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Home My WebLink AboutSDP201900008 Plan - Submittal (First) Initial Site Plan 2019-02-19INITIAL SITE DEVELOPMENT PLAN FOR PANTOP5 CORNER SELF -STORAGE TMP 07600-00-00-005EO RIVANNA DISTRICT, AL13EMARLE COUNTY, VIRGINIA SHEET INDEX C I - COVER SNEET C2 - PROPOSED BOUNDARY LINE ADJUSTMENT C3 - EXISTING CONDITIONS DEMO PLAN C4 - REVISED CONDITIONS DEMO PLAN C5 - SITE PLAN C6 - SITE DETAILS Tax Map 78 Parcel 58G1 was rezoned to Highway Commercial per ZMA 2013-00002. The approved proffer statement is as follows: 1. Interconnectivity. Contemporaneously with, and as part of, frontage improvements along Stony Point Road (Rt. 20) required in connection with any subdivision plat or site plan for the Property, the Owner shall construct a private road from Stony Point Road (Rt. 20) across the Property to and across TIVIP 78-5A to U.S. Route 250, as labeled Road "A" on Exhibit C-1. The location, alignment and design of Road "A" may be adjusted with approval of the County Engineer. The Owner shall record an easement for the private road granting right of public passage over Road "A" which shall be recorded prior to the request for the first Certificate of Occupancy for the Property. An access easement to TMP 78- 6 shall be provided subject to an agreement between the respective owners to share the cost of maintenance and construction for shared portions of Road "A". 2. No Certificate of Occupancy until Road "A" is complete. The Owner shall not request a Certificate of Occupancy for any building on the Property until the private road connection between U.S. Route 250 and Route 20 is completed along with entrance improvements as required by the Virginia Department of Transportation. Construction of Road "A" shall be deemed complete when the County Engineer determines the roadway is safe and convenient for traffic. The location of the private road connections may vary in accordance with entrance guidelines provided by the Virginia Department of Transportation. 3. Route 24 Widetr%ng. The Owner shall not request a Certificate of Occupancy for any building on the Property until the Owner has constructed a second north bound lane on Route 20 along the frontage of the Property such that two full north bound lanes are provided on Route 20 from its intersection with U.S. Route 250 to the intersection of Road "A" and Route 20. tl f EXIST NEW DESCRIPTION I ' TO, x 12' TC TOP OF CURB ELEVATION DRAIN INLET (DI) t 2 SPOT ELEVATION °i Is, T - A, x X 25 TSV TOP OF WALL ELEVATION it's , X 12'B�N BOTTOM OF WALL ELEVATION *1"` 8 8 161 $ BENCHMARK WATER VALVE & BOX .. STORM SEWER FD, ROOF DRAIN SEWER LINE WATER LINE ----....-..�M,.. –� GAS GAS LINE OHE OVERHEAD ELECTRIC WIRE UNDERGROUND ELECTRIC ...•�° oHT OVERHEAD TELEPHONE LINE GRADING EASEMENT ,rT UNDERGROUND TELEPHONE LINE DRAINAGE EASEMENT PROPERTY LINE — – – — ADJACENT PROPERTY LINE -a. .. p.u.v. VACATED PROPERTY LINE WATER EASEMENT BUILDING SETBACK y\ PARKING SETBACK EXIST NEW DESCRIPTION __r.....r...a.: w. Qty SIDEWALK DRAIN INLET (DI) 0 ®0 HANDICAP PARKING STORM/SANITARY MANHOLE RIPRAP 8 C PLUG *1"` 8 8 161 $ ASPHALT WATER VALVE & BOX .. GRASS FIRE HYDRANT EC -2 MATTING WATER METER f-� LIGHT POLE UTILITY POLE .. A. w._:..N... SANITARY EASEMENT _._...._.,_._...–_..._ — — GRADING EASEMENT DRAINAGE EASEMENT :M. UTILITY EASEMENT -a. .. p.u.v. WATER EASEMENT ACCESS EASEMENT STORM DRAINAGE EASEMENT VICINITY MAP SCALE: 1"=500' IMAGE PROVIDED BY ALBEM/ARLE COUN I Y UIS WEB MAF'F'INU SIT it I Elm am EXIST NEW DESCRIPTION EXIST TREE UNE 1Q ___.....__...._,.....ri �— FENCE STREAM , INTERVAL CONTOUR _. t -00 -- o INDEX CONTOUR"m Cc --2 STANDARD 6" CURB 4-I F G –r COMBINATION 6" CURB & ,w..._ GUTTER u .... .....:.....mh PARKING COUNT CONCRETE PAVEMENT __r.....r...a.: w. Qty SIDEWALK out CG -12 Mini -Warehouse HANDICAP PARKING 182,429 sf RIPRAP 8 16 Total 8 8 161 $ ASPHALT 16 GRASS EC -2 MATTING EC -3 MATTING WETLAND NEW DESCRIPTION 10 PARKING COUNT 1 CROSSWALK Qty HANDICAP ACCESSIBLE AISLE out CG -12 Mini -Warehouse HANDICAP PARKING NOTE: 1. THE SIZE OF THE SYMBOLS MAY VARY FROM WHAT IS SHOWN. PARKING Proposed Parking: As per Section 4.12.7(a) of the zoning ordinance, 12 parking are provided for an 82,429 square foot self–storage facility.. It is anticipated that not more than two employees will be present at any given time at the site, and the remaining 10 spaces is more than sufficient to accomodate the trip generations provided herein. OWNER I DEVELOPER Owner: Pantops, LC. 1100 Harris Street Charlottesville, VA 22903 Developer: Landstriker LLC 250 West Main Street Suite 201 Charlottesville, VA 22902 ZONING TMP 78-5E: HC – Highway Commercial, EC – Entrance Corridor TMP 78-58G1: HC – Highway Commercial, EC – Entrance Corridor Per Approved Application Plan. ZMA 2013-00002. SOURCE OF TITLE Tax Map 78, Parcel 5A, 5B & 58G1: DB 4358 PG 684 MAGISTERIAL DISTRICT Rivanna BENCHMARK Datum for topography is NAVD88. SOURCE OF BOUNDARY & TOPO Boundary & topographic survey information provided by: Field, survey provided by Roger W. Ray & Associates, Inc. on March 23, 2018. Datum for topography NAVD88. BUILDING HEIGHT Maximum: 65' SETBACKS Front minimum = 10 FT from right—of—way. Front maximum = 30 FT from right-of—way. Side/Rear lots zoned Highway Commercial, primary structures will be constructed and separated in accordance with the current edition of the Building Code. No Side/Rear max setback. Self—storage building complies with stepback front requirement. For each story that begins above 40 FT in height or for each story above the third story, whichever is less, the minimum stepback shall be 15 FT. EXISTING USE Vacant lot STEEP SLOPES Managed and Preserved Slopes are shown on C3 and C4 PROPOSED USE New 82,429 SF Self–Storage Building, LAND USE SCHEDULE EXISTING Area % Ex. Buildings 0 SF 0.0 Ex. Pavement 11,260 SF 23.3% Open space 37,089 SF 76.7% Total= 48,349 SF (1.11 ac.) PROPOSED Area % New Buildings 16,689 SF 34.5% New Pavement 16,448 SF 34.1% New Sidewalk 4,758 SF 9.8% Open space 10.454 SF 21.6% Total= 48,349 SF (1.11 ac) Total Impervious Area = 37,895 SF (78.47.) WATERSHEDS This site lies within the Upper Rivanno River Watershed. This site is not within a watershed of a public water supply. FLOOD ZONE According to the FEMA Flood Insurance Rate Map, effective date February 4, 2005 (Community Panel 51003CO287D), portions of this property lie within a Zone AE 100–year flood plain. TRIP GENERATION Trip generation reflects AM and PM peak hour traffic. ep U JUS111 S imp 5183 AM PM Use Description ITE Qty in out Total in out ITotal Mini -Warehouse 151 182,429 sf 8 8 16 8 8 16 Total 8 8 161 $ 81 16 Trip generation reflects AM and PM peak hour traffic. ep U JUS111 S imp 5183 URVE DELTA RADIUS j ARC TANGENT CHORD CHORD BEARING C1 57'40'35" 220-00 221.46 121.14 212.23 S43'35'1 0"E C2 - -------- - - 15'05'31 220,00 57.95 29.14 j 57.78 S07'1 2'07"E C3 1'112'01 1392.40 F 29.17 14.58 29.17 N34'38'56"E LINE BEARING DISTANCE L'11 S72*25'28"E 37.99' N89*36'59"W 17.96' L,3 --- --------- NOO*01'00"E 3.45 YOTH ACSA S89"25'16"W 27.07' L'5 N54' 5 8 '43' 'E 2Q 22' L16 N57-02'20 12 E 1.78' APPROX. LOCATION 16.5 ESMT FOR AMERICAN TELEPHONE & TELEGRAPH CO.OF VA 100 YR /LOODPLAIN (D.B.986-364) [- -- — — — -- — - IT 15' TEMPORARY GRADING ESMT WINDING RIVER LANE ACCESS ESMT: MONUMENT SIGN ESMT 20' ACSA SAN. ESMT T 1 p 11111-1 7 P A i T( -,)F,-, ,--- (" I Q E Vl'--�) F-1 1) 20' SHARED PRIVATE DRAINAGE ESMT 0'39"W 375.73' APPROX. LOCATION UTILITY ESMT FOR VEPCO & ACSA (D.B.1129-261 & HWY.P.B.X1-89 THRU 93) C) 0 Ct 0 11 0) Lr) M n 64 cl� o (7) w C4 N 0 Co Lo UJI < < ot o Co > CF) Cj C14 A I < CID MX ' ACSA 20 0 NEW BOUNDARY 6�L . ESMT UTIL 20' ACSA--'- V-71L--t��w "NA I L -r SET Q0 OD ro 40 0 40 80 129 Scale: 1 "=40' Ap' VARIABLE "D YOTH ACSA UTIL ESMT ACCESS ESMTT NAIL FOUND -D J (2- 0 13) NAIL T F) c - C A P FOUND (2013) �J) 40 0 40 80 129 Scale: 1 "=40' Ap' P 7('--)'-5K I i!.1 F OR P-EC"G 100 YR ,FLOODPLAIN BFE=342.0' APPROX. LIMITS OF STATE DAM INUNDATION ZONE TAKEN FROM ALBEMARLE COUNTY GIS DATA APPROX. LOCAICAN ROIVIT unp kATI TELEPHONE EPHONES& Note: This sheet along with sheet 5 reflects a concurrent design of the final site plan for the Pantops Corner development along with the associated road, utility, and ARB applucation plans. 11,1111 r, Ilvd II F It I Ii,!1 ai 15' TEMPORARY GRADING ESMT 0 ■ ■ ■ ■ Scale: ,. APPROX. LOCATION UTILITY ESMT FOR VEPCO & ACSA (D.B.1129-261 & H\NY.P.B.X1-89 THRU 93) ( E �E I. jED` l I ----------1- - 0 0 C1 O LO I 7 C-4 0m I QomLo ❑ _ 7C (FN y�';d ❑ E d "t w � LJ 2: .M°°� aU") j ¢N N N mX 0 ❑ tY] � r a ❑ m }= o0 3: 2 V NAIL DAP FO(JND (20A3) Q �0 LoLilo N NW W 4 Z �- z L W :5j 47) z IF D N r W d W < f I- v) W _ V) Z V) � rr 0 d J W (E "a 0) c� 0 r �- Date 02/19/2019 Scale 1 " — 40' Sheet NQ. 4 OF 0 File No. 12.025 WINDING RIVER i 20 0 ti f- 07 Sc a fe: 20 40 60