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HomeMy WebLinkAbout030-96 Stimpson-Rt. 277 Oil & Lube Service - Opequon - Backfile (2)ll 78.00' SAC- —. — Top Can't. Hsodrrof! IRS �J o 1 g5;U -Si -...N kH R5 Elev►732.62 y.L.24) 1 V '7 93 15' p MAP_ PING LEGEND .- -- ----i - New ll—(734.28) �tID m= 4 J Jd R d 1 Rom:'.: ` INV (7.:i757) N F inv. !n►7?5.32 Storm Sewer ANi ABBREVIATION DEFINITION In..,n►724.78 ' v.=9 7.88 Rim- RED APPLE INC. Inv. o,t=7?3-08� ? Inv, ,n=731.84 ° a- t •%~ INV. (738.03) + s ._.._ r us 18, � � m�. a,t►731.72 dl lop=74r.58 74 — — D.I. lop=737.35 14 ` CORRUGATED METAL PIPE Inv. at-734.14 DB 585 PG 582 Al � CMP FH FIRE HYDRANT INV. INVERT V A ROUTE 2 7 7 F A 1 R F A X P I Ks ♦`CZ !I,��- MLP METAL LIGHT POLE �����5�� � � � , � -� '� ��� � �-!• � � � �",7t., ��� —BENCHMARK ' RCP REINFORCED CONCRETE PIPE Top Bolt _ --i�-- 32 RTE. ROUTE SIGN Elev.=741.2 St ( /? �" ( � (,/- •' -.� ® SANIT,AR'( MANHOLE S8924'37'E 184.L,4 _WV. 72740) •,; . SLS. SPEED LIMIT SIGN _ TREE •••'•` •�,°.; • .. � a . ` TRB TELEPHONE RISER. BOX �- sroP _._ gCMP �v c� y ..•M• CMP h_ __ �_._ - - . P INV 74�.66 INV. 739,90 V. (737.1 _ w TOP (736.43) 3 .cx ��°t i ,.,• i WPP WOOD POWERPOLE ( l �.... IRF IRON ROD FOUND LE W o •� _ N8939'39"E � 1 � �j� � ' r� f IRS IRON ROD SET 3.5.3' i' •��' i ' •�", MSP METAL SIG OSRock T C B TELEPHONE CONTROL BOX D'tch RIM=730,63 �{ rrf r` ( R•�" ,t-, ' ''± % Inv.=7s0.93 WV WATER VALVE h. GUY ANCHOR / has Pumps / �( tl 78 (© (3 Monitoring s p h a 1 t /J ,.� 1 i w• 69 5 ° �Fil1 Caps well / N /F ` �tr , 7 A / / / JAMES D. HOBBS y 1 , a 85B-2-5t NOTES: f ♦ Concre e ♦cp - v / �S� DB 743 PG 832,�lr 1. The boundary and topographic information shown is / Q / based on an actual field survey completed March / 0 " Monitoring r / , , r Asphalt b 9 8 9 O well G A6 +i �� r „• j r >. 27, & April 5, 1996 by Marsh & Legge Land Surveyors, P.L.C. (•, Q 7- ;F �Y. t - -- 2. Vertical elevations for this topographic survey are based on l I I Q }' f s USC & GS datum. g 20'.# R E / ° V ini `J REMOVE C SCALE I" = 2000' Concrete '8idewaik Aaphoi +� EXISTING j 1 •, /J p I RED APPLE COUNTRY STORE UTURE�� 4 � JC' ,d a � F.F=7� .4� X y �Q�b�' Project it D velo nd Zo S ar 'arkina and Loading Requ'remgnts ti Bsm t. F. F. = 732.93 U Cure hoc o^ 3000 pft 1200 sqf o �• Q`L� 1. v z r, Zoning: Business General (B-2) No Proffers N/F3i Current Use: Red Apple Country Store Parking Spaces: 4 47 SCULLY, LTD.32.6 w�" Proposed Use: Handicap Spaces: 2 2 S #1 0� h. 85-A-148 `fir o ^� N/F Drive-Thru Addition for Red Apple Country Store Loading Spaces: 1 1 �/ STR 2 1 DB 575 PG 540 a DAVID G. & JULIA R. SPAID Oil and Lube Service Red Apple: 1 Spaces per 200 SF of PP P 85B-2-6 Drive-Thru Car Wash Retail Service Area 3,000 SF 373.2 S Ft. Total Spaces for Red Apple = ces wPw (� �, , � /�/ �' DB 524 PG 90 Lot Area: 2.97 Acres (129, q• ) P A 4p r 1 F q P S : . �\ Tax ID Number: 85-((3))-1 Drive-Thru Addition: 1. Spaces per 00 S / Oil- & LU `" '� ,� Additional Area = 1,200 SF / Magisterial District: Opequon / ��" . 'NI Total Site Disturbed Area: +/-0.88 Acres (38,400 Sq. Ft.) Total Spaces for Drive-Thru Addition = 17 Spaces ire HvGlt;°tv2t _ q�it . Oil and Lube Service: 3 Spaces per Bay / 1 Space per 250 SF /7 35' RETAINING WAS._!.. x % Building Requuremen Service Bays = 4 i' Office = 300 SF I Setbacks Required Provided Total Spaces for Service Bays & Office = �� Spaces s • ,' ES- { Front 50 97' Drive Car -Wash: 1 Space per Employee �``� aLl>R► Side 0 50 Car -Wash = 2 Employees 'W�Nf 35 35 Total Spaces for Car Wash = 2 / � r• .. I /f Rear 0' 217' INV. Floor Area: 7,175 Sq. Ft. V� y f`�i' FAR Allowed: 1.0 �` FAR Provided: .055 BuildingHeights Allowed: 35 Ft. MANOLlTO & NANCY D. RANCHO BuildinHeight: 858-2-7 Red Apple Countr 2$' a d Ca>pinE Requirements 1 DB 503 PG 2 w Drive-Thru Addition 28 Landscaped Area Required: 15% or 19,406 Sq. Ft. I �d LS Oil and Lube Service 26,' Landscaped Area Provided: 27% or 35,000 Sq. Ft. A ry Drive-Thru Car Wash 16 Parking Surface Area: 18,000 Sq. Ft. 1�,v,� ry `�' ^ � Parking Area Landscaped Required .05 or 900 Sq. Ft. G TU R E �, / �i ! & S een Requirements - - t0 Parking Area Landscaped Provided .07% or 1225 Sq. Ft. CAR , h��� �` / c:' .►� - ' 730 2t \U s�rok ..\ N / Parking Lot Perimeter: ''�Eff=fit. 'SS'o "'•i�0 s / e� �� r-ow WASH / Buffer Distance Required: Type "B" Buffer Parking Lot Perimeter Trees Required: 4 1 per 40 Ft. "' 3 \� \°fe son `76�7 87J S i Buffer Distance Provided: 50 distance buffer. ',w��---' �' // /` �' Screen Required: Full Screen Parking Space Trees R fired: 1 - 1 per 10 spaces Screen Provided: Landscaped vegetative screen with 10 landscaped Total Trees Required: s I r v / area.3 plants per 10 linear feet at least 4 feet in height at plantingTotal Trees Provided: 5 ! with minimum height at maturity to be 6 feet, 1/3 deciduous and 2/3 An� evergreen. 6 foot wooden fence. Landscape Screen Required:to Full Screen with Wooden Fence��^ .� Q�►C''�• �/ / decli o6j;, "• Los' +�''��^ 4�"Landscape Screen Provided: Full Screen with Wooden Fence. L o T h �r Ph si a -' v a ne t I— �.1 n.►G ,It, ..I dr R2�tr ante., - Phase I improvements include Proposed Oil & Lube service A� t wv N/F b �p� Tr1EC� AA(_ (1E CT �21� r �� — p R , l / JUANITA / SHULER b retaining wall, 3 parking spaces, Buffer & Screen as required \ and storm water facility. / / a RIM=722 21 85B-2-8 'L� C�Ftr� c1 JpJ) Phase 11 improvements include future drive-thru area, In=713.81 DB 523 PG 804 3 parking spaces, future car wash & access areas. p in=713.63 4 ZOO U �— ovt=713.69 GRAPHIC SCALE �{rj �v�-1�(oftEL1J �, eci�.y �,- P (o xS �V1 �. UELOPEF j� 3u o 15 30 60 zo if t,jn�r ArePt lnl �• `� r� l IN FEET) / 1 inch = 30 ft. r i 9 LEGEND N/F �" G v'tTtr Q E i1.7 STUART W. & BETH A. LAYTON y' AREA PER DETAIL 858-2-9 •�' DB 593 PG 267 CONCRETE SIDEWALK `n 1171�r�Si>�� Co TIC Q�S�a�tj L o T / ARISTCRAT PEAR SHADE TREE OWNER APPROVED BY / A"-0of) A L N/F 1. (; ' F` N F HARRY F. STIMPSON, III / HARRY F. STIMPSON, III / NEW PAVEMENT AREA 85-3-2 DANIEL C. & TRACY L. SPITLER _ RTE 1 BOX 173 -C DB 683 PG 880 858- 2 `26 BOYCE, VIRGINIA 22620 DB 787 PG 1295 '—'""' PROPOSED CURB G�' _ � (540) 837--2077 ZONING ADMINISTRATOR DATE REVISIONS " --------_ _--------------------------_-_-- JOB NO,/DWG. NAME: 6060 -- SP 1, d Wg I H � � scale no. date description by ckd. ---------------____ ____— __----_ ____—_..___.._-- �f�� j! I" = 30' — --- — _ -----------_------------------- -- r �4 . � Y -v a STIMPSON r" RTE. 2'�7 DATE: APRIL 9, 1996 G11Bert W. 11fford and A socl tes, Inc_.SHEET -- ---- '0 C,E CERTIFICATE NO - SITE DEVELOPMENT PLAN DESIGNED BY: C.E.M. 1 __-- ____ ---,------.__- __-----.-------_____ — _. n C E P. T I F I C A T E N ❑. �-. �- _---- - _---- - ---- _— — DRAWN BY: D,S.F. Engineers Land Planners - Surveyors REGISTERED 200 North Cameron St, __.—---------_._--------- __--- -- _ -___ PROFESSIONAL 1S0-C ❑tde Greenwich Dr, 2 ----- ----- APPROVED BY: C,E,M ENGINEER Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 FREDERICK COUNTY, VIRG►NIA CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that ore not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-257-7777. 3 The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work sholl be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, oil permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All groding for improvements to be confined to the project area, Any work. performed offsite is the Contractor's responsibility. 7 Cutsheets shall be submitted to the Engineer for approval prior to construction. All cutsheets should show existing ground elevations at centerline of utility, structure or rood, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe --laying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time FREDERICK COUNTY SA IN TADON AUTHORITY 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally rneet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2 Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the inspector may require in this effort. 3. Temporary termination of sewer line sholl be plugged with a watertight plug The ends of the laterals shall be marked with o treated 2x4 post extending from the plug eighteen (18) inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke but-, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of the meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines, The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for, and make the tap. The contractor must make application for and pay the cost of this work. 7 Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIR INIA DEPARTMENT OF TRANSPORTATION 1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications, and Standards, The Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall govern. 2. All construction shall comply with th latest U.S.. Department of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C, 4 Design features relatingg to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT Residency Office, a preconstruction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. 7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time VDOT will also require 48 hours notice for any inspection. 8. Th.e Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Virginia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction 10, All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. 11 Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the. engineer and VDOT. Work shall cease in that vicinity until adequate design can be determined 12 All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement and fill. 13. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T- 99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-woy. At the direction of VDOT Inspector density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VOOT prior to final VOOT approval 14. VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work: Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. QCo } Z) Ln V �3 wi�U QQf 12' - 6' --- 1 12' --' E:::::::: PAVEMENT DESIGN 8" 21-8 3" 8M-2 ASPHALT CONC, 1.5" SM-2A ASPHALT CONC. HALF TYPICAL SECTION OF ENTRANCE 0 e PAVEMENT DESIGN 8" 21-B PRIME & DBL. SEAL PARKING LOT PAVEMENT DETAIL I fn W 740 PROPOSED ORA[ 730 69 L MIN. AT TIME OF PLANTING 1/ PERIMETER BOUNDARY 6' HIGH BOARD FENCE X X O O i j I � 11 H II �{ O i E � I i 1 EXISTING RADE i CULVER 2 8 ' - 15 / CULVERT #1 112'-15"RCP ® 2.678% S $ N 0) N I > Z > Z Cd r` r- 0+00 1 +00 2/3 EVERGREEN(typ. ) WHITE PINE MIN. 4' IN HEIGHT Ar AIA,JTIJ6 1/3 DECIDUOUS (typ.) ARISTOCRAT PEAR C. M 1tj Z.,5 UAv DF_ it AT LANDSCAPING AREA DETAIL O N C7i i 2 RCP 71% w8 Al -T� PF�: ° SAP T p(_AOT►o-� LA tZ S CP'Q C sc,K(�) Den-r tc/-f' l 1S TO S iD L.�'f 1 2� v�4C� 1 � epr1�'� f Pao t �J Su,f,�,;.JG REVISIONS scale JOB NO./DWG. NAME: 6060-SP1.dwg �-� H of �,• no. date description by ckd. - - ------ ---- ��P f --` ___-- -- DATE: APRIL 9, 1996 , • STIMPSON � RTE. 277 d Gilbert, ff. Clifford and ASsoclateS-, Inc_. SKEET DESIGNED BY: C.E.M. C.E. MA DDDX, JR, z n L ti v CERTIFICATE NO. MIS� ELLt1NEUO U�TAI�� OF DRAWN BY: D.S.F'. Engineers - Land. Planners Surveyors REGISTERED ='00 North Cameron St. 15 0 - C ❑ I d e Greenwich D r . _ -- --- - --- - PRDFESSIONAL APPROVED BY: C.E.M. ENGINEER Fredericksburg, Virginia 22401 Winchester, Virginia 22601 (540) 898-2115 (540) 667-2139 FREDERICK COUNTY, VIRGINIA