The URL can be used to link to this page

Home My WebLink AboutARB202300004 Plan - Submittal (First) 2023-01-06LEGEND EXISTING NEW 10 0 10 311.5 x 21� 311.5 TC x 21 311.5 TW x 311.5 BW x x x m - OHU OHU - OHU OHO - I1�1 - UCU UCU - �O q �O s S 0 O A A GAS - DESCRIPTION BOUNDARIES BENCHMARK SITE PROPERTY LINE ADJACENT PROPERTY LINE BUILDING SETBACK PARKING SETBACK SITE TEXT PARKING COUNT TOPOGRAPHY INDEX CONTOUR INTERVAL CONTOUR SPOT ELEVATION TOP OF CURB ELEVATION TOP OF WALL ELEVATION BOTTOM OF WALL ELEVATION STREAM STREAM BUFFER 100 YEAR FLOODPLAIN BUILDING BUILDING RETAINING WALL STAIRS EDGE OF PAVEMENT ROAD CENTERLINE FRONT OF CURB BACK OF CURB CG-12 TRUNCATED DOME SIDEWALK BIKE PARKING HANDICAP ACCESSIBLE AISLE HANDICAP PARKING MATERIAL CONCRETE RIPRAP ASPHALT EC-2 MATTING EC-3 MATTING WETLAND TREELINE FENCE UTILITY UTILITY POLE GUY WIRE OVERHEAD UTILITY UNDERGROUND UTILITY STORM STORM MANHOLE DROP INLET STORM SEWER ROOF DRAIN SANITARY SANITARY MANHOLE SANITARY SEWER MAIN SANITARY SEWER LATERAL WATER WATER LINE WATER METER WATER METER VAULT FIRE HYDRANT FIRE DEPARTMENT CONNECTION GAS GAS LINE EASEMENTS CONSTRUCTION GRADING ACCESS SIGHT DISTANCE UTILITY STORMWATER FACILITY MAINTENANCE STORMWATER ACCESS DRAINAGE SANITARY WATERLINE GASLINE OWNER/DEVELOPER TAP Investments LLC 2903 North Augusta Street Staunton, VA 22401 ZONING HC - Highway Commercial Steep Slopes - Managed only AIA - Airport Impact Area EC - Entrance Corridor Overlay SETBACKS FRONT MINIMUM: 10' from the right-of-way or the exterior edge of the sidewalk if the sidewalk is outside of the right-of-way FRONT MAXIMUM: 30' from the right-of-way or the exterior redge of the sidewalk if the sidewalk is outside of the right-of-way SIDE MINIMUM: No minimum side setback if abutting lot is zoned commercial or industrial SIDE MAXIMUM: None REAR MINIMUM: None REAR MAXIMUM: None DISTRICT Rio Magisterial District SOURCE OF TITLE INSTRUMENT NO. 202200004019 SOURCE OF BOUNDARY AND TOPOGRAPHY A Boundary Survey and partial physical survey, locating utilities, was prepared by Forsight Surveying LLC 2-FT contours are imported from LIDAR data Additional data is downloaded from Albemarle County GIS BENCHMARK NAVD88 FLOODZONE According to the FEMA Flood Insurance Rate Map, effective February 04, 2005(Community Panel 51003CO280D) no portion of this property lies within the floodplain. RESERVOIR WATERSHED This site is within the South Fork Rivanna River Watershed, below the reservoir. This site is not within a public water supply watershed. DAM BREAK INUNDATION ZONE The parcel is not within the State Dam Break Inundation Zone and is not within the Federal Dam Break Inundation Zone WATER & SANITARY SERVICES Site is served by Albemarle County Service Authority. GENERAL CONSTRUCTION NOTES 1. Prior to any construction within any existing right-of-way, including connection to any existing road, a permit shall be obtained from the Virginia Department of Transit (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. 2. All materials and construction methods shall conform to the current specifications and standards of VDOT unless otherwise noted. 3. 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. 4. All slopes and disturbed areas are to be fertilized, seeded and mulched. 5. The maximum allowable slope is 2:1 (horizontal:vertical). Where reasonably obtainable, lesser slopes of 3:1 or better are to be acheived. 6. 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. 7. All traffic control signs shall conform with the Virginia Manual for Uniform Traffic Control Devices. 8. Unless othrewise noted all concrete pipe shall be reinforced concrete pipe - Class III. 9. All excavation for underground pipe installation must comply with OSHA Standards for the Construction Industry (29 CFR Part 1926). GENERAL WATER & SEWER NOTES 1. Work shall be subject to inspection by Albemarle County Service Authority 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 contractors 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 and 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" (1-800-552-7001). 6. All water and sewer pipes shall have a minimum of 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 deadend lines shall be rodded to provided adequate restraint for the valve during a future extension of the line. 9. Trees are not permitted in the ACSA easement. 10. The contractor shall be responsible to comply with the no -lead regulation regarding brass fittings effective January 4, 2014 (Senate Bill 3874 which amends the Safe Drinking Water Act). 11. All public water and sewer facilities shall be dedicated to the Albemarle County Service Authority. 12. Backflow prevention is required for all connections to the water main. BUILDING HEIGHTS Maximum Allowable: 65' Proposed Height: 50' (self -storage building) EXISTING USE Vacant PROPOSED USE Building A: 10,000 SF Daycare (1-story) Building B : 100,400 SF Self -Storage (4-story) Building C : 20,250 SF Wholsale Distribution (upper level) 10,000 SF General Retail (lower level) Building D : 3,928 SF Drive -through car wash Building E : 1,458 SF Drive -through oil change service Building F : 2,210 SF Drive -through specialty food store INITIAL SITE DEVELOPMENT PLAN SEMINOLE HEIGHTS County File Number Pending TAX MAP 45, PARCEL 68C ALBEMARLE COUNTY, VIRGINIA VICINITY MAP SCALE: 1°=1000' Map provided by Google.com SHEET INDEX SHIMP PARKING SCHEDULE C1 COVER Building A 39 spaces required 39 spaces provided Building B 4 spaces required 4 spaces provided C2 EXISTING CONDITIONS ENGINEERING Building C (food distribution) 30 spaces required 30 spaces provided LAND PLANNING - PROJECT MANAGEMENT Building C (general retail) 65 spaces required 43 spaces provided C3 SITE LAYOUT Building D 3 spaces required 4 spaces provided Building E 4 spaces required 7 spaces provided C4 GRADING & UTILITY PLAN 912 E. HIGH ST. 434,227,5140 Building F 5 spaces required 5 spaces provided CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM SIGNS All signs and pavement shall conform with the latest edition of the MUTCD Guidelines. A sign permit must be issued in accordance with the Albemarle County Sign Regulations prior to placement of any signs on -site. GENERAL NOTES 1. The information and data shown or indicated with respect to the existing underground utilities at or contiguous to the site are based on information and data furnished to the owner and engineer by the owners of such underground facilities or others. The owner or engineer shall not be responsible for the accuracy or completeness of such information or data. The contractor shall have full responsibility for confirming the accuracy of the data, for locating all underground utilities, for coordination of the work with owners of such underground utilities during construction, for the safety and protection thereof and repairing any damage thereto resulting from the work. All of these conditions shall be met at no additional cost to the owner. The contractor shall contact "Miss Utilities" of Virginia at 1-800-552-7001 prior to the start of work. 2. When working adjacent to existing structures, poles, etc., the contractor shall use whatever methods that are necessary to protect structures from damage. Replacement of damaged structures shall be at the contractor's expense. 3. The contractor shall be responsible for protecting all existing site structures from damage and coordinating work so that the owner can make necessary arrangements to modify/protect existing structures from damages. 4. The contractor shall be responsible for notifying all utility owners, adjacent land owners whose property may be impacted and the Virginia Department of Transportation prior to completing any off -site work. 5. Contractor shall notify and coordinate all work involving existing utilities with utility owners, at least 72 hours prior to the start of construction. 6. Contractor shall immediately report any discrepancies between existing conditions and contract documents to the owner and engineer. 7. Contractor shall submit for the approval of the owner submittals of all specified materials listed in the plans, to include shop drawings, manufacturer's specifications and laboratory reports. the owner's approval of submittals will be general and will not relieve the the contractor from the responsibility of adherence to the contract and for any error that may exist. 8. All bare areas shall be scarified, limed, fertilized, seeded and mulched. 9. All trees, saplings, brush, etc. shall be removed from within the right of way and the drainage easements. 10. Visibility of all mechanical equipment from the Entrance Corridor shall be eliminated. 11. Retaining walls require separate building permits. 12. All water service lines, sanitary laterals, and sprinkler lines must be visually inspected by the Albemarle County Building Department from the main to the structure. 13. Building or structures built before January 1, 1985 must have an asbestos survey performed in order to apply for a permit. Asbestos removal permits are required is positive for such from Albemarle County and VDOLI. Contact VDOLI for additional requirements and permits for demolition projects. 14. Where the flood level rims of plumbing fixtures are below the elevation of the manhole cover of the next upstream manhole in the public sewer, the fixtures shall be protected by a backwater valve installed in the building drain, branch of the building drain, or horizontal branch serving such fixtures. Plumbing fixtures having flood level rims above the elevation of the manhole cover of the next upstream manhole in the public sewer shall not discharge through a backwater valve. APPROVALS Current Development Planner Date Current Development Engineer Date Fire Official Date Building Official Date Albemarle County Service Authority Date Virginia Department of Transportation Date Architectural Review Board Date O L o gN, NSTI�o. HIMP a 45183 A0 K4%JONAL INITIAL SITE DEVELOPMENT PLAN SEMINOLE HEIGHTS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.10.03 REVISION: FILE NO. SITE PLAN 21.086 C1 \ I I I I ♦--- A I I / \ I )1 ; - \ \ 1 , I li li i I,T v ` \ - - - -------�/ K , __ 1 I 1 I I I 1 , I , I, 1; I; 1; / --_--------' -' -_______________________________________________—__—_—__________, I \ i 1 I \ -- - - - - __ __ \; \ 1 \ \ \ \ \ \ \ \ _ ------------------------------- - T P 45-68 \ \ --- - "" �� \ 1\ \ \\ 1\\\\\� `\ \ ----- --- - M-=----- HER "-_-_ \ ` — --------'" " -_ , I \ \ \ \\\ \ \ \�� -- —__ - - Id%€�ANIIRS TR AMATO. CHRIS�THER B GLE4SZ3Ff—�_ -- II II I % I ___ s , + __-_ — _------- \ \ \ \ - — —_— -- - HUNTER W WOOD, TRUSTEES - I III I ' - -------- __-- — — -----If`LST _j�2020�00'IT55E-- _ / \ 26 -- _ - - I Connect ' I \ I\, 1! ,��+�+ l ---- _ - ---__- _ —_ ___ ------- _- _---_—_ -_- - - — - _ ` - --" -- ------ _______- III Berkm J i l / / —' —x ---- - \ \ \ \ \ — _ - _ ---_-_ -_- _ _ —_— __ _ - -_--_- _ — ' - L - - ------ I — - - — _ - -- _ _ _ _ _ - - --- - _- \--` ---- ---- ----"'--------- —x —x —x _ _ + _ __ _ _ _ _ 1 I I 1 \ I I \ �•' \\ , /J�/ _— C--- --- ---\-- _�__ _ __E�_ __ 1 -- f- __-- — l , , � X 28' �,.` _\ --� '". x � ! \ , \ � _ ` \ __- �_- _`\`\ — t `.\ � Ir - \ S�58°00'4'-E 797.0 w—ww—w w—w—w—w xYw w—w—ww w www` ww \ w—w—w w—w—w}w—w—ww ow —w w w �w—w w—w—w— `—\ Iw—w Iw ` EX. 20WL ESMT. `,QB 388 PG 66 `\\ \\ -, Managed slop�S I �\ ( i ; i ; ( i I ; C: CD v OJ / �C/) I / i 1 I / , I / I I / I l I / 1 , I I ' Q� 1 W �1 r— I � , I I 1 I 1 / I I I / I I 1 , / I I I / 1 ' I 1 I / f I / I I\ / I I / II \ I \ CO 1\I� IIII ; Managed slopes -0 ' -` i \ - --' ,'-- / ,'--v ,/ I v' I / I 1 v / ,' / CIO v • I , / I ,' I / \ I I I 1 I 1 I II % � TMP; 45-68G' 1 I I � / , ,r , EX. GUARD RAIL ESMT�/ / — — \ / / i r i I r ' q �� ; ; ( ` D_B 1439 PG Jg&' , / / / /�F TAP 1NVESTME�NTS LL DB /4863 PG 1461 5.718 A I / / / EX. VEPCO ESMT. __- \ DB 307 PG 413 slopes / — — ' __ i — _ __ _ ______ A _____________________________ ��'�y �j \J�-- '=i-y-_ \ L___ ___/__\----__--- / /-_-_-_________ _ -- -- - -'- ----- -'1*0 --------------- - to nne ----- _ - - - - — — - — {I . —. —• —" -- _ — � � � ----J` �� '/ �/�/ /i � Sanita y Sewer x x_--x ya x x �s on cent / ----- --_ - -- - ----- --=. - 0— —pa cel ---------- - » I ��e I 1 ` -- "% x —•� — -------------- -- -- ------ - --- I I I ��------- -- x — 50 _ � - - r � TMP 45 68C1 \ - — ----- - �I- / II LLC -- _ l I l r --'' '-- __ — --�-- --� /� V\�/ ! i/ MADB0486R0 PC R 46� �__--- Tom' /� �/ I \ _ NE I 1 l IF I I 1-1 1 o qk 1; i�i 238*4'43° W \ 5.0' --- - \ I 1 \ 11 I 0108" W i 8. f SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM �p LTH o O ;t, U TTTSTTvjvHTMP a �lfo 45183 SIONAL E� INITIAL SITE DEVELOPMENT PLAN SEMINOLE HEIGHTS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.10.03 REVISION: FILE NO. 21.086 EXISTING CONDITIONS 30 0 30 60 90 Scale: 1 `30' C ^ / I I\ I 1 \ 1 \ I 1 \ / I / \ I 1 � I / I x � Connect t ' Berkm r Sanitary I pe \ w �.\ " _" —. —. _, w —w —w .14 I 108.8 C BUILDING A DAYCARE FACILITY BUILDING B ° 10,000 SF 4-STORY 39 PARKING SPACES SELF -STORAGE FACILITY -O 100,400 SF a � (25,100 SF/FLOOR) 4 PARKING SPACES 21 �a� o m 0 N ° 0 o , y � 5,000 SF ---'---� ' RECREATION AREA ® 64' diameter Al ® f loading / unloading '-- -- _--_80.0, .; L and drop-off area r� - - - -------- ---- - : ; -dewalk • 107.3'--- ,11 —x —• ------------- -- _- ------------------------ --------------- L-- ____- I I I J I I I 1 I I I L I � / — _ I I I I I II I ® \ I I I , 1 I 1 I I I I _____________________________________ I TMP 45-68 NET SANDRA P AMATO CHRIs1Ta cLEAsoN I Jim Price Chevrolet 11 & HUNTER W WOOD, TRUSTEES i 1 INST. #202000011556 L---------------------------------� 6------------------J I I I I I I I I I -w —w —w —w —w —w —w w w w w w w w w w w w w w w w w w w w w w w w w w w w WW W W R A w-w C) Ut I UU='T 'r) I O2 (8) 12 x 1 vacu m tatio s drivel thru ,. o. Approx. limits 3' lane 0___ - -_ __.. a - .landscape of lower level m median retail N' La! BUILDING C 0 16 ® ( ) - 12' 18' =11' bypassF � ;o'� 2-STORY va uu St a ions lane Cl f SPECIALTY WHOLESALE 2 5 14 O FOOD DISTRIBUTION (20,250 SF) _7 , I + OVER GENERAL RETAIL (10,000 SF) �o a 10' bypass lane - DII., V-- I °• 73 PARKING SPACES --- -- pick-up a 10' lane L-_._I 'I. -i 50.0' o., V --1 r-1�------ o �12.0' Sp ,z.00 —:1 un Il a rn O 4 20.0' p N 16.00' — 136.7' 5 a O n //� 12 drive-thr lane W O I I BUILDING F BUILDING E ° Malloy Ford DRIVE -THROUGH i'I DRIVE -THROUGH Connect to , d 11 SPECIALTY FOOD OIL CHA458 SERVICE Sanitary Sewer I 2,210 SF on adjacent 5 PARKING SPACES 7 PARKING SPACES parcel II I I I I I Il I I � � I I I I 1 I I I -----------J l 1 r I I I I II I i I I I I II I I I I I I I I I I I I I I jl I I j II 1 I I II II 1 I II I I i II I II I II I I I I I I I I I I I I 1 I L I JI I L 'J II I III �1 i I II ;I II - ----- - --- ------ SHIMP ENGINEERING LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM 0!OA+ 00 � 0 NSTI��o. i JS�� HIMP a lie. 45183 �`VSIONAL INITIAL SITE DEVELOPMENT PLAN SEMINOLE HEIGHTS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.10.03 REVISION: FILE NO. SITE LAYOUT PLAN WWI 120 C 31 / 4 / �/O \ \\ 1 r � O ` I I I r.______� I I I I I l\ \\ 1 I \ L J C`\ ---- I \ '\ III\\--- ' 1 A 11 I 1 I I \ \ � Ifllll' II II I\1 \` ` \`.' ---------- . 1 II \ \\ 1 '---------------------'----- 11 \ ---- ' ' ` 1 I 111 I 1 I 1 \ \ \ \\ 1 IU I �\ / / r---' `� `. `� \ ��\ ___`-�-------------'''//. __I `\\ \ 1 \11 `1 \ \ \ \ \\ \ 1 -\ I \ ; )11 ------ -- ` I\ \ 1'1'11� \� \ \ \ \ _ TMP 45_68 1 1 \I \ \ / 1 \ \ \\ \ \ \ \ __ -- , ------ _ I\ \ \ �' \ \ \ ` ` �_ — - ---- - -----C/`F"SANQRF�-AMATO, CHRISfiO�HER B GLEASDfs- _ — — - \\\\\\ \\\.\\ — — — & --t ST. 2020�00m m& TRUSTEES _--`- ' - - _ - -- - — — _ _ _ - ---- — _ — — — __ — — — — ------------------------------ Connect I ----� I I I Berkm r `�' - '-- \ .. \ --_-- _-__- __—_-_-__ -_— _ ---- _-_-_-- _ \--- -- _ -- -- - ------ \ \ __ Sanitary pe / w '�-^�- + ' -. -. -' -' -" -" , -: -. `. - \\ 4 \ _ - - — - - - _ - - - _ _ - --- -�- - 1 - —' ---. _ _ _ --._ — \ ---. _I_ h,\� . w I, w w 9 \ _0 w 10 Retaim g wall �tw --D -- -- i - 8� mou,—t — \w�— _2 9e '`" a - 481 A J 1 r, 1 ........7 I I I I � I I I // � I , •\ � 1 I __ \ �` \ I 1 1 1 I V l} 1 i I Underground Stormwater i t i 11, i BUILDING �h' Management II a 1 I I r FFE = 517/ I ---'- / ��\ B l B :i/ % UFE - 500 U 'der ou'nd /_ � � BUVLDING C r LEE 484 i vim'' l l __-- / / itnagg at�r, ----------- ---C Ivr �V.—� ,i----+Underground Star �eD2' I\ \ Co We to / 1 / I __ rMana mend / I I/ l r / l r /% / _ / / /;v F F I Stormwater 1 ^ 1 ) � + Ur erground / _ / i / I I � 1 1 / I Management / 1 I I / __ / —S�Orm Water_ / I I / / f \V 1 w r r / Mana emend - ' I I / I g--- } // on 1't i°I\ FEE = 481 \ r 1 Czq 4t, B r gnarl 11 1 Ll�Star iDradns 1 v Ir Under round r r , I I.il III I vv v ,- �/ ." I v 1 Mannement r . i / \ / 1 r.r / i / i ________ / ' — — — 1 / 1 p_, _ - -------- ---- 5t4------- ---- ---'-4-f�etainin --- ��/'/',// �% - - - --- - -- �'joi':r r y `✓IBIN ING F ii BUI IING E 510 �� ' /� ' / � ------------------- -----J LD I - 508 _ —.x _. —, -—. _ <-5 -f./- / / i 1 - i Connect to i IRetalnin - - -- --- -- 506-_-- _: :—"_" _-- ' i /�/ /i i / Sanitar Sewer \I \ _ / 1 v i i' wall - - _--'-.�I_ "- _ — — — _ _- -- ' ,' / / i � � i v I � i i j on ad}'acent / -- ---- — ---- r' -- ---- --- — — — soz =x — = = 500_ ------------------- --' -- -- - 11 8' ------ ---- — I I C 1 ! I \ I 1 \1 TIME 45 68C1 ,"------------ -- --- N/F MALLOY PROPERTIES III LL _ __--'- ram - _--- -- ---J / /'I ,/ / DID 4863 PG 461 --------------- �h I L______--_—__--____, I 11 1 I 11 \ — rrli V I I I I I I I I! r I I I I L--- ____'T I 11 I I I I I I I k— I I Lr-__ - - - - --- I L__ V I I I 1 1 1 1 1 1 --__—____ I L I I l I —� ---------- r— 1 \ _—_ _-- ----_— \ ------- 1 \ __-�_-�-- SHIMP ENGINEERING2 LAND PLANNING - PROJECT MANAGEMENT 912 E. HIGH ST. 434.227.5140 CHARLOTTESVILLE VA, 22902 JUSTIN@SHIMP-ENGINEERING.COM p,LTH 0-�� O L o JAP U JUSTIWHIMP a 45183 0 w� SSIONAL INITIAL SITE DEVELOPMENT PLAN SEMINOLE HEIGHTS ALBEMARLE COUNTY, VIRGINIA SUBMISSION: 2022.10.03 REVISION: FILE NO. SITE GRADING AND UTILITY PLAN 21.086 120 C41