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HomeMy WebLinkAbout17-06 Motion Auto Parts , Inc. - Auto Parts Store - Opequon - Backfile (2)ABBREVIATIONS 2 a. MOTION AUTO PARTS AND RELATED SITE IMPROVEMENTS PROJECT: MOTION AUTO PARTS OWNER & MOTION AUTO PARTS RELATED SITE IMPROVEMENTS DEVELOPER: 375 FAIRFAX PIKE CORNER WARRIOR & IVORY COURT STEPHEN CITY, VIRGINIA OPEQUON MAGISTERIAL DISTRICT 22655 COUNTY OF FREDERICK, VA (540) 869-9096 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. APPLICANT 116 SOUTH STEWART STREET 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. Contact: ELLIOTT RITCHIE, JR. PARCEL INFORMATION: PROPERTY ID NO.: 86-A-102B SITE AREA: 1.15 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRIC PROPOSED USE: AUTO PARTS STORE CURRENT USE: VACANT ---� ``'' �ry1 G�""" [�''�� (PREVIOUSLY RECREATIONALr m G ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 1.0904 Ac.=0.9268 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 35 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: PARKING REQUIRED: J N MOTION AUTO PARTS: STORE: 1 SPACE PER 200 SO. FT. OF FLOOR AREA 0 WAREHOUSE: 1 SPACE PER 1000 SQ. FT. OF FLOOR AREA OFFICE: 1 SPACE PER 250 SQ. FT. OF FLOOR AREA ICE CREAM PALOR: RESTAURANT: SPACE P OF R AREA _ RETAIL: 1 SFrA PER 200 SQ_ FT. OF FLOOR AR PARKING REQUIRED: MOTION AUTO PARTS: STORE AREA: 18 SQ. FT. 200 . FT. X 1 = 8.59 => 9 SPACES WAREHOUSE: 00 SQ T. X 1 = 2.36 => 2 SPACEa2 OFFICE AREA: 197 SQ. FT./ 250 SQ. FT. X 1 = 0.79 => 1 SPACE �l SUBTOTAL: 1_Z SPACES 2 HDCP SPACES ICE CREAM PARLOR: RESTAURANT AREA: FT./ 100 SQ. FT. X 1 = 7.77 => 8-SPACES RETAIL AREA: SQ. F . 200 SQ. FT. X 1 =15.72 => 16 SPACES SUBTOTAL: TOTAL REQUIRED: g2"PACES 36 SPACES PARKING PROVIDED: 40 SPACES W/ 2 HDCP LOT COVERAGE: BUILDINGS/STRUCTURES: 8,000 SQ. FT. (0.1837 ACRES) PARKING/DRIVES: 17,032.61 SQ. FT. (0.3910 ACRES) CONCRETE AREAS: 2,784.94 SQ. FT. (0.0639 ACRES) TOTAL IMPERVIOUS AREA: 27,817.42 SQ. FT. (0.6386 ACRES) F.A.R.: F.A.R.: 0.1837 Ac/1.15 Ac = 0.1597 < 1.0 OPEN SPACE: 1.15 Ac. - 0.6386 AC. = 0.5114 Ac. (22,276.58 SQ. FT.) (44. 5%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area Perimeter Screen Along R-O-W & Adjacent Properties 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SQ. FT. Of Impervious Area: 27,317.55 SQ. FT./2000 = 13.66 => 14 TREES (Required) => 14 TREES (Existing) Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge) 5% Interior Landscaping Islands: 27,317.55 Sq. Ft. X 5% => 1365.88 Sq. Ft. (Required) Landscape Islands: => 1370 Sq. Ft. (Existing Proposed Parking Area: i Tree Per 10 Parking Spaces 41 Parking Spaces/10=4.1 => 4 TREES (Required) => 2 TREES (Existing) => 2 TREES (Provided) BUFFER: CATEGORY "B" BUFFER ALONG ADJACENT RP PROPERTIES. - 187.17 LINEAR FEET OF BUFFER. EXISTING LANDSCAPE BUFFER IS IN PLACE SHALL BE PRTOECTED DURING CONSTRUCTION. LANSCAPiNG MAY NEED TO BE INCREASED AS DIRECTED BY ZONING ADMINISTRATOR. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2- ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. SIGN REGULATION ALL BUSINESS SIGNS SHALL BE MONUMENT -STYLE SIGNS THAT ARE A MAXIMUM OF 12 FEET IN HEIGHT. BUSINESS SIGNS SHALL NOT EXCEED 100 SQUARE FEET IN AREA. ALL BUSINESS SIGNS SHALL BE SET BACK A MINIMUM OF 10 FEET FROM ALL URBAN COLLECTOR STREETS AND URBAN LOCAL STREETS AND SHALL HAVE A MINIMUM SPACING REQUIREMENT OF 100 FEET BETWEEN BUSINESS SIGNS. RM(07 (O AUTO MD A'T IN/;:�_ ED) C(DRNF=R(OFWA[RHIan[ORIVE :no IV � nYCOU[N7 �FE U• A I TERIAL DI T' I I lffljfflNffi1E0NJT EF 11= I I I I COUNTY OF FREDERICK FREDERICK COUNTY, VIRGINIA HIMM L IGHT CARL W. 1 l _ & MARY E. 1 F-PICKEff PATRICA D.- PIN: 86D-2-25 PIN: 86D-2-1 �J INST. NO. 0414671 INST. NO. 0416778 o� \ ZONED: RP ZONED: RP USE. RESIDENTIALNM R.O.W. ff - - - - - - §MW UWT Z5 W.K.K.- - - - - - 2W WON wae ague -_- -- - -- --- 48, / "� _-------- ,--- �` 22.43' e7 P �® I I I SW47 15* 112.51 GE AT SHERANDO e` SECTION II -OPEN SPACE PIlOPOegEp AU 'p SIONE PIN: 86D-3-2-52A N A` 1028 D.B. 823, PG. 200 K! - I ZONED: RP i �I F�10HT. PE&..�74dI� >lkiM�t.} SWM USE:OFACILITY • r� RIMU1RM 40 SPACES 20 PROPOSED. 41 SPACES II o I I I III �� t I I I L� /A10 RICHARD L & LINDA F. II � TALIAFERRO N PIN: 86-A-102C XJOHN B. & CLARA E. D.B. 740, PG. 515 1 SHIFLETT ZONED: B2 PIN: 86 5 G USE: COMMERCIAL & ' X ZONED: RP �\ INDUSTRIAL USE: SINGLE-FAMILY CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD i RESIDENCE \ 1 67.7 ' '1 '1 4 4 .1 NO6' ' 8" 61.51' 1 4 4 4. N 1 1 PROJECT OVERVIEW 1 to = 100' TUCKER MARGARET PIN: 86D-1-1 INST. NO. 0210027 ZONED: RP USE: RESIDENTIAL VILLAGE AT SHERANDO SECTION II -OPEN SPACE PIN 86-A-102A D.B. 823, PG. 220 ZONED: 82 USE: COMMERCIAL & INDUSTRIAL i1>�vzx OF v f UPNM> 18-260 ti s_ 1OZ ASSY. B.F. BLK. BC BML BP BSBD. CG-2 CG-6 CIP CL CMF CPP CMP CMPA CO DiA. DS EOP €OG EX. F.F. F. F. E.. FD F F.L S. Ga. GM GV HCR HB HDR CUR HP HTR. INC INV IPF IPS LP LT. MLP MPD MP MH NDC N.P.S. NLT NRT N.T.S. OHE OHT PN PL PP PROP. PVMT RCP R.D. RED. R.O. SAN. SEW. STD. T.B.D_ T.B.R. T.B.P. TB or T.B. TC TEL. TRB TVRB TYP or LICE UGG UG CATV UGT XFMR WL WM WPP WTP WV 5'R *00.00 ASSEMBLY BASEMENT FLOOR BLOCK BOTTOM OF CURB BUILDING MOUNTED LIGHT BREAK POINT BASEBOARD VDOT CURB VDOT CURB & GUTTER CAST IN PLACE CONCRETE CLASS CONCRETE MONUMENT FOUND CORRUGATED POLYETHYLENE PIPE CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH CLEAN OUT DIAMETER DOWNSPOUT EDGE OF PAVEMENT EDGE OF GRAVEL EXISTING FIRST FLO LO FINISHED �rL OR ELEVATION FIRE DEPARTMENT CONNECTION WIR ACE OF GUTTER E HYDRANT FIRE LANE SIGN FLOOD LIGHT GAUGE GAS METER GAS VALVE or GATE VALVE HANDICAP RAMP HOSE BIB B 6" HEADER CURB HIGH POINT HEATER INCREASER INVERT IRON PIPE FOUND IRON PIPE SET LOW POINT LIGHT METAL LIGHT POLE MULTI -PRODUCT DISPENSER METAL POST MANHOLE NOSE DOWN CURB NO PARKING SIGN NO LEFT TURN NO RIGHT TURN NOT TO SCALE OVERHEAD ELECTRIC OVERHEAD TELEPHONE POST INDICATOR VALVE PROPERTY LINE POWER POLE PROPOSED AVEMENT REINFORCED CONCRETE PIPI ROOF DRAIN REDUCER ROCK OUTCROP SANITARY SEWER STANDARD TO BE DEMOLISHED TO BE REMOVED TO BE PRESERVED or PROTECTED THRUST BLOCK TOP OF CURB TELEPHONE TELEPHONE RISER BOX TELEVISION RISER BOX TYP. TYPICAL UNDERGROUND ELECTRIC UNDERGROUND GAS UNDERGROUND CABLE T.V. UNDERGROUND TELEPHONE ELECTRIC TRANSFORMER WATERLINE WATER METER WOOD POWER POLE WOOD TELEPHONE POLE WATER VALVE RADIUS IN FEET PROPOSED SPOT ELEVATION EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1 /8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). f LIST Of DRAWINGS: SHT. 1 /5: SHT. 2/5: SHT. 3/5: SHT. 4/5: SHT. 5/5: COVER SHEET SITE NOTES AND E&S DETAILS SITE LAYOUT PLAN SITE GRADING AND E&S PLAN ON -SITE STORM SEWER PLANS & PROFILES AND MISCELLANEOUS DETAILS M MOTION AUTO PARTS, INC. WINNEROOFWARINIOOR DRIVE AND IVORY COUR OPEOUON MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL CONSULTING ENGINEERS "/-V PAINTER-LEWIS, P.L.C. 116 South Stewart Street Winchester, Virginia 22601 Telephone (540) 662-5792 Facsimile (540) 662-5793 Email: off ice®pointerlewis.com JOB NO.: 0411019 SHEET: APRIL 5, 2005 1 /5 LATEST REVISION: MARCH 30, 2006 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of PointerLewis, P.L.C. and established at a one (1') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook. 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary erosion and sediment control devices shall be removed as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: Seedbed Preparation: A. Scarify the top 1"-2" of topsoil after final grades have been achieved. B. Add 3 tons per acre of pulverized agricultural lime (140 Ib/1000 sf). Seed Type: Rate: Mixture: Reliant Hard Fescue 130 Ib/Ac. 65% Kentucky Bluegrass 40 Ib/Ac. 20% Perennial Rye grass 30 Ib/Ac. 15% See specifications from supplier for complete information. EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. The Frederick County Sanitation Authority's (FCSA or Authority) Water and Sewer Standards and Specifications are 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. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. 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 developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer lines to an existing manhole by core drilling the manhole. 7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department all furnish and install all water meters through 2" in size. It is the developer's/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 to be between 18 and 21 inches. d) All components of the meter box assemble 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 fire service meter assembly and a backflow prevention assembly (double detector check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1 Typ.) shall be installed in all structures to facilitate flow through the system. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CG-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department. 2. Building shall comply with The Virginia Uniform Statewide Building Code section 309, use group M (Mercantile), and section 311 use group S (Storage) of the International Building Code/2000. Other code that apply are ICC/ANS A117.1-98. Accessible and Usable Buildings and Facilities. 3. All required man egress door and 50% of the entrances shall comply with accessibility under chapter 11 of the IBC and ICC/ANSI A117.1-98. The door locations is mot indicated on the plan at this time and shall be provided with an accessible route. 4. All structural plans submitted for permit application shall be sealed by a VA Design Professional. Please note the requirements in Chapter 17 of the IBC for special inspections for this type of structure. EROSION AND SEDIMENT CONTROL MEASURES 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of construction. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall) be dressed to conform with the existing grade and stabilized. will be installed as culvert inlet protection at the upstream ends of culverts. Silt fences shall be 3.08 Silt fence p p inspected after each rainfall anid at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will) generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding) will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction February through August 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/oc 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib./ac 97 85 Red clover 8 Ib./ac 95 65 Ladino clover 8 Ib./ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib./ac 98 85 Winter Rye 12 Ib./ac 98 85 May 1 - Aug 31: German Millet 12 Ib./ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib./ac 98 85 Mulch: 1.5 ton/aIc small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise approved by the engineer and the county. co-w A .[-� H^Y PLAN �= WIDTH OF ENTRANCE & WIDTH OF I`__ ENTRANCE 3'-O" MML EXPAiS10N JOINTACCESSELE a ■ LifTS IF L■NTs OF a ROUTE - 3 0" iI 6� - � E PROPOISM TOCOR TMAA/ERS s o 3, MIN. SSDEW" SPACE c C3 ■ EX►ALS04 JO■fT `1\ ENTRANCE GUTTER „ Atx�ig43�llpE�R47pUTE OET�/M/IADDITIOPW� n+ T UMPAVED SPACE ;� OF 02 AE ■ EXTE14 �`101D Ei45TM4 OR PROPOSED VOOT Rlp"TOF MAY. 6" � FLOW LINE Q DETAIL TO 9E USED WNW THE COLD WIDTH OF LWAVED SPACE AND SIDEWALK SPANS IS LESS TMM r. WIDTH OF auTTElt ENTRISCIE WID EXPANSION JOINT ABSOLUTE MOM" ' s. ■ ACCf.SMI ROUM 4 OUVO At A COMTIMNOLNS UNOBSTN{JCTEn, STABLE. FRI AD " RE'lISTA(T i. EDGE OF PAVEMENT -"PATH CONIECTXIG ALL ACCE»E E<1hEJ7fS OF A - FACILITY THAT CA/ BE APPNOAC ED. ENTERED AM - ►. � s. • • s. USED 9Y PERSONS WITH MO■UTY 6FARRE34TS, HALT PLAT ■ �+ r�Ro�no A EARL �,TE3• A�RtA� KCTM H WIDTH 7s REQUIRED. 0% TO V% CHI PAROSOLIC cLays FACE OF CLAB � 6--•�- SIDERIIM.K SPACE 's MORMAL tXUTTEtt 427E MINI. SLOPE T' s• ( ►. ' 497 CLM A3 M.E.S.) CONC. .o•4a.b4go boo qo:o '.'• ago 4o bo e6 TYF�2^■ s' o- I SIZE SECIM C-C L-ro-IFOR #41 APONT OF MOM CIYMIOE 9SULT C, CURB ENT Y r a -•1 SUET CONCURRENTLY XI X 12 X MA1f614M NCfWAK IN SLOPE AT MPOM IW MTiRVALS - gEtIM A -A x x x 3 2 WAXMINAN DECREME N SLOPE FOR FIRST 1D•W WVM. AID 6 X MWRMA( DECREASE FOR SUCCEEDING MNMM AP NTERVALS ...:.:..... MEN UBED N OOMJINICI M I" STANOARO • • • • • • CC-3 OR OC-7. THE G/i FACE ON THIS STADARD Is TO BE ADJUSTED TO MATCH THE 3EC'TM D-D MOUNTABLE CURB CONF'N"ATDN. 203.03 STEEL OR WOOD POST STANDARD ENTRANCE GUTTER VWQW DEPARTMENT OF TRAPMORTATION EXTRA STRENGTH FILTER FABRIC-,, NEEDED WITH WIRE SUPPORT Kil - FLOV FLOV �-R--TT - / I -III -I 110 FT MAX. SPACING WITH -I I �NIRE SUPPORT FENCE PONDING HT. PONDING HT. STEEL OR WIRE & FILTER FABRIC 36QDOS( ATTACH SECURELY HIGHMAX OUTA 1 SIDE OF POST. ,4RUNOFF g" M,q� RUNOFF (RECOMMENDED) ..� - - STORAGE HT. •:..b. T-I I �- •%�ii<-I I I-1 I'I j I= -•PIN., ati 11�d" 12" IMIN. I I I- =• •I�I 111- I 12" MIN-1 I I` -� --� 4"x6" TRENCH I -I WITH COMPACTED LVII GRAVEL I- BACKFILL I I_ ST;ANDARD_DETAIL A_LTERNATE_DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 T L!, MAX. _ SILT FENCE DROP INLET PROTECTION 2 X 4' VOOD FRAME STAKE DROP IkLE PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION %ME -�1 THEIR CESs CERNERS I l' MIN. DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATINTLY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLIIII FLOWS (NOT EXCEEDING 1 C F S.) AKA: 'TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STRE71' OR HIGHWAY MEDIANS. N�INI� I zl 0 Q J C H 0 O Z 0 W W H N Q U Z_ V Q C� ZO cr_c� I _ O :D Y *R0�V o30NW <O>V� OWZ�ZO -ZQO -D � D O a- V V ■ a 4-1�0�() A(cNo LCoV L/ v3i N a) 0 v cD o v (D 1 c LlJ a) Er O _ O ° J [n > �- to a 0 � 7 a) U cno s E o WCD -c 'v �L`w Z P, 0 V) z J W Dw Z0 EE!l 0 W oZ H. . PANIt1ER a No. 8260 , eP0 (.10,1' 05 � Gti �SSIONAL SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: TGP 0411019 SCALE: DATE: SHOWN 04/05/05 SHEET: 2/5 01 W X 20 0 20 60 Scale 1" = 20 ft I / I II I III III / I I I III III I I I i III III I /I I II III III I / I I I I III III / I I I I , III III / If C � I III � III III I � I � � I I O Q I I —- -- - .-----�--�---=-=-=-===--=-==__=======---'�� -- 1I I I I II IVORY COURT I I I 50' R.O.W. t —j — SPEED LIMIT 25 M.P.H. II 550' SIGHT DISTANCE 200' SIGHT DISTANgg 200 TO WARRIOR Drr -I--------------------------_---_--_-_--_I_I�I------�--_ -m��--_ — — — C t> . � I S3fi' 48' 8"E _ EX CG � ENNAI 22E}: $3' --- -- — Ex 4' eav > 1�. r Fx.�Ex R Ex. AR x. A I ANDSC.A.PE BUFFER NOTES: THE - � fpUMpsTERS Ex. AR Met c' ® S' PARK G SETBA .K — EXISTING LANDSCAPING SHALL REMAIN IN PROP: 28 JC \ III I PLACE AND BE PROTECTED DURING ARo , / STOP SIGN \ _ �`x. SIRS \ I (- CONSTRUCTION. THE LANDSCAPING MAY — — - - — rx AP ABANDONE I b EX. a-3& L=14 '2o'E 70.18_�� NEED TO BE INCREASED AS DIRECTED gT I WATER LINE .� ,�y. BY ZONING ADMINISTRATOR. TO SATISFY o PROP p PAVE NT EDGE M N TOP=741.11*35'45 THE FULL SCREEN BUFFER WOOD FENCE a dONC. � I o oUT=73s.71 \ REQUIREMENTS. ENCLOSURE. , I �I_ �,I, EW WATER �j III '' I SIN I �I� SERVICE LINE / x Electric Ex. A !! \\\ III I ¢ ll N � I "'I CONNECTION ransformer\ � \ \ I 'ca ��, GATES Ex. Asphalt P'ar�k�inF�acxt X x 1 I� �' pROP 4 GATES I I_ I X L-j I I I I " I g l (Typ.) I I I Ex OAR I III cn CONC. WALK Z EX. CUR�EW CG-J I SEwMLCE _S 3 00 I ' fit sr,. �, I �© I I I �. HDOP I �I III Y (T.B.R.) ej COrtrtNMMN''ECTIO aro� jn�tor MP T B.R. �� / ♦ '- II •R r N II �W SPA'S -�- _—1_�-�_�'-� I� __ �_�_ ;r, -- --- _ _ .!_ ____.� . < 1 ^II I III /\ BE REMOVED. IX. 4' LANDSCAPED _ Ex. Light EX. 4' WA\ X. WALK O x. A N I SERVE M NH SHALL — ro Post (T.B.R.) WIDEN EX. WALK I SCREENS QPUW ROP. CONC. \� AS NEEDED FOR PS \� /s 4' WIDE SIDEWALK ( PR 4 CON C:� WAL�C Ex. C. 0. b ,♦ '� ♦ Ex. Light 5, D Ex. AR D Ir Z 80.00' G' Past v W 0�. e e I U o 3 \ 4-� 31 OP. HDCP RAMP T I I III (I) I o En s x �� I I BE RECONSTRUCTED _ fx:. A 4� w J x!_ _ _ 1 - I III I III CV ° `. I I ^ 0 1 p T$ O Po r ( PROP. SIGN N o t-STD W �9 I 1 O III ;n 1 Hf max.) \ I I � I � o `-' a 95 , �� " ( Ex. -I 10. N III Z p E o R -74 � 0 I — I = I I Ln FA Light a N 3 yi 24 SPACES �?� ,, I- 4 Po t I a 41D SPACES I I I v III _ 16.5 20.00'-T—j—47.52' III �Ex. Grove! x. Gr vel o 'n I I I D m I I (T.B.R.) ` (T.B.R.) t S o I I o 0 rn D III - I I m ter- �1 Ex. Storm Water Management Pond I CL oe W I — I halt ( p III c I X r° I ` cb a I I Porki FFociyity ' I _ III CROP. CONC. n I l � R I (STEPS N�j III I f ° E �;gnt - - \ I ' o w I t_ _ _ _ III w I w ` I 1C!�A PROP. Y F I 0 p Z w I P. D.s ° P I II " (STOP SIGN o o III M I � �c m Ex Li t N YARD INLET 12 0 gPost ✓ TEp R . , INV.=744.60 RUN DOWNSPOUT Ex. Conc. DRAINS TO DAYLI T Slob (T.B.R.) Z ¢ Ex. Light o� �- ---- i ----{i i I. III III N N+ Post 8 ROP. CONC. I . II'� rn D X \c �-97. rove p �" I STEPS — — — I III v n III I o (T B) 2 ' 20.00 1 22.00' 20.00' S' m III I V� I vart=74�0.31' PROP. 78.1'-12"0 PVC, — ---- "!-� 22_14%-` O2 8F-S120 ¢1 Se".5 PIPE I t_4 toEx.0 jL�PA:RKlN—G-rE3A-7- 0I III IIIII I I od e/ephone Lj �— N36'48'29"W 262.44' OTE: PEx. Electric III POINT OF ONNECTION \ TO EX. 12� 0 STORM Transformer I low \9W Ex. Buffaing NOTE: y V I PARKING AREAS AND ENTRANCES SHALL / Ex. Paring \ 1 I NOT BE AFFECTED, CHANGED, OR ALTERED AS A RESULT OF THIS f \ \ 1 DEVELOPMENT. + \ \ \ / \ \ CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD \ C 1 67.72' 86' 13' 1 45.00' 42.13' NO6' 18'08"E 161.51 ' \ \1 C2 1 1 05' 42 1040. 4.1 N50' 12 30 E 1108.1 \ i Parking Lot Plant List KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 2 Acer rubrum Red Maple 2" cal. See Plans JC 36 Juniperus chinensis 'Pfitzeriana' Pfitzer juniper 4' height See Plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: ALL CALIPIER SIZES MEASURED 6" ABOVE GRADE. NOTE: ALL PLANTS SHALL CONFORM WITH 165-36B OF FREDERICK COUNTY ZONING ORDINANCE. Optional Landscape Screen, Alternate 1. KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS JC 41 Juniperus chinensis 'Pfitzeriana' Pfitzer juniper 4' height See Plans 0 5 w J H f- 0 L vA Z0 Q/ Y I�-0OQ % 0 - f Q3rtn� Li D LA- w Q 0 LL. O W�ZO —Z 0 �0 OtZ W�U aj a 00 ■ 6 ■■J a �oC`4�0, N N Nto N v to `_ co to v � (0p^ c Wa) v s 0 N � v c s w = E o UJI to 0 3 ~ E Z ,ti�g OF 7 0 0 PPM s 18260 03134161. i491ONAL SURVEY: P-L, PLC 1' DRAWN BY: TGP JOB NO.: 0411019 SCALE: DATE: 1"=20' 04/05/05 SHEET: 3/5 I' 114 III /I I III 11 r + I / __ __ __ / I I III ► III I I � III II / I I III � IIi � /� I I , III ► I II � / I i III ► / i I I it III I II I =--T-----�==_==--Ill ► --�- 1I I I I II IVORY COURT II Ill 50' R.O.W. — — — — — — — — SPEED LIMIT 25 M.P.H. II ► II 550' I I SIGHT DISTANCE 200' SIGHT DISTAN I Il 200' TO WARRIOR DkIIVE ZEE EX. 4' CONC WALK _ EX. 4' CMC \/ III ► NCE 7C A CA o\ e I 1�. 2 o � � � / ^•� � j / / 35'45 3 ^ ^d0�1ry 0 ` � III 7 x x II X A m C 0 v W X Ex. Storm Water Management Pond X 20 0 20 Scale 1" = 20 ft �_ O x/ P' / \ 11 \ \ \ ^ • I M � x rontn 1X :E� a sformer Pkn/Ex. Asphalt �� III ► FoCilit /1N^� Cb A0 4. `nl 00 E 3 \\ \ �3 EX�f _CQ 1 4' Ts ^ 1,x o ^ I ICI III e 4 46.3♦ ^ ^ % ^�. ♦ PR '. 4 CONC. AUK '^ 46 . »• 46.2 ^ N Ex. Light x o P x x x Post II '` / e ►p I � I111 ► I � � � ^� . � ROP. HDCP RAMP TO I II II I �' ✓xc� ^ ^ ? x e° ^ �^ o 7SsN -BF-RECONSTRUCTED � J� � , "ry �" ► 'P o III ^ x ,� ^ ^% x^^ ^pEx. Ligh t I ^ 10,10, ^ ^�- I M III - I m 111 ^Mti U rri rn DT ; III I- I I 1 x O. MIS sT� � for. A�holt x I I r O O / ` � . ^ I 9 W@NI i �I•� ROP. & ^ 'arkmy Foc�lity III o ,� 46. o^ a` F .=74 46 STEPS p8 I Z O '� ! ~" (I %^ ^� x^� P am'° p= jight _p� - � O Q i II —746 ^�. ( ry hry ^ ao v' m Ex. Light — x ^ham ^�� I x o o a Posh / x �— -a W " i II I (p 3' O Ex. Ught % °^ ^ ^ 0 46. 46 / p Post 46. 9 %y — — — — f ROP. CONC. m , STEPS 'A/ \ �' .4 ^ I ^`p ap oI III m ^I III I ^k9gtiA5 �^X-s L Ill \ ryPs MU NIP, x Ex. Telephone — � — — — — — — --- ---- --- _ -- —_- �-- �� — �-- — — - % ad , I II / - oti _-- x^ x x Transforr*^•P' III R \ ^e -Q Ex Building 4 \vg K 1 % 1 M^ EROSION do SEDIMENT CONTROL KEY 3.05 SILT PENCE 3.07 INLET PROTECTION 3.31 TEMPORARY SEEDING 3.32 PERMANENT SEEDING pg 3.35 MULCHING NI --�I d 61V 110� W � U Z_ V Z0 N� C� �o> p0-�Y F V (L % � W 03v�� Q0 0W,ZZ0 -Za0} 0M D~ LLI D 00 ■ 6 J ,����0 ♦ /� n Lr) j to ♦/�% In N N N N v co cn _ v 'v �O °' O v ° LLJ J >� v o a ® � 7 C U (AO Wc ~mow cu'i o Z t,T H OF ''oil�, - TN" PAM 8260 10� SSIONAL�� SURVEY: C.L: P-L, PLC 1 DRAWN BY: TGP JOB NO.: 0411019 SCALE: DATE: 1 "=20' 04/05/05 SHEET: 4/5 STORM SEWER PLAN SCALES: (H) 1" =25.0' NORM COURT II 50' R.O.W. SPEED LIMIT 25 M.P.H. II LVISIGHT DISTANCE 200' SIGHT DISTANqq 200' TO WARRIOR DhIIVE I -s x. or G4HA THE for L REMAIN IN (28)JC ECTED DURING \ ariir► .r.r' :.rrr-arr■-- -/ =� , �4 �s j ^ L LANDSCAPING MAY 3ED AS DIRECTED / EX.. 01-J8, L-14' � � _ % V III 4ATOR. TO SATISFY ` 1 _MP-741.11 \ III UFFER I �. \ s� �9 / I 1 / % OUT \ 736.71 / / / \` p\ww\ I I/�'I /� I �; I / / \+••p ,\ III C I I UR , e I I l �' /' I ' HDQP i \ (fi.e. ) oi% I�(. MP T1B.R / \ — - _ - -- -- WALK I� j I III T.B. / r - - 1 P . 4 C°NCEX C.0 �' I II I III ,I -BE P. HDOPRRAMP TO 9 _ J I II I II D. o- '1 C III � III ;�Ex.� ,� x. �, m ► II (T.B.R.) ' TB.rvi .S D. O I 0 p m o W I I--- / II BCD a 1 STEPS ;5III (�■a) coNC. c o o III D. CC U 0 TYP. - .._74s -- _ 11 I i' YARD INLET 12"* o o m TE: Ex. Conc. INV.=744.60 �— --- 1 I ___4Vi a 1 II N DOWN POUT Slob (T.B.R.) O 5 QRAINS TO AYLI T / I \ —CONC. TxGravel I ' I/I(. IIIIIII I I 0A D.S. mo Inwt74Q�' PROP. 78.1'-12"I PVC, -e 2.0�4x w--Ex_2o L-1 _ (BBC 1 I11II II _\ 74 50 0 50 150 Scale 1" = 50 ft T0 EX.�-IN3TORM - a�— NOTE: ALL DOWNSPOUTS SHALL BE SOW A MINIMUM OF 610 AND SHALL BE ` CONNECTED TO SJORM AS INDICTED. STORM SEWER PROFILE SCALES: (H) 1" =25.0' - (V) 1" = 5.0' - -- -- - - --- - 755-- -- -- - - 755 750 _ _ --- - - 750 FINAL GRADE -------------- ---- -- EXISTING GRADE 745 -- 740 — OP. 41.9'-1 "0 740 — P SCH. 35 - - _ -_--- PVC S H. 35 — -- - X. 115. 8'-12"0 PVC SCH. 35 735 - -- --- - 735 ---- ----- 730 -__ -- -- - 730 LLI --- -- s ¢ -- -- -- --- -- F - -- - --- In X Z CL_ 0 t3d F II -0 + I II 1 Z Z 10+00 11 +00 12+00 FIN. GRADE STORM PIPE NOTE: USE A NEENAH R-6450-EG OPEN GRATE ON THE NORTH SIDE CLEAN OUT; AND A NEENAH R-6450-EL SOLID LID ON THE SOUTH SIDE CLEAN OUT. ALTERNATE FRAMES AND COVERS MAY BE SUBSTITUTED, AS APPROVED. 18"0 YARD INLET DETAIL NOT TO SCALE 2" Sld-2A 6" 21-A- CAREFULLY COMPACTED SELECT BACFILL CRUSHED AGGREGATE 4AH b4DU Senes UOVtK TYPE W FRAME END RCP 36"x8" CONC. FOOTING 12" O.D.�1-18" 12" MIN yy MIN. If O.D.-O TYPICAL PIPE BEDDING DETAIL NOT TO SCALE 2 X 0. D. EXTEND RAIL TO MEET ADA REQUIREMENTS —1-1/2" DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR LOCATE RAIL AS SHOWN 1 " NOSING(TYP) ON SITE PI AN ,4 24" 8" 1-- 4 #40 12" O.C., E.W. #3 NOSING BAR (TYP) t 7. d r 24" " NUMBER OF RISERS AND TREADS VARIES AT DIFFERENT ENTRANCES AROUND THE PROP. BUILDING. SEE SITE PLAN FOR ADDITIONAL INFORMATION. -I a" (- EXTERIOR STAIR DETAIL NOT TO SCALE 36" 4" I� rl 2" F" . A 7" ,. 4' . 4. 6" I 2'-0" -� CG-6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) -- SEE PLANS .................................. 4" CRUSHED STONE (3000 PSI) 4" CONC - 6"x6"xW1.4xW1.4 WWF (1.5" Min. CLEAR) - TYPICAL SIDEWALK DETAIL NOT TO SCALE PSI CONCRETE 12" x 18" STND. J RESERVED PARKING STND. U-CHANNEL IN POST VAN ACCESSIBLE n 1�os-aeo mw-�w�r mwc VAN ACCESSIBLE SIGN - PROP. GROUND HANDICAP SIGN DETAIL NOT TO SCALE 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH- 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (3 TOTAL PIPES) PNTD. TO MATCH CONC. BLOCK) 6' WOOD FENCE - (SEE DETAIL THIS SHEET.) 6" CONC. SLAB - W/ 6"X6"X10/10 WELDED WIRE MESH DUMPSTERS BY — OTHERS PLACE 4"x4" POST BEHIND BACK OF CURB. (2) 10'-8" GATES TO MATCH FENCE SEE FENCE DETAIL THIS SHEET BORE HOLES IN - CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS VAN ACCESSIBLE SIGN RESERVED PARKING N z CLC tr w tL n t�a�aso mw-�■rn rac HC SIGN I�— 8' --I- 8' OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISALLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 24.00' 6.00' 6.00' 6.00' { 6.00' F__ 2 . DO, OI o) o I 9.67' 17 I cy � I N• CANE BOLTS ATTACHED TO FENCE o v a CONC. APRON I TRASH ENCLOSURE NOT TO SCALE 2x4 TOP RA 1x6 BOARD, FRONT & & TOE NAIL D W/2-Sd(EA. 2x4 MID RA II II II I! I � I8'-4x4 P0<_ 2x4 BOT. R, ATTACH RAIL PROP. GRADE W/3-1Od(E) 12" DIA. PC FILL W/CON NOTES: ALL LUMBER TO BE PRESSUrct IKLAILU TtLLUw rent NU. Z. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. CONSTRUCT TWO GATES SIMILAR PROPOSED FENCE & DUMPSTER SCREEN DETAIL NOT TO SCALE END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE Q J W Q W� (n _l �00 Oa (n048J Z uiZW Fn V_ ^^� 1.✓ - 0 w F- Z Q U Z UQ �O Z O (n w ~0OQY w Fx % 0 w o3oNW LA_D *_ � O 0 W Z Z O F"'ZQO �Z �O0 Ld � D l 0 0 ■ C.) ■ J ■ a��N�,0 ■� 0) p r- Cn O (D Ln (n cV N N N (D a� W a� u'ov ^ o J>ILO � Ln® a 0 C � 0 � a) o W��_ E LL Zw i Z� J L � w Ow �,TH OF Dj O, I 8260 0(.I0'1/OS SSIONAL SURVEY: C.I.: P-L, PLC 1 DRAWN BY: JOB N0. TGP 0411019 SCALE: DATE: SHOWN 04/05/05 SHEET: 5/5 MOTION AUTO PARTS AND RELATED SITE IMPROVEMENTS PROJECT: MOTION AUTO PARTS OWNER & MOTION AUTO PARTS RELATED SITE IMPROVEMENTS DEVELOPER: 375 FAIRFAX PIKE CORNER WARRIOR & IVORY COURT STEPHEN CITY, VIRGINIA OPEQUON MAGISTERIAL DISTRICT 22655 COUNTY OF FREDERICK, VA (540) 869-9096 ENGINEER\ PAINTER-LEWIS, P.L.C. SURVEYOR: PAINTER-LEWIS, P.L.C. APPLICANT 116 SOUTH STEWART STREET 116 SOUTH STEWART STREET WINCHESTER, VIRGINIA 22601 WINCHESTER, VIRGINIA 22601 (540) 662-5792 (540) 662-5792 Contact: TIMOTHY G. PAINTER, P.E. Contact: ELLIOTT RITCHIE, JR. PARCEL INFORMATION: PROPERTY ID NO.: 86-A-102B SITE AREA: 1.15 Ac. ZONING: BUSINESS AND INDUSTRIAL ZONING DISTRICT B-2 BUSINESS GENERAL DISTRICT PROPOSED USE: AUTO PARTS STORE & ICE CREAM PARLOR CURRENT USE: AUTO PARTS STORE & PARTIAL BUILDING VACANCY ZONING REQUIREMENTS: DENSITY: PARCEL COVERAGE MUST NOT EXCEED 85% COVERAGE (IMPERVIOUS AREAS < 0.85 x 1.0904 Ac.=0.9268 Ac.) F.A.R. RATIO: FLOOR AREA TO LOT AREA RATIO (F.A.R.): </=1.0 BUILDING HEIGHT: 35 FT. SETBACKS: FRONT: 35 FT. (PRIMARY OR ARTERIAL HIGHWAY) REAR: 0 FT. SIDE: 0 FT. PARKING: PARKING REQUIRED: MOTION AUTO PARTS: RETAIL: 1 SPACE PER 200 SQ. FT. OF FLOOR AREA OFFICE: 1 SPACE PER 250 SQ. FT. OF FLOOR AREA WAREHOUSE & NO PARKING REQUIREMENT STORAGE AREAS: ICE CREAM PALOR: RESTAURANT: 1 SPACE PER 100 SQ. FT. OF FLOOR AREA UNUSABLE & NO PARKING REQUIREMENT PREPARATION AREA: PARKING REQUIRED: MOTION AUTO PARTS: STORE AREA: 1711.74 SQ. FT./ 200 SQ. FT. X 1 = 8.56 => 9 SPACES OFFICE AREA: 198.18 SQ. FT./ 250 SQ. FT. X 1 = 0.79 => 1 SPACE SUBTOTAL: 10 SPACES 1 HDCP SPACE ICE CREAM PARLOR: RESTAURANT AREA: 2400.00 SQ. FT./ 100 SQ. FT. X 1 = 24.0 => 24 SPACES SUBTOTAL: 24 SPACES 1 HDCP SPACE TOTAL REQUIRED: 34 SPACES 2 HDCP SPACES PARKING PROVIDED: 40 SPACES WITH 2 HDCP SPACES LOT COVERAGE: BUILDINGS/STRUCTURES: 8,000 RSQ. FT. (0.1837 ACRES) PARKING/DRIVES: 17,032.61 SQ. FT. (0.3910 ACRES) CONCRETE AREAS: 2,784.94 SQ. FT. (0,0639 ACRES) TOTAL IMPERVIOUS AREA: 27,817.42 SQ. FT. (0.6386 ACRES) F.A.R.: F.A.R.: 0.1837 Ac/1.15 Ac = 0.1597 < 1.0 OPEN SPACE: 1.15 Ac. - 0.6386 AC. = 0.5114 Ac. (22,276.58 SQ. FT.) (44.5%) LANDSCAPING: PARKING LOT LANDSCAPING: PARKING AREAS: PROPOSED PARKING FACILITIES: (CRITERIA) 1 Tree Per 2000 SQ. FT. Of Impervious Area Perimeter Screen Along R-O-W & Adjacent Properties 5% Interior Landscaping Islands Proposed Parking Area: 1 Tree Per 10 Parking Spaces PROVIDED: 1 Tree Per 2000 SQ. FT. Of Impervious Area: 27,317.55 SQ. FT./2000 = 13.66 => 14 TREES (Required) => 14 TREES (Existing) Perimeter Screen Along R-O-W & Adjacent Properties: (3' High Evergreen Hedge) 5% Interior Landscaping Islands: 27,317.55 Sq. Ft. X 5% => 1365.88 Sq. Ft. (Required) Landscape Islands: => 1370 Sq. Ft. (Existing) Proposed Parking Area: 11 Tree Per 10 Parking Spaces 41 Parking Spaces/10=4.1 => 4 TREES (Required) _> 2 TREES (Existing) => 2 TREES (Provided) BUFFER: CATEGORY "B" BUFFER ALONG ADJACENT RP PROPERTIES. - 187.17 LINEAR FEET OF BUFFER. EXISTING LANDSCAPE BUFFER IS IN PLACE SHALL BE PRTOECTED DURING CONSTRUCTION. LANSCAPING MAY NEED TO BE INCREASED AS DIRECTED BY ZONING ADMINISTRATOR. ZONING NOTES: 1. EXTERIOR LIGHTING SHALL BE PROVIDED FROM THE EXISTING SITE LIGHTING AND THE PROPOSED BUILDING -MOUNTED LIGHTS. ALL LIGHTS SHALL BE DIRECTED SO THAT THERE IS NO GLARE OR ILLUMINATION OFF -SITE. 2. ALL EASEMENTS, WHICH ARE APPLICABLE TO THIS SITE, HAVE BEEN INDICATED ON THE PLAN. 3. ONE OUTDOOR DUMPSTER FACILITY HAS BEEN PLANNED FOR THIS SITE. THIS UNIT SHALL BE USED FOR NORMALLY PRODUCED TRASH AND REFUSE. 4. DEVELOPMENT OF THIS SITE WILL NOT RESULT IN THE DISTURBANCE OF ANY EXISTING ENVIRONMENTAL FEATURE. 5. SIGN REGULATION ALL BUSINESS SIGNS SHALL BE MONUMENT -STYLE SIGNS THAT ARE A MAXIMUM OF 12 FEET IN HEIGHT. BUSINESS SIGNS SHALL NOT EXCEED 100 SQUARE FEET IN AREA. ALL BUSINESS SIGNS SHALL BE SET BACK A MINIMUM OF 10 FEET FROM ALL URBAN COLLECTOR STREETS AND URBAN LOCAL STREETS AND SHALL HAVE A MINIMUM SPACING REQUIREMENT OF 100 FEET BETWEEN BUSINESS SIGNS. MOTION AUTO PARTS, INC. C(O[RIMIEIR (01F VVAHIRIOR DRIVE &IVORY COURT OO FEQUOO N MAGISTERIAL DISTRICT FREDERICK ,LP :11N11A HIMMELRIGHT CARL W. _ I & MARY E. PICKETf PATRICA D. \1 PIN: 86D-2-25 PIN: 86D-2-1 \ INST. NO. 0414671 / INST. NO. 0416778 ZONED: RP ZONED: RP \e USE: RESIDENTIAL I� - -- -- -- -- E.-RE um cow 11 - - 50° R.O.W. 777 TOM �I L1LLL_I I-11LLL_I� � %�\ 1121 I VILLAGE AT SHERANDO . q�lp , �1 I 12'51 II SEPINI: 86D -3 E2-52ACE > "T.hL low IF D.B. 823, PG. 200 MEk h �-_.-_ (- ZONED: RP I� �-I F.F.®7 , �-� USE: OPEN & SWM FACILITY I P MMM - • 40 WV= I I Ir - � � �g ►I I I :r ILLk 10EA $ RICHARD L & LINDA F. II � TALIAFERRO PIN: 86-A-102C /JOHN B. & CLARA E. �/`/ �� D.B. 740, PG. 515 , SHIFLETT ZONED: B2 PIN: 86-5-G USE: COMMERCIAL & / ZONED: RIP �\ INDUSTRIAL USE: SINGLE-FAMILY CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD i RESIDENCE C _ IN99VU11 ' PROJECT OVERVIEW 1 1t = 100' TUCKER MARGARET PIN: 86D-1-1 INST. NO. 0210027 ZONED: RP USE: RESIDENTIAL VILLAGE AT SHERANDO SECTION II -OPEN SPACE PIN: 86-A-102A D.B. 823, PG. 220 ZONED: B2 USE: COMMERCIAL & INDUSTRIAL ABBREVIATIONS ASSY. ASSEMBLY B.F. BASEMENT FLOOR BLK. BLOCK BC BOTTOM OF CURB BML BUILDING MOUNTED LIGHT BP BREAK POINT BSBD. BASEBOARD CG-2 VDOT CURB CG-6 VDOT CURB & GUTTER CIP CAST IN PLACE CONCRETE CL CLASS CMF CONCRETE MONUMENT FOUND CPP CORRUGATED POLYETHYLENE PIPE CMP CORRUGATED METAL PIPE CMPA CORRUGATED METAL PIPE ARCH CO CLEAN OUT DIA. DIAMETER DS DOWNSPOUT EOP EDGE OF PAVEMENT EOG EDGE OF GRAVEL EX. EXISTING F.F. FIRST FLOOR F.F.E. FINISHED FLOOR ELEVATION FDC FIRE DEPARTMENT CONNECTION FG FACE OF GUTTER FH FIRE HYDRANT F.L.S. FIRE LANE SIGN F.L.T. FLOOD LIGHT Go. GAUGE GM GAS METER GV GAS VALVE or GATE VALVE HCR HANDICAP RAMP HB HOSE BIB HDR CURB 6" HEADER CURB HP HIGH POINT HTR. HEATER INC INCREASER INV INVERT IPF IRON PIPE FOUND IPS IRON PIPE SET LP LOW POINT #? LT. LIGHT MLP METAL LIGHT POLE MPD MULTI -PRODUCT DISPENSER MP METAL POST MH MANHOLE NDC NOSE DOWN CURB N.P.S. NO PARKING SIGN NLT NO LEFT TURN NRT NO RIGHT TURN N.T.S. NOT TO SCALE OHE OVERHEAD ELECTRIC OHT OVERHEAD TELEPHONE PIV POST INDICATOR VALVE PL PROPERTY LINE PP POWER POLE PROP. PROPOSED PVMT PAVEMENT RCP REINFORCED CONCRETE PIPE R.D. ROOF DRAIN RED. REDUCER R.O. ROCK OUTCROP SAN. SANITARY SEW. SEWER STD. STANDARD T.B.D. TO BE DEMOLISHED T.B.R. TO BE REMOVED T.B.P. TO BE PRESERVED or PROTECTED TB or T.B. THRUST BLOCK TC TOP OF CURB TEL. TELEPHONE TRB TELEPHONE RISER BOX TVRB TELEVISION RISER BOX TYP or TYP. TYPICAL UGE UNDERGROUND ELECTRIC UGG UNDERGROUND GAS UG CATV UNDERGROUND CABLE T.V. UGT UNDERGROUND TELEPHONE XFMR ELECTRIC TRANSFORMER WL WATERLINE WM WATER METER WPP WOOD POWER POLE WTP WOOD TELEPHONE POLE WV WATER VALVE 5'R RADIUS IN FEET *00.00 PROPOSED SPOT ELEVATION x(00.00) EXISTING SPOT ELEVATION HATCHING INDICATES REVERSED PITCH IN THE GUTTER PAN: PITCH TO BE 1/8" PER FOOT. TRANSITION THE GUTTER OVER A 10' LENGTH (TYP). LIST OF DRAWINGS: SHIT. 1 /5: COVER SHEET SHIT. 2/5: SITE NOTES AND E&S DETAILS SHIT. 3/5: SITE LAYOUT PLAN SHIT. 4/5: SITE GRADING AND E&S PLAN SHIT. 5/5: ON -SITE STORM SEWER PLANS & PROFILES AND MISCELLANEOUS DETAILS 11VL107�o V AU70 FAR789 mc. FIREDERG C K COUM7Y9 WOG amA ZONING ADMINISTRATOR DATE APPROVED FREDERICK COUNTY, VIRGINIA SITE PLAN EXPUM FIVE (5) YEARS FROM DATE OF APPROVAL oF vr� PAINTER=LEWIS, P.L.C. / 116 South Stewart Street a Winchester, Virginia 22601 o. 1 60 Telephone (540) 662-5792 Facsimile (540) 662-5793 0`'06 ti��'� Email: office@pointerlewis.com W NIP �ssIONAL � C®NSULTING JOB NO.: 0411019 SHEET: ENGINEERS APRIL 5, 2005 1 /5 LATEST REVISION: MAY 18, 2006 GENERAL NOTES: 1. All work and materials shall conform to the current standards of the County of Frederick, Virginia, the Virginia Department of Transportation (V.D.O.T.), the Virginia Uniform Statewide Building Code, and the rules and regulations of the Americans with Disabilities Act, where applicable. 2. Erosion and sediment control shall conform to the standards and specification of the Commonwealth of Virginia and the County of Frederick, Virginia, where applicable. 3. It shall be the responsibility of the contractor to notify "Miss Utility" at 1-800-552-7001 at least two (2) working days prior to commencement of any land disturbing activity. 4. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not shown and should be located. Therefore, it shall be the responsibility of the contractor to verify the location of all existing utilities prior to construction. Verification shall be done by way of a field survey or excavated test pits. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the engineer, the owner, and/or the County of Frederick, Virginia. 5. All proposed utilities shall be installed underground. 6. The Contractor shall examine the site and become familiar with the existing conditions prior to construction. Failure to do so does not relieve the Contractor of this responsibility or permit the issuance of Change Orders for unforeseen work. 7. It shall be the responsibility of the contractor to obtain all permits necessary for construction prior to commencement of work. An approved set of construction documents shall be present on the site at all times. 8. Topographic information was derived based upon U.S.G.S. datum by an field survey performed by the survey division of PainterLewis, P.L.C. and established at a one (1') foot contour interval. 9. No Geo-technical report has been furnished for this project. 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. 11. The contractor shall coordinate the relocation of and the connection to all existing utilities with the appropriate utility company, if applicable. UTILITY COMPANIES: Adelphia Cable Entertainment (800) 835-4949 Allegheny Power (800) 255-3443 Shenandoah Gas Company (540) 869-1111 Verizon (Telephone) 954-6222 FCSA (540) 868-1061 CONSTRUCTION NOTES: EROSION AND SEDIMENT CONTROL: 1. All erosion and sediment control measures shall be installed prior to any land disturbing activity. All work shall be done in accordance with the current edition of the Commonwealth of Virginia Erosion and Sediment Control Handbook- 2. All work shall be confined to the designated limits of construction. For this project, the limits of construction are defined as the property boundaries. 3. No disturbed areas shall be denuded for more than thirty (30) days. The contractor shall stabilize all denuded areas within seven (7) days after the end of construction. 4. The contractor shall be responsible for the installation and maintenance of all erosion and sediment control measures. All measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be repaired or replaced by the end of work that day. 5. Upon completion of construction, all permanent erosion and sediment control measures shall installed. After stabilization, the temporary erosion and sediment control devices shall be removed as approved by the local inspection authority. All vegetative cover shall be checked regularly and any damaged areas shall be repaired, fertilized, replanted, and mulched as necessary. Vegetative cover shall be applied to all denuded areas and shall conform to the following specification: Seedbed Preparation: A. Scarify the top 1"-2" of topsoil after final grades have been achieved. B. Add 3 tons per acre of pulverized agricultural lime (140 Ib/1000 sf). Seed Type: Rate: Mixture: Reliant Hard Fescue 130 Ib/Ac. 65% Kentucky Bluegrass 40 Ib/Ac. 20% Perennial Rye grass 30 Ib/Ac. 15% See specifications from supplier for complete information. EXCAVATION AND GRADING: 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing utilities shall be lowered or moved to promote the construction of the proposed development. The project engineer, owner, or his representative, and the appropriate utility company shall be notified immediately if a conflict exists. 2. All deleterious materials, demolished debris, and all vegetation that has been cleared and grubbed shall be completely removed, including the root mat, and shall be removed and properly disposed of off -site. 3. All topsoil shall be excavated to its full depth and stockpiled on -site in the area indicated on the plans or as directed by the owner's representative for future finish grading. 4. All borrow fill material, if needed, shall be obtained by the contractor and shall be approved by a certified Geo-technical engineer. All fill material shall be placed in lifts of 8" or less and shall be compacted to 95% of ASTM D-698 maximum dry density, or as directed by the Geo-technical engineer. Fill material may be obtained from the site or as directed by the owner. All compaction testing and the appropriate reports shall be performed for fill placed under all public utilities. The compaction test reports shall be submitted to the F.C.S.A. Department. 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the owner and or the utility companies. If applicable, blasting operations shall be performed at a minimum of 50 feet beyond the end of any terminal utility line. Pre -blast surveys shall be performed of the surrounding structures prior to commencement of any drilling or blasting operations. 6. All slopes, lawn areas, planters, and berms shall be finished with a minimum of 6" of topsoil. All areas shall be graded and raked, prior to application of permanent vegetation cover. 7. All disturbed lawn areas shall be seeded, fertilized, and mulched, as needed. FREDERICK COUNTY SANITATION AUTHORITY NOTES 1. The Frederick County Sanitation Authority's (FCSA or Authority) Water and Sewer Standards and Specifications are 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. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. 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 developer/contractor must: 1. make application and pay deposit 2. mark the tap location. 6. The contractor shall tie-in a new sewer lines to an existing manhole by core drilling the manhole. 7. Exact location of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department all furnish and install all water meters through 2" in size. It is the developer's/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 to be between 18 and 21 inches. d) All components of the meter box assemble 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 fire service meter assembly and a backflow prevention assembly (double detector check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. STORM SEWER NOTES: 1. A minimum clearance of 18" shall be maintained between the water and sewer mains at all crossings. If 18" of separation cannot be maintained, then concrete encasements and cradles shall be installed as indicated on the plans or as directed by the FCSA. 2. All storm sewer construction shall conform to the standards and specifications of V.D.O.T. All piping shall be as designated on the construction documents to the slopes as indicated on the plans. 3. All proposed storm sewer structures shall meet V.D.O.T. specifications. Cast -in -place flow lines (IS-1 Typ.) shall be installed in all structures to facilitate flow through the system. PAVING AND CONCRETE NOTES: 1. Pavement section: All paved areas shall receive the minimum pavement sections, as detailed on the construction plans. All courses shall be properly finished and compacted. Tie-in joints to the existing pavement shall be saw cut to ensure that the proper connection is obtained. 2. All concrete for this project shall be class A concrete with a minimum compressive strength of 3500 psi. 3. The concrete curb shall be a V.D.O.T. standard CG-6 curb and gutter or reversed pitch CC-6. If applicable, the reversed pitch shall be a minimum of 1.04% or match the pavement cross slope, whichever is greater. 4. All concrete walks shall be 4" in depth and shall be reinforced as indicated on the plans. MISCELLANEOUS: 1. Fire lanes shall be delineated as directed by the County of Frederick, Virginia Fire Department. 2. Building shall comply with The Virginia Uniform Statewide Building Code section 309, use group M (Mercantile) of the International Building Code/2003. Another code that applies is ICC/ANSI A117.1-03. Accessible and Usable Buildings and Facilities. 3. All required man egress door and 50% of the entrances shall comply with accessibility under chapter 11 of the IBC and ICC/ANSI A117.1-03. The door locations that area indicated on the plan shall be provided with an accessible route. 4. All structural plans submitted for permit application shall be sealed by a Virginia Design Professional. Please note the requirements in Chapter 17 of the IBC for special inspections for this type of structure. 5. All signage shall be permitted under Use Group U (Utility) of the IBC. EROSION AND SEDIMENT CONTROL MEASURES 3.05 Silt fence will be installed in selected locations downstream from the construction area as a first measure of construction. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.08 Silt fence will be installed as culvert inlet protection at the upstream ends of culverts. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 6". Topsoil shall not be placed while in a frozen of wet condition. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. To coincide with the anticipated construction dates, the seeding will consist of 50 pounds per acre of German Millet. All temporary seeding areas will be mulched in accordance with the schedule included herein. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction February through August 2005. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: German Millet 50 Ib/ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 60 Ib./ac 97 85 Red clover 8 Ib./ac 95 65 Ladino clover 8 Ib./ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib./ac 98 85 Winter Rye 12 Ib./ac 98 85 May 1 - Aug 31: German Millet 12 Ib./ac 98 85 or Feb 16 - Apr 30: Annual ryegrass 12 Ib./ac 98 85 Mulch: 1.5 ton/ac small grain straw Fertilizer: 1000 Ib/ac 10-10-10 1. All perimeter sediment control devices shall be erected prior to any land disturbing activities and shall remain in place until the site is fully stabilized. 2. The contractor shall perform overlot grading to provide positive drainage and preclude ponding of water. All off site grading and construction is to be done with the property owner's consent. 3. Cut and fill slopes shall be graded at a maximum of 2 horizontal to 1 vertical unless otherwise approved by the engineer and the county. CQ-W EXISTING OR PROPOSEC SCIEWAX OR MEW" SPACE EVA/18CM JOINT SPACE WROTH OF GUTTER 'EXPAPilM JOINT EDGE OF PAVEMINT A t--I %= WDTN OF ENTRNICE y EXPANSXNM JOINT W aNm NCLUOED N Z ENTRANCE arrTER d i W FLOW LIE ENTRANCE WIDTH ABBE OUR" Ir fiALF rLAM A -N*J OX TO lox FACE OF CUNT 8`�--Will SPACE NORMAL GUTTER 1 12% MAX. SLOPE 203.03 11I I- 5'-0" F�-FOR CUJM AM CUTTER ONLY- _111 FOR sWT#.CK CUM Aw a QiT COIIQNWENTLY A -A HALF �w I--ENTRANCEYIN �3--0" UNITS OF o IrN- 4XiIT$ OF ACCESSOLE ROUTE -- 1--- ACCESSIBLE ROUTE - 7---•- S -TRAVE 0" 3. 0' MIA. ACCESME ROUTE DETAIL ADDITKAW. RIGHT -OF -MAY iEQk,= IF THE LANTS OF ABLE ROUTE EXTEND NEYOND EXISTING OR PROPOSED VOOT OF WAY. OVAL To BE USED WHEN THE COMHIED WIDTH OF UNPAVED SPACE AND SDEWAX SPACE IS LESS THAN r. r--15 M ACCESSBLE ROUTE IS JEFNEO AS A CONTINUOUS -II UIOBtTRUCTEO, STABLE, FIRM AND " RESISTANT ►. ' ►• PATH CONECTIgc AL ACCESSIBLE ELEIEN•FS OF A FACILITY THAT CAN BE MPROAQED, ENTRSED AND ►. :. ►. USED By PERSONS WITH MOMUTY 1111111110 0 F ACGESSiLE ROUTES ARE BEriU; SE1107 0M PROV f. 3 TRAVERSABLE aN"'E 1 n s. --- -- ------ -k x Y �. - CLA" A3 (Hl S.) DOMC_ BLiE SAM SECTION C-C APON T OF GMDE CHANGE :: Q Y YAXNIIM INCREASE N SLOPE AT LBNiAAA XY INTERVALS I X i 3 X MAXIM DECREASE N SLOPE FOR FIRST V NTE RVA AND �. ►. - :. 8 X MAMMLO DECREASE FOR SUCCEEDING womm V NTERVAI.S - b. .:. WHEN USED N CQ114AMCTNXN WITH STANDARD • • • CG-3 OR CC-7, THE GADS FACE ON THIS STANDARD Is TO BE ADAWED TO MATCH TIE SECTM p..p MOUMTABLE CURB CONFXRAATKW STANDARD ENTRANCE GUTTER VRRGBM DEPARTIENT OF TRNISPORTAT" EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT i-i=-i ! I -I III -III 1110 FT MAX. SPACING WITH III-1 I I I-III-� 1 WIRE SUPPORT FENCE STEEL OR WIRE & FILTER FABRIC POST / ATTACH SECURELY 36 36 HIGH MAX r/ TO UPSTREAM SIDE OF POST. RUNOFF g ,e,� RUNOFF� (RECOMMENDED) o \ STORAGE HT. 12" MIN. 111 III- I�I 16 Jill I I 12" MIN.I I I I I I I r. i- - 4 x6" TRENCH -I WITH COMPACTED GRAVEL I I I I BACKFILL I I I I I I STANDARD DETAIL ALTERNATE DETAIL TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL NOTE: 4. SET POSTS AND EXCAVATE A 4%4" 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE STORM EVENT AND REMOVE SEDIMENT WHEN OF POSTS. NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. 2. REMOVED SEDIMENT SHALL BE DEPOSITED 6. ATTACH WIRE FILTER FABRIC TO THE WIRE TO AN AREA THAT WILL NOT CONTRIBUTE FENCING AND EXTEND IT INTO THE TRENCH. SEDIMENT OFF -SITE AND CAN BE PERMANENTLY STABILIZED. Z BACKFILL AND COMPACT THE EXCAVATED 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SILT FENCE DETAIL WITH WIRE SUPPORT NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 3.05 RPear.6= 502 SILT FENCE DROP INLET PR 0 TZ"CTI D N 2 X 4' VUOD FRAME T I.s w►X, II II Il II STAKE DRpP INLET PERSPECTIVE VIEWS ELEVATION OF STAKE AND FABRIC ORIENTATION SPECIFIC APPLICATION bw TNER CESS -1 caR►,�Rs I' H[N. IIIII •�� /� DETAIL A THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE THE INLET DRAINS A RELATIVELY FLAT AREA (SLOPE NO GREATER THAN 5%) WHERE THE INLET SHEET OR OVERLAND FLAWS (NOT EXCUDING I C F S) ARK TYPICAL. THE METHOD SHALL NOT APPLY TO INLETS RECEIVING CONCENTRATED FLOWS, SUCH AS IN STREE'r OR HIGHWAY MEDIANS. ImaNBE 3 V v V O O 0 Z Q Q W H 0 0 Z (n W W H V) Q p UZ Z0�/ (nX /w w ~ 0:) IIINrLii� CLQ>- PQ 03�V)W Q Li Q 0 Z X ZD O Z QZ LLJOU 0 L 0 C D0 J aN E ��0� �(Dr`r M � cD u7 � Di N N N I N 3 U N 0) C (D cD � W 3 ��000 ^� C a 1 0 N C o o o W� C N U •C 1- li E Z w 0V) z JW LLI VCD 0 Lz ��,Z,TH OF 'vril r .t5p-- TER . PAW� 0 18260 SSIONAL SURVEY: C.I.: P-L, PLC N/A DRAWN BY: JOB NO.: TGP 0411019 SCALE: DATE: SHOWN 04/05/05 SHEET: 2/5 � Ili � _— -- -- / I I III ► III , I I III II / I I III � /� I I , III ► it I II I / I I � III i II III ll l HII I kj_� II C — I l I I I I it IVORY COURT I I Ill I 50' R.O.W. — — — — — — — — SPEED LIMIT 25 M.P.H. II 550' SIGHT DISTANCE 200' SIGHT DISTAN 200' TO WARRIOR DhIVE 0 EX. 4, �. wA�K S36'48'28 rY t wir LANDSCAPE BUFFER NOTES; NOTES: THE _ EXIISTING LANDSCAPING SHALL REMAIN IN PLACE AND BE PROTECTED DURING ARo CONSTRUCTION. THE LANDSCAPING MAY NEED TO BE INCREASED AS DIRECTED c BY ZONING ADMINISTRATOR. TO SATISFY ° PROP. THE FULL SCREEN BUFFER WOOD FENC REQUIREMENTS. I� ENCLOSURE. It II I tqpY x x x I I X (tj_ f A U iv 0 V W X Ex. Storm Water Management Pond 20 0 20 60 Scale 1 " = 20 ft X Parking Lot Plant List X Io n CONC. WALE W U EX. CUf ho , Z (T.B.R.) x `L 1 PARKING- W w SPACE SHA.� PAVEINT EDGE I APRON SIN I N • ROP. N IGATES rEW'I NSA�NI �S SCE LIII CONNECTION BE REMOVED.I n - EX. 4' LANDSCAPED G� EMBANKMENT SHALL �7 WIDEN EX. WALK SERVE AS HEAQLLGUT AS NEEDED FOR SCREEN. � 4' WIDE SIDEWALK Ex. Light f OPOst i c u. btSE 'p -2 AUTO PARTS STORE a K Ln `1'EA: 4 067.50 Sq. Ft. P0 '0 T: NTORY 20 (Max LO o F.=746'.95 \ N I of PARKING QUIRED: 10 SPACE L PARKING P POSED: 40 SPAC9 a z l w Light I a Lo Post O ►`) m w w 'I U � Q U c Z Q N I �Ex. Grovel PROPOSE CE CREAM PARL AREA: 932.50 Sq. Ft. HEIGHT: §TORY 20 (Max .�.=749.95 PARKING 24 SPAC TE: PARKING PR POSED• 46 SPAC Ill LtDO-91DENTRANCE 220.83' --'- _£X. 4' COVC WALK R Ex. 5 R S BA � -.�x. A , STOP SIGN .,. �. +r V�X-`f—WATEEX. D1-38, L=14' S32'43ABA20 E 70.18— TAP=741.11 35*45 33 E OUT=736.71 O EW WATER \ SERVICE LINE Lz N CONNECTION Fr- Asnholf Prxk/nn Far#ity IW Ex. Ligh RUN DOWNSPOUT n o, _1 DRAINS TO DAYLII \ / Ex. PorRtng \ \ KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS AR 2 Acer rubrum Red Maple 2" cal. See Plans JC 36 Juniperus chinensis 'Pfitzeriana' Pfitzer juniper 4' height See Plans ALL SIZES INDICATE PLANT HEIGHT AT TIME OF PLANTING NOTE: ALL CALIPIER SIZES MEASURED 6" ABOVE GRADE. NOTE: ALL PLANTS SHALL CONFORM WITH 165-36B OF FREDERICK COUNTY ZONING ORDINANCE. r E/ectri Ex. AR \ \ I Transformer III --tom- � -- � �� •• `� � III 1 I Ex. AR / ca I III HDQP 3 MP T B.R. —� : �' � •• " � i III I K C , Ex. AR EX. WALK (T.B.R.) I (n IIa III Ex. C. ° N S. . o EAAR 1 D W Cn CDI ROP. HDCP RAMP T II I III BE RECONSTRUCTED 4� _ _ Ex. A x., III Pas PROP. it SIGN ' k � U 16.520.00'TI47.52' g _ III / Retail Area / / In D 1711.74 sf// o I $ I I z rn I 1 1 rri o III rn / Ex. Asphalt r O Park i Facility ROP. CONC. '0 �J STEPS N O III / Zght _ _ I o V C r t �^ �Restaurant,/ / / // / -- ' PROP Are / P oo cSTOP SIGN r/1948.23 sf/ xAR mo o RD INLET 120 III INV.=744.60 I -i cn III / / / / / I I -- I jl t O JT1/9. / III ROP. CONC. �, I rn III STEPS II ^) Z — � — I 22.00' 20.00520.00' PROP. 78.1-12"0 PVC, � —I _ :H. 35-PtPE-0 2.L ' r^ III � 4 III III III III III III _ (8)JC III LEx. A x. AR Li ----- -- -- -- IIII III POINT OF PONNECTION Ex. E/ectric TO EX. 12 0 STORM Transformer III � 1 Ex. Building NOTE: 1 1 PARKING AREAS AND ENTRANCES SHALL NOT BE AFFECTED, CHANGED, OR 1 ALTERED AS A RESULT OF THIS I DEVELOPMENT. \ \ CURVE LENGTH DELTA RADIUS TANGENT DIRECTION CHORD C 1 67.72' 86' 13' 13" 45.00' 42.13' N06' 18'08"E 61.51' \ \I C2 108.21 05 42 1040. 54.16 N 012 0 108.16 Optional Landscape Screen, Alternate 1. KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING REMARKS JC 41 Juniperus chinensis 'Pfitzeriana' Pfitzer juniper 4' height See Plans IMMME �I`\\k 0 0 0 0 �I�I�i�lz Q U Z V ZO Q C� N� Q > w H0O--�Y of Q )0-.0 o3oV) j LL.C� � QO� 0W�ZO _Z jr 0 5 U UO W 0 a0 0 U ■ J E N Iu7`r- co, o CTocD � � vi +� (n N N I N I 3 N cn N o -c wgoo° _ C LV 41 a U) 0 o E v- o Wco �L`w Z t,TH OF Umo F fJt �1260 �1 I SSjONAL SURVEY: C.I.: P-L, PLC 1' DRAWN BY: TGP JOB NO.: 0411019 SCALE: DATE: 1"=20' 04/05/05 SHEET: 3/5 ► IIti� I ► X � �� ► -- -- -- / I I III I I � III I II I i ► II I it ► / I i III / I I I II III I 11 l III IIII -- -- ----___--_ -- -- -- � -----� --- _-- °�--111 � i t I I I II IVORY COURT I I I fl 50' R.O.W. — — — — — — — — I SPEED LIMIT 25 M.P.H. II I I I � 550 I SIGHT DISTANCE 200 SIGHT DISTANqq_ I I 200' TO WARRIOR E ____ ry y^_-p�q�-�__ _ _ ^ 0— y 1 ten. +.E1: . EEC 4' COW Wi�l.lf � � 1q ;q �� ��� ..... � . • IL1 -� ANC ,,� - I JJ _� S3� 43 20 E 70.1_ 8'`: -- 1 • T ^ yeti c+ I 7 r= x x X (i X c 0 X W X Ex. Storm Water AMnogement Pond X X / 20 0 20 Scale 1" = 20 ft 0 c � ^ �. -' ^ 35 45 3 •2 �. ` i II ,,, • 'A E/sct^. \\ 1 IJ I +D • X. a ransfoll \ /Ex. Asphalt Rt4in Facilit 6 f*OP. 4' ve XC I •,Q• E 30.00 X III IS \ ^+�^ry ��L `' M JLl I^� 4� X �► ^ X �' I, �1w ^ I I III X ^. ^ x � .^�• s .: Pill4' CONC ALK I ^ N x OEx. Li f 1L ^ �� / / x Ix Post .9 V / / Off� cerea / / / / / o 0 1 � vt"�; 198.18 sf ROP. HDEP RAMP TO / v / i 1 x /' / }� / / / / / / ° BE RECONSTRUCTED /— AUTO PARTS TARE ^x 9 % // // //.� // �/ // // // / X. �— — •r REA � 67.50 S9. t. mac GHT: ORY, 20 T"9 ,r' / / / / /Refail Area / / / / / / / i tip, 1151 W x .=746.95 X % ° orage �; <� r 336 .69 • �/ // // // // // // / /r — 1/a / I ^ L" III PA KING UIRED: 18 S ACE Area = / f_ / / / . / _v / ;/ / / / / / / / * /1M ^M /� i o PARKING SED: 40 ACe Y I` ' ly X 1 50 .$3 sf� r _c �{,. .r _r .r. , / / / / / / / / ^ u7 1 .c ^ �` ^--� O III Ex. Light Post O Z ruTj D rn III A halt Retail Area ^ in Fal X ( I r O 4);;0 ► 1 I � lit Y � � III I k� I I ; C ( 46 =2569.36 sf STEPS CONC. I O ' 1 III 'S � ppSE E aaREAM PARLd ^� ° ^� Not x °AREA- 932(50 Sq. Ft. ' x / / erv�ce / �` t —y HEIG4 1F•F TO Y 950 � X` / /Area = / // / �y ^ ; �, ry F ^ ao Ln III 1 +! / 0 sf / / X Kry wy " �' o = I�1 O (� ^.� / / / / / / X — \ ^ o N III � PARKING QU 2�SPACC((E$S PARKING D: Ex.SPAOAS I ^ t Il O G� Post �' � 4s -� 4, f x^ I Ex. Light �.� �` / / �s / i / c � 46. X 9'' r rr // � gg r/ �,X ROP. CONC. r^ N h ^ er�UnusAble 9� II 1 x % Areas -� / A STEPS 1M I ►� D III orpostZ ' \ ' Areas = / / / 451.77 sf 'A / 1� � — — � � � � I � n 7 f / / / / ,�' / ^ I1 �. / I II rn ^ 46 ►s ru X —6 , q Ex. Electri Trar►sforrrtR*^•�'L III Ex. Pawing X \ \ X+ \ \ X X X \ \ X \ \ \ X X X \ \ X EROSION & SEDIMENT CONTROL KEY 3.05 SILT FENCE *' 3.07 INLET PROTECTION ' CCIJ 3.31 TEMPORARY SEEDING � 3.32 PERMANENT SEEDING E 3.35 MULCHING Mu 0 NI -��1 U � Z U 10 Z 0 w Q / Hp0a. % —�Y >.Wo 03�0)w <0 u. 0 W Z Z O —ZOO 8 0: w 0 W O a OU ■ U a �� M ( �r 0 Ca)o ui ■■■� N N N (0 C0 L W�°'Oo° J U-)L® 7 c (n N s E 0 W=ate_ 3 ~ � w II O S,T H 0 j� ryil r FIAM 7 18260 ssjONAL SURVEY: P-L, PLC 1 DRAWN BY: TGP JOB NO.: 0411019 SCALE: DATE: 1"=20' 04/05/05 SHEET: 4/5 STORM SEWER PUN SCALES: (H) 1" =25.0' -- II IVORY COURT- 50' R.O.W. I I I SPEED LIMIT 25 M.P.H. II 550' SIGHT DISTANCE 200' SIGHT DISTANgq 1' 200' TO WARRIOR D NE / III Fl4IFS THE IG SHALL REMAIN IN r1 i / '';.� 4Ta�i� +! rI �28 'ECD DURING .wn a■�r.rr■� � 5 D ASLANDSCAPING DIRECTED _ — - •.. EX. 91-JK L-14' RATOR. TO SATISFY ` 1 JAp=741.11 / �`\ • . ` \` IUFFER I g \\ •,� / I 1� j /AUT 776T1 /10' 1 / 1 % �� 1 / / \ • \ III CONE \ � °' ,�I I I,' I� I,� I I I � ��'• �� III 4 CONC, I � � : 1� -- -y-• I II i III HDOP RAMP TO i I I III I U t --W RECONSTRUCTED Pl�OP0S8D AUTO PARTS I} ORE • 1 - - - - ► 18 FLIGHT: 1 �T�ORY 209 *x.) I �.F.-7.95 P KING REQUIRED: 18 SPACES PKINGi�D: • , i- 1 ►1 I I III 40 SPACES *0 \ ® cn IL I o o III �— I I0� III D ICE CREAM PARLOR I HE A :13 932150 20( q. Ft. .-� / cx III F.F.-7 95 I PARKING EQ�I 22 SPA S TYP. 746-\ Y ICI Ef 12"* ( - TE: MNr744.b0 �-- - -� cn 111 PARKING w ROPO D: 40 SPOT P T N DOWN T I o= f � [�RNNS TO �I I D. K,v\yy �� 50 0 50 Scale 1" = 50 ft 150 COW. �1O'° E. III III S. -4 PROP. 78.1'-12"• I E oX Slo �- (0)dC 1. III TIX� / II NOTE: ALL DOWNSPOUTS SHALL BE mow % 1 A MINIMUM OF 610 AND SHALL BE / 1 CONNECTED TO S�ORM AS INDICTED. i STORM ORM SBNERPROAU SCALES: (H) 1" =25.0' -- --� --- - (V) 1" 5.0' -- 755 - — ---- 755 750 _ __- 750 FINAL GRAD EXISTING GRADE _ — - 745 ---- 745 -- - / — -- — — - __ - - 12"0 P SCH. 35 - -- 740 - --- PVC S H. 35 740 X. 115. 8'-12"0 PVC SCH. 35 - --- - --- --- -- -- -. - -- --- 7 735 75 — --- 730 - 730 114 LL X 0 �— OD o II --- --- - --- - ` 1L --- - - 10+00 11 +00 12+00 FIN. GRADE STORM PIPE NOTE: USE A NEENAH R-6450-EG OPEN GRATE ON THE NORTH SIDE CLEAN OUT; AND A NEENAH R-6450-EL SOLID LID ON THE SOUTH SIDE CLEAN OUT. ALTERNATE FRAMES AND COVERS MAY BE SUBSTITUTED, AS APPROVED. 18"0 YARD INLET DETAIL NOT TO SCALE CAREFULLY COMPACTED SELECT BACFILL i �=L_!L CRUSHED AGGREGATE - -I 11-117 I11,11111�11111 ,III„III„III „II11�111 TYPICAL PIPE BEDDING DETAIL NOT TO SCALE 36" 1 " NOSING(TYP) Inn o4ou aeries UUVtK TYPE W FRAME END RCP 36"x8" CONC. FOOTING MEET ADA REQUIREMENTS EXTEND RAIL TO 1-1/2* DIA. STANDARD TUBE STEEL RAILING SET IN 81 x 3" DIA. STEEL SLEEVES -GROUT FULL OWNER TO SELECT PAINT COLOR LOCATE RAIL AS SHOWN ON SITE PLAN 4 i I 24" r a #40 12" O.C., E.W. I #3 NOSING BAR (TYP) 24" NUMBER OF RISERS AND TREADS VARIES AT DIFFERENT ENTRANCES AROUND THE PROP. BUILDING. SEE SITE PLAN FOR ADDITIONAL INFORMATION. -►� 8" I - EXTERIOR STAIR DETAIL NOT TO SCALE 4. " I 6" . . a 13 �I I .a7" a• `a 6" I-- 2'-O" -1 CG-6 COMBINATION 6" CURB & GUTTER NOT TO SCALE (SEE VDOT (CG-6) ROADS AND BRIDGE STANDARDS FOR ADD'L INFORMATION) SEE PLANS yI 4" CRUSHED STONE (3000 PSI) 4" CONC 6"x6"xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL SIDEWALK DETAIL NOT TO SCALE PSI CONCRETE 12" x 18" STND. ---STND. U-CHANNEL POST ----PROP. GROUND VAN ACCESSIBLE SIGN RESERVED RESERVED PARKING PARKING z VAN a ACCESSIBLE N 4.1 a n •w�eao r has-aoo 7OW-AWAY ZOW TO AMMY IDIE VAN HC ACCESSIBLE SIGN SIGN HANDICAP SIGN DETAIL NOT TO SCALE 6" DIA. STEEL PIPE FILLED W/ CONC. (PNTD.) 4'-0" HT. WITH- 18" 0 CONC. FOOTING - 3' DEEP W/ WELDED HOOPS (3 TOTAL PIPES) PNTD. TO MATCH CONC. BLOCK) 6' WOOD FENCE - (SEE DETAIL THIS SHEET.) 6" CONC. SLAB - W/ 6"X6"X10/10 WELDED WIRE MESH DUMPSTERS BY - OTHERS PLACE 4"x4" POST BEHIND BACK OF CURB. (2) 10'-8" GATES TO MATCH FENCE SEE FENCE DETAIL THIS SHEET BORE HOLES IN - CONCRETE TO ACCEPT CANE BOLTS FOR BOTH OPEN AND CLOSED POSITIONS END OF STALL - STRIPE OR CURBING WHITE PAVEMENT MARKING, 4" WIDTH, LENGTH AS SHOWN ON PLANS. WHITE SYMBOL PER ADA ON SOLID BLUE BACKGROUND WHITE PAVEMENT MARKING, 4" WIDTH, 2' CC; 45' ANGLE Q OR 5' NOTE: ALL CONSTRUCTION SHALL CONFORM TO ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES. PAINT: NO-REFLECTORIZED, ACRYLIC LATEX TYPE 442XX TRAFFIC MARKING PAINT BY DEVOE, LOUISVILLE, KY OR EQUAL SIGNS MAY BE PLACED ON BUILDINGS WITH CONSENT FROM BUILDING INSPECTOR. PLEASE REFER TO THE SITE PLAN FOR THE PROPOSED LAYOUT AND ORIENTATION OF THE ACCESSIBLE PARKING AREA. PARKING LOT STRIPING DETAIL NOT TO SCALE 24.00' -- - 6.00' 6.00' 6.00' 6.00' - I D u , TRASH ENCLOSURE NOT TO SCALE 4-9.67' 40 v v v v CANE BOLTS ATTACHED g %iT0 FENCE CONC. APWN 2x4 TOP RA 1x6 BOARD, FRONT do B, TOE NAIL E/ W/2-8d(EA. 2x4 MID RA 8'-4x4 POE 2x4 BOT. R ATTACH RAIL W/3-1 Od(E, 12" DIA. PC FILL W/CON I } I UQ o� oI o I II Lj W I.IQ.1 W J O oa D 0 Z ujZW O w J Z U z � 0 UZ_ � C� w ~0 U w a 03o�w QO�cQc� Q ~ � Z OZQOO �Ow ` 5 I.L. LIJ 0 � OU M 0 ■ C.� J ■ E ■. a� o N � M rn O ♦ �1 cD 0 L j rn ♦// CN CN I CV I 3 N N ° 3•�� O Q' O C o W J a �3 N . N C V 0 (n � O 'E 0 W a�- U C O U 0 3 w w Z G� O �yy�I171 �y PAND r U II�IV9 N0. 18260 0, 0sli��I �� w SSIONAL ALL LUMULK IU Ct F'KtaaUKt IKLAItU TtLLUW MNt NU. Z. ALL HARDWARE TO BE HOT -DIPPED GALVANIZED. FINISHED SIDE TO FACE ADJACENT PROPERTY. SURVEY: C.I.: CONSTRUCT TWO GATES SIMILAR P-L, PLC 1 PROPOSED FENCE & DUMPSTER SCREEN DETAIL DRAWN BY: JOB NO.: NOT TO SCALE TGP 0411019 SCALE: DATE: SHOWN 04/05/05 SHEET: 5/5