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HomeMy WebLinkAboutARB201600124 Plan - Other (not approved) 2017-08-17Happy Boxes Pantops Albemarle County, Virginia. Happy Boxes Pantops TMP 07800-00-00-013AO Route 250 Pantops Albemarle County Virginia Architectural Review Board Submittal Happy Boxes Pantops, LLC September 26, 2016 Drawing List: 289 Independence Blvd, ste 300 Virginia Beach, VA 23462 757.671.1700 Architectural: C1 Cover Sheet StonekingStorch Architects Al Main Level von A2 easement P.O. Box 1332 Charlottesville, VA 22902 434.981.4382 mds@s-vs.com A3 Second Level A4 Third Level A5 Elevations A6 Section, Elevations Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. Cover Sheet Sep 26, 2016 ARB Submittal Civil Enineering: (by reference) Drawings C1.0-C6.0, 1-1.0 Dated 9.7.16 Stoneking/ von Storch Architects 434-295-4204 434.981.4382 mds@s-vs.com Happy Boxes Pantops Albemarle County, Virginia. Stoneking/ von Storch Architects 434-295-4204 434.981.4382 mds@s-vs.com Main Level Plan 3/32"=1 '-0" FDC Sep 26, 2016 ARB Submittal Happy Boxes Pantops Albemarle County, Virginia. Stoneking/ von Storch Architects -WAIN Basement Level Plan 3/32"=1 '-0" Sep 26, 2016 ARB Submittal 434-295-4204 434.981.4382 mds@s-vs.com Happy Boxes Pantops Albemarle County, Virginia. Stoneking/ von Storch Architects 434-295-4204 434.981.4382 mds@s-vs.com 2nd Level Plan 3/32"=1 '-0" Sep 26, 2016 ARB Submittal Happy Boxes Pantops Albemarle County, Virginia. Stoneking/ von Storch Architects 434-295-4204 434.981.4382 mds@s-vs.com 3rd Level Plan 3/32"=1 '-0" Sep 26, 2016 ARB Submittal C5: 467. -------------------------- East Elevation CLEAR ANODIZED ALUM TRIM CLEAR ANODIZED ALUM STOREFRONT Cl: CLEAR ANODIZED CLEAR ANODIZED CANOPY FASCIA Happy Boxes Pantops Albemarle County, Virginia. Stoneking/ von Storch Architects 434-295-4204 434.981.4382 mds@s-vs.com North Elevation FACING ROUTE 250 Elevations I 1\1_1 IIVIJI ILV UV/\ VAl \ \V Vrl LV VILI/_lL JIVIIN\J ------------------ PI CAD ANI()f1171-f1 GRADE PLANE = 474.63 3/32"=1 '-0" BASEMENT: DIFFERENCE BETWEEN THE LEVEL ABOVE BASEMENT AND GRADE PLANE IS 1.87, (1, 10.5") MAXIMUM DISTANCE THE LEVEL ABOVE BASEMENT IS ABOVE FINISHED GRADE IS 1 V-11" Sep 26, 2016 ARB Submittal I I\LI II AI -)I ILV UlJ/\ UVI\1\V VIl1 LLI IV1L1 nL .1IVII VV THIRD LEVEL SECOND LEVEL MAIN LEVEL —GRADE PLANE = 474.63 BASEMENT THIRD LEVEL SECOND LEVEL EL: 476.50 MAIN LEVEL GRADE PLANE = 474.63 C4: 464.58 BASEMENT THIRD LEVEL SECOND LEVEL L: 476.50 MAIN LEVEL U3: 473.83 BASEMENT ROUTE 250 — c T T MAX MAIN LEVEL ABOVE GRADE C4: 464.58 H appy Boxes Pantops Albemarle County, Virginia. Stoneking/ von Storch Architects 434-295-4204 434.981.4382 mds@s-vs.com EL: 499.16 EL: 487.83 EL: 476.50 North -South Section South Elevation ------------------- Southwest Elevation Section Rear Elevations Sep 26, 2016 ARB Submittal EL: 462.50 1: 476.50 ,6: 473.50 GRADE PLANE = 474.63 CT 489.50 RADE PLANE = 474.63 ----------------- WOOLLLY ENGINLLRING Consulting Civil Engineers 220 East High Street Charlottesville - Virginia 22902 HAPPY B(:DXES (434) 973 � 0045 Notes: www.Woolley-Eng.com 1.) Property Owners: Owner Suburban Capital, Inc. Suburban Capital, Inc. 289 Independence Blvd. Suite 300 Virginia Beach, Va. 23462 a o r Site Plan Amendment to SDP 2007-00026 289 Indepedence Blvd.IM Suite 300 Virginia Beach, Virginia 23462 2.) Engineer: Woolley Engineering 220 East High Street THE COUNTY OF A L B EM A R L E, V I R G I N I A Charlottesville, Va. 22902 R I VA N NA M A GISTERIAL DISTRICT I NI TIA L 3.) Source of Information: County Research and/or Owner provided. SITE 4.) Source of Survey: PLAN Kirk Hughes & Associates (Topographic Field Survey, July 2016) 5.) Parcel Information: VICINITY MAP TMP 07800-00-00-013AO Deed Book 4758, pg. 710 D.B. 407, pg. 86 (plat) a D.B. 3045, pg. 558, 566 (plat) DZ °cY MPiq Planned Use: Self -Storage Facility v oR Zoning: Highway Commercial z This site is located within an entrance corridor z Watershed: Rivanna River o Q 6.) Adjacent Parcels: See Existing Conditions Exhibit C2.0) Z (Sheet Current Use: Commercial �j►ry .5 7.) Water and Sanitary Sewer: Albemarle County System 11 7 8.) Proposed Building Statistics: .� ��' , °tip LLI Proposed Use: Self -Storage Facility Number of Floors: 3 floors and a basement Aso ry �' r'`" _ l Gross Building Square Footage: ± 82,728 ` ""�-� Q Floor Area Ratio: 1.40 ' Maximum Building Height: 65 Lot Coverage: (Proposed) + k r LL LLI m Building Footprint:± 23,748 Parking and Driveways: ± 9,100 y1' i F ^ J O Q New Curb: ± 1,574 Q . SITE C0 ILL Sidewalks: ± 1,481 Maximum Impervious Area: ± 35,903 _' w in , Landscaped Areas: ± 22,000 Parcel Area: 1.36 Acres .mot r C , , r ^ 9.) Setbacks: •4 �, - 'ra- i >_ � � Z Front = 275' �,� Side = 30' Rear = 50' a U 10.) Parking Statistics ' ? i 1 = 200' ��`��� Q A. Required Parking Spaces: 1 +(1,200/500)= 4 spaces �P Requirement: one Space per employee plus one space per 500 sf of floor space open to the public B. Provided Parking Spaces: On Site: 7 spaces (6 regular spaces 1 ADA space) C. Loading Spaces: A, Requirement: One (1) space for the first ten thousand (10,000) square feet plus one (1) space for each additional twenty thousand (20,000) square feet. _. SHEET INDEX Required Loading Spaces: 1 (based on 1,200 sf public open space) COVER Loading Spaces Provided: 1 ® C 1.0 Cover 11.) Standards and Specifications: A. Virginia Department of Transportation (VDOT) Conceptual Image Courtesy of: SvS Architects ® C2.0 Existing Conditions Exhibit SHEET Road and Bridge Specifications, 1993,1994. ® C3.0 Steep Slopes Exhibit ® C4.0 Layout Plan B. Virginia Department of Conservation and Recreation, Division of Soil and Water Conservation, ® C5.0 Grading Plan Virginia Erosion and Sediment Control Handbook, 3rd Edition, 1992. ® C6.0 Utilities Plan Job Number: C. Albemarle County Service Authority, General Water and Sewer Construction Specifications, January 15, ® L1 Landscape Plan 1610 1998. ,0 D. The University of Virginia Foundation, North Fork Design Code, May 28, 1998. 'tH 0 .`0 12.) General Construction Notes: Q\ 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. 13. General Water and Sewer Conditions ❑ Filled Box Indicates Drawing Included in Set O J r S ,, A. Work shall be subject to inspection by Albemarle County Service Authority (ACSA) inspectors. the Contractor will be W. i Y B. Prior to any construction within any existing public right-of-way, including connection to responsible for notifying the proper ACSA officials at the start of the work. C 'AQ 37088 a any existing road, a permit shall be obtained from the Virginia Department of w ° Transportation (VDOT). This plan as drawn may not accurately reflect the requirements of B. The location of existing utilities across the line of the proposed work are not necessarily shown on the plans and where shown are the permit. Where any discrepancies occur the requirements of the permit shall govern. only approximately correct. The Contractor shall, on his own initiative, locate all underground lines and structures, as necessary. SIONAL S O� C. All materials and construction methods shall conform to current specifications and C. All materials and construction shall comply with the current edition of the General Water and Sewer construction specifications, as standards of VDOT unless otherwise noted. adopted by the ACSA. SIGNATURE PANEL Date: D. Erosion and siltation control measures shall be provided in accordance with the approved D. Datum for all elevations shown in National Geodetic Survey. September 7, 2016 erosion control plan and shall be installed prior to any clearing, grading or other Revision: construction. E. The Contractor shall be responsible for notifying miss utility (1-800-552-7001). Albemarle Co. Dept. of Community Development -Planning Division Date E. All slopes and disturbed areas are to be fertilized, seeded and mulched. F. All water and sewer pipes shall have a minimum of three (3) 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. F. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, Albemarle Co. Dept. of Community Development - Engineering Division Date lesser slopes of 3:1 or better are to be achieved. G. All water and sewer appurtenances are to be located outside of roadside ditches. G. Paved, rip -rap or stabilization mat lined ditch may be required when in the opinion of the H. Valves on deadend lines shall be rodded to provide adequate restraint for the valve during a future extension of the line. County Engineer, or designee, it is deemed necessary in order to stabilize a drainage Albemarle Co. Dept. of Community Development -Zoning Division Date channel. I. Trees are not permitted in the ACSA easement. Scale: AS Noted H. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic J. The contractor shall be responsible to comply with the no- lead regulation regarding brass fittings effective January 4, 2014 g g Albemarle County Division of Fire and Rescue Date Control Devices. (Senate Bill 3874 which amends the safe drinking water act). I. Unless otherwise noted all concrete pipe shall be reinforced concrete pipe - Class III. 14. Stormwater Management Sheet No.: Pre -construction the site drains via surface flow towards the southwest portion of the site. During construction the site will primarily Albemarle County Building Inspections Date J. All excavation for underground pipe installation must comply with OSHA Standards for drain via surface flow and existing stormwater piping to a temporary sediment basin located southwest of the project area. the Construction Industry (29 CFR Part 1926). Post -construction the basin will be converted to a biofilter to treat runoff. 15. Note: Hazardous Materials: No hazardous materials, including medical wastes, shall be disposed of within the project. Albemarle County Service Authority Date C1 0 • 1 of 7 copyright © 2016 by Woolley Engineering °tip 6p �qy 0 o�-Ii AFC A G 70S `uewT4' / MATCH LINE .11xx"0 HAWTHORN �o , �G / 482.2 DOGWOOD / �\ cG y o / �484.6 / W Nil\ FH V I TBM #1 0 s\ \ I EL=480 500NC �\ SOUTH ZONE gopo / qS,otiQ (NAD-83) (1994) 484.4 x 473.3 \ \ \ \ \ \ o / / x 487.2 el 1611, \ \ l \ \ \ \ \\ \ \ \ sS 90 • 472.5 \ \I \ \ \ \ \ \ \\ \ \ \ \ \ \ \\ �J�,2 �7 A7� N� 60, 469.4 \ \ \ \ \ \ \ \\ \ \ \ \ \ \ \ \ \ \ \ 'r&o LEGEND: �' \ \ \ \ \ \ \ � \� \ � \\ \x / ASPH = ASPHALT =\ \ _ BW = BOTTOM OF WALL LIGHT \ s CO = CLEAN -OUT \ \ \ \ \ \ \\ \ �Q C OR CONC. = CONCRETE -1 =LIGHT ON CONC. BASE \\ / \ \ \ \ \ \ \ - \\ \ \ \ \ \ \� \ \\ \\\ \ \ \ \\\\ c, COV. - COVERED\\� CSW = CONCRETE SIDEWALK = TEMPORARY BENCH MARK DI = STORM DROP INLET MM =WATER VALVE \ \ \ \ \ \ I 1 \ \ \ \\ \ \\ \\ \ \\ \\ \\ ,\ ? NC DS = DRAIN SPOUT W ( \ \ LIGHTLY WOODED MANHOLE 6' P I R�`%F \ \ I I \ 1 \ \ \\ \ \\ \ \ \\ \\ \ TOP = 457.02 �C I EP EDGE OF PAVEMENT o A 1 A V \ \ INV IN_ FIRE HYDRANT I \ I 1 \ \ \ \\ \\ \ \\ \ \ \ INV IN = 448.2' 4" PVC FROM 4" PVC FROM SE3 \ FFE = FINISHED FLOOR ELEVATION \ 1 \ \ \ \ \ \ \ \ I \ x 47s� / f P� SPIGOT FO FIBER OPTIC = TRANSFORMER \, \ \ \ \ \ \ \ \ \\ \\\ \ \\ \ \ \ INV IN = 448.3' �6" PVC FROM SW) / IRF - IRON ROD FOUND _ \ = 6PVC TO NW / - TELEVISION BOX \ \ \ \ \ I x 473.5 \ \ \ \ ( v, Q / / 459.1 MH =MANHOLE \ \ \ \ \ \ � \ \\ \ \\ \\ TBM #2 INV OUT 448.2'" ) TELEPHONE BOX x 4.8 \ \ \ \ \ \ \ \ \ \ \ \\ \\ \ EL=494.91' NS = NAIL SET ❑T \ \ \ \ \ \ \ \\ \ \ \ \ \ \� \ \\ \ SD = STORM DRAIN LINE SS = SANITARY SEWER LINE TBM =TEMPORARY BENCH MARK \ TW =TOP OF WALL / UGE UNDERGROUND ELECTRIC LINE /TBM #3 SPIGOT WL = UNDERGROUND WATERLINE ' �EL=458.35�� ? = UNKNOWN OR UNVERIFIED LOCATION Cc 4e MATCH LINE "Al 6' o c 'QO,y ,, \ 'PD ALBEMARLE COUNTY SERVICE AUTHORITY I 1 IRF °° / UTILITY EASEMENT J D.B. 1157, PG. 715, 718 (PLAT) WM c / D B 1132 PG 117 WM VIRGINIA GRID NORTH O TOP = 496.19' (:DMH INV IN = 487.6 (FROM11) C".INV IN = 488.9 (FROM3 INV OUT = 470.8' (TO 4) %b iGp 3 TOP = 496.32' INV OUT = 490.2' (TO #2) ' (18" RCP) Q�� x458.4 �� 6 9 i 1 MH E/ 0 TMP 07800-00-00-013A r a / HAPPY BOXES PANTOPS LLC 462.o D.B. 4758, PG. 710 \ ID.B. 407,PG. 86 (PLAT) ~' h� S cQ D.B. 3045, PG. 558, 566 (PLAT) COMMONWEALTH OF VIRGINIA HIGHWAY CERTIFICATE OF TAKE D.B. 1132, PG. 117 Q� o IQ: PLAT BOOK XI, PG. 105 °`�' 1.3266 AC. zp \ 457.5 4s 1 - j x 461.4462.6 x 459.6 460.3 / i /j / / / .J G. V. n " HUGHES `ram \ T c> I LIGHTLY WOODED I t''C. era. 1458 7 J S- /6 / / kip /' / % / /� //zzx //i / / / /i ji/ / \ AG OF F,p SPIGO460.6 T \ 68. �a��SF� \ I �// /, ///// ////// % !�'� / ///// / , / / , / / e 0 ke��� TOPOGRAPHIC SURVEY \ �A�r - - - /l � /�� � �I �� /o6ii� /i�/�� //�/i�j� i'�'����'/ i / /'/// i i'/' / NIF �0• �QO• ��`S� g66 � 10 QO' \ LANDS OF \ x 459.5 / / /.� / / / Q • j0 459.4 / �-/ /// %/ - - HAPPY BOXES PANTOPS LLC / /// /,/, /// �;'/' CONTAINING 1.3266 ACRES RIVANNA MAGISTERIAL DISTRICT ALBEMARLE CO. VIRGINIA WELL(CD - / / / / / / �/i / / / / j / / \ p .?0 \ / �/ /// ��� // /� j // //�caj h'�// //� i'/ / /iii / / /i / NOTES: � / /�-/ / / JULY 12, 2016 \ e o / / /// / / // �'�/// //�//� // / / /// / / / �• // i / � // �/ / / 1.) PREPARED FOR WOOLLEY ENGINEERING. // / / / / // // // /� / //�// / /// / JULY 15, 2016 (REVISED) 2.) 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 JULY 15, 2016 AND THAT THIS PLAT, MAP OR L96�r \ / / / / // / / / �/ / / / / /.///� DIGITAL GEOSPATIAL DATA INCLUDING METADATA MEETS MINIMUM ACCURACY STANDARDS UNLESS OTHERWISE NOTED. SCALE: 1 " = 20' 3.) THIS SURVEY WAS DONE WITHOUT THE BENEFIT OF A CURRENT TITLE REPORT AND MAY NOT INDICATE ALL ENCUMBRANCES ON THE PROPERTY SHOWN HEREON. CONTOUR INTERVAL = 1 4.) PROPERTY LIES WITHIN FLOOD ZONE "X"; NOT A F.E.M.A. DEFINED 100-YEAR FLOODPLAIN. N : 452• �� 5.) PROPERTY MAY BE SUBJECT TO ADDITIONAL RESTRICTIONS OF RECORD. 20 0 20 40 80 FEET \ DI ' /�N /© 6.) HORIZONTAL DATUM: VIRGINIA GRID NORTH (NAD-83), SOUTH ZONE 7.) VERTICAL DATUM: NAVD 1988 i_ // //� , �' A.) TEMPORARY BENCH MARK #1: IRON ROD WITH CAP SET. ELEVATION = 480.55 B.) TEMPORARY BENCH MARK #2: IRON ROD WITH CAP SET. ELEVATION = 494.91' KIRK HUGHES &ASSOCIATES �� / / / • 5�" Q� F v / I / / / // / / / I / / I / • I I / C.) TEMPORARY BENCH MARK #3: NAIL SET. ELEVATION = 458.35' S 6� \���1 Q o�/// // II I/ / (/ I/ I / / // / I I 8.) THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE FOLLOWING SOURCES WERE UTILIZED LAND SURVEYORS & PLANNERS P V / o IN DRAFTING THE LOCATIONS OF UNDERGROUND UTILITIES: FIELD SURVEYS OF MARKED LINES; RECORD SITE PLANS PROVIDED BY THE 220 EAST HIGH STREET _0 // / / `� I I `� I I / / / / / I UNIVERSITY OF VIRGINIA; AND GIS UTILITY MAPS PROVIDED BY THE UNIVERSITY AND CITY OF CHARLOTTESVILLE. NO UNDERGROUND INVESTIGATION CHARLOTTESVILLE, VA 22902 OF UTILITIES WAS PERFORMED. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING (434) 296-6942 WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY HIS OR HER / I FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. FILE: 89-173, WO: 2016-003 9.) MISS UTILITY OF VIRIGINIA TICKET NUMBER "B617600336" C:\UDD\SURVEYS\2016\2016-003\TOPO\2016003-02.DWG MISS UTILITY CONTACT INFORMATION: 1-800-552-7001 IL WooLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville • Virginia 22902 (434) 973.0045 www.WooUey-Eng.com Owner Suburban Capital, Inc. 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN � Q Z C/� rr-nn � � V o Z 4) LL O Q W Lli m J O Q m IL �- Q) 0 � U EXISTING CONDITIONS EXHIBIT Job Number: 1610 Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: C2,00 2of7 copyright 9 2016 by Woolley Engineering I / cp 41, / %v tiq x To\ �sF / \, GG a �CERTIFICATE�OFJAKE<� �/ 36 o v 13. 12,PG. 1-1•7— Oo Z PLAT BOQK XI, Pp. 105 IX. AG.— Qs 1/.3266 Co o�� �oo��.�o• ��. + T.O.L. 464.80 �✓ y _ / - _ �/i // ; / %� /' /i 46 -// 00/w/ / I AZA / rr Q / , / 05 I / Legend: jig///ii ►4M 0 I 1 : 1 : : 1 11: ■ SOUTH ZONE (NAD-83) (1994) \ �gy�Tl0/, �q�°��i pF� c 'OS r Managed slopes overlay district. Slopes of 25% or greater. 20' 0 20' 40' 80' FEET S 0 WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville . Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Suburban Capital, Inc. 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN Q `^ z v J C p _ry W Z Q E W CL C—, O W co LW X Q) J O p Q ILL �- 4) 0 r) � U STEEP SLOPES EXHIBIT Job Number: 1610 zx r •`0 W. LLEY C"AQ 37088 a � �ww o� S10NAL S Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: C3*0 3of7 copyright © 2016 by Woolley Engineering MANHOLE TOP = 457.02' INV IN = 448.3' (4" PVC FROM INV IN = 448.2 4' PVC FROM SE INV IN = 448.3' (6" PVC FROM SW) INV OUT = 448.2' (6" PVC TO NW) .;. // '_�TBM #3 EL=458.35' Q LEGEND: ASPH = ASPHALT = LIGHT BW = BOTTOM OF WALL CO = CLEAN -OUT C OR CONC. = CONCRETE = LIGHT ON CONC. BASE COV. = COVERED CSW = CONCRETE SIDEWALK = TEMPORARY BENCH MARK DI = STORM DROP INLET Da WATER VALVE DS = DRAIN SPOUT EP = EDGE OF PAVEMENT = FIRE HYDRANT FIFE = FINISHED FLOOR ELEVATION 0 SPIGOT FO = FIBER OPTIC FX = TRANSFORMER IRF =IRON ROD FOUND N❑ = TELEVISION BOX MANHOLE T = TELEPHONE BOX NS = NAIL SET SD = STORM DRAIN LINE SS = SANITARY SEWER LINE TBM = TEMPORARY BENCH MARK TOL = TOP OF LANDING TW = TOP OF WALL UGE = UNDERGROUND ELECTRIC LINE WL = UNDERGROUND WATERLINE ? = UNKNOWN OR UNVERIFIED LOCATION o� c� � v o4b_ N. \ O \ ASpyglT Q. Qe "Pe, *iTq , SPIGOT ?A36�'EQ�OS F \ Q Ac 62A6B F Se, \ — OB 10, 2¢S6 p /,, c 682 �ysFM sg8 F'vT WELL T W : 462.0 MH ? BW: 461.0 sso; . 'ST ` cOti c gA�oN \ 61�, �9N TO\ ALBEMARLE COUNTY SERVICE AUTHORITY IRF. UTILITY EASEMENT D.B. 1157, PG. 715, 718 (PLAT) D.B. 1132, PG. 117 T W : 476.0 B W : 474.8 RETAINING WALL T W : 473.0 B W : 468.0 R35' CG-12A CG-12B CG-6 S2'S�J2. s CONCRETE SIDEWALK Q�Q \ SOUTH ZONE Q (NAD-83) (1994) y�cti\ �qy�T OF �9Oc1L14k �'�/ . pF� c '0S 10' BUILDING SETBACK LINE Sao, S/0yT O 0 WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Suburban Capital, Inc. 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN Q 7 Q — p _ry F— Wn ` Z Q E W 0— Q Q/ 0 Q LU W m J O Q m IL �- 4) 0 � U LAYOUT PLAN Job Number: 1610 STORMWATER O �5� 1� �� ��°Notes:�H �I�o MANAGEMENT FACILITY �Q ' w 1. Visibility of all mechanical equipment from the Entrance �`' Corridor shall be eliminated. �'tc.'� 8Y / bo ��� 2. Each outdoor luminaire equipped with a lamp that emits 3,000 w w _0Q a�oM oa,Q ��9� �Q\A�� or more initial lumens shall be a full cutoff luminaire and shall I be arranged or shielded to reflect light away from adjoining �ONAL °' 1 residential districts and away from adjacent roads. The spillover of lighting from luminaires onto public roads and Date: c,�SS property in residential or rural areas zoning districts shall not September 26, 2016 � dl t half f h d exceeone aoocane. Revision: �- 3. Contractor shall use extreme caution excavating near or around the existing FIBER-OPTIC CABLE labeled "UGU-FO" along U.S. 250. Contractor shall hand -excavate for the � e installation of the waterline tapping sleeve. See sheet C5.1 for 5° o�S,QG' / detail. In the event of damage to the UGU-FO, Contractor shall immediately call (800)283-4237. / 20' 0 20' 40' 80' FEET Scale: 1"=20' Sheet No.: C4,00 S copyright © 2016 by Woolley Engineering 4of7 o n / Qh 110 cc CpNC l / \/ / N�1'O 7° \ U HAWTHORN! 4„ ALBEMARLE COUNTY SERVICE AUTHORITY I 1 IRF. 4 �cD6GW0OD UTILITY EASEMENT J / / / / / \ / o �1 D.B. 1157, PG. 715, 718 (PLAT) LS/ D.B. 1132, PG. 117 WM S\ TLM480.55 L O'QO 2 �/' Oq�f'/FSJ �OJ `S O / F2j /OS 4 5.46 + MANHOLE TOP = 457.02 \ \ \ C INV IN = 448.3 �4" PVC FROM NE) \ \ \ INV IN = 448.3' 6" PVC FROM SW \ \ J INV OUT = 448.2' (6" PVC TO NW) O \ D s �C S8 1 a . �C/�. CCNC \ \ 1 \ \ \�c� TEM 494.91' 2 O/`ST'q/l/ . 64p I RAF \\D \ I \ 1 \ O Q1 1 VC' I 4 TOP 496.19 O MH INV IN = 487.6 FROM1'1� n.^p c� INV IN = 488.9 FROM3HAPPY BOXES I INV OUT = 470.8' (TO )� PVC � SPIGOT \ \ - �� INDOOR SELF -STORAGE FACILITY 3 STORY WAREHOUSE BUILDING0 7 PARKING SPACES 0 3 FFE: 476.50, BFE: 462.50 _ , \ \ ` — — c; NS TOP = 496.32' , 1 \ \ \ \ �' K W INV OUT 490.2 (TO #2) O \ \ \ \ \ \ _ \ \ \ \� r �\ 1 cc\ (18" RCP) EL 458.35' c, SPIGOT o �TMP 07800--00 00-013A0 \ s HAIRY BOXES PANTOPS- LLG- — — \ \ \ /% �\ D.B`>4758, PG. 710 — \ \ / \�•� �'� I/ c ��� D.B. 407,P-D. (PL��T MH ss \ \ \ \ D.B.3045, PG. 558, 566 (PLAT) �_ _ boo I IS 0 -C6MONWEALTH OF VIRGMIAJH kWAY / % o _ / /ii // o� i T // �( 1 / �o v } \ \ / — CERTIFICATE�O�TAKE ; , _ ; / / / / i / jaw`'/ // /// J \ 1 / PLAT BOQK XI, Pp. 105 , �.\ / � � / � / /i/ /i / / / % / / �i % / // % / — - / + T.O.L. 464.80 l l \\ O //i/////ii/�i�/ ®/ii//iii \ ///// / //// / // / \ \ 4 STORMWATER 2 / / //i // / / // / / / / / '� �� '/� / // //i /iii /� �/ I sp / � MANAGEMENT FACILITY / / / /i / �i/ /% i / / // /// / / / / \ \ Q /cOT��// / i/i���//i%//�/�%// //// zj j// / 1 10 2� v / \ 6 ,6J // i///�//%i i/i// j/ 01�P G \ Q \ c' i % i/ �/ - / / // / //// / / // / /iii / / / / // �00 \� \ \ � � j / /j / / j / / / j /� / j / / �/\ / a -� S SPIGOT p A� op 6 ii/ j jii�i//// i///�/iii/ / ' '/% i %%/ / ��• �0�`�' �0� O I / / / 0 / // / NY \ / WELL /j \ 0'i 20. ?sr Q4/ 1161 660 \ DI 20 0 20 40 80 FEET 6�51'�� IC / S CO) P V/ / � / i I 2 I I I l / I / / an I , VIRGINIA GRID NORTH �P\ SOUTH ZONE Q (NAD-83) (1994) l09" �90 �qy �r'li pF� c , 17OS 0 -1 WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville -Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Suburban Capital, Inc. 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN Q z p F— n1 W Z Q LL.I CL O Q W co LU X J O Q m IL �- 4) O � U GRADING PLAN Job Number: 1610 zU •`O'C` IR W. LLEY C AQ 37088 a & �ww 1 G O� S10NAL Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: C5.0 5of7 copyright © 2016 by Woolley Engineering MANHOLE TOP = 457.02' INV IN = 448.3' (4" PVC FROM INV IN = 448.2 4' PVC FROM SE INV IN = 448.3' (6" PVC FROM SW) INV OUT = 448.2' (6" PVC TO NW) SS# 1:EXMH TOP = 457.02' INV IN = 448.3' /TBM #3 INV OUT = 448.2' �EL=458.35' �J Q �p 'o �� / Q� Q Q- SS#2:MH O TOP = 456.0' \ INV IN = 450.0' INV OUT = 449.9' c, LEGEND: ASPH = ASPHALT = LIGHT BW = BOTTOM OF WALL CO = CLEAN -OUT C OR CONC. = CONCRETE = LIGHT ON CONC. BASE COV. = COVERED CSW = CONCRETE SIDEWALK = TEMPORARY BENCH MARK DI = STORM DROP INLET Da WATER VALVE DS = DRAIN SPOUT EP = EDGE OF PAVEMENT = FIRE HYDRANT FIFE = FINISHED FLOOR ELEVATION FO = FIBER OPTIC Fx = TRANSFORMER IRON ROD FOUND N❑ = TELEVISION BOX MHIRF = MANHOLE T = TELEPHONE BOX NS = NAIL SET SD = STORM DRAIN LINE SS = SANITARY SEWER LINE TBM = TEMPORARY BENCH MARK TOL = TOP OF LANDING TW = TOP OF WALL UGE = UNDERGROUND ELECTRIC LINE WL = UNDERGROUND WATERLINE ? = UNKNOWN OR UNVERIFIED LOCATION o� c� � v s s o \ Q \ \ �' �' ,� \ o � \ pgRk/AI BIORETENTION FOREBAY 483 c.f. @ 1.5' depth 2:1 length/width ratio J'f \ LEVEL SPREADER SS#3:MH \ \ TOP = 457.5' \ \ INV IN = 450.6' INV OUT = 450.5 \ ' 6,A \ GRASS CHANNEL OSS \� sspina?. / 2 I SPIGOT oe 2ASS6 FD��S 0 p�, s 'OUP Eys 68 i�sF l \ O 97- 6" PVC SS \ SS \ SS#4:MH \ TOP = 459.5' Q - - \ INV IN = 453.1' \ INV OUT = 453.0' / \ \ WELL ® /E y*1 \ / SS#5:MH HW �<-` / TOP = 460.0' INV IN = 455.1' \ \ 3o HOPE INV OUT = 455.0' \ DI ' 0 j© F. S -�n p EX. FIBER OPTIC CABLE NOT TO BE DISTURBED ALBEMARLE COUNTY SERVICE AUTHORITY 6" TEE IRFG . UTILITY EASEMENT D.B. 1157, PG. 715, 718 (PLAT) WM . �\ D.B. 1132, PG. 117 M / 6" MJ PLUG WITH 2" TAP 2" VALVE AND BLOW -OFF ASSEMBLY 55 // 5 / 10 ST # 10: 24" ES-1 INV OUT = 458.0 / EC-1, CL.I 01 / L = 16' G� OVERFLOW CHANNEL V /\ V ♦ R L 1 n 1 LX V r\ L V L Ls-J POST INDICATOR VALVE ST # 23 DI-213 -4sA TOP ELEV = 483.0 tiglT ST # 22 DI-1 TOP ELEV = 482.0 3 000 2�8 SOUTH ZONE \ Q (NAD-83) (1994) ,p�� �� ti�o�o �p A� ��W` jy ,Pp94J 2 S p S �9T ? Ac OF J Boo��\���Nq c /pS 90 0 Tno - AOr 10' 3 S TOP = 496.32' INV OUT = 490.2' (TO #2) (18" RCP) SUUKUL 51KUU UKL NOT FOUND INV = 470.61' ST # 13 MH-1 U.b. 11.5Z, F'b. I I / / 12 \ TOP ELEV = 477.0 XI, PLAT BOOK PG. 105 1.3266 AC. / / ST # 12: DI-7 INV IN INV IN (24") = 469.3 NOQ�S / TOP INV IN469.0 LE 5.3 INV OUT 5 469.20.5 / 202 / INV OUT = 468.9 / OQOS G� PS�� / O / ST # 1 1: DI-7 / TOP ELEV = 467.5 INV IN = 469.0 01�p1 INV OUT = 468.9 00� MAN -4Q �905, QG• 1 20' 0 20' 40' 80' FEET No I WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville • Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Suburban Capital, Inc. 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN Q 7 p ry F- n1 Z W Q W CL Q Q/ 0 Q W � W co X J 0 Q m IL r 0 � U UTILITIES PLAN Job Number: 1610 zx �r •`O,C` W. LLEY C AQ 37088 a & �ww ti G o� SIONAL Date: September 26, 2016 Revision: Scale: 1"=20' Sheet No.: C6.0 6of7 copyright © 2016 by Woolley Engineering TREE CANOPY CALCULATIONS (@ 10 YRS) SPECIES HEIGHT AREA/PLANT AREA/SPECIES AMELANCHIER 19.5 130 SQ. FT. 130 SQ. FT. CARPINUS BETULUS 20' 177 SQ. FT. 1,239 SQ. FT. ILEX CORNUTA 5' 14 SQ. FT. 238 SQ. FT. ILEX VERTICILLATA 8' 41 SQ. FT. 164 SQ. FT. TOTAL PROPOSED CANOPY 1, 771 SQ. FT. (0.04 ACRES) EXISTING CANOPY 0.0 ACRES TOTAL AREA COVERED 0.04 ACRES (3 %) IMPERVIOUS SURFACE CALCULATIONS INTERIOR LANDSCAPE AREA CALCULATIONS TYPE AREA AC NOTES PARKING/ROADS 0.21 SIDEWALK/HARDSCAPE 0.07 INTERIOR LANDSCAPE .50 29.8% OF PARKING AND CIRCULATION TYPE AREA AC PERCENT OF TOTAL NOTES TOTAL 1.33 100.0% BUILDING FOOTPRINT 0.55 41.47o PARKING/ROADS 0.21 15.8% SIDEWALK/HARDSCAPE 0.07 5.3% OPEN SPACE 0.50 37.6% MANHOLE TOP = 457.02' INV IN = 448.3' (4" PVC FROM INV IN = 448.2 4' PVC FROM SE INV IN = 448.3' (6" PVC FROM SW) INV OUT = 448.2' (6" PVC TO NW) �c �C-2 /TBM #3 �EL=458.35' Q / Q Q LANDSCAPE CALCULATIONS TOTAL PARKING SPACES 7 TREES REQ'D PER SPACE 1 /10 TREES REQUIRED 0.7 TREES PROVIDED 1 LEGEND: ASPH = ASPHALT = LIGHT BW = BOTTOM OF WALL CO = CLEAN -OUT C OR CONC. = CONCRETE F0_\1 = LIGHT ON CONC. BASE COV. = COVERED CSW = CONCRETE SIDEWALK = TEMPORARY BENCH MARK DI = STORM DROP INLET Da =WATER VALVE DS = DRAIN SPOUT EP = EDGE OF PAVEMENT = FIRE HYDRANT FIFE = FINISHED FLOOR ELEVATION sa FO = FIBER OPTIC FE = TRANSFORMER IRF =IRON ROD FOUND = TELEVISION BOX MH = MANHOLE T ❑ = TELEPHONE BOX NS = NAIL SET SD = STORM DRAIN LINE SS = SANITARY SEWER LINE TBM = TEMPORARY BENCH MARK TOL = TOP OF LANDING TW = TOP OF WALL UGE = UNDERGROUND ELECTRIC LINE WL = UNDERGROUND WATERLINE ? = UNKNOWN OR UNVERIFIED LOCATION o� c� � v oR��=I)��;:Z\j �� Q Qom• ��hD� NCO MH ? GG (17) DWARF BURFORD HOLLY 2'-0" O.C., Ht. = 2' (1) SERVICEBERRY 2.5" Caliper `1E'LM=41 '\ 80,55 7 22 �S C� 0/0 l s s , 600�A� ��'6 ,os / '67' (4) WINTERBERRY HOLLY 24" Height TBM #2. ^ 19 HAPPY BOXES - INDOOR SELF -STORAGE FACILITY 3 STORY WAREHOUSE BUILDING ' 7 PARKING SPACES FIFE: 476.50, BFE: 462.50 TMP 07800-00-00-013AO 0� \ HAPPY BOXES PANTOPS LLC / D.B. 4758, PG. 710 13 �pQ� D.B. 407, PG. 86 (PLAT) O D.B. 3045, PG. 558, 566 (PLAT) 0 SOURCE STRUCTURE COMMONWEALTH OF VIRGINIA HIGHWAY / NOT FOUND '7 CERTIFICATE OF TAKE / INV = 470.61' _ D.B. 1132, PG. 117 / \ PLAT BOOK A PG. 105 / 12 1.3266 AC. / \ 4sp'yglT \ \ \ \ �g� STORMWATER \ Q MANAGEMENT FACILITY i 2AS FD S� 0 6 ocFOP OU,p�s 8 0 &t 4T\ 4 / 10 LANDSCAPE LEGEND \ \ OB 190,0 \ / / 50 �O�FJ, QG' \ \ 68? 660rA1 W 452 \ DI ' 0 j© F S -�n P VIRGINIA GRID NORTH SOUTH ZONE (NAD-83) (1994) �gyTl 0/'bIr c '0S (7) FASTIGATE EUROPEAN HORNBEAM 3.5" Caliper S80 s/cyT D�ST O gNCF 0 TOP = 496.19' INV IN = 487.6 FROM 1 n. INV IN = 488.9 FROM 3 INV OUT = 470.8' (TO 4) \a / 3 NS TOP -= 496.32' G INV OUT = 490.2' (TO #2) �0, (18" RCP) ` CSC Lac c G \ a SYMBOL IKEY QTY I BOTANICAL COMMON SIZE NOTES 0 1 AMELANCHIER SERVICEBERRY 2.5" Cal. 7 CARPINUS BETULUS FASTIGIATE EUROPEAN 3.5" Cal. HORNBEAM ® 17 ILEX CORNUTA DWARF BURFORD HOLLY 24" Height 2'-0" O.C. 4 ILEX VERTICILLATA WINTERBERRY HOLLY 24" Height 20' 0 20' 40' 80' FEET 0 WOOLLEY ENGINEERING Consulting Civil Engineers 220 East High Street Charlottesville • Virginia 22902 (434) 973.0045 www.Woolley-Eng.com Owner Suburban Capital, Inc. 289 Indepedence Blvd. Suite 300 Virginia Beach, Virginia 23462 INITIAL SITE PLAN Q z L - r)- 4, U' 0 z W Q E _j LU C- Q Q/ 0 Q W LU m J 0 p Q Im LL �- 4) 0 r O � U LANDSCAPE PLAN Job Number: 1610 IIIF Jai •�O� W. LLEY C Al @ 37088 a �ww �SIONAL �O Date: September 26, 2016 Revision: Scale: 1" 20' Sheet No.: L 1 0 7of7 copyright © 2016 by Woolley Engineering