = 553.20 I 1 Station = 14+86.16 / - z -1` W W Inv Out = 552.70 - _ Inv In = 557.70 Inv In = 560.00 t-- �v( M -� . -, 3 LI)Inv 00 ( Out = 557.50 �— Inv Out = 559.90 � (ond „g) Lass=lno (Ond„8j,6799=NI ,6'8ss=W18 ° 44'of�'Pvc ..—.—.—.—.—.—.—.—.—.— — — — — —.— —.� - - / I,S \ t ;, • —. _ - `" \ � Q (''--� LL / •YHWSS / 3 225' of 6" PVC / / 4 \ = z 5 I_ . — . — . — . — . — . — . - / 41 __ . — . — . — . — . -- . — . — . _— . _ . — . — . — . — . — . _ . __ . — . — . — . — . _- . — . — . _ . — . — . — . — . — . — . — . — . — 0 U 580 580 r — � � 575 575 SANITARY Co 0 `.I + PLAN & 570 s WCD C�, o 570 PROFILE Job Number: a E 565 / '---'�-- `� 565 20040 o co ,° LO 0 "' � o II Lq °O o i' (Private) fisting 6 PAC ,,��, �� (ll 560 o N +0 "' o N N > � II "' (Private) (Private) 104 ' of 6" PVC 1.00% F LO LO -- 0 560 10 1— -0 I� (Y w N / 25' of 3`rPV ��B� O 0 �G`' ERIC W. WOOLLEY w c u� � // o`o a, o ��� I Ii II MC. N0. 3708 b 0 I' io Q 8-24-2022 1 W 0W 555 .�- e LOLO a) 0 �- �_ 0 0 555 sr0NAL E �e, 0-0- `--' (Public) I �� _ m r._ (ublic) .� . _ _ o Ecisti g 8' PVC �__ a� a� Date: Existing8"PVC " �. _.. .... _., ,..o._�..a.�__ � � August 9, 2021 550 LOLO� Revision: IINXo L-0 `0° N`' ° December 2,2021 U QQ> o U August 24, 2022 �a 0 U 545 545 a X Q� U 0 540 o z 540 Scale: 1"=30' ^' + L V) 0 N Sheet No.: it N � a� � Q 0� -•0 CO t� a� 01.E L? qq� 't �t �� c� �o It — O Co O Oa u? coo — r- O CD O CD �� Q o� N 0 - LO0 10 CO 0 0 535 U) LOO °0 °U 100 .:� 610 co co10 , 0 o�� �� L00 535 U)U) L0V) LO� LOLO DLO DLO DD LOD UD DD Niz06 8+00 9+00 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+0005,92 10of22 copyright © 2021-22 by Woolley Engineering 9 da' lO OAZI �0 7>9 r W E T Ex. 8" water main (Contractor shall field -verify locatic 8" x 6" tapping te( Sta = 20+40.00 6" tapping valve Sta = 20+42.00 300 bend 20+53.68 W W - 118.84 F Quiet Acres Lane DE 32cA42ry�t 0'' ---_.\ 7 20' A.C.S.A. WATERLINE EASEMENT DB 2749-652 ' r T 45' bend Sta = 21 +72.51 E- 45° bend Sta = 23+01.02 FDC SIGN \ �EERATOR a COP�C. t4 � s pvc ASPHALT Y Proposed 20' width waterline easement ASPHALT 6" PVC CONCRETE N 27°40'39" E 875.40' �ry 451 bend with thrust block Sta = 27+43.08 See architectural plans for continuation and connection to building ASPHALT 24' RCA CONCRETE 451 bend Sta = 26+53.91 ­ 1­'•4­nt assembly 6" hydrant assembly valve 6" tee to FHA Sta. = 26+87.10 6" gate valve Sta = 26+93.73 6" x 4" reducer Sta = 26+96.39 S S Legend: ACSA = Albemarle County Service Authority Cl = Class Conc. = Concrete DIP = Ductile Iron Pipe 8" PVC Ex = Existing FDC = Fire Department Connection FFE = Finished Floor Elevation FHA = Fire Hydrant Assembly FT = Feet HDPE = High -Density Polyethylene Min = Minimum PVC = Polyvinyl Chloride RCP = Reinforced Concrete Pipe SS = Sanitary Sewer Sta = Station Typ = Typical WL = Waterline = FDC = FHA • = Gate Valve S = SS Line S = Storm Drain V = Thrust Block w = Waterline Proposed Warehouse Expansion (Phase 2) Notes: Existing subsurface grades shown are approximate and must be field verified by the General Contractor. Contractor shall ensure a minimum of 3.5of cover over the waterline. Contractor shall ensure a minimum of ]'of vertical separation between any proposed storm sewer piping and the existing waterline. Where appropriate and possible, the Contractor shall to use deflection in the field to minimize bend fittings. Deflections shall be reviewed and approved with the ACSA field inspector prior to completion of work. SCALES: 1" = 30' HOR 1 " = 5' VER Assumed exis ing depth shown is approximate. Contractor sh II field -verify depth and report any descrep ncies to Engineer 595.00 595.00 Minimum 12" Separation 5- 90.00 590.00 Ex. Surface Grade (Typ.) 585.00 `® 585.00 II 1 ''� 3.5' Cover (Typical) 580. o0 580.00 575.00. 575.00 -� 3.5' Cover .� (Typical) 5 7 0.0 0 570.00 � i\. - - - Proposed B ilding FFE = 569.89 .L W 565.00 _ 4" Cl.52 DIP WL 565.00 Or o Proposed Grade (Typ.) U O 560.00 U V) a to o � 560.00 r o ) 0 See architectural drawings for U 0 0 0 0 continuation an connection 555.00 0° o°' �� W �w 00 00 0. 0 LO to proposed building 555.00 O Np "t S I > O o N + + N � + N n= Q + wN N 0. C7N10 o, > 01 N c7 CO + a + N0� + 0 N N NU + N u O 0N -0 Staion:27+60.27+ a o o a) o 0 o o o 0 0 0 36" Proposed RCP o- oQo o� oc oC 00 0C oCO a o 0 0 0 0 a 0 Sto m Drain Crossing 550.00 550.00 �,� �,.� � V)� V)I � �� a V)w .X V. �, v"' v) �o i U '0 i -0 i v v) 20+00 21 +00 22+00 23+00 24+00 25+00 26+00 27+00 28+00 29+00 WOOLLEY ENGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville o Virginia 22902 (434) 973 0 0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22901 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z O � Q 0 ry 'O Q U a w Q � m � W � LL 0 _ Q) 2 � z o � U � U WATERLINE PLAN & PROFILE Job Number: 20040 'T" OP rE�RJICC. WOOLLEY LIC. NO. 3708 �0 1-24-2022 1 Date: August 9, 2021 Revision: December 2, 2021 January 24, 2022 Scale: 1"=30' Sheet No.: C5,03 copyright © 2021 by Woolley Engineering 1 1 of 22 I" COMPRESSION is 3%4< MALE PIPE OR APPROVED EQUAL 2016 ROAD BRIDGE STANDARDS GALL-1 113 BARS a NI" G-C TYP. MS BARS a a" C-C TYP. A A a '� � � B T T TT ►f :.e TT 4t+. PLAN STRUCTURE THICCKIESS VVAAWS PLAN \-M&SS &3 CO"CREn CLASS 03 CONCRETE ., SECTION A -A NOTES, SECTION B-B 1. THE STANDARD SAFETY SLAB (SL-1) IS TO BE USED ONLY WHEN SPECIFIED INTIRE PLANS ON THE DRAINAGE SUMMARY SHEET ANC/OR THE DRM04E DESCRIPTION. FOR MANHOLES JUNCTION BOXES AHD DROP IN.ET8 WITH HE%*fIS GREATER THAN 12 FEET THE SPZ& OF ADJACENT SAL' W SLABS SHAD. BE !I' TO I2' WITH. NO. SAFETY . SLA8 LOCNITED WITHIN G FEET OF THE TOP OR BOTTOM OF THE STRUCTURE. SAFETY SLA35 SHALL NOT BE LOCATED BELOW MY INLET PIE OF 30" DIAIi,ETER OR GREATER. 2. THE COST OF THE SL-1 is INCLUDED N THE COST CF THE STRUCTURE. SEE CAST N PLACE DRAWINGS 3, ACCESS OPENINGS ARE TO BE STADCERED FROM ONE: SIX OF STRUCTURE TO THE FOR FURTHER DETNLS OTHER WHERE APPLICABLE, -STEPS ARE TO BE STAGGE 5 BARS 0 8" C-C TYR. 4. SAFETY SLAB MAY BE CAST -"LACE OR. PRECAST. CAST -IN -PLACE CONCRETE TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE 15 TO K A4 54000 PS }... REINFORCING • •.' <. . •.'• a •a.', STEEL TO BE IN ACCORDANCE WITH AASHTO M31. T:'6'i•" •�.�:i"Y 5. ACCESS OFENM MAY BE 30" OV"TER OR 3D" SQUARE. WHEN[ STRI.ICTUII�E :WIDTH IS LESS LVINGN N" TIE AM$$ OPENW SHALL BE RECTAN�1t.AR IISTRXIMt E WIDTH 9Y TYPICAL PRECAST UNIT Zvaor TYPICAL CONCRETE SAFETY SLAB FOR DROP INLETS, ROAN? AHDPoD Bm STANDARDS SHEET i OF 1 REVISION DATE MANHOLES AND JUNCTION BOXES yam'`4 V'W40MA..DEPARTAENT OF TRANSPORTATION 302: NV• 0 ROAD & BRIDGE..STANDARDS 2 't 6 R NDARDS A ` . • i � 30« DIAAIE'iER � :i • I q 14" n S r N Vs° R TYPICAL SECTION tDI4AU40ONS MAY VARY WITH MA NiFACTUIRER`S DESIGN 2016 ROAD & BRIDGE STANDARDS GALVANIZED STEEL STEP ST-I 94 GRADE BO REORCNINO ROO ENCASED A Wi ffS IANF RESISTANT RU@aER C+R OTHER WATERIAL APPROVED BY THE ENGINEER, (NONSM HAY VARY WITH II NffAAURE TR`S DESIONRESISTANT MATERIAL - I4 REIIHFORCM ROD CAI, SECTION. Y ALL STRUCTURES WITH A DEPTH OF OTHERWISE NOTED ON THE. PLAN& E ,41ha FROM INSDE FACE OF BE 16" C-C. MIN)" FORCE OF 300 POIIAM WHEN FACE OF THE SUPPORT. a, , , !„! .....,....,..,. UY AIJGtED AND UIFORid1L.Y SPACED F(�I TN6 ENTIRE DEPTEI of MY STRUCTURE: IN PRECAST HATS STEPS MAY BE CAST N PLACE MORTARED INTO HOLES BY THE F TO PROYwQEO ANTRIOA R! OR DMYEN, MINIM OF 31' EMBEDMENT STEPS DIFFERIX3 N DIAENSAN! COlFK2URA77{�Q�,,. � MATERIALS FROM THOSE SHOWN MAY ALSO. BE.:ISED PPRtOtfriED THEY MEET THE NO MINI" ITSHOWN ���ENtiITIE CONTRACTOR FCIR HS WITH DIETALSANDi*T5 Of RIEA TIEPR9YAL OF SUCH STEPS.. ALL STEPS INSTALLED SMALL 13E PROVIDED WITH SLIP -RESISTANT SURFACES SUCH AS BUT NOT LIMITED TO.,CORRUCATED KNU+R M, OR �f'LED,SURFACES &UMI NIN STEPS SHALL BE FABRICATED IN AL`CORDANC€ WITH ASTM 8221 ALLOY 5000-T5. THAT AM ICON of THE STEP ENCASED N IAASomy SHALL BE • , _ Nliw" UNFO %L COATED WITH A "COA+wAOU3 SQ0 TYPE ASBESTOS FILLED IiLUkIINtAIE .P1GIdEH'F£D CUATINO 4;0NFOR»'14 �ED£RAi • SPECIFICATION TC-C-00498A TO ALUMINUM STEP REFERENCE �+ X�T _ STANDARD STEP ROAD .AND BPBOM STANDARDS VIRGH I OEPARTMEI R OF TRANSPORTATION REYISKIN OATS 1 9F 1 106,04 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 DI-t YA SECTI M CAST riC41- * - i/n SECTION STEM NOTES 2!-7, _ - LWS TO l9E y V. p. L 21/a0' x 2412" x ►Ai*" I 10`-411 LONG L DEPTH OF MET (H) TO BE SHOWN ON 10' USE PLANS FOR DEPTH GREATER THAN %} USE - STANDARD DI-1A A _ A 2. THE "H" DIIIENSIDNN SHOWN ON THE STANDARDS AND SPECIFED ON THE PLAN I WILL: BE NEASLIRED FROM THE INVERT OF CAST CALV. OtlE WEL THE OUTFALL PIPE -TO THE TOP OF THE t {y n ► IRON STEEL JOINT I EDED STRUCTURE. PLAN 'W. OS 11.SKM : ARE ' APPROXIMATE ONLY FOR TMATNG PURPOSES THE AOT� DIIEN$M OPTBRACHIAL BRACE RIBS 66 ± [� WELD ALL 143,11 LBS; CONNECTORS CAND� 9Y TT}}�� - - 3 LBS To OO GOiTIRA�T 4N FROMFELD C�AITK)NS. • ' MICLUDNG IF41 uUGDSNG ICtSNECT 3. WHEN SPECIFIED ON.'THE PLANS THE INVERT 13 TO BE SHAPED IN ACCOROANCE , WITH STANDA4RO IS -•"I Of 0 " 1 2!.7" I1' " NID PLN1 NATERIN S INCIDENTAL TO THE SHA+P14 IS TO .BE INCLUDED N THE SIO PRICE FOR THE. .. I -r r� ye X fr_„ x 47 /III '. I "yx- 31 4" STRUCTURE, PLAN (GRATE REI�%VEDO LUQS 6 •`" •T• =%�=1' C ORBS 4' QNIlTTHE; EVENT Fk LHE�I}NYERRT7TI�O,�F T E OF - SH<E DETAIL. A .... _. SECTION 8-8 BOTT411 THE SH UCTURE TFE AVERT O E THE WITH STRUCTURE MWTAR 0 PREVENT WATER N THE THE "°COSST OF FURNINISHINO, COLLAR DETAILI ^ A1C1 PLacaNNG ANL MATETt1AL3 INCIDENTAL TO INLET SHAPNO fS TO B£ INCLlAEO n IN BD PIOCE FOR THE STRUCTURE. DIII NHS FOR OtAdP NO WASTE ORAHNN5 TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS FOR DETAILS SEE CAST IRON O4HLY &TA0'1�A�RDGSTJ►LTER, DETAIL B a. THISATEM MAY BE PRECAST OR CAST - DETAIL Nti4 -PLACE. 4'-?" HAR(YAU11;F CLOTH. aCAST- 2' G " Y"3" �' 7. #4 % N3 SiH00TH DOWELS AT Ai�PE30X11AATEI.Y t8" C-C TO BE �•' �r-•h" �'T1'I +��. OR FLA=I TO:AW N G. ETOPADJACENT TO . A@UT7N4 . COt�TE TO PREVENT LEU OF a '� / 088,f7, Ia x a" �jIOT1f III II Ij SETTLEMENT. IN DOWELS PRR A 2"%4" NOTCHCLAW ., • ^;, [) (J �J u j f (� -01 4 BEE STAJ81AiiD T-DI-3� 4 FOR �' COLS ^ WEEP SEE NOTE 9 � HHE � � � � � � � � ALTERNATE DESK yy�T� �PtAtST1Oa���� OLE 3" . y MESH OR GALVANIZED STEEL i2"-1a^=18" OR " E � O D HARDWARE CLOTH FIR &YSN N i7 �•• � TO THE OU ME OF THE STRUCTURE. • '� a• � a Q' 9. CAST" N PLACE CONCRETE LS TO BE CLASS A3 13000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI, SECTION l61-1�! ^ 10, MY ALTERNATE METHODS OF ANCHORAGE MEETING THE �IPPROVAL OF THE ENONEER SEE OETAHL B CONCRETE QUANTITIES FOR MIN. DEPTH 11 : MAY >�E SIATSTITLiTEO FOR THE CAST IRON LUGS AS SHOWN HEREONL t" CONCRETE PIPE - 1,440 CU,:YD:G E ' TE:.;R � YO; APFRO%NdATI WEIGHT Y-"1 �.. GRATE 330JCAST I LOS. 1i. R�ING�IS RE DRAWON ALL WATERWAY -1° CCU. z4^ GQF(c tETE WE - I,617 CU, Y0, G'W ''�1 ..� SECTION C-C SECTION D-(j GRATES. LOCATION OF LETTERM MAY VARY BY MANUFACTURER. PER FOOT OF GRATE DETAIL STANDARD DROP INLET REFERENCE ROAD STANDARDS 12" _ ,24" PIPE; MAXIMUM DEPTH (H) - 10' VONN IA DEPARTMENT OF TRANSPORTATION 233 3O2 SHEET I OF: 1 REVISION DATE 104.01 DI-3A, 38, 3C 2016 ROAD & BRIDGE STANDARDS 2016 ROAD &BRIDGE STANDARDS EXPANSION KFYFn 1 I 03" DI HOLE L, , «, BARS E BARS B I FRONT ELEVATION BARS L - - - (GUTTER REMOVED) 3'-0 �-- 5X"/.' BENr PLATE SECTION B-B $" � !•.; 'jam- `.e..f-•. ti R N -. 9 'ti X TYPE A N DETAIL HA WITH 2 X OSE.DE _L SHALL BE USED I CG 3 .� CO-7 STANDARDS. v '.� - L2//Z / /a OI,LYt+taIT�U TYPE B NOSE DETAIL SHALL BE USED WITH CO-2 & CC-6 STANDAMAOS. TYPE A TYPE B X 4" STUD SHEAR CONrIECTCR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68'30' TO. ANGLE IRON AT 2-C-C. CONNECTOR$ AND IS TO BE. ANCHORED WITH i/i' X 4" STUD SHEAR NOSE DETAILS WELDED TO BENT PLATE AT 2'C G. 2" APPR:.PAVEMENT 0I-3A LL DI-3B L 0I-3C L `V7 '., WARPED PAVEMENT r - - - -I. = _ IF I I I FLOWFLAW I F,oW p p. 1 1 J DETAIL '>!11HEN USED _ FOR USE ON GRADES ADJACENT TO CURB FOR USE IN SACS WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \VDCUT SPECIFICATION STANDARD CURB DROP INLET REFERENCE ROAD AND BRIDGE STANDARDS SHEET I OF 2 REVISION DATE 12" - 30" PIPE> MAXIMUM DEPTH (H) - 8' 233 144A9 08lt0 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS rl < SHAPE TO ELEVATION t LARGESTPOPIPE. OM I I of pile ` f l I I .` ORAN TO NNERT c» OUTL P ° L SECTION A A TRANSITION BETWEEN PIPE WHEN DIFFEW OF METHOD OF TREATMENT' IN DROP INLETS PIPES ARE ENCMINTER£D, C , ` NOTES, SHAPING OF MANHOLE AND INLET INVERTS N ACCORDANCE WITH TIlS OFHAW 00 ig Top APPLY Tpp TkIOSE. STRUCTURES .SPECIFIED WAINVERT OF PIPE 1S ABOVE NYERT t � 4 ! SLOPE To DRAIN EOF TOOI � STRWTUM.OF �� TR EPIPE OR DROP ,�-� I5 TO F AHD NS MOEM04ACE Y[iTM A�L�AHLE STANO� OR 114W S ; THE INERT SHAPING AS DETAILED : HEREON . IS ' TO CONSIST - OF A % �n V , PORTLAHD CEMENT CONCRETE MIX CONFOFNNG TO CLASS A3 OR CLASS C1H EXCEPT THAT ZSX QF."COANiSiE AGGREGATE MAY. 8E UP TO 4 N DWNETER AD CONSIST, OF STONE BROKEN BRICK ORMN CONCRETE OR BROKEN CONCRETE + »•`: ; r , " BLOCK THE SURFACE SHALL BE LEFT SI, OM BY . W-Mis OF HARD TROWELLING NOW OF THE, COARSE AGGREGATE SHALL REWAIN EXPOSED, DETAILS OF AVER T SEHAPIHG AS SHOWN HEREON ARE FOR !D(AMPL€ 4 , + PURPOSES ORLY. ElVC11 AHAIHdI E OR DROP INLET .15 TO BE SHAPED INAWWAJ.Y TO BEST M THE PARTICULAR INLET AMMO OUTLET CONFIGURATION ANC FLOW LME9 ; SECTION B-B PLAN METHOD OF TREATMENT IN MANHOLES XVCK3T STANDARD OF SHAPING sPEc>F1cATlow REFERENCE ROAD AND STANDARDS 1.METHOD MANHOLE & INLET' INVERTS CSATE SHEET 1 of 1ZEYtSiOPH DATE 302 1(itl.Qa VIRGNA DEPARTMENT' OF TRANSPORTATION 2016 ROAD & BRIDGE STANDARDS 2.500 P.S.I. CONCRETE THRUST BLOCK PLACE 5' GALVA CAPPED ENDS.P AS DIRGTED`: ATO HIGHWAY' DEF POST WITH REMOTE AREAS MAY BE SUBJECT )VAL. — ADJUSTABLE TRAFFIC RATED VALVE' $IaX W/ LTC) M.J. ;GATE VALVE 2'x 2' BEARING AREA. NOTE IN REMOTE AREAS, VALVE BOXES SHALL EXTEND SIX (6} INCHES ABOVE GRADE. TYPICAL GATE VALVE NTS FIG. W--5 NOTE', HYDRANT MUST' BE EQUIPPED WITH CHARLOTTES VILLE THREADS WHICH IS THE LOCAL STANDARD. 1 LENGTH OF BRANCH VARW$ 6' MIN 2' TO 10, (27O') 18" 7 .CU. FTI, VALVE BOX 68 STONE I 42"MIN �'► • , 6" GATE "' n VALVE ,: n $ X 6 TEE P °. .2500 P.S.I. CONCRETE •. �. '4 ' a' '''` f .. P j •'cp . l N,� • p.ld q a. BASE •AND THRUST BLOCK AGAINST UNDISTURBED STABLE SOIL. STEEL PILE'. RESTRAINED JOINT FITTINGS WHEN THE SOIL I$ DISTURBED OR WHEN A HYDRANT IS LOCATED IN A FILL, IN ADDITION TO POURING CONCRETE, A STEEL. PILE SHALL, BE USED AS ADDITIONAL. SUPPORT., NOTE ;. 1.. SURROUND WEEP HALES WITH GRAVEL AND KEEP FREE OF CONCRETE. 2 MAINTAIN A 3 1/2' MIN. COVER FROM THE MAIN TO THE FIRE HYDRANT ( INCLUDING DITCH -ES,)' .3. FINISHED GRADE SHALL SLOPE AWAY FROM THE FIRE HYDRANT AND VALVE BOX: 4.. THE' GATE VALVE IS ALLOWED IN 'SHOULDER OR BEHIND THE DITCH. IT IS NOT ALLOWED IN THE DITCH. 5. FIRE HYDRANTS SHALL BE INSTALLED AT LOCATIONS WHERE, WEEP HOLES ARE ABOVE; THE PREVAILING GROUNDWATER ELEVATION. IF REQUIRED TO BE IN VItE7 AREAS; THE WEEP HOLES SHALL BE PLUGGED AND THE HYDRANT SHALL BE PUMPED DRY. TYPICAL FIRE HYDRANT ASSEMBLY DETAIL N.T.& FIG. W-4 IRON THREADED PLUG CLEANOUT ADAPTOR FINISHED GROUND (3" CONC. RING) 4" ADJUSTABLE VALVE BOX VDOT NO. 21A STONE 6" 1'-0" CLEANOUT SECTION O PLAN CLEAN OUT 1 1 � Ol Q IO14 FOR USE ON ATTACHED SINGLE FAMILY RESIDENTIAL; SERVICES OR DUAL RESIDENTIAL AND IRRIGATION SERVICES: "X1%1" TEE O ❑ NOTE; NO SWEATED FITTINGS 2' DUAL SERVICE R 1' COMPRESSION X 3/4'' MALE: PIPE COUPLING OR: APPROVED EQUAL 1' TYPE "K SOFT COPPER, ❑ O' SINGLE SERVICE NOTE: 1) SADDLES SHALL BE USED ON PVC PIPE: 1/8 BEND COUPLING LOCKWING BALL VALVE {INLET OUTLET); 36" MIN._ '7 FOR USE ON ,DETACHED SINGLE FAMILY RESIDENTIAL -SERVICE WHERE AN IRRIGATION METER IS NOT PROVIDED, CAST IRON LID FINISHED:' GRADE III= METER BOX l COPPERSETTER METER BRICK CORPORATION STOP- BRICK A5 NECESSARY At SAND OR DUST UNDER < ' VDOT SPEC. r203, NO. 57 BOX AND SETTER (2=.INCH + 4 AGGREGATE MINIMUM THICKNESS) TYPICAL SERVICE LATERAL INSTALLATION (5/8" 8c 1 " M E TER S N TS FIG. W-6;A A SEAL 1/2" DEEP HOLE W/ MORTAR :BARS °• '"° _ — � � • 't N In —6"VIPI 9" SECTION PRE -CAST CONCRETE WHEEL STOP not to scale 4 REBAR STANDARD CG-2 MODIFIED CG-7 5" 2" (WHERE NO R2" 4" R 1 " BACKFILL) -� 4„ 11 1 �4„ .., P !.• per, ,h '.�:lr• II LO �- MENT •y' PAVE 7„ % y NOTE: SEE CURRENT VDOT ROAD AND BRIDGE STANDARDS FOR 6" CONSTRUCTION » 3000 psi CONCRETE SPECIFICATIONS. CONCRETE CURBING not to scale 12" SM-9.5A " BM-25.0 I I I1 I II I II I II I II i i- i I Ii i I- . 6 COMPACTED AGGREGATE BASE - VDOT #21-A COMPACTED SUBGRADE CBR=10 ASPHALT PAVEMENT WOOLLEY ENGINEL, RING 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 99911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT z O � Q 0 w O �Q w U a� W n �m � J W � ILL 0 U o � U U GENERAL DETAILS Job Number: 20040 ` OF I'I ERIC W. WOOLLEY LIC. NO. 3708N o� 8-24-2022 �svw �SSI 0 NAL �'��� Date: August 9, 2021 Revision: December 2, 2021 January 24, 2022 August 24, 2022 611 Scale: As Noted Sheet No.: C7.0 copyright © 2021 by Woolley Engineering not to scale not to scale 14of22 SITE RETAINING WALL - GENERAL NOTES JJ.1 8" CFS WALL (PHASE II) 1/2" DIA ANCHOR AT 32" OC i8" CFS TRACK (PHASE II) 8" CMU BOND BEAM W/ (2) #5 CONT (PHASE 1) 4 #4X2'-8" AT 16" OC'����-r?��-C'' I12" CMU FULLY GROUTED (PHASE 1) �n - #5 AT 16" OC VERT W/ STD HOOK Z II y_. I #5 AT 12" OC ry t- 6" 11 5/8" 6 3/4" co (4) #5 CONT. 3'-6" PHASE 1/11 RETAINING WALL ALONG_ WEST SIDE OF PHASE 11. SECTION ri 3/4" = 1'-0" s1 nn L3X3X1 /4 H DG JJ.1 W/ 1/2" DIA STUD AT 16" OC I #3 AT 16" OC EXTEND BAR INTO EW L3X3X1/4 HDG SLAB W/ 1/2" DIA STUD AT16"OC ° co v ° 0? EXTEND BAR INTO 4 � 7 � C L•�I] Up�C' SLAB COAT BAR WITH #3 AT 16" OC '_. a . #4 AT 12" OC CONCRETE SLIP DURING EW _ VERT PHASE I W/ STD HOOK w ° ,_ Q _o #4 AT 16" OC LJ— as ° fflz HORIZONTAL r i 4 d /U - ° N Wes. 1 1/2" = #4 AT 12" OC PHASE I PHASE II w CLR VERT W/ STD HOOK I °" 100_ Z 4a ° 9; #4AT16"OC ° ;�° a .:E _ _ -f°.. 4- HORIZONTAL ° _ — ^ <" C)� a #5 AT 12" OC41 °d' f ° a •, a 4-" e` d•d - d - I $H Uqii (2) #5 CONT 21-011 O ° a a• a° A a - .. - ti c, (5) #5 CONT. 1'-0" T-0" 6 3/8" 4'-6" PHASE I RETAINING WALL/ PHASE II LOADING DOCK DETAIL, SECTION 1.1 REFERENCE STANDARDS A. ASTM C137 SEGMENTAL RETAINING WALL UNITS.. B. ASTM C140 CONCRETE MASONRY UNITS. C. ASTM D4595/ GRI: GG1/ GRI: GG5 GEOSYNTHETIC REINFORCEMENT. 1.2 SITE CONDITIONS AND DESIGN PARAMETERS. 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. 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 A. CONTRACTOR SHALL CHECK THE MATERIALS UPON DELIVERY TO ASSURE PROPER MATERIAL HAS BEEN RECEIVED. B. CONTRACTOR SHALL PREVENT EXCESSIVE MUD, WET CEMENT AND LIKE MATERIALS FROM COMING IN CONTACT WITH THE SRW UNITS. C. CONTRACTOR SHALL PROTECT THE MATERIALS FROM DAMAGE. DAMAGED MATERIAL SHALL NOT BE INCORPORATED IN THE PROJECT. 2.1 WALL UNITS A. WALL UNITS SHALL BE ANCHOR DIAMOND PRO STRAIGHT FACE RETAINING WALL UNITS AS MANUFACTURED UNDER LICENSE FROM ANCHOR WALL SYSTEMS. B. WALL UNITS SHALL BE MACHINE FORMED, PORTLAND CEMENT CONCRETE BLOCKS SPECIFICALLY DESIGNED FOR RETAINING WALL APPLICATIONS. C. EXTERIOR BLOCK DIMENSIONS SHALL BE UNIFORM AND CONSISTENT. MAXIMUM DIMENSIONAL DEVIATIONS SHALL BE ±1/8. D. EXPOSED FACE SHALL BE FINISHED AS SPECIFIED. OTHER SURFACES TO BE SMOOTH FORM TYPE. 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. 3.2 FOUNDATION SOIL PREPARATION 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 OR EXCEEDS ASSUMED DESIGN STRENGTH. SOIL NOT MEETING THE REQUIRED STRENGTH SHALL BE REMOVED AND REPLACED WITH ACCEPTABLE, COMPACTED MATERIAL. 3.3 LEVELING PAD PLACEMENT 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 FINAL ELEVATION SHOWN ON THE PLANS. WELL -GRADED SAND MAY BE USED TO SMOOTH THE TOP '/z 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 1/z' OF FREE DRAINING SAND SHALL BE SCREED SMOOTH TO ACT AS A PLACEMENT BED FOR THE STEPS OR PAVERS, 3.4 UNIT INSTALLATION A. THE FIRST COURSE OF WALL UNITS SHALL BE PLACED ON THE PREPARED LEVELING PAD WITH THE AESTHETIC SURFACE FACING OUT AND THE FRONT EDGES TIGHT TOGETHER. ALL UNITS SHALL BE CHECKED FOR LEVEL AND ALIGNMENT AS THEY ARE PLACED. B. ENSURE THAT UNITS ARE IN FULL CONTACT WITH LEVELING PAD. PROPER CARE SHALL BE TAKEN TO DEVELOP STRAIGHT LINES AND SMOOTH CURVES ON BASE COURSE AS PER WALL LAYOUT. C. THE BACKFILL IN FRONT AND BACK OF ENTIRE BASE ROW SHALL BE PLACED AND COMPACTED TO FIRMLY LOCK THEM IN PLACE. CHECK ALL UNITS AGAIN FOR LEVEL AND ALIGNMENT. ALL EXCESS MATERIAL SHALL BE SWEPT FROM TOP OF UNITS. 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 ZONE WITH 9 INCHES OF IMPERVIOUS MATERIAL. REMOVE EXCESS FILL FROM TOP OF UNITS AND INSTALL NEXT COURSE. ENSURE DRAINAGE AGGREGATE AND BACKFILL ARE COMPACTED BEFORE INSTALLATION OF NEXT COURSE. CHECK EACH COURSE FOR LEVEL AND ALIGNMENT. ADJUST UNITS AS NECESSARY TO MAINTAIN LEVEL AND ALIGNMENT PRIOR TO PROCEEDING WITH EACH ADDITIONAL COURSE. BACKFILL AS EACH COURSE IS COMPLETED. PULL THE UNITS FORWARD UNTIL THE LOCATING SURFACE OF THE UNIT 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 SPECIFIED. E. EMPLOY METHODS USING LIGHTWEIGHT COMPACTION EQUIPMENT THAT WILL NOT DISRUPT THE STABILITY OR BATTER OF THE WALL. 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 MOISTURE CONTENT. F. INSTALL EACH SUBSEQUENT COURSE IN LIKE MANNER. REPEAT PROCEDURE TO THE EXTENT OF WALL HEIGHT. G. ALLOWABLE CONSTRUCTION TOLERANCE AT THE WALL FACE IS 2 DEGREES VERTICALLY AND 1 INCH IN 10 FEET HORIZONTALLY. H. ALL WALLS SHALL BE INSTALLED IN ACCORDANCE WITH LOCAL BUILDING CODES AND REQUIREMENTS. 3.5 GEOSYNTHETIC REINFORCEMENT PLACEMENT A. ALL GEOSYNTHETIC REINFORCEMENT SHALL BE INSTALLED AT THE PROPER ELEVATION AND ORIENTATION AS SHOWN. B. AT THE ELEVATIONS INDICATED, THE GEOSYNTHETIC REINFORCEMENT SHALL BE LAID HORIZONTALLY ON COMPACTED INFILL AND ON 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 MANUFACTURER'S RECOMMENDATIONS. THE HIGHEST STRENGTH DIRECTION OF THE GEOSYNTHETIC MUST BE PERPENDICULAR TO THE WALL FACE, 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 ASSURE 100 PERCENT COVERAGE PARALLEL TO THE WALL FACE, 3.6 QUALITY CONTROL 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 REQUIREMENTS. B. QUALITY CONTROL SHALL INCLUDE BUT NOT BE LIMITED TO: FOUNDATION SOIL INSPECTION, VERIFICATION OF GEOTECHNICAL DESIGN 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 INSTRUCTIONS, AND THIS DRAWING. CAP BLOCK ADHERED TO TOP UNIT WITH ADHESIVE ANCHOR DIAMOND PRO STRAIGHT FACE BLOCK BY ANCHOR WALL SYSTEMS O d- Elm REFER TO CIVIL FOR GRADE I GEOGRID STABILIZED SLOPE REFER TO CIVIL FOR GRADE, 2H:1V MAX SLOPE — STRATAGRID 200 � III Ii GEOSYNTHETIC 70 REINFORCEMENT, TYP 6'-0" M I N i GEOGRID � N Q 6-0" MIN GEOGRID 4" DIA DRAIN TILE (EL VARIES) DRAIN TO F DAYLIGHT AT 20'-0" C3 / ------------------ 6" 6" 6" MINIMUM COMPACTED GRANULAR -BASE LEVELING PAD SEGMENTED SITE RETAINING WALL, SECTION 3/4" = 1'-0" GROUT SOLID SEGMENTED WALL AT PIPE PENETRATION SAW CUT TO ACCOMMODATE REBAR (2) #4 BARS EXTEND 2'-0" PASS EACH SIDE OF PIPE PENETRATION REFER TO CIVIL FOR GRADE AND SCOUR PROTECTION 3 T-S1.00 JI �— NO. 57 STONE BACKFILL GEOGRID STABILIZED SLOPE REFER TO CIVIL FOR GRADE, 2H:1V MAX SLOPE PIPE OUTLET SEE CIVIL SEGMENTED SITE RETAINING WALL_ AT PIPE PENETRATION - SECTION 3/4" = 1'-0" 1/8" WIDE SOFT CUT SAWN JOINT. SAW JOINT AS SOON POSSIBLE TO PREVENT CRC DO NOT DISLODGE AGGREC CREATE A RAGGED EDGE. JOINTS NO MORE THAN AT' SQUARE PATTERN PSI CONCRETE • 24" OC EACH WAY 4. ►�I •@���il��@��@ �@?ate@��►.�i�A.@��1� D• GRADED AGGREGATE TYPICAL LOADING DOCK SLAB. ON GRADE AND CONTROL JOINT, 3/4"=1'-0" DETAIL 314" = 1'-0" :,: EYiY W OOLLEY'E NGINEERING Consulting Civil Engineers 210 5th Street NE Charlottesville ° Virginia 22902 (434) 973 a 0045 www.Woolley-Eng.com Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 229"1.1 4M MY-1000 MAJOR SITE PLAN AMENDMENT I� Q Z o O �NLLJ j v^ J X � W UJ � Q ILL 0 t� � � i- z � 0 � U � OUNDATIO DETAILS Job Number: 20040 ��LTH pC, �r �o o Stephen D. Barber Lic. No. 025731 O1VA1, t'�'�� Date: 12/2/2021 Revision: 5 Scale: s1.00 As Noted Sheet No.: N BAR S1.00 I { 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 QTY Catalog Number Description Lamp Number Lumens LLF Wattage Lamps per Lamp ❑ J 7 KAX2 LED P2 40K R5 MVOLT HS KAX AREA SERIES SIZE 2, PERFORMANCE PACKAGE 2, 4000 K, TYPE 5, 120-277V, LED 1 20925 1 248 HOUSE -SIDE SHIELD Lighting Pole Schedule Pole Number Symbol Mounting Height Number of Fixtures J -1 fat 20' 1 J-2 09�3 20' 2 J-3 090 20' 2 J-4 090 20' 2 EDGE OF CONCRETE FOOTING (2" ROUND DIAM.) ❑ ANCHOR BOLT ° HOLES PER PLAN MANUFACTURER NTS FIXTURE & POLE HEIGHT: (20' Height) HANDHOLE SQUARE ALUMINUM COVER PLATE W/ TYP. GALVANIZED ANCHOR BOLT GROUNDING LUG #8 BARE GROUND 6 #6 VERTICAL REBARS WITH WIRE IN %2" HEAVY #3 TIES 12" O.C. WALL P.V.C. CONDUIT (EXCEPT @ 3" O.C. FOR TOP 2 TIES) 3" FINISHED GRADE . BACKFILL AND SEED < • �. 2 - 10" TYP. 31-611 INSTALL ELECTRIC WIRE AND 1" TYP.) CONDUIT MIN. TWO FEET BELOW GRADE 5/8" X 8' = I COPPER -CLAD 1 -6 GROUND ROD ROUND NOTE: MIN. 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 r�cr+ar +.x.4 Specifications _ 1.1 ftr EPA; to t 0''.n .. Length: 34" t Width: 13 , j W (W) Height: $., f__ L t�t�tt �) -- WWglht 41 Ibs' cap U inaire This itern is an A+ capable lurrtinaire, which has been designed and tested to provide consistent color appearance and system -level interoperability. * All conftgurat►ons of this luminalre-meet the -Acuity Brands' specification. fQr chromatic consistency * This luminaire.is A+Ce.rtified when..o.rdere 1 with lx.r ' controls marked by DTL DLL equipped luminaires meet the A+ specification for luminaire to photoontrol interoperabilityl • This lurninairlals partpf an A+ Certified solution for ROAMO or XP6intt'*l IWirdess control networks providing out -of -the -box cr�n, I compatibility with simple commissioning, when; ordered with drivers and donteol options marked by a ` I d kk glr To learn more about A+,.. visit www.,3cuitybi-,3nds.com/apius. 1. See ordering tree for details. 2. A+- Certified Solutions for ROAM require the order of one ROAM riode per lumina.ire., Sold Separately: Link to rioarn; Link to 011 DLL t AtC�P?fife 40,14 1ndreatelt ' a[rY.zfi�sA%t�b�ck9tt+Andt •;' � � ° .'' EXAMPLE KAX2 LED P2 40K R3 MVOLT SPA DDBXD PIR 1314exi,n t;vnl ntr tit rr' , IS'rimwdfiglicgirt:aimAntY..muieiaiWatSk" [ILr 111[dun Plliii 5hippedseparately PIR1FOV al -Us' aS 131rdi P. 601 PlR[ERV41all��fatlf�'� EGS Exteinaftllarp��fit��l FAO F tf.�Xliu;lafii oli(ptltr FA Pao Litltanla Way v C"onyers, Georgla W.012 ;• Phafie.- Q 2)9,e kl1 %witltthonta .0111 * 411.Z)t5AcWty 0iaidi; Lfc Mina. Shippeaind0ed SPA 5quat� Pole rrIouong RPA ROOM Pole. r€ utitintj(icciASicUndalyd:Mpire(munthj) gq�XD i7�rkl1t4tte DBLXD Nck DNhXD 11maldurrurnarn DVAIXD lh`filte DDB[XD ktuiedUkttowu DOWD P xiiiied biack DNATXD kx%rdr tGraialtirriirGtrnt MGM xt!ItWltvfiftr. F v 44V V3 Paga.t of•T �r� 0.0 + .. �7 0.1 f 1 + 0.0 �_o �' r DT c.0 �Ix�E 0.00. Ci.o f. 0 0.1 +_.. 0,0 0.0 IN 0.0 0.0 r.._ T _r 30 Scale: 1" = 30' E t� 50' BUILDING SETBACK N L r 'tu JJ -01, 13° GUM � � � I 0.1 + + 0.1 ? F0.0 n r � 1 . 0.1 0.1 _P0.1 + 0.1 + 0.1 +0.1 + 0.1 +C A + 0.1 � 0,0 -r 0.1 -I- + 0.1 -f 0.1 -{ 0.1 -1 0.1 0.1 + 0.0 0.1 + 0.1 �0 1 + 0.1 0 1 30 USE BUFFER4P-80 PARKIh1G1 SETBACk 1 .0.1 + + � 0 1 .0.1 � _r_ +:� o r, f, 10.E � +" 0 " , +° rj 0.0 + 0.1 + o.I + 0.1 + 0.0 nr ,0.1 + ,. n1 �. + nr +� 0 2 1., 0.2 U.4 t 0.1 0.1 +0.1 �0.1 0.1 + 0.2 +0.3 +0.4 0.3 + +0.3 _ o. +Q.O 0.1 + +0.1 +0.1 0.1 + 0.1 + -I-0.2 +0.3 0.2 +0.3 +0.3 � + , 0.1 10.1 +.i + , 0. 1 +0.2 +0.2 4_0.2 Statistics Description Symbol Avg Max Min Parking Lot and Entrance X 0.5 fc 20.9 fc 0.0 fc Property Line X 0.0 fc 10.1 fc 10.0 fc 0 NEW WAREHOUSE EXPANSION (PHASE 2) 38,657 SF FFE = 569.89: UV __ ---- ---------- -- - 1-1 / APPROXIMATE - - . . r .. v, L.Vv WUOLLEY ENGIN � RING 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 0 ry w 0 C Ljj Q U a :E w Q � m J J O L�L 0 Q) U o � U U SITE LIGHTING PLAN Job Number: 20040 OP ERIC W. 1IOO= LIC. NO. 3708 �0 8-24-2022 �ywW Date: August 9, 2021 Revision: December 2, 2021 August 24, 2022 Scale: 1"=30' Sheet No.: SL1,00 16 of 22 copyright © 2021 by Woolley Engineering rA Cliy�As 26" W.O. r ''-T (3) - JAPANESE ZELKOVA 0/H ELEC./ TELE /- 0 N 27' 40' 39" E 875.40' 13„ GUM CK (3) - JAPANESE ZELKOVA MEADOW MIX (SEE NOTES FOR MIX) 0/H ELEC./ TELE• TV SSMH RIM=584.5) IN=579.9' �6" PVC) OUT=579.7 (8 PVC) PVC 30' USE BUFFER / 30PARKING SETBACK 5 1 ' 4U' RPP / /-• � 'r �. ,y .y ,y w y w w w w y w y W W W W W W W W W W W W W W W \ /� y .` w SSMH RIM=562.4' IN=553.9" �(8" PVC) OUT=553.7 (8 PVC) "'\ / � � \ w .y y "y w 'v y w •m •y .,Y ,may -�° �• Y w +%• w w w w w w �` y _�• `� .y w ,y a• 'y w � w-y war, - •y y y- •= � .-. - • `. 1 / � �- _- �/ iiT' .y w w �° °y w .y ,y •y 'y w •Y W •y ' w °y \\ �� r r ' a' � ,Y � •Y y. w .y w ,y w � w w , y +s •Y N. w .. � \ / t / / / O bM#2 I ~,- o w T-�a DELIVERIES j i ---------- / _ _ NEW WAREHOUSE EXPANSION 569.89 ASPHALT C FDC ` HCP q RCP '\ - - 0 24" W.O. 26 W. �� cork. gal p PVC o ` I Jc, DROP S o 63SMH RIM=578.4' IN=568 J����- - JJJ t -s s r IN=574.6' IN=566 6''PV� DROP OUT=574.6 s M IN=565 6"PVt ou =5 2.2' OUT=56 9 (6,>i C) a � Cn ~ r RHQLf:; CONCRETE rJ ASPHALT CONCRETE ASPHALT �° b 1 trrslcrt . m :f e MEADOW MIX (SEE NOTES FOR MIX) FP1 1 .1 1 Ir. nil (I I Y, � 4� ,fie t W "� ` I � '^.I"�• I '� 1 j l ,ter l i I '^,� i� i County ofAlbetnarl Conservation Plan Cbe&llst: 'I'o be plated ott Landscape Plans (Handbook, Pp ili48d-111-297 for eompiete;�pecificationsj � � �'� � 1. The following items shall be shown un fhe taltan: `�, / Fa Tmes to be sdvvd NEW WAREHOUSE EXPANSION Limits of clearing (outside:dripline of trees to N; staved); q �, 21 Location and type of protective fencing; i I �� � (PHASE 1 ) 22,312 SF FFE = 569.89 Grade changes recluirtng trr.� wells or watl5i •� , � 0,,. '4,� '»�, �, ,, ».,. 2. alvlrarkings:21 ' `s~~ All trees to be saved shall. brs.naarkQd with print orribbon at a height clearly visible t4 etluiptnent raperaturs. o grading begin until tlae tree marking hasi eea. in t and a ro ° u un Inspector.`. N prad b 8 g spec, ed pp td by Co, at � I `�* I PROPOSED HARDSCAPE KEY: �« 3. Pre -Construction C.onE4'r O "L' a �. . I = NEW ASPHALT PAVEMENT Tr cc preservation and pratUc:ttan meawres'shall tip reytesved rvittz the cr�ntratc for an site. �',, 4. Equipment Operation and Storage;21 y � REMOVE AND REPLACE EX Heavy ecluipn►ent veha4ular sratica and a�tc�rage>,�t c:vctstruettan �rzatcriutsaractuclin� soil sliatt not lrc. permitted within the clr-i t�nc.s t+t tuts '�. � _ .ASPHALT y h �, ,`'� EXISTING,. to be saved. CRUTCHFIELD `�X\ S. Soil Erasion and 8tornitvater .Detention Devlees `� '� - ti `� _ _ ... � I ,�. -MILL AND REPAVE EX ASPHALT Such devices shall not adversely afft;ct trees to be saved, � `e �,� � WAREHOUSE6. t = a, Fires: � �� I -CONCRETE c, tiro lOtl feet � the r' �lnc: e t l' �r s are raclt ercrtittccl wttt of rl t of txe s c.►be saved., , 7. Toxic Materials: Toxic materials shad not bi:.stored within 100 feet ot'the dripthie vF trees to be, savl;tt, `^,� -•� 8; .Protective.I+encing "� �• X :. . ,, ;, = Truesto beretained wa ltut «l0 tett of tt pro �. d n r d a ., h �, � - ff • � cf t _ � d butt t o s tt actt�it shalll�� ratec<ted b fetac.in . � `� � 1 °�,. .. e e ti 0, Pettc to ' shall b tra .lacy land shall be ins c c�te rtrici a .rovEci b' a Crau t iris t i t r or r din r r s » g @ p d @p y n y p a prior to 8 a g o 4onstructtan: D � \\ , .,, •\ ., i, q �''�.� ''�, 'j'y\ ''*, n 9. Tree Wells: � I�'y� ` . `,,_ � �, -� 'a 1 Wht.n theground Ic,vR.,l mitts#: be r,az�Gci within the do i n�,- # a tree t save ` ree Nrc,l sh E b� ,. '�, ,. � �. �. � `� � ,< I~ �. �. �, � '�, �. �. '� �. �. �. a � •, �.. , //, 8 p l_ o _ o kx. d, a t l al pr�vtded arid, a s.�ttsiruc,trun cic.tarl submitted forappi'Oval, 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 When the ound lev l must l we ., • - _ a-` - protected, the Ian shall show, identify, and provide a detail fora tree well. e � l� o rc.d within the dri me a tree to bc. saved �a-trc.c wa ]steal r , pl 1 E p oV�dcd, at�d a uc�nstructtan ctetar! All trees to be preserved and protected shall be marked with paint or ribbon at a height P P y P submitted for approval. clearly visible to equipment operators. No land disturbing activity shall begin until the tree marking has been installed by the contractor and inspected and approved by the County 8. Tree Walls �.1. Trenching and Tunneling: When the ground level must be lowered within the drip -line of a tree to be preserved and When trenching is r�.qulrW.within the: limits of clearing, it shall be don: as Faraway from the trunks of trees as possible. 'Tunnolirti Engineering Department. protected, the plan shall show, identify, and provide a detail for a tree wall. under a large tree sliall. be conridc;red as an. alterna ve when it is anticipated tttat nes:e scary trenching will destroy feeder roots. 2. Equipment Operation and Storage Heavy equipment, vehicular traffic, and the storage of construction materials and soil shall 9. Trenching & Tunneling 12. Clete not be permitted within the outside drip -line of trees to be reserved and protected. When trenching for any kind of underground water, sewer, electrical, cable, telephone, or Protective fonwng shtall be the lust t tais Cetrtov l during the tina! cleanup. P p 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 13. Damaged Trees: Temporary erosion control measures and/or permanent stormwater mana ement facilities Possible. Tunneling shall be required when deemed, by the County Engineer, that p g R1 Damaged trees shall be treated immediately by pruning, feriilizati,ort or Falter inetlauds recouniziendei by a tree specialist. trenching will significantly damage feeder roots of trees to be preserved and protected. locations shall be coordinated such that they shall not adversely affect trees to be preserved and protected. DOTE: i`V liS TliE DEVELOPER'S RESi'.ONS1BIL.171' '1 o CONFER R WITil `iIIE CQNT%k.CTOR ON TREE CONSERVA.TI[ON 10. Damaged Trees &Compacted Root Zones REQUIREMENTS. 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 drip -line of trees to be reserved Protected shall be repaired immediately, in accordance with the practices in the Erosion and protected. P & Sediment Control Handbook. Care for serious injuries shall be prescribed by a professional forester or tree specialist. OWNER SIGNAL UR (DAT9) 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 CONTRACT PURCRASBR SIGNAT RF, (DATE) 511/06 Page S:,aP 1 6. Protective Fencing soil is loosened. No land disturbing activity shall begin until the tree protective fencing has been installed 11. Removal of Temporary Protective Measures by the contractor and inspected and approved by the County Engineering Department. Tree protective measures shall be the last of the temporary erosion control plan measures removed during the final clean-up I I( w w w °Y a• w ,y ,� ..., w w y y w w w w w w w y w w .� •y .y ,y ,y w w y y y w y w y y w w w w w y y w y w .y w w w w w .y � w '� w w .y ,y MY y w w �^ •Y/ $ ,y ,b w w w/ w w ,y w �, '"..!y •y. W w ,�:,,:... w �, w � ^Y 1y.. � y Y `y 'y Y .y ,�, •y •y �• .y .y ,�, �`., w w ,y w � ,y 50' w � w ,y w w y s •Y w w w y y w w w y w .y ,y •y � ............ -- `- •y w w w w `--, 1 SEEM ` w •y �_ 14, 41 EN NOTES: I ANfJSCAPF 1 FGFNIJ 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 SSMH 2 Mil=558.9' IN=552,9' �8" PVC) OUT=552.7 (8 PVC) CN co 0 co W SSMH 1 RIM=555.4' IN=551.5' f6" PV) OUT=551.6 (8" PVC) OUT=551.4' (8" PVC) SYMBOL QTY BOTANICAL COMMON SIZE • 6 ZELKOVA SERRATA "GREEN VASE" JAPAN ESE ZELKOVA B&B, 1 1 /2 - 1 3/4" Cal. TREE CANOPY CALCULATIONS (Q 10 YRS) SPECIES HEIGHT AREA/PLANT AREA/SPECIES ZELKOVA SERRATA 20' 1 443 SQ. FT. 2,658 SQ. FT. TOTAL PROPOSED CANOPY 2,658 SQ. FT. (0.06 ACRES) EXISTING CANOPY 1.15 ACRES (1.15x1.25) 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 FULGIDA'GOLDSTURM') 1 LB. WILD BURGAMOT (MONARDA FISTULOSA) 1 LB. BLUE -STEM GOLDENROD (SOLIDAGO CAESIA) ADD FALL OR SPRING SEED TO MIX - DEPENDING ON TIME OF PLANTING FALL - 1 LB. LOLIUM MULIFLORUM & LOLIUM PERENNE SPRING - 1 LB, COREOPSIS TINCTORIA & RUDBECKIA HIRTA Owner: Crutchfield Corp. 1 Crutchfield Park Charlottesville, Virginia 22911 P: (434) 817-1000 MAJOR SITE PLAN AMENDMENT Z 0 F- Q � � w 0 � Q U a W Q �m � � ILL 0 Q) LL � U o F_ U U LANDSCAPE PLAN Job Number: 20040 OP ERIC W. WOOLLEY LIC. NO. 37081 �a 8-24-2022 AAWW 4 1 �+ 0 NA L Date: August 9, 2021 Revision: December 2, 2021 August 24, 2022 Scale: I" = 30' Sheet No.: Ll 00 17of22 copyright © 2021 by Woolley Engineering