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Home My WebLink About45-08 Sheetz Rt. 7 Carwash - Carwash, Gas Station - Red Bud - Backfile (2)o n ( ONSTRUCTION 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 faci lity read for use. U nless otherwise not p noted, specifications for all work to be in accordance with completed, ty Y Virginia of Transportation, ' n f The Vir Virginia Department applicable Standards and Construction Specifications og gct documents. i Authorityand the contra r Brick County Sanitation Department meet of Health Fed ty P are not shown. utilities; however, suc h may exist that e locate existing subsurface 'n er has attempted to 2. Theenie P 9 Y engineer 11 exercise care in this work so as to avoid damage to any utilities. An dama ge e shall be the The contractor shall contractor's responsibility. The contractor shall notify all utility companies 72yhours prior to construction. Call "Miss Utility" 1-800-552-7001. 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. mediate) brought to 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately y g the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading 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 ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcso-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must. 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the contractor's responsibility to have the meter box assembly installed correct. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. c. The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. 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 and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within 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 floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall 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. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) 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 an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. ;11 i Y. 10 �t. s� , , V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 957. of theoretical maximum density as determined by AAASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of -way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices, V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19, Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type of condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundations designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Zoned..- �3 ((A)) 1 05 2 Prow-ymsed Use: Carwash Vicinity Map Scale 1 "= 2000' JULY 241 2008 Owner/Developer: Sheetz, INC. 5700 Sixth Avenue Altoona, Pennsylvania 16602 (814) 946-3611 P.O.C. John Maxwell LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Tim Kelly Comcast Communications 195 Rainville Road Winchester, Virginia 22602 (540) 504-0942 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the ,program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. 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. 5. 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. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" 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. SHEET INDEX 1 COVER SHEEP 2 SITE PLAN 3 PHASE 1 do 2 EROSION CONTROL &GRADING PLAN 4 LANDSCAPING AND 11GHfING PLAN 5 DETAILS SITE PLAN APPROVAL CAME DATA ��"o � OR PLAN NUMBS � s--o REVISIONS NO, DESCRIPTION DATE REVS'D REVW'D APPV'D Patton Harris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. Approved by Frederick County Zoning Administrator PHBA 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 0 P�1 H QF� l Site: Plan Approval Valid for 5 Years From Date Shown Hence Date W V wJ;:I�- A.MISLaWNa.020674 Project Number:4�83-1-0 1 5 Sheet Number of Y 3- RIND ENTERPRISES LLC l RIND ENTERPRISES LLC (CLARKE MOTOR COMPANY) 1 (781 BODY SHOP) TM #54-A-106 TM #54-A-99B INST #040005479 INST #020005347 4.36 ACRES PADS FOR TELLER AND 5.93 ACRES BENCHMARK: ZONING: B2 ELEC LINE TO LIGHT TRASH CAN AREA M/M EX. CG-6 ZONING: B2 f--CHISELED SQUARE ON CONCRETE BASE OF USE: COMMERCIAL POLES IS AN SEE DETAIL T/C=673.50 �'` USE: COMMERCIAL APPROXIMATE A j LIGHTPOLE HELD AS BASIS OF VERTICAL WATER CLEARANCE EX. DUMPSTER GATE TO BE �' DATUM FOR AS -BUILT SURVEY. SEE BASIS TIMER PAD LOCATION. HEATED CONCRETE RECLAIMATION BAR REMOVED AND REPLACED WITH OF DATUM NOTE #2 6" PIPE BOLLARD REQUIRED APRON [U-) TANKS _ BOARD ON BOARD OPAQUE GATEM/M EX. CG673.45 -6 ATED CONCRETE AT EACH ENTRANCE, LOCATE PROP. C.O. W/ (REBAR CAP DUMPSTER PAD TO �IBM=672.68 A ON 12 OFF FACE OF BLDG I GAS REMAIN IN PLACE z _PAVEMENT TRAFFI ` COVER z METER & -i EDGE O. PAVEMENT T/C=672.26 _ I EDGE OF PAVEMENT EDGE OF PAVEMENT m0:00' 0f r` 8,5 W - 543.72' 5.09'Jutfi �, LF 0 -- - - -- 711 - ---- -- -T- - TRENCH DRAIN INV=669.28 Sri �,t L UR ` (C rn w rn' I J w O C � O rtr 1 TA 0 o 0 % .--I- _ �o C C� �O 71- 1 TRENCH DRAIN INV=669.43 Qj Os,, 31.21 _ 5 PARKING-SETBA-C -- Cn PROP. CG- Z I ' - CONC TE TO l - c`" a RE�f'At�'AND REPLA ED TREE c F.F.=674.00 C , p�1N _� LINE �CONC CIE__-_m - o 4 _ R C �\� 5_ A • MEN I � IGN - � ELECTRIC CONCRETE TO BE UG ELE, _ I IT EQUIPMENT ROOM n ° ELECTRIC LINES TO B RELG C A TRANSFORMER TUM NOTE #T REMOVED AND REPLACED TRANSITIONc PROP. C:O, °PROP BO RDS-( TXPP� AS NECESSARY TO INN, T7t - N S PE26984 J- BASIS OF dA TO 6" CURB PROP. GATES txER BEHIND DNPR ESSE CURRB `� CONC / 3.5 CON. S w a I )� p. fNCED ENCLOSURE / T BE REMOVED M/M EX. �RooF Lj ROOF --ter RooF1` -,PROP. CG-3 PAVEMENT STRIPI G 4� 1 ORNAMENTAL �� CG-6 DRAIN DRAIN ' DRAIN\ CURBING TREE EXIT I \� FEN (MAPLE) / / RAISED ELECTRICAL I '"I ��,,, (CG6) CONCRETE DOOR CONDUITS AREA CURBI ` GOBBLER LAND HOLDING CO LLC FUEL ISLANDS o AREA \ , (SHEETZ) �v (GAS PUMPS) cGG6) SHEETZ EXIT DOOR Ex. TM #54-A-105 m EX. BUILDING AREA=4052 SF. X WO��EN INST #0700014357 h� C'FF ELEV=674.00 RAISED 22 00' 6. ' 24.00'+ o CONCRETE _ -- 1.97 ACRES AREA rnz woOD ZONING: B2 oQ EX WOODEN SHED �Q� SHE USE: COMMERCIAL FUEL'TANKS oI 1-2 WA TEE OFF 0< TO BE RELOCATED CANOPY I BEHIND CURB / AND 4 ELL AREA � EX. WA �l (AS N�TED BY � 'C: FN D FENCE- \ POST i I AV 11"V ^ APARTMENT IV (GARAGE) /K FIELD �REW) ::E 5c; OVIDE 4" SCHL 40 AN. LAT. " ' J PAVEMENT STRIPING GRASS / v NNECT TO EX. 6 S R 21 �4" ECCENTRIC COUP LING CLAN ER \ THROUGHy�UT / SANITARY '00KEROSENE _ CLEAN OUTS �� PAVEMENT C c' ( �,� GRAVEL PUMP & G STRIPING SIGNAGE `n / / DRIVEWAY BOLLARDS bM5 bM 2 TYP / f n (0 jRDS �� PROP. C.O. W/ \ ` RESERVED `� e o TRAFFIC COVER C> ,R c��` VACUUM ,Z / co / \� \, / n PARKING / / \-CONCRETE ORNAMENTAL INSTALL 6 HIGH RAISED - - CURBING ONLY �, BMA#54 GG,DA 102 �� THROUGHOUT `� '4'!� ISLAND WITH CONCRETE PAD o CG6 _� CURBING J� �P TREE (, ) DB 929 BK 1805 (CG6) Q FOR VACUUM CLEANER 2 CONCRETE STATION AND TRASH FLUME , / / pry 3.73 ACRES l / CONTAINER o/ ZONING: RA 1 , PAVEMENT v� I` 35' BRL SMHSTRIPING \ TREE ORNAMENT AL/ \1 / USE. RESIDENTIAL TOP=670.63 i INF /r IN-Ij' P7�=CT& 88 -- ___ \ (MAPLE) ORNAMENTAL INV OUT 6" PVC=664.38 TREE -` - TRENCH DRAIN L ENTER SIGN INV=668.53 TRENCH CURBI G TREE ORNAMENTAL DRAIN ' (CID ) STONE INV=669.81 I ! PP AREA __- - 1PH EC033 65 \-CONCRETE I{ I (LANDSCAPE) I f THROUGHOUT , (--h / I ` � �` - -- _____ .,. - - � 1 0 R N A M E N T A L 1t Ii BUSH ___ 5 PARKING SETBACK 1 / S08'48'24"W 404.00' �N❑ 33866 WATER -_ ��-1 _-�____- W'/A TLR PAIN 11NE c EDGE OF BM=670.86 -- _ GRAVEL / (REBAR+CAP) REGENCY LAKES DRIVE f � CONCRETE 60' R.O.W. EDGE OF POSTED SPEED=25 MPH APRON PAVEMENT EDGE OF aR,4PH/CACM, E CONCRETE / 20 10 0 20 . 40 (APPROX. CL) APRON \� \ ( /N FEET } \ 7 inch = 20 ft. / INS£RTA8LE SHEET A179 cr% NOTIES: L MS ITEM MAY BE PKCAST OR CAST IN PLACE, 2. CONCRETE TYa BE CLASS A3 IF GIST sa PLACE, 41100 PSI IF PPoECA,ST, 3 ODNyiaAT*N CVM k OUTrCA KAV"5 A 14ADW OF 300 FEET OR LESS iALONG FACE or CM) SHALL BE PAID FOR AS RAOM COWMAT*4 Cat" i GUTTER. <• F(IR USt YRTH SIA0I1.12M 0"-GRADED ORAINACE LAVER, THE BOTTOM OF TK Ctlis;t AiE1 trYJTTEk 8£ 00INSTALCTED PARALLEL TO Ts£ SL S ]EIRASE COURSES AND TO THE p(MTH qr Irk', P'AVItW"T. $, ALLOWABLE CFWE14A FOR THE USE OF CO-6 IS BASED ON ROADWAY CLASSFICiMOk AND DESCH SPEED AS SMVM IN APPEMIX A 21 R OF THE YDOT ROAD DESICH MANUAL- T-IT r • r-T, 7' r � i s • TICS AREA MAY BE CONCRETE AT THE aPTlak OF TIE CONTRACTOR TW BDTTON OF THE CLRB AND GUTTER MAY BE CONSTRuCTEID PARALLEL TO THE 9-OPE OF SASE OMRSES PROVIDED A 14INN M DEPTH OF T' IS MAINTAINED. �5"" , COMBINATION 6" CURB & GUTYY R SC12 . VNIGI+ft4 DEPARTItENT CIFAMStyD F TRRTJiFI1YV ftv9100 YO1.O2 Sir feet ''3F7 STANDARD 4" CURB V§Kft* WARTIIENT OF TRANSPORTATWN Motu' 1. Tess item mmy be precast or cost w dace. Y, Cmarete to be dales A3 ui cost in place, 4WD P'9 if precast. I Dab hmrnq a rndils of WD teeL or lees ralo�q lace of curb) wbbe paitl for as r curb. 4. The dull► of mA may be reduoW as mush as S' 413' depthl or iiwvosed of much in a' 4'W' depth) in *roar ftl test tpotic- at awb WA cdrsi* wih Thy top of 4 casrse of the pavtnnent stAMtyslura. Qthrr,Oise the 6*1h is to be 18" as s -;1 4o odivstmer=t in Vw prig bid is to be mode for o dwem or on increase in depih, 5. TWd ewb sW be used .Mn speed is greater 1140" 40 MFH en Rareliys end :PWINIYl►k in devetaped Urbon and Suburban 5. When Ihis standard ii 1a be tied into 'M q barrier wt. U•et tromtt� a to t. mode �If+b+ V, V The of ;ft etowNW4e "we d revow pperin"• IKCFC.AIMI rerEas�et IOS SO2 VARIES CONCRa 4. 2" STONE PROPIMI SMIRM PROJECT SUMMARY TAX IDENTIFICATION NUMBER 54-((A))-105 EXISTING PARCEL AREA 1.97 ACRES DEVELOPED PARCEL AREA 1.65 ACRES ZONING B-2 ADDRESS 1683 BERRYVILLE PIKE CURRENT USE GASOUNE STATION PROPOSED USE GASOUNE STATION & CARWASH DISTURBED AREA 0.20 ACRES SETBACKS REQUIRED PROVIDED FRONT (Berryville Pike) 50' 160'+ FRONT (Regency Lakes Drive) 35' 89'+ SIDE 0 5'+ REAR 50' 193'+ PARKING 5' 5'+ PARKING (BUFFER AREA) 25' 77'+ BUILDING HEIGHT 35' (MAX.) 18'(+/-) GROUND FLOOR AREA 5,090 SQ.FT, NUMBER OF STORIES 1 (24' t) FAR ALLOWED 1 FAR PROVIDED 0.06 MINIMUM LANDSCAPED AREA 0.30 AC. (15%) LANDSCAPED AREA PROVIDED 0.63 AC. (32%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/200) 21 46 HANDICAP SPACES 1 2 LOADING SPACES 1 1 TOTAL SPACES PROVIDED 46 PARKING LANDSCAPING PAVEMENT AREA 52,385 S.F. PAVEMENT TREES REQUIRED 26 @ 1/2000 SO. FT. PAVEMENT TREES PROVIDED 26 INTERIOR TREES REQUIRED 5 (t�1/10 SP.) INTERIOR TREES PROVIDED 5 TOTAL TREES REQUIRED 31 TOTAL TREES PROVIDED 31 PARKING LOT LANDSCAPING REQUIRED 2,654 S.F. (® 5% MIN) PARKING LOT LANDSCAPING PROVIDED 2,700 S.F. NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2.FREE STANDING SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MAXIMUM FREE STANDING SIGN AREA IS 50 SF. MAX. SIGN HEIGHT= 12'. MAX. WALL MOUNTED SIGNS- ARE PERMITTED TO ENCOMPASS 20% OF THE AREA OF THE WALL TO WHICH THE SIGN IS ATTACHED, PROVIDED THAT THE TOTAL AREA OF THE WALL -MOUNTED BUSINESS SIGN DOES NOT EXCEED 200 SQUARE FEET. 3. ALL UGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4. ALL REQUIRED EGRESS SHAD_ BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. & ALL UTILITIES TO BE PLACED UNDERGROUND 9. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 10. RRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL A BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304-13, OF THE INTERNATIONAL BUILDING CODE/2006. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-03 ACCESSIBLE & USABLE BUILDINGS AND FACIUTIES. 12. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA UCENSED DESIGN PERSON. 13. ADDITION SHALL MAINTAIN EXISTING BUILDING TYPE CONSTRUCTION. 14. LOCATION OF THE GREASE/OIL SEPARATOR SHALL NOT UNDERMINE A 45 DEGREE ANGLE FROM THE BASE OF THE EXISTING BUILDING FOUNDATION WITHOUT RDP REPAIR DESIGN SUBMITTED AT THE TIME OF THE PERMIT APPUCATION. TRIP GENERATION ITE, 7THEDMON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 2,445 T.P.D. LAND USE CODE- 946 FIRE LANES REOUIREMENTS- Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. 0 p� Cr_ PROPOSED CURB & GUTTER PROPOSED HEATED CONCRETE APRON (8' 218/7' CONCRETE) PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED WATER MAIN ; W! EXISTING WATER MAIN -----____---.__-_-- PROPOSED FIRE HYDRANT PROPOSED GATE VALVE & BOX ' W E- EXISTING SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE IUGT 1 PROPOSED UNDERGROUND TELEPHONE SERVICE TEL PROPOSED GAS SERVICE -' 00 00 o �z W CS CD Imo- IC/)- w w CD O Z O U U d w w � Q Q 1J 0 CD W Ld cn (n w w Oferf 0 0 0 0 -'� ow �Zo¢ mowZLO= QV- V ') w cZ9 (n a 0�iWw W W LL cC)O o 04� _ tJ � v N +' 4y C- Q rn v Q co O o I N (n In N p p O Q p o N 0 J Q (0 19 06 0 > 0-) 01) M N mot- �t a� _j T N N c 0 0 C) r` U F- U. N vi .L O _ (n = 6 O a) IL Luc W J ♦- 1- U W F.- s Z_ U 0 aC N V) 0 U Qm0 W W W W Lx 0 Ld �UW Q O 0- 00 O trn N C:)Q .+ N ,0 U) w II O w W } J N � w -J 0 LLJ LLJ Q = Ln 0 M (n H O w z � 0 d" Q U e- z Z o Y OM Z Go O (n Q C� W J 03 w � _ 0 0 0 E a- U a 0 C) I 0 0 0 <r 0 s I z c a In 0 03 O 0 N 0 r\ 0 a 3 -O c L7 0 0 Q0 0 0 a i C w 0 I i i 0 36 AUHL�E ZONING: 62 c='_`LC., y i - IIli USE: COMMERCIAL P;L IS AN 673.58 F\PPR0XIM TE' 671.61 L✓C .Ti f.L A: BM=673.45 rf (REBAR+CAP i 2 671.46 I S - _--r----- N07'18'50" Cli 543 f ..-:. n.. ,.,,... ._. .,.,. .... ...-, .. ,.. ., �7. _ .. -. -. Rom$ e ffi 1:f@X% ES@@ tad ,- .. xr.. ... ,.. � ,..........1 � ..,..: ,:... Ag.---2:7a33- Cx`� . "{vi1._. r[I'i C'�i _L =c$_. .sir .':"" , .,,:.. ... :.. °� 672 72 J CURBING 6 - f-- -vT- " r 67�.78 C m 672'�- . 672.12 i CONCRETE 672.24 672.59 Q`'.637 7 i r; G � pypy I _ 73.10 6 `r �. 673.04 v _; BING e RAISED G�- EXIT GL (CG6) FENCED T CONCRETE DOOR AREA FUEL ISLANDS CURBI AREA 673,42 -- --- 1 (GAS PUMPS) (CG6) -� S H E E TZ EXIT `��-� � 672.75 f �' DOOR , WOODEN �' EX. BUILDING AREA=4052 SF. �� SHED 1 FF ELEV=674.00 RAISED 673,09 - ( ' is 672.49 f' 673.03 �672.79 CONCRETE AREA 73.34' CANOPY ` 673.37 672.41 673.17 - 672.79 ❑LANTER // -� 6 672.56 73.04 671.88 c 673.00mi 0, CONC� � 6 2.68 672.56 67245 RETE ys s e CURBING THROUGHOUT--_ ,/ ,' \ ORNAMENTAL REE O (CG6) CURBING C (CG6) 672.08 671.50 672-O-3'- ORN 35' BRL 671.32 - 672.32 TREE - - - - _672 _ - - - 671.76 671.95�_- „ 67 3_ - TRENCH ORNAMENTAL 1 DRAIN 671.39 -CURBING TREE ARE INV=668.-)3 TRENCH ~ j DRAIN (CC , STONE fNV=669.81I 71,51 - `z � } A ��CONCRETE THROUGHOUT CAP - r -ORNAMENTAL / 0 "'- - - - - ----�J - BUSH S08'48'24"W �- 1�_._._ _._ - - 404.00' _ _ _.! 5_ PARKING SET_ACK ___ ry - - - --- w, ,r.� 671.31 _......_ ' 'F I If i.' BM=6 /0.56-' Z __. ' (REBAR+CAP) 670.33 - -_- REGENCY LAKES DRIVE - J-BOLLARDS ® (TY.) ,\T f SIDEWALK=EP M/M EX. CG-6 iN THIS AREA TRANSITION TO 4" CURB T/C=673.50 N07' 8'S0» .. -74-+Il :z r-:. �.. .,.• ., 6"^; .. ."::1 .<..i :.;:3 ,,.m A2 Si •,\,672'- 674.0 i 674.d PV�V�T i-BAR--WASH-$AY- PVM'F 67 y �� \\ _ 9F ELEV=674.00 + /C : 7 - - 673. - _ _ OC r 67. 9 ❑NJ 6 3.90 EQUIPMENT ROOM673.97 T/C__ TM W mg �T�=E 4/M EX. UC ELECTRIC vp 673.97 673.97 _-CONCRETE , 1 ww to* PAVEMENT 67 :..,. HP4.20 673.97 ❑ ❑ TRANSITION 0C TO 6" CURB PROP. CO. FUEL ISLANDS (GAS PUMPS) S H E E TZ EX. BUILDING AREA=4052 SF. FF ELEV=674.00 1-2" W/L TEE OFF EX. W/L PROVIDE 4" SC 40 AN. LAT. NNECT TO EX. 6" SCR 21 "f x4" ECCENTRIC COUP_iNG ❑ -� ZONING: B2 USE: COMMERCIAL I/M EX. CG /C=672.26 S ----- F f^..:/r Fk","S 73z^: C.(?.7 C?:">i x.:.;.•,3 :'Pi£- (..n,'1 .5.,_ _£"&..-&�HE...�+ Z' - - ; ,.'�_.::, �ht9 -�:.! �9F9.-.. y�itl !R§�_. , _ _'F , x m I �I �I y. r �. ,` PROP. C.O. W/ mm M-,RIr°�,.. TRAFFIC COVER5.�\V _--- /-.Y 1- ------------------ 35' BRL ; IP •� 7 ;,> - - ---- 1' - - _672--___ 7 - - ----- _._.__ Lr _5 PARKING SETBACK 508'48 24 W 543. i REGENCY LAKES DRIVE 673. T/C \f P MRNT ,GRAPH/CSCALE PHASE 1 EROSION &SEDIMENT CONTROL AND DEMOLITION 20 70 0 20 40 PHASE 2 EROSION &SEDIMENT CONTROL AND GRADING CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. U- _�7 1 �__ 0 FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL - FLOW �I EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE (I SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE, 3.05 &Mood k Wym AREA TO BE DEMOLISHED ( IN FEET ) I inch = 20 ft. EROSION & SEDIMENT CONTROL 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 30 days Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2 During construction of the prvject, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized, Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upstream land disturbance takes place, 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin, a, The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres b,Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area, The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion, Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected, 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure, 9, Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11.Before newly constructed stormwater conveyance channels or pipes are made operations, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. MINIMUM STANDARDS 12. When work in a live watercourse Is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodnble material shall be used for the construction of causeways and cofferdams Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met, 15. The bed and banks of a water course shall be stabilized immediately after worm in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off` site property. d. Maternal used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization, e. Restabilization shall be accomplished in accordance with these regulations. f,Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment /s transported onto a pa ved or public road surface, the road surface shall be cleaned thoroughly at the end of each day, Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner, This provision shall apply to Individual development lots as well as to larger land -disturbing activities 18,A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority, Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be pennanentby stabilized to prevent further erosion and sedimentation, 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate ofstormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: LEGEND PROPOSED STORM DRAINAGE & STRUCTURE - - - - PROPOSED CURB & GUTTER . • • • • • • • . DRAINAGE FLOW . . . . . . . . . . . . . . EXISTING GRADE . . . . . . . . . . . . . - PROPOSED GRADE . . . . . . . . . . . . . �--� PROPOSED EASEMENT AREA • . • • • • • • PROPOSED SILT FENCE • • • . . • • • • • • SF DRAINAGE DRnDE . . . . . . . . . . . . . . :�-m LIMITS OF CLEARING . . . . . . . . . . . . . = : - Q SOILS CHART MAP SYMBOL NAME 913 Clearbrook soil SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT 70-120 LBS. MULCH PER 1,000 SQ. FT FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TES71NG PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. (n � �Z�mwzo o3 0_JQ O u H� )V 0 oof O w� 3W w w oC) O oy 0Ne _ v0- 0 Ly !- Da O Q I = C9 U W m 0 W O o � W w (� U O W 00 p LO ZO Q N O V lq II = N O J M w LLI I- Z > w J w rY O t= Q v = V) 0 I) to (n 9 W O CD a z0 O Q <Li O 00000 o zbi Q w J�� w 1: 0 o u 1, r- r u a 0 0 I 0 0 0 0 TI z C Ln o- 0 N 00 O O N O 0 3 0 z 0 0 hl U c 0 a C W / 0 I / co rn i u v / J / Poll l P vGE UGE UGE E ui UGE —� w W � Gc w Of LLJ w � I L w \ i I/ L'i I I I g � w a 4 SWR SWR SWR SWR rI wrR '� wtR w>R wrR —� I W I I C • \ II a ! I �1 0 (I N r' \ \_ o I' ® \ ,I I i I E IT I UG G o OEl o o a I� 1Z,..,. I � U W J W U PO I� i I I �I I f I � i I _ _ iJ 20 10 0 20 40 (IN FEET 1 inch = 20 ft. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all bolting ropes Remove top of wire basket DO NOT prune terminal leader or branch tips f / Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water •b -� ., ,' ,- ^ p a. UNAMENDED backfill soil Partially backfill, water to Widen and score hole wall settle soil, finish bockfilling V• Remove container and cut circling Area for water drainageLeave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY n PIN OAK 2" CAL. 0 6" HIGH AS SHOWN 11 RED MAPLE 2" CAL. @ 6" HIGH AS SHOWN 10 NOTE: NO ADDITIONAL LIGHTING PROPOSED WITH THIS PLAN GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, top be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE -BID It is the landscape contractor's responsibility to make every reasonable effort to find the material specified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest -prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST -BID It is the intent to eliminate post -bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contract shall notify utility companies and/or the general contractor in advance of construction to locate utilities. A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard warranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. Al plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Balled and Burlapped (B&B). 1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball size shall be in accordance with ANLA Standards. 3. Caliper and Height Measurements: In size grading B&B single -trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" Above the ground level (up to including 4" caliper size) and 12" above the ground level of larger trees. For multiple -trunk tress, Height measurement shall take precedence over caliper. C. Container -Grown Stock 1. The size of container -grown shrubs is measured by height and width of plant. Container -grown trees are measured by the some standards listed in B.3 above. The root system of container -grown plants shall be well -developed and well - distributed throughout the container. 2. All container -grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp Blade, make 4-5 cuts, 1" deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container -Grown Trees & Shrubs in this section. 3. All container -grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detail for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. The covering shall comply with state and local laws pertaining to the transport of materials. C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24 hours without adequate water to insure roots survival. INSPECTION A. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. B. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. C. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER -GROWN TREES & SHRUBS A. Remove the plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub to tree a minimum of 1 /8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bags must have the bags removed during the planting operation.. No additional slashing of the rootball is necessary. J �O 4 Z op Zo a "r r, W 0 s � 6 co (n ; d o � Cr � v _0 a d O ��WWO0 _ t� fri U .Q) U) Q G) v Q Q0 O I N v U) N 0 0 �t Q 0 o C`' o o�S (L) > ;.+ Q — N rcj c CO C) L0 0 r` r` c) LL N ui .� o, a) cal = c1� + W O c Z z Q 7 W CL � Z Z 0 Z 0 WC) D oy Z5 0 ® I = C9 � U Y N W U_ m W O W W O W IX LX w C) 0 a Z + 0 0— � r W 0 j V 0 0 Z Z _0 W 0 00 C:)O N N wN w r � O J � W Q U S 0 � � 0 Z Z O 0 v U � � O e— Z Y Z 00 r J r) 0 [L CONCRETE CRADLE 4' 4' select ackfill All backfill to be compacted to 95% of ASTM D698 maximum density. STANDARD 4' select ackfili 2 O.D. CONCRETE ARCH 24° select backfiii 61 CONCRETE ENCASEMENT TRENCH & BEDDING -1- 4' select ackfill 2 O.D. 45' spigot by gasketed bell 45' bend 1� gasketed pipe and fittings 8' x 4' gasketed bell wye SDR 35 sop weld cap property 1` line finisiled grade 5' location marker W min. cover treated Z'x V with. top 8" painted green 4' pipe at 2.00% minimum grade ....................................... All pipe and fittings shall be SDR 26 heavy wall sewer. SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS MAR 06 -17- SHEETZ WITH CARWASH ECG AIR STAND / RYK❑ VACUUM 31mar06 9'-10' AIR STAND TRASH CAN VACUUM - 2'-10' --1 2'-10' -I 2'-10' --I 4 -I--- 1'-41'-4' V-4' 7' 0 MAY 06 AIR -VAC MOUNTING PAD NOTES: ELECTRICAL NEEDS ARE (2)120-VAC 30-AMP #10 WIRE CIRCUITS WITH GROUND POWER CONDUIT FROM BUILDING TO AIR MACHINE IS TO BE RIGID PVC WITH FINAL 10' IN RIGID METAL CONDUIT AND EYS FITTINGS AT BOTH ENDS. LOOP AIR STAND TO VACUUM WITH RIGID METAL CONDUIT ENDING IN RECESSED CAVITY UNDER VACUUM. TERMINATION BUSHINGS TO BE INSTALLED AT BOTH ENDS. RUN 3/4" RIGID PVC COMMUNICATION CONDUIT FROM BELOW VACUUM TO CARWASH TELLER USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND AND VACCUUM BOLLARDS ARE 4" X 4" X 5'. TO BE PAINTED WITH SHERWIN WILLIAMS "SHEETZ RED" - "ULTRADEEP HIGH SOLIDS ALKYD GLOSS -LOW VOC" PRODUCT # B54TZ404. FOR INFORMATION CALL SHERWIN WILLIAMS ALTOONA, PA STORE (814) 946-6161 4" X 2 FT. SLEEVE TO BE PLACED IN PAD IF TRASHCAN MOUNTING POST IS NOT AVAILABLE WHEN PAD IS POURED 3 Will] At3 2' -4' 2 f A -A 4' X 4' X 5' BOLLARD TYP, 3/4' POWER C❑NDUIT LOOPED FROM AIR STAND �s 3/4' COMMUNICATION CONDUIT TO CARWASH TELLER finished grade Vatvoo, Inc valve box assembly: Id: Figure No. 7 marked 'SEWER top section: Figure No. 7S26TO bottom section: Figure No. IBOB24 concrete skid pad 1W dia. x 6' deep A M r� WATERPROOF SEAL (rHOROSEAL) (TYPICAL) - i ` S f. A TO SAN. SEWER H' BLOCK 127-1/2- 4' stone Panella Model PA4SV-CSK (41 cast iron Q�Q cleanout cap with standard gasket and brass plug having a countersunk square headWASH FLASH FLOOR V-10• WIDE x 1' THICK x 9'-4' LONG FINISH FLOOR V�0 METAL GRATE heavy wall 4'x4'x4' TEE-�-+y 4 PIPE N brick base WATERPROOF SEAL -- - (THOROSEAL) 00 (TYPICAL) 4' OUTLET PIPE - TO SAN. SEWER sanftary sewer main wye • •45* bend GROUT CORES ��......�� - * B' BLOCK (1YP.) .s.T 6' CONCRETE ( SECTION A —A a' 2A STONE stone All pipe and fittings shall be SDR 26 heavy wall sewer. CAR WASH DRAIN SEWER CLEANOUT -19- MAY 06 Q+�$RWA�b T FI..L.ER TAIL tz�rtt5 TRASH CAN PAD fTUP I7E PAD CAR "A H TPLLEP PAD iR1THIJR13--�, " (6' -IZT DL T Ct�► TRA',TjF-1 CAN 14 1 i { TELLER A"X4' P7 — GARB CARWASH DETAIL U 3 CHAMBER (2) TANK CONFIGURATION FOR 30 TO 60 GRM Ml 00 a i)T0l�'�-i, PlwrF-R Rronv-dRV S''ST&M Tth'O 2" t,�` �k 169) A'SUCTION, UNES. ONE TO SER:"E AS A tr-A R F Ll`JE5.,4RF�TF?APPFDTCTHE:TAYK'�1O LINS1ALL2. AWUN�iY-1WTi 0-r%INGSTk A 10141�=.:+iP.1K[3 CIF THE SUr,11O J LIhnS LRMINIJE 3UCTI:1 1 LIKES l"a FU;',.L Fl..(RlF F1,A!" ER CHECr+ ti ILVE' 5, NO SPRING L GArf .Fr) Ft7 lT �tAt V .' FuR•wAIER Pl�v�x+ OLD LOWSAFETY E`ti=L FLOAT SHOULD Frt!. LIW-, EC SCE TW.T I- VALL fJL IN tHL L3 Y+` N i"M5:`10N 10*A�tlti�rE TIIIE TOP OF'"THr F1,A I�FIa t -IE� Y Tr�:t%s�LC�T LCih IrZcaLS r�lE �.�FFfY FUNCTIONTE PROTECT' 111L f�.l IP tT O?A A LOW tNATER SITVA710N, �',i" �RAf2GER I' EIiIJME F+�TIFR�J LIl'%F 1= SP�.R',TER SH£?i11G "�FdIN�'t.T'E � A3 ��i 1+11_�14��' TIE SF'A2 =R T1J BE 1' ABO,'E WA7FP LINE- &F AN C2ON15 SYtT(ht LINE SHOULD TERMINATE 2' TR0M GOTTWI OF TANK 1,r:1T4 A TEF50 AS TO SPRF,AD71114F[: ON6 4)1.0O 0 U I T A*AIt4 {8)1-40R11 . AlRE$ 7ERMIFWTI-D IN "+ AI!ER fi 31IT JUNCTION 0GX SI N 1 K TO ��1P- V.A''eFR vFr „AV 8YB1SW FOPf=LONT CONTROLS El,4yiN IN CAR Y:ASH ::. ,3 Ff -rFF 3) 410 TANKS APPROXIMATELY 1�OIG GALLONS EACH ��.•.i��,'1./r.�J�.%/i�.�,■.�Jcfl..�3r.�1 r r` r f J f r o r f s �1"lf of 1,10, QJ W \RO1N(q Cn , T Oz —i 3 �z� Q Q 2 Wd CLOW O ¢� 10z = VO �W(.9 Y �CW W wb 0_ L� o (D Q o sl 400 U 1, Q) AU) + w Q 0) .� v V Q C9 O u U (n L� N -0 -0 0 0 <t U N 0 r I Q cO c0 o >, v — N tr) C Q Q 0LD E7 I\ f CL U F"' LL .i O L Q) � L = co + c � O a� a-� Q f•+ C ca Q' Q. Li W I.-- s Z M _ L7 0 _ W ' U a N U m d W � inW U. i— id I a U Q iz H Q00 U 3 to N Q TT 0 -1- w �!- _ �y O Cr- 0- LLJ w z LO Z > w I— © �� Q w F=- Q U = a- (n 0 (n (n W H O Q 00 U �Q r M z � z = O w 1Zw 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 II work to be in accordance with d for e. Unless otherwise noted s ec�fications fora wo completed facility ready use. P ty Y pp Department of Trans ortation Virginia r n Construction Sec of The Vir inia De art e t applicable Standards and C p g p p g a ti Authority and the contract documents. De a rtment of Health Frederick Count S nrta on Au P Y ty 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. a e hall be the g avoid damage to an utilities. An dam s The contractor shall exercise care in this work so as to h contractor's responsibility. The contractor shall notify all utility companies IL hours prior to construction. Call It Utility' 1-800-552-7001. 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 shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading 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 ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDERICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications ore available at www.fcsa-water.com. 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water main is tapped for the installation of a new line: a. The Authority shall furnish all labor and material. b. The contractor must: 1. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. it is the contractor's responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a. The meter box, with its frame and cover, must be properly aligned with the coppersetter. b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d. All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a. The location of the service lateral is to be coordinated with the Authority's engineering assistant. b. An Application for Service must be made and fees paid before work will begin. c. The Authority shall furnish and install all 5/80, 3/4" and 1" water services. d. For all 1 1/2" and 2" water services, the Authority shall make the top and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (detector double check valve or RPZ, as required. The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. 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 and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia V14. All roadway fill, base, subgrode material, and backfill in utility/storm sewer trenches shall be Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO and Sediment Control Regulations, and any other applicable state, federal or local regulations, in case T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated of a discrepancy or conflict between the Standards or Specifications and Regulations, the most street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified stringent shall govern independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health reports shall be submitted to VDOT daily, unless specified otherwise Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in specified by VDOT. accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic V16. The installation of any entrances and mailboxes within any dedicated street right- of -way shall meet control floggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge VDOT minimum design standards and is the responsibility of the developer. V4 Specifications. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall , signal poles, junction boxes, controllers, etc., owned by VDOT or private /public utility companies. It be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis is the sole responsibility of the developer to locate and identify utility facilities or items that may be following the Manual On Uniform Traffic Control Devices. in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the the developer from this responsibility. start of construction. Copies of all invoices for materials utilized within any dedicated street V5. Design features relating to field construction, regulations, and control or safety of traffic may be right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land spreader. Density will be determined using the density control strip in accordance with Section 304 of use permits for any work within VDOT right-of-way. the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the held by the engineer and/or developer with the attendance of the contractor, various County agencies, opportunity to be present during the construction and testing of the density control strip. utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the Local VDOT Residency Office when work is to begin or cease for any V24. Asphalt concrete. pavements shall be placed in accordance with Section 315 of the VDOT Road and undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any Bridge Specifications. Density shall be determined using the density control strip as specified in required or requested inspection. Section 315 and VfM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent shall be notified and given the opportunity to be present during the construction and testing of the public roadway via a construction entrance that is constructed and maintained in accordance with control strip. Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shah have, V21. in accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger within the limits of the project, an employee certified by the Virginia Department of Conservation and shall be explored below the bottom of the excavation to determine the type and condition of the Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for devices and measures on a continuous basis for proper installation and operation. Deficiencies shall approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard be promptly rectified. PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V22. The foundations for all box culverts shall be investigated by means of exploratory (borings advanced V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum below proposed foundation elevation to determine the type of condition of the foundation. The thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict contractor shall submit copies of borehole logs and report findings of foundation exploration to theengineer points. and VDOT for approval prior to constructing box. Foundations designs shall comply with VDOT V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding- shall be six (6) inches. Where soft, yielding, 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 an adequate design can be determined by or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation the engineer and approved by VDOT. stabilization shall be determined by the engineer and approved by VDOT. V13. All fill areas, barrow material and undercut areas shall be inspected and approved by a VDOT V23. Approval of these plans shall expire three (3) years from the date of the approval letter. representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall V24, VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as be present to insure the sample obtained is representative of the location. When soil samples are specified by VOOT. submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in with all applicable VDOT standards and procedures. accordance with VDOT's installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. i'" i P R •,F TMP - '�� t r. ((a)) 105 2 Proposed Use.." Carwash Owner/Developer: Sheetz, INC. 5700 Sixth Avenue Altoona, Pennsylvania 16602 (814) 946-3611 P.Q.C. John Maxwell Vicinitv_Mar Scale 1 "= 2000' JULY 249 2008 Patton H a rris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 IF 540.665.0493 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.Q.C. Tim Kelly Comcast Communications 195 Rainville Road Winchester, Virginia 22602 (540) 504-0942 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman P � Fi QF� r ZR A. MISLOWSKY, J . MO. 020674 H RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS, EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. if the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. 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. 5. 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. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn qu.Glity grass cover. Areas not graded shall be disced, leveled and seeded to achieve [own conditions. PHASE 1 2 EROSION f '1GRADING PLAN ! SITE PLANT APPROVAL NAME -("DATE.' 0 1 aA-� 81TE PLAN NUMBER REVISI®N,S NO. DESCRIPTION DATE REVS'D RDWD APPV'D Approved by Fr erick Count Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date 1 A083-1-0__A Project Number: 4V I- I Sheelt Number 1� of 5 RIND ENTERPRISES LLC RIND ENTERPRISES LLC (CLARKE MOTOR COMPANY) I (781 BODY SHOP) TM #54-A-106 TM #54-A-99B INST #040005479 I INST #020005347 4.36 ACRES PADS FOR TELLER AND 5.93 ACRES BENCHMARK: ZONING: B2 ELEC LINE TO LIGHT TRASH CAN AREA M/M EX. CG-6 ZONING: B2 -CHISELED SQUARE ON CONCRETE BASE OF USE: COMMERCIAL POLES IS AN SEE DETAIL T/C=673.53 �' USE: COMMERCIAL % CLEARANCE LIGHTPOLE HELD AS BASIS OF VERTICAL APPROXIMATE WATER EX. DUMPSTER GATE TO BE DATUM FOR AS -BUILT SURVEY. SEE BASIS TIMER PAD LOCATION. HEATED' CONCRETE kRECLAIMATION BAR REMOVED AND REPLACED WITHOF DATUM NOTE #26" PIPE BOLLARD REQUIRED APRON D ANKS gM=573.45 BOARD ON BOARD OPAQUE GATE M/M EX. CG-6 ATED CONCRETE AT EACH ENTRANCE, LOCATE REBAR+CAPS DUMPSTER PAD TO > / PROP. C.O. W/ Z Blvi=572.58 A ON 12 OFF FACE OF BLDG r GAS z I T/C=672.26 TRAFFI COVER z REMAIN IN PLACE � I � i i EDGE OF PAVEMENT �, METER & -j _ EDGE 0: P:� IEPv,ENT_ EDGE OF PAVEMENT - _ - - -- - ciao - --- - *001 BERG 8,5 W - - 543.72' I �- i 3 MT 5.09' - - - 1 - - - - - - - - - - �t c _ate �__� 2. n - ��n _ L - ��- TRENCH Y ` DRAIN t INV=669.28 ` 1 ' TRENCH DRAIN t , INV=69.43 N 1W cr+ 1 � URBING l ` (CG6) rn w TTS o1 CI 0 FUEL'TANI<S AND 'ELL AREA (AS N TED BY FIELD YEW) � 1 01 I 0- 5' PARKING T-- - - PROP. CG- Cm F,"b, - �RE�A CU6AND REPL !ED,-TREE1F.F.=674.0000NC L E7-AL a R r��i�LINE UG EL€ j T • MEN I IGN �-=- D ELECTRIC CONCRETE TO BE \ t``'TRIC LINES TO B RELOtA TRANSFORMER _` "� TRANSITION tic EouIPMENT Roots OP.. C.O. PROP BO ARDS- TY NOTE REMOVED AND REPLACED ( -� AS ECESSARY TO IN T -- N S PE26984 gAS1S OF DAZO h TO 6" CURB - - --- , PROP. GATE�-- .0. VVTft BEHIND D PRRESSE CURB C h;C c SE / r' .Q - \ NCED ENCLOSURE 3.5 CON. S T EE REMOVED / M/M EX. ROOF ROOF--'� ROOF-/ 'MOP. CG-3 PAVEMENT STRIPI, G 11 ORNAMENTAL ❑� ❑ CG-6 DRAIN DRAIN �/� TREE DRAIN v, CURBING RAISED EXIT ELECTRICAL (CG5) FEN (MAPLE) / CURBIh CONCRETE DOOR CONDUITS ARirA / I GOBBLER LAND HOLDING CO LLC FUEL ISLANDS AREA f \ (CG6) SH EETZ EXIT 1 (SHEETZ) (GAS PUMPS) DOOR' wO�DEN TM #54-A-105 EX. BUILDING AREA=4052 SF. SHED INST #0700014357 FF ELEV=674.00 RAISED 22 00 6. 24.00'+ CONCRETE ` 1.97 ACRES ° AREA w4oD ZONING: B2 �QLJ EX WOODEN SHED SH USE: COMMERCIAL PY ° 1-2" W/L TEE OFF I Ja TO BE RELOCATE CANOD I -- EX. W/L �\1 BEHIND CURB FN D FENCE-� POST ? �� APARTMENT g' ,V (GARAGE) 4" SCHL 40 AN. LAT. �RROVIEDE NNCT TO EX. 6 S R 21 PAVEMENT STRIPING CRASS x4 ECCENTRIC COUP ING CL.AT� ER \ - THROUGHOUT SANITARY I KEROSENE C` OUTS / � � // R L �.�th��OU is .�� PAVEMENT C c� � G AVE� PUMP & I o ° 0 I ° ° STRIPING � rr7 SIGNAGE 1 r� / � / / DRIVEWAY BOLLARDS I ( ams a �\ o I (2 TYP) \ r I ! / /-� BO ARCS �� o �� PROP. C.O. W \ (Y ") ` TRAFFIC COVER o VACUUM D �S/ P�. R / BRAGG, DAVID CONCRETE P�\� �`a� ORNAMENTAL INSTALL 6" HIGH RAISED -- CURBING PARKING % ,� / THROUGHOUT --_..CURBING �C,�P�� / TREE ( ( ) A / TM #54-A-102 ISLAND WITH CONCRETE PAD o CG6 / (CG5) Q FOR VACUUM CLEANER f 2' CONCRETE DB 929 BK 1805 STATION AND TRASH i FLUME / , / ,o� 3.73 ACRES / CONTAINER PAVEMENT ORN AMEN T T Ah°� / ZONING: RA SI�4H STRIPING L USE. RESIDENTIAL � '� 35' BRLi TOP=670.63 , TREE (MAPLE) IINT tN77- f =6 s�.88-- - ) / ORNAMENTAL I -- - \T / /� TREE INV OUT 6' PVC=64.38 - i -�_ TRENCH / ALL 'ENTER SIGN DRAIN � ORNAMENTAL � CURB' G TREE INV=658.53 TRENCH � ,•� CG8 () T � \ IN DRAIN 65i 9.81 P-STONE J P / �' 1PH ECO33 65-CONCRETE THROUGHOUT (LANDSCAPE) -ORNAMENTAL -- BUSH \ ,t 5 PARKING S- S08'48'24"W ------ � -- / 404.00 --- -j _ _ I WATER -'' "`- b>�A T � �---'='��- ------ 33856 � �--- /� VAULT `�- ER AAINT _ c --LJN!E � EDGE OF Blv1=570.$6-'-�-_ "",RAVEL REGENCY LAKES DRIVE 1 � , � \ 60' R.O.W. CONCRETE EDGE OF POSTED SPEED=25 MPH APRON PAVEMENT EDGE OF / 20 10 0 20 40 (APPROX. CL) RON E I \ \ ( /N FEET 1 inch = 20 ft. INSERTABLE SHtL e All? t;; NOTES, 1. 7Ms mEM wt BE PRecASr oR OAuT NI PtAix, 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 Pie W Pr7ECAST. 3 C*UB J.ATYNJ CM I4 0GUTrM KA 4C A IRADW DF 3110 FEET OR LESS tl40W FAKE Or d > SHokLL. BE PAID! FOR AS RA AL COMRAT04 Ckft i GUTTER. 4. FOR USE MV4H STABRMM 02EN-GRADED ORAK CE LAM, THE BOTTOM OF TK t4 T IGUT TE OPE SWRASSEET "T SEES AliALLEt MIO TO THE iXPTM Dr THE PAWKINT, 5, ALLOWABLE CRITERIA FOR THE USE OF CO-B IS BJLS£O ON ROJOWAY tXAS$F►CA71Ok 2` R ARD DESIGN SPEED AS SHOWN IN APPFMIX A I OF THE VDDT ROAD DESIGN MiAIAJAL_ 1 . r 7 TjtT 1 AT THE T�iOK OF T CNTTWYOR THE BDrTOMt OF THE CLRB AND GUTTER WAY BE CONSTIRKTED PARALLEL TO THE SLaPE OF 9MASE CGLRSES P'RUMEO A 0lhlN M CEPTH OF T' IS IIINNTAMEO_ cos COMBINATION 6" CURB & GUTT; R .U2 WHE IA OEPARTP.ERM NT OF TRWORTAT)OY REv, 4419 CC-3 2' y • a b 1- R see Mate 4 r �' • 9r,. s • a.. Sitba" Notor 1. T#is ilem r be precast or oast in place. 2, Cowrie to be Oms A3 0 cost in ptooe, 4000 F' H pesost. 3. Curb hwi l a rodigs ei 3W feet. or less Ialarq foae of tub) Abe paid for 05 r sWIIA_ i. Tt* 4VIN of wb may be red<JcW as muoh as 3" Or depthl or nnamed as mach in 3' 117• depth in trdtr fat kbt WIN- of curb WN Co:spdt wih the lop 0110 Canso of the portwrrerrt Subitrudure. 4theraise ibe deoh is to be 16' as shawa No odjustmertill in Ow prise tied a to be mode for o deaeose or an krease in depih. 5. Thes etrrb #all be Wed whim design spe*4 is grootor 1hom aD NM '" Rnrel hi -*" and Ar in dexefinied tkbon oed 'Suburbs• S. When This sto®ivd is 10 be tied into +etist'!'4 barrier rash the traRsFan is to tx mode rntJ+s+ 10'V If* Ow" ift slartd 46 rrMA0 41 row operi p, 9trfWlarl STANDARD 4" CURB � ItA 11EPARTMEMT OF 7ft,VV!{5PWTATM IOS 503 204.02 AR CONCRETE 7+ �T..•�7+•�7+ �Y� �7+ �7..•�X• �.2" STONE BASE PROP= SKINEX =ON CONCRETE 4. 8" STONE BASE P R O P= V11 CON= PAVOW SMON (DESIGN TO BE • BY CONCRETE (DESIGNb. 0. do, o. 0 HEATING ELEMENTS 8" STONE BASE O BE VERIFIEDo PROJECT SUMMARY -I ) CS TAX IDENTIFICATION NUMBER 54-((A))-105 Cn -I k III: ow z EXISTING PARCEL AREA 1.97 ACRES <( o o war N � a Of ow wto N w DEVELOPED PARCEL AREA 1.65 ACRES _ L W ZONING B-2 can Lli UJ 0 ADDRESS 1683 BERRYVILLE PIKE �, Li a 0 CURRENT USE GASOLINE STATION r �tioW o PROPOSED USE GASOLINE STATION & CARWASH DISTURBED AREA 0.20 ACRES SETBACKS REQUIRE PROVIDED FRONT (Berryville Pike) 50' 160'+ t� FRONT (Regency Lakes Drive) 35' 89'+ Im v SIDE 0 5'+ 0) REAR 50' 193'+ N '_' PARKING 5' 5'+ PARKING (BUFFER AREA) 25' 77'+ +.+ BUILDING HEIGHT 35' (MAX.) 18'(+/-) Q GROUND FLOOR AREA 5,090 SQ.FT. 'v 0- r\ co NUMBER OF STORIES 1 (24' t) O FAR ALLOWED 1 N tvn FAR PROVIDED 3.06 Q o 0 0 MINIMUM LANDSCAPED AREA 0.30 AC. (15%) N 0 LANDSCAPED AREA PROVIDED 0.63 AC. (32%) J ry Q 0 PARKING REQUIRED PROVIDED oES (D } � >; w STANDARD SPACES (1/200) 21 46 - ro HANDICAP SPACES 1 2 o ro d 0 LOADING SPACES 1 1 _ -C TOTAL SPACES PROVIDED 46 n 0 F- LL PARKING LANDSCAPING PAVEMENT AREA 52,385 S.F. _N •L 0 PAVEMENT TREES REQUIRED 26 0 1/2000 SQ. FT. z' PAVEMENT TREES PROVIDED 26 INTERIOR TREES REQUIRED 5 (@1/10 SP.) S Cl) + INTERIOR TREES PROVIDED 5 TOTAL TREES REQUIRED 31 rn TOTAL TREES PROVIDED 31 O Q) PARKING LOT LANDSCAPING REQUIRED 2,654 S.F. (® 5% MIN) +P Q) PARKING LOT LANDSCAPING PROVIDED 2,700 S.F. '- a Li NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. FREE STANDING SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES, MAXIMUM FREE STANDING SIGN AREA IS 50 SF. MAX. SIGN HEIGHT= 12'. MAX. WALL MOUNTED SIGNS- ARE PERMITTED TO ENCOMPASS 20% OF THE AREA OF THE WALL TO WHICH THE SIGN IS ATTACHED, PROVIDED THAT THE TOTAL AREA OF THE WALL -MOUNTED BUSINESS SIGN DOES NOT EXCEED 200 SQUARE FEET, 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 7. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 8. All UTILITIES TO BE PLACED UNDERGROUND 9. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 10. ARELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHAM MEET THE REQUIREMENTS OF THE ARE MARSHALL w 11. BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304-B, OF THE INTERNATIONAL BUILDING CODE/2006. OTHER CODE THAT APPLIES IS IBC AND CABO A117.1-03 ACCESSIBLE & USABLE BUILDINGS AND FACILITIES. 12.NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 13. ADDITION SHALL MAINTAIN EXISTING BUILDING TYPE CONSTRUCTION. J 14. LOCATION OF THE GREASE/OIL SEPARATOR SHALL NOT UNDERMINE A 45 ~ DEGREE ANGLE FROM THE BASE OF THE EXISTING BUILDING FOUNDATION WITHOUT RDP REPAIR DESIGN SUBMITTED AT THE TIME OF THE PERMIT APPLICATION. TRIP GENERATION 0 ITE, 7TM EDMON ESTIMATES THIS SITE AT FULL DEVELOPMENT U WOULD GENERATE 2,445 T.P.D. LAND USE CODE: 946 Z_ d FIRE LANES REOUIREMENTS- Q Fire Lane markings and signage is required at all fire hydrants, fire department 0 connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. (� U H ]C m d W W W U PROPOSED CURB & GUTTER PROPOSED HEATED CONCRETE APRON (8' 21B/7' CONCRETE) PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA ZONING BOUNDARY UTILITY PEDESTALS EXISTING STORM DRAINAGE & STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE _ PROPOSED WATER MAIN EXISTING WATER MAIN -----. ,_ - ---- --- PROPOSED FIRE HYDRANT I. PROPOSED GATE VALVE & BOX ' EXISTING SAN. SEWER AND MANHOLE PROPOSED UNDERGROUND ELECTRIC SERVICE -i UGf �- PROPOSED UNDERGROUND TELEPHONE SERVICE -- TEL PROPOSED GAS SERVICE GAS` - � W Lj O ry 00 00 0 o W S N o o 00 0 O O th Q N O O + N (n N w if Li_ to s- Z ZF__ LLJ LJ O CD Z W W -7 W J I- LA U U 0 U W = z z �- rn w Q w Q ( H 0 o W (n O O w (ifz w 0:� 0 QU0 It,!; "CC z o oz00 N Z W � _ -1 a o 10 1 tL_ �- U a 0 I 0 0 0 v O 0 I z C 0 (V 00 O 0 (V 0 0 n 3 c D' 0 0 v 0 n w 0 I i 00 U 0 i 4.,% AC HLE ; ZONING: B2 USE: COMMERCIAL 673.58 671.61 BM=673.45 - (REBAR+CAP) 2 671.46 S ---- -- ----- - N07"18'50" -__ SL"".FG._{°-"9 NMI ff^2! ME_ . RM-M. -M+... 2P"'"_-Pnsj r-: .. vav _. ^.1"":3'.te ,.:. .9� on 4i7'3 w3"'S 7..' rx;e! 3u."^ C3c k ' •Y wy 1 w w y'''••rrj;.•rbwM•`� brrr•jr v "Y•Y � by,-,y.,.r, '•.k,•,� ,Gyre!'' . ;;�' •.;,L`••;4 r� rs •r • N FUEL ISLANDS CURBIN (GAS PUMPS) (CG6) CANOPY 672.41 671.88 c KY •q� 'rA r�rr•' 4V O'V -^T7 y7j%i -:i. 7••T r'y� rY'• �h• •4%r•4• gtr•!l��le0i y ••+iY �y 'i t"' -. . t e b +7 Y • . r. b b 3. Y •.^ j b rb'r•r• • r1Y i✓ti'aOyy'•+<i'btby, •0 4 i1�4y,b.�g.y :�YY r y .%:••.,Y•.".gyirbq:' 't•••'•-.e„ ,•S.:,G.'a.,'y+.+��w•..•',y�.•%ybtir"'s•'��,rb�e,.'Y'1�:.�,�, •.••,Y'.YYY''';r ;'r'•%•hy� .. •�•"•.,, ••.b%'r•r�Jj'•,.b�•rj•• .Y"r•..•.,r.,•rr.,� ''�?rhbwr.: V.rYbw♦Ybb: .:�$b.�r ' yYy.,y r tie. bw, +�,•r qy�y'�.'+.'• • e . o. o '•b •.•br.. q'�Y'v.�. Y�yY, ..,Y�..�'Y+.,•�•r0•'••,a• _ ,Y,♦ •••• •y • ,•r+r -:k � r• �ar • wa �•• •ry Y a J•'�••�'y-by,,• Y•"r y 1 O *�� • r4 � wY 4 •b • K • 3 • b b ,'•w •'♦r w Y d b b ••♦r ••4 - s Y �•i M �e w .b .r w b. w w . 'rY. Q+ . 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" �,. �r ° }..,}�� •�'�`�t� dg�y J%�y ��.,w�j k � �'jy ''o ..' s a +i Myb �,��,e,� 7'•� � �q"•a r •4 .C•j Yrr••S�,j�i •••i �.r YjA '•r r'�, � �� a rrbjj -•.. b y.',N•�,�b., r b a.�b j a 'rb;. y Y yY b b ••yY J,•••A. i,•,•�r '"GyY jY • Y r•P. i• �j Y � ��r ♦ �'+ .J i'"r•• Y j. w��. �` �. i .fi r;•rG•'r�,•, r•Wi''�p", w ',�Y;YY"j` yA.,.y«,•:•:�� •�7�f d " �� y ,,r;; rr'1 �{ � b �s � •%L�; rr . b ��,p«, rg�� . r : ! •� S t' `" � ,,SR�'�th•`�r�.'Sa6�i� n$�ytt J � G' .�i 7„*�3+r�.'a ''' ;•�L•�`••.. x�iy• .i r : � ird Br CONCRETE•R AREA SHEETZ EXIT DOOR ., j EX. BUILDING 40•CONCRETE S� S00000, 673.00 6 2.68 >' 672.56 672�45 . CONCRETE `� \ �ORNAMENTAL s'= EM M.1 ', CURBING THROUGHOUT-- CQ {CG6) 1` CURBING �- REE ` C (CG6) ,. � - 672.08 671.50 672.0� r--------------=----- 671.32 ` 672.32 ORN = 35' BRL r�E 6 j2_ _ ; „i ,~ r _ _ , - - 671.76 - 671.96,- - 67 3- TRENCH DRAIN 671.39 CURBI G ORNAMENTAL iNV=668 51 TRENCH TREE I DRAIN (CG ) 1 INV-669.81� / STONE � 671.51 '� AREA y �--CONCRETE - - _ ----(LANDSCAPE) THROUGHOUT -- / - = ------6 LORNAMENTAL --------------- PARKING _ �--- --- ;»;�__..__.__-__._ _... _ _ _� BACK 508'48'24"W 404.00> -'�- '_` _.._.._._ - 671.31 5 SET -- -- - / D _ Pf BM=6 70.86- 670.33 - '' (REBAR+cAP) REGENCY LAKES DRIVE 543 0 �)RDS WS � . 4.6b Al;KtS ZONING: B2 USE: COMMERCIAL /M EX. CG-6 /C=672.26 SIDEWALK=EP IN THIS AREA TRANSITION M/M EX. CG-6 :T- TO 4" CURB T/C=673.50� N07 8'50" _ 7 M3 .. (yy�jr�pTry 7: -^'% rm 439 _Cam- vFsT WMWM� .. �'J 67 d- 6/7 -�4I PVPWT F ELEV_674.00 - - C 0676. .97 s} 09J, 693.90 EQUIPMENT ROOM673 T/C,y PAT, ism TEE--E - 07 ' f�M EX.� I/ UG ELECTRIC 673.97 673.97_ _ _-CONCRETE i PAVEMENT -00 _ _ ... _ 67 ` ,674'. 2Q - 673.97 ❑ C� TRANSITION OC HP �i TO 6" CURB PROP. C.IC. --' 1 FUEL ISLANDS (GAS PUMPS) S H E E TZ EX. BUILDING AREA=4052 SF. FF ELEV=674.00 OC q I i j� im �, � x4 tCCENTRIC COUP ING ❑ � , I � �_� tI -gm VM s �\ PROP. C.O. W/ 5M Buz tb �t rn . rri n n r � ✓'S? aA d. UW ---�Zz/ 1/ ------------ ._--- 35' BRL �,�r�P-670.��.� - _ i., O+ F,' pvw 1-2" W/L TEE OFF E X %/L ROVIDE 4" SCHL-40 SAN. LAT.- NNECT TO EX. 6" S R 21 P MENT � i m PHASE 1 EROSION & SEDIMENT CONTROL AND DEMOLITION 20 1 .�AAPH/CS 0 40 PHASE 2 EROSION & SEDIMENT CONTROL AND GRADING CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 3_,1:�- no FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND iT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL 10111. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PL0. 3.05-1 ShaTood & Ty, /N FEET 1 inch = 20 ft. AREA TO BE DEMOLISHED EROSION & SEDIMENT CONTROL MINIMUM STANDARDS 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final 12. When work In a I/ve watercourse Is performed, precautions shall be taken to minimize encroachment, grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to control sediment transport and stabilize the work area to the greatest extent possible during construction. denuded areas that may not be at final grade but will remain dormant for longer than 30 days. Permanent Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used stabilization shall be applied to areas that are to be left dormant for more than one year, for tl: ese structures if armored by nonerodible cover materials. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month sediment trapping measures. The applicant is responsible for the temporary protection and permanent period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is mature enough to survive and will inhibit erosion. completed. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap 16, Underground utility lines shall be installed in accordance with the following standards in addition to other sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional applicable criteria: before upstream land disturbance takes place. a. No more than 500 linear feet of trench may be opened at one time. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation, A Excavated material shall be placed on the uphill side of trenches. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area c. Effluent from dewatenng operations shall be filtered or passed through an approved sediment trapping to be served by the trap or basin. device, or both, and discharged in a manner that does not adversely affect flowing streams or oft` -site property. a. The minimum storage capacity of a sediment trap shall be 134 cubic yawls per ace of drainage area and the trap shall only control drainage areas less than three acres d. Material used for backfllling trenches shall be property compacted in order to minimize erosion and promote stabilization. b.Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage opacity of a sediment basin e. Restabilization shall be accomplished in accordance with these regulations. shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used f.Applicable safety regulations shall be complied with. in runoff' calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is 7.Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that transported onto a pa ved or public road surface., the road surface shall be deaned thoroughly at the end of are found to be eroding excessively within one year of permanent stabilization shall be provided with each day, Sediment shall be removed from the roads by shoveling orsweeping and transported to a additional slope stabilizing measures until the problem is corrected, sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner, This provision shall apply to individual development lots as well as to larger land -disturbing activities 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 18.A11 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided, program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to 19. Properties and waterways downstream from development sites shall be protected from sediment remove sediment. deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance witty the following standards and criteria: 11.Before newly constructed stormwater conveyance channels or pipes are made operations, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. LEGEND PROPOSED STORM DRAINAGE & STRUCTURE - PROPOSED CURB & GUTTER • • • • • • • • . DRAINAGE FLOW . . . . . . . . . . . . . . EXISTING GRADE . . . . . . . . . . . . . PROPOSED GRADE . . . . . . . . . . . . . PROPOSED EASEMENT AREA . . . . • • . . . PROPOSED SILT FENCE • . . . • . • • . • • SF DRAINAGE DIVIDE. • • • . . . . . . . . . :T a OMITS OF CLEARING. . . . . . . . . . . . SOILS CHART MAP SYMBOL_ NAME 9B Clearbrook soil SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6" OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARiON KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SO. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT 543. GOZDQJ(0400 0 wa iYow< (0 F-- Zo0o 00 LLJ F-0 WOWLLl WL�o 0o 0 0- _ "C/ ''nn V/ d � Q V Q c9 O I U) L0 Q o o J Q Ui N rN c O O a Ln 0 I,- i` �� LL "L O ca = to + C vi O +0 Q) (. L w J C;J 0 W 0 F- Z Z 0 no 9 Z 0 a W W W Z a 0 W F- vz + C) OQ IV) p (9 U W 0 Y a d � { m a °d W W W o � NWN (n W 0 CL W Q 0 00 0p to ZZ Q CV O to + d- w II � > _ N W J w w i- Z > w - w Q cam) _ d Cf) 0 M M U W 0 C. Q z0 O QO U U g g <Li o z y � 0000 COCD � = w� o U F r Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balring ropes Remove top of wire basket DO NOT prune terminal leader or branch tips 1 / Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil widen and score hole 'Q,.. Partially backfill, water to wall a settle soil, finish backfilling Remove container and cut circling Area for water drainage Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scole MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL PLANTINGS SHALL CONFORM W/ 165-36B OF FREDERICK CO. ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY p PIN OAK 2" CAL. @ 6" HIGH AS SHOWN 11 RED MAPLE 2" CAL. ® 6' HIGH AS SHOWN 10 NOTE: NO ADDITIONAL LIGHTING FIROPOSED WITH THIS PLAN 0- 0 0 0 TI z iu a V1 a. 0 r7 N 00 O O N O 1 O z 0 0 N U 0 a i w i 0 i 00 rn i v 0 a_ GENERAL CONDITIONS SCOPE OF WORK The landscape contractor shall provide all materials, labor and equipment to complete all landscape work as shown on the plans and specifications. NOTE: If the contractor bids according to the Plant List, he/she should thoroughly check the plant list quantities with the symbols drawn on the plan, top be sure there are no discrepancies. If there is a discrepancy between the drawing and the list on the plans, the drawing takes precedence. STANDARDS A. All plant material will conform to the current issue of the American Standard for Nursery Stock published by the American Nursery & Landscape Association (ANLA). B. Plant material must be selected from nurseries that have been inspected and certified by state plant inspectors. C. Collected material may be used only when approved by owner's representative. D. Nomenclature will be in accordance with Hortus III by L.H. Bailey. SUBSTITUTIONS: PRE —BID It is the landscape contractor's responsibility to make every reasonable effort to find the material specified by the architect. The landscape contractor may offer substitutions to the landscape architect for his/her consideration. The landscape contractor will notify the landscape architect if there are known diseases or insect resistant species that can be substituted for a selected pest —prone plant. The contractor shall submit a base bid as per plan plus price clarifications for all recommended substitutions. SUBSTITUTIONS: POST —BID It is the intent to eliminate post —bid substitutions. However, in the event that the contract material has become unavailable, an appropriate substitution must be approved by the owner's representative. UTILITIES AND UNDERGROUND FEATURES The landscape contract shall notify utility companies and/or the general contractor in advance of construction to locate utilities. A. If there is a conflict with the utilities and the planting, the landscape architect shall be responsible for relocating plants prior to the planting process. Any cost due to relocating after planting shall be borne by the owner. DRAINAGE If plants are to be installed in areas that show obvious poor drainage, and the plants are inappropriate for that condition, the landscape contractor shall be relocated, the contract shall be adjusted to allow for drainage correction at a negotiated cost, or the plant selection modified by the landscape architect to accommodate the poor drainage situation. WARRANTY A. The standard .tirranty is for a one (1) year period, excluding bulbs, sod and annuals, commencing on the date of initial acceptance. Al plants shall be alive and in satisfactory growth at the end of the guarantee period. B. Balled and Burlapped (B&B). 1. Balled and burlapped plants shall be dug with firm root balls free of noxious weeds. There should be no excess soil on top of the root ball or around the trunk. 2. Ball size shall be in accordance with ANLA Standards. 3. Caliper and Height Measurements: In size grading B&B single —trunk trees, caliper shall take precedence over height. Caliper of the trunk shall be taken 6" Above the ground level (up to including 4" caliper size) and 12" above the ground level of larger trees. For multiple —trunk tress, Height measurement shall take precedence over caliper. C. Container —Grown Stock 1. The size of container —grown shrubs is measured by height and width of plant. Container--c.-own trees are measured by the sarne standards listed in B.3 above. The root system of container —grown plants shall be well —developed and well — distributed throughout the container. 2. All container —grown trees and shrubs that have circling and matted roots shall be treated in the following manner prior to planting: using a knife or sharp Blade, make 4-5 cuts, 1 " deep, the length of the root ball, to cut all circling roots. See Planting Procedures For All Container —Grown Trees & Shrubs in this section. 3. All container —grown plants should be grouped and watered daily until they are planted in the landscape, the soil shall be kept moist with the equivalent of one inch of rainfall per week. A. Pruning shall be done before planting or during the planting operation. Pruning Detcj:l for Trees in this section. B. All plant material in transit shall be covered to keep material from drying out. The covering shall comply with state and local laws pertaining to the transport of materials. C. Trees shall be placed in an upright position with the rootball covered by mulch and kept moist. Trees and shrubs should not be left on site unplanted for more than 24 hours without adequate water to insure roots survival. INSPECTION A. Plants may be subject to inspection and approval by the owner or owner's representative at the place of growth or holding yard for conformity to specification requirements as to quality, size and variety. B. Plants damaged in handling or transportation can be rejected by the owner or owner's representative. C. State nursery inspection certificates shall be furnished to the landscape architect upon request. PLANTING PROCEDURES FOR ALL CONTAINER —GROWN TREES & SHRUBS A. Remove the Plant either by cutting or inverting the container. B. For untreated plastic container grown plants with circling roots, use a sharp knife to make 1" cuts the length of the rootball. C. Plant shrub to tree a minimum of 1 /8 of the height of the rootball above existing grade. D. Apply a 2 to 3" thick layer of approved mulch. Keep mulch 6" away from the trunk of all trees and shrubs. E. Plants grown in root containment bogs must have the bags removed during the planting operation. No additional slashing of the rootball is necessary. J \�G1DilA cn s J Q ZO 4 Z O O o w _ W ; �o Lt.. c V '1b 0. d o ti�`YWO� ad _.dam t� v) �. 4-� U .Q) N d � Q 0') v Q Q0 O C I N (J) u7 Na �o o Q � o (N 0 __J Q > (7) 0) L —r T N rN c 0 O C) L0 0 1 r- !lY v r` LL VN ui O iL Q) tC � _ (n Co O a� C: U-, a Lama zz <:5 wa U Z to F- p 2 Z 0 Z 0 Q j O Q �0 U 0 a m W Wp W W 0 W U w 0 Qz a w Q Z 0 V W 0 X D a_ U V) 0 W (D p to N A O J � w a < i 0 U) En 0 Z Z O O � � v U 0 oM Z Y Z 00 0 r� 0 Li T— n OI3 CONCRETE CRADLE �i U Q 6 0 I 0 0 0 0 I z o� a Q N 0 co 0 N O M 0 a J O 0 co c� i 0 CL i w / 0 I i Io rn i_ U N 0 STANDARD 4' select ackbdl >- O.D. A 24' select backfill s' All backfill to be compacted to 95% of ASTM D698 maximum density. 6' 8' concrete CONCRETE ARCH 4' Se18Ct ackfill ............... L — CONCRETE ENCASEMENT TRENCH &BEDDING -1- 24' select bacMill 6' 1P2 O.D. 6' 6[y spigot by gasketed bell 45° bend z '6— gasketed pipe and fittings 8' x 4' gasketed bell wye SDR 3 , so weld cap Ply line finished gmIgrade � .5' location marker stone.-% W min. cover ` 4' pipe at 2.0096 minimum grade Ali pipe and fittings shall be SDR 26 heavy wall sewer. SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS MAR os -17- SHEETZ WITH CARWASH EC❑ AIR STAND / RYKD VACUUM 31mar06 9'-10' AIR STAND TRASH CAN VACUUM treated 25c 4' with. top 8' painted green MAY 06 AIR-VAC MOUNTING PAD NOTES: ELECTRICAL NEEDS ARE (2)120-VAC 30-AMP #10 WIRE CIRCUITS WITH GROUND POWER CONDUIT FROM BUILDING TO AIR MACHINE IS TO BE RIGID PVC WITH FINAL 10' IN RIGID METAL CONDUIT AND EYS FITTINGS AT BOTH ENDS. LOOP AIR STAND TO VACUUM WITH RIGID METAL CONDUIT ENDING IN RECESSED CAVITY UNDER VACUUM. TERMINATION BUSHINGS TO BE INSTALLED AT BOTH ENDS. RUN 3/4' RIGID PVC COMMUNICATION CONDUIT FROM BELOW VACUUM TO CARWASH TELLER USE WEDGE ANCHOR BOLTS TO MOUNT AIR STAND AND VACCUUM BOLLARDS ARE 4" X 4" X 5'. TO BE PAINTED WITH SHERWIN WILLIAMS ' 1 '16 " "SHEETZ RED" - "ULTRADEEP HIGH SOLIDS ALKYD GLOSS -LOW VOC" PRODUCT # B54TZ404. FOR INFORMATION CALL SHERWIN WILLIAMS ALTOONA, PA STORE (814) 946-6161 4" X 2 FT. SLEEVE TO BE PLACED IN PAD IF TRASHCAN MOUNTING POST IS NOT AVAILABLE WHEN PAD IS POURED I— 2'-10' —,-I- 2'-10' -I-- 2'-10' A —1 4 "I— i'-4' �---- —� 1'-4' �-- —� 1'-4' NO <01541ei A -A 4' X 4' X 5' BOLLARD TYP, 3/4' POWER C❑NDUIT LOOPED FROM AIR STAND 3/4' C❑MMUNICATION CONDUIT TO CARWASH /—TELLER A ITO SAN. SEWER 8- BLOCK Concrete Skid pad t 27-1/2' finished 18' dia. x 6' deep grade PLAN 4' stone Panella Model PA4SV-OSK (41 cast iron Q�Q cieanout cap with standard gasket and brass plug having a countersunk square headWASH �L5WL5 CAR SH FLOOR V-10" METAL GRATE WIDE x 1' THICK x 9'-4" LONG FINISH FLOOR OQv heavy wall 4'x4'x4' TEE 4' PIPE N brick base I WATERPROOF SEAL - - - - (THOROSEAL) ro (TYPICAL.) 4' OUTLET PIPE TO SAN. SEWER sewer main ... •45° bend GROUT CORES r7 45' m e" BLOCK (T(P.) ..S ..T s' CONCRETE .......................................... ( SECTION A -A 4" 2A STONE ..................... -� stone All pipe and fittings shall be SDR 26 heavy wall sewer. CAR WASH DRAIN SEWER CLEANOUT -19- A Valvoo, Inc wilve box assembly: Ild: Figure No. 7 marked SEWER' top section: Figure No. 7S26TO bottom sealkn: Figure No. IBOB24 MAY 06 f 4RWA-.�,H : Fi.-LER JETAIL 11?M M; i�• WATERPROOF SEAL (THOROSEAL) (TYPICAL)- LT ' TRASH CAN PAD (TOP Ej.E PAD F-LL)SH WITHCURB) . 2.6 • «— --�° LILEP PAD 6' BELLD T�G� Rr �:>-IIPB) TRL'.Tjl-i CAN ON 1N GROUINn MGUINT TELLER ��- r r�nl�kT 4-x4r PcIsT —.,�•, ps CURB jay p AAL 1 PADS TO 3,6+ X 3G a X 36' DF P T�+ CARWASH --�--� DETAIL U 3 CHAMBER {2) TANK CONFIGURATION FOR 30 TO 60 GPM .r - --- 1)T?i Pt R-O ATFR REFC�)VSRY SY$TEM IrA40 V SCII W P4JC SiYYTION LNES. CNE TO SERVE AS A i-ARF U `JES ARE vTRAPPFV TO THE TANK WOW INSI +LL 2 =i fItl, 4N?3h31r1/TF O-RINOS TO Al, OF THE 8UG11ON LIWSS TERMINATE SUCTIO, N LIMES W FULL FLOt'T Fl k`•PER CHErX VALVES NO SPRING LQArfD F0:1 < VALVES 2) RUR,INA PROrtAXO LOW SAFETY ': E'/=L FLOAT SHOULD 5=- PAOU vTEC GQ THAT tT VALL BE IN tHL lJNYPJN PO1y ,t� 1ION i0''aE THE TOP Or rHF FI AP PIER CHECK 10`15 PLOAT CON IROLS I.HE SAFETY FUNCTION _C PROTECT 111L PUMP FROM M A LOW'.""'A.TER SM.tA71ON. 3)1"."-.PARGER i CIZCNE RETURN LINE I= 9PA132-R 51 S1, 01.13 7SRmIMATE SO AG 10 AU_0 VJ TrIE SPAR°,3ER TO BE i' ABOVE WATER LINF._ "I= AN CZ-_V4l a`Y�,.6M LItdE SHOULD TERMINATE 2' 7110 t noT-", of €.FTAfU(v1aT I .a. °E= SO AS TO SPRFAt, *! I-+ 0/0NE 4) 1' C :DNBUiT 1VITk {S) JA :'.AU:I 'AIRE$ TERtrlit•.A-M-0 IN WATERTIG!'fT JUNG710N BOX RUN BACK TO ? tR- '1.AT£R VFf7I.ATFd SYSTEftFOR FLOKI CONTROL-& IN fitOM CATC4 BASIN IN CARWAS - s ----- -- , -< IJ - VIC TANKS APPROX1tutATELY 159E GALLONS EACH f J♦ r r lt l r J T I J f . r .f r •r r �. f Ili r J, T 0 omQw0z o °warr-oJ4� w ��wv'zQ��Ww W LL oo O ° �� 0No .. J 0 w � Z a ter_ W I- s� Z V Q � � m p lil W � U: ~ Q 0 U W O W H � o n � zo + O � nJ Vof ) O W Q � Z U) Ld Z > � � W 0 Q w ~ 0 0:) zp Q00 U z LJJ � M 0 z � z00 O w � = w st Z � � U