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HomeMy WebLinkAbout72-04 Truck Parts Unlimited II - Vehicle Sales & Access. Inst. - Back Creek - BackfileLEGEND TRUCTION NOTES VDOT GENERAL NOTES VICIN17Yo LC 1. The Authority's Water and Sewer Standards and S edfications are available at www.fcsa-water.com C EXISTING FEATURES ty P VI. Al/ work on this project shall conform to the current editions and latest revisions to the Virginia Department of C, K 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. Transportation VDOT Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control oaf P (VDOT) 9 P rg � � �, EXISTING EDGE OF PAVEMENT _ _._ ___.. _�_ EX EP _ _ 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or ����� 6��' G®-� % �n EX EG 4• The contractor shall coordinate with, and arrange for inspection by, the Authority. conflict between the Standards or Specifications and Regulations, the most stringent shall govern. �-�� ® o 0 EXISTING EDGE OF GRAVEL ___. _ _ __ ___ _ _ _ __ _ _-_ 5 When an existing water main is tapped for the installation of a new line: V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health � tic' caa�'� � V == = µ == __ ._ � a) The Authority shall furnish all labor and material. Administration (OSHA), and Vlrgfnia Occupational Safety & Health (VOSH) Rules & Regulations. 4®ro ;.�4 �� a EXISTING CURB AND GUTTER ; EX CG - 6 b) the developer/contractor must: ® � V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, shall be in v� 1. make application and pay deposit.`v ,� EX. INTERMEDIATE CONTOUR �8 accordance with the current edition of VDOT s Work Area Protection Manual Furthermore, all traffic control � QO �. im M o 2, mark the tap location. flaggers must be certified in accordance with Section 104. 04(c) of the VOOT Road & Bridge Specifications. �o of C o c� EXISTING INDEX CONTOUR 150 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. � N a 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's ' Inspector. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, Including traffic signal EXISTING SPOT ELEVATION A' .50, D' P poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole 8. The Authority's maintenance department shall furnish and Install all water ureter through 211 in size. responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the _ EXISTING TELEPHONE LINE ---- T - T - ----- T - -- gt Is the developer's/contractor's responsibility t® have the meter box assembly Installed correctly. proposed construction activity. VDOT approval of these plans does not indemnify the developer from this J Before a permanent meter is installed: responsibility. "` �` '� -a v >, EXISTING SANITARY SEWER - - S S S a) The meter box, with Its frame and cover, must properly aligned with the coppersetter. C M"^ SITE � � b) The frame and cover shall be set to final isle. V5. Design features relating to fled construction, regulations, and control or safety of traffic may be subject to SCALE i - 2000 EXISTING ELECTRIC SERVICE -- -- E------- I ---- F- �------- c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 °: change as deemed necessary by VD07: Any additions! expense incurred as a result of any fell revision shall d) All components of the meter box assembly shall be in proper working order be the responsibility of the developer. f 5 EXISTING GAS LINE ---- - OAS- -- - GAS ----- --- V6. Prior to Initiation of work the contractor shall be responsible for acquiring a// necessary VDOT land use PROJECT I �'1' � 9. For water and sewer services that connect to existing lines: permits for any work on VDOT fight -of -way, EX. 15 " RCP EXISTING STORM SEWER _v ---� -;--------�----- r----- � � a) The location of the service lateral is to be coordinated with the Authority's Engineering Assistant Owner -Developer -General Contractor .-----�` - b) An Application for Service must be made and fees paid before work will begin. V7. If required by the local VOOT Residency Offlce, a pre -construction conference shag be arranged and held by Clifton E. Borden, ux EXISTING FENCE LINE - - X - - -- X---____ k ___-___ c) The Authority shall furnish and install 5/8 3/4 ; and 1 " water services. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies u 4110 Valley Avenue X1 d) For all 1 1/2 " and 2" water services, the Authority shall make the tap and bring the piping to the and VDOT prior to initiation of wank Winchester, VA 22602 1 EXISTING DITCH LINE - property line. The contractor shall furnish and install the meter vault assembly. The Authority will V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined Phone - (540) 869-3303 EXISTING WATERLINE W/ TEE W Instal/ the meter. length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. e) The Authority will install al/ sewer laterals. EXISTING FIRE HYDRANT EX. FH 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public must meet ASSE Standard No. 1015 or 1013. roadway via a construction entrance that is constructed and maintained In accordance with Section 3.02 of the Property Data Building Setbacks Per Code Proposed EXISTING WATER VALVE -- - �' - -- C -� - W Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Tax Map Number 75-((3))-15 Front., 35' 36.0' 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address Sulky Drive Left Side. 0' 69.9' � � EXISTING REDUCER �� -�-y- i certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who Area 0.727 acres Right Side: 0' 10.1' q check valve or a RPZ, as required). The assembly shall meet ASSE Standard No. 1048 or 1047. Radio read � remotes are required. shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Zoning B-2 Rear (I-81): 50' 52.3' 4 EXISTING TREE DRIP LINE operation, Def%lendes shall be promptly recut ed. Legal References #040020687 Existing Use Vacant Parking Setbacks Per Code Proposed V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of Proposed Use Parts Storage, Outdoor Front: 5' 15.8'ell% PROPOSED FEATURES GENERAL NOTES construction. Display & Installation Bays Left Side: 5' 5. 0' �. Right Side: 5' 10. 0, QJ VI1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) Zoning Data g Rear: 5 5.0° PROPOSED EDGE OF PAVEMENT PROP EP 1. Permits must be issued from VOOT prior to any construction in a public right -of- way. inches cover and when possible shall be installed under roadway drainage facilities at conflict points. ® Open Space Minimum 15 /o = 9,651 sf r PROPOSED EDGE OF GRAVEL PROP EG 2. The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way. V12. Any unusual subsurface'condidons (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered Open Space Proposed 24.8% = 15,952 sf during the course of construction shall be Immediately brought to the attention of the engineer and VDOT. Work F.A.R. Maximum 1.0 Use For Parking Unit Tabulation ® .' 3. The contractor will remove all mud and debris from the public right of way that is left b vehicles entering shall cease in that vicinity until an adequate design can be determined b the engineer and approved b VDOT. F.A.R. Proposed 0.24 P g y y g ty q 9 y g PP y Parts Storage 3 employees 1 per person PROP. CURB & GUTTER PROP CG-6 and leaving the site. Building Data Service Bays: 2 bays 3 per bay V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior - - 4. Any damage to neighboring properties including county roads and sidewalks, caused by the development of to placement and fill. Where CBR testis is required, a VDOT representative shall be resent to insure the Type of Construction 2B - Metal Office: 250 sf 1 per 250 sf :. . PROP. REVERSE CURB & GUTTER this site will be the responsibility of the developer. All damage must be repaired to original conditions. sample obtained /s representative of thglocation. When soil samples are submitted t0 private laboratories for Proposed Use Outdoor Display, Otfice Outdoor Display Area: 5,500 1 per 3,000 sf PROP CG-6R P h' P 9 PP P P P P P yo � testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and & Parts Installation Loading Space: 8,650 1 per 30,000 sf a PROPOSED CONTOUR 50 5. A construction entrance must be installed in accordance with the "Virginia Erosion and Sediment Control that testing shall be performed in accordance with all applicable VOOT standards and procedures. Proposed Area 7,500 sf Total m Handbook" Section 3.02. The contractor must maintain this access for the duration of the project. Height Maximum 35 feet sY. PROPOSED SPOT ELEVATION +SDI V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Height Proposed 28 feet Total Parking Spaces Required 12 U::;;, Q 6. The contractor will be responsible for adequate and positive drainage of this site. inch lifts to 95% of theoretical maximum densityas determined b AASHTO T-99 Method A within plus or minus ` `'"' ` y � P Proposed Parking Spaces i5 0, PROPOSED STORM SEWER " 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 2% of optimum moisture for the full width of an dedicated street right-of-way. At the direction of VDOT PROP. 24 ADS P 3y g ' y .44 density tests shalt be performed by a qualified independent agency in accordance with VOOT Road and Bridge ( 2 PROPOSED SANITARY SEWER S S S 8• All construction will be done following the laws and guidelines set forth by OSHA and VOSH. Speclft'cations. Certlf)ed copies of al/ test reports shall be submitted to VDOT dally, unless specifed otherwise. Sign Data # of Handicap Spaces Required 1 Proposed Handicap Spaces 1 3 Sign Area Allowed 100 sf QJ PROPOSED TELEPHONE T T T 9. The contractor will ,notify engineer of record of any discrepancies between the approved plans and existing site V15. VOOT Standard CD and UD underdrains shall be Installed where indicated on these plans and/or as specified by Sign Height Allowed 35 feet # of Loading Spaces Required 1 "It conditions. VDOT. Pr. Loading Spaces 2 Q a PROPOSED ELECTRIC 10. The developer is responsible for the relocation of any utilities required by this site plan. V16. The Installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VOOT PROPOSED GAS LINE minimum design standards and is the responsibility of the developer. 11. A!l Eros/on and Sediment Control devices shown on this site plan shall be installed prior to construction, PROPOSED WATER LINE VI% Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed p • 12. All controlled fill must be compacted to a minimum of 95% density following Method A' of the Standard by the developer or, at VDOT's discretion, by VOOT on an account receivable basis following the Manual On �' �° L �i Signatures �(,//"�� i®y PROPOSED WATER METER i Um Proctor ASTM-D698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes Uniform Traffic Control Devices. ~ O PROPOSED FIRE HYDRANT c& PROP. FH this note if provided. V18. The developer must provide to the VOOT Residency Office a list of all material sources prior to the start of Design Firm: g construction. Copies of all Invoices for materials utilized within an dedicated street right-of-way must be provided PATH ®F P y GreyWolfe Inc. (540) 545-7823 � (r 13. The contractor is responsible for contacting MISS UTILITY prior to any site work All utilities shown on this plan to the local VOOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured f�Q ®4 O are approximate locations and not all utilities may be shown. Zoning Enforcement: C� Q W COMMON LABELS & FEATURES Department of Planning (540) 665-5651 V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Site Inspections: , 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge R; Z PROPERTY LINE OF PROJECT of each workday. Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test Department of Inspections (540) 665-5650 Za 15. An approved set of site plans must be on -site during the construction process. reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a Erosion and Sediment Control: No. 5 8-� � o~C � � Z NEIGHBORING PROPERTY LINES VOOT representative shall be notified and given the opportunity to be present during the construction and testing Department of Public Works (540) 665-5643 ��.1 5 16. The contractor will notify all utility companies prior to excavation within easements. of the density control strip. Sanitary Sewer and Water: �� p�' Q c1C ® 5 EASEMENT LINE Fred Co. Sanitation Authority (540) 869-1061 �® SURv�y W °� L Q 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VDOT Road and Bridge Telephone: Verizon (301) 954-6282 � � PROPERTY CORNER FOUND O days. Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Electric: Alleghany Power (800) 654-3317 °C ccW Z A certlfled compaction technician shall perform these tests. Certified copies of the test reports shall be submitted Gas: Shenandoah Gas Co. (540) 869-1111 WUNTY OF UO *� PARKING SPACE TOTALS 12 DEPARTMENT OF T 7®T T to VOOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be wl-ss UTILITY: 1-800-552-7001 FR HESE PLANS ARE IN ICK STANDARDS ANDORDINANCES.ACE WITH CES. ANY DEVIATION O w ® e ADA HANDICAP PARKING STALL �, INSPECTION 3 i Present during the construction and testing of the control strip. OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE V ti W 1. Buildings) must comply with The Virginia Uniform Statewide Building Code and Sections 304 (Business) & 311 V21. In accordance with Section 302.03 the foundations for pipe culverts thirty-six 36 inches and larger shall be ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. W W W PP riY ( ) g O Z SIGNS -� (Storage) of the International Building Code/2000. Other codes that apply are CABO A117.1-98 Accessibility and explored below the bottom of the excavation to determine the type and condition of the foundation. The Q J 3 w the Usable Building & Facl/ltles. contractor shalt report findings of foundation exploration to the engineer and VDOT for approval prior to placing �° R SANITARY MANHOLE IDENTIFIER O 2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or 1 oq cn limitations are exceeded for the type of construction under Table 507 of IBC. otherwise unsuitable foundation Is encountered, the foundation design and/or need for foundation stabilization STORM DRAIN STRUCTURE IDENTIFIER 3• A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for shall be determined by the engineer and a Maximum 1. Exterior lI htin will be provided b wall -pack approved by VDOi g g P y P d O ❑ Environmental Existing Disturbance Proposed lights attached to the building & llghtpoles. W building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet V22. Approval of this plan shall expire three (3) years from the date of the approval letter. Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent ^+ requirements of Chapter 17 of IBC. O LIGHT POLES - 4. Maximum slope across handicap parking stalls shall not exceed 2%. Flood lain 0 acres 0% 0®/® glare on neighboring properties. �.14 P P P 9 V23. VDOT Standard CG 12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. p O S A greas%/1 seperator shall be Installed If a floor drainage system Is Installed within the Installation area. 0 3. Outdoor trash receptacles will be in an enclosed Q� O Lakes &Ponds 0 acres 0% 0 % six (6) foot fence. '4 LOCATION OF TEST PITS 6• The 2000 International Building Code shall be ut®lized for building design and this building will be subject to V24. VOOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with g yetlands >IAC 0 acres Ooib 0% spec/a! Inspections according to chapter 17 of the IBC, (soils, concrete, etc.) VOOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. 4. This project will not disturb any environmental Sinkholes 0 acres 0% 0% features as defined by the Frederick County Natural S. W 0 acres 10% 0% Zoning Ordinance. z FIRE MARSHALLI Retention Areas 5. The owner will be responsible for obtaining or o 0 0 o granting easements shown on this plan. EROSION & SEDIMENT CONTROL FEATURES Steep Slopes > 50 /0 0 acres 25 /0 0 /o w z 1. An Inspection b the Fire Marshall's office will determine where curbing must be painted yellow. o 0 6. Easements will be recorded and copies sent to the a w a P y g P y TA TAKEN F THE L T, a A UAL 7t17 ITI Woodlands 0 acres 25/0 0% cis Z (f) INLET PROTECTION 2. No Parking - Fire Lane signs will be placed on the site by the Fire Marshall's direction, parties involved � z 0 z JP BUSINESS PARK (CLASS i7) 2®7 , s �C 7,.5 f = 9®S Al/ aril/ties that will service this site must be ®�- d6 o dl 0 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. placed underground ® z z z OUTLET PROTECTION 00 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited. .,rye 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. #72-®4 W Z z z CHECKDAM CD � U_ a a a RESPONSIBLE LAND DISTURBER 0� a� This site /s served by an approved and Installed regional storrnwater a a LU LU a DIVERSION DIKE DD management pond located at the southern end of the park % > > > SILT FENCE W/ WIRE SUPPORT NAME: Frederick County Zoning Administrator Date t M Ln M LANDSCAPING NOTES 0 0 0 0 i► �. �. SILT FENCE W/O WIRE SUPPORT sF CERTIFICATION #s N � N 1. Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VOOT will expire three (3) years from the date of the approval letter. �` N 6 SEDIMENT TRAP S7' EXP. ®ATE and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots 3• The Frederick County Sanitation Authority approval is valid for two years from date of approval. If construction is DATE: DEC. 6, 2004 1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set forth in and be well branched The planter shall guarantee all plants for one year. not in progress at the end of this period, Authority approval shall be vold the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A 2. Note: An on -site re -construction meeting is required with the Owner Site Contractor, Public Works & Designer 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided owner/contractor must obtain a Land Disturbance Permit and agree to periodic Inspections. shall be void. CONSTRUCTION ENTRANCE CE P g q g FILE NO. 0130 prior to commencing any site work, to the owner. 5 The Frederick County Department of Inspections approval does not constitute a building permit Building plans om must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a land Disturbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 3 f �h11 6" dia schedule 40 steel pipe filled with concrete ,i• g. and painted yellow Iff! h T z' 18' dia. �•a i 4 1'-6" concrete encasement BOLLARD DETAIL direction of setting to be approved prior to Installation FIRE HYDRANT ASSEMBLY Figure 8 METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8'k3/4"or 3/4" 181n. Dla Non -Traffic M32C-PW Traffic A32HH 1' 241n. Dla. Non -Traffic MC-30 (Frame) WITH RML-1-T (Top Lkf) Traffic MC-30 (Frame) WITH RML-12-T (Top Ud) trealed 2x 4* with meter box lop 6' painted blue saddle with COT stop Corp stop I/ a 30, (dlpe with, Opposite Side 1'CTS polyethylene tubing 1"Coupling screw (PET) 200 psi with SS inserts (PJX FIP) C1 4 adjustable at all connectiorts with SS Insert valve box Same Side MIP plastic ph %' --at. rr.. mechanical joint swivel tee with 6" branch SDR 35 spigot SDR 35 spigot by by gasketed /-SDR 21 gasketed belt 45° bend / bell adapter (see rote) 2' COPPERSETTER meter size Opposite Side Same Side 5/8'x3/4" VBHC72.18W0-44-44-B4 VBHC82-10WDA4-44-B4 314" VSHC72-18WD-44.44-B4 VBHC82-18WDA4-44-B4 1" VBHC74-15WO-44-44-B4 -N/A- INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prforto installation. 2. Water service crossing streat: a) Encase In 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) Install 12 gauge Insulated copper wire (for line tracing) from Corp, stop to Into the meter box (wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot Intervals; come up Into meter box and terminate level with angle ball valve), 8/8'X3/4", 3/4" & 1' METER INSTALLATION (4 FOOT COVER) Figure 5 J I ) I 3' minimum 1 -1 ) Ft cast It: deanout cap with Mass / plug must be 8' from the top of the SDR 21 gasketed i f/ screw type adjustable box SDR 358"x4" pipe and fittings finished grade gasketed bell wye SCH40J Wrlw�� (see rote) solvent weld cap square concrete skid pad 20k 20'k 6" deep property _T cast iron clearaut cap with Mass line GpG VALCO, Inc Fig. No. 71BOB plug having a countersunk square lid head Panella Model PA4SV-CSK (41 18" with marked "SEWER .. SDR 21 - cleanout pipe bottom sediaT of box location marker 36• min. � bdodc base ���F•c'. cover+;I '``• SDR 35 spigot by t� SDR 21 gasketed stone a°°e^$°i$°O°e°"o$'e° $ $ SDR 35 w bell r;:�j�:bell adapter sanity gasketed (see It SDR 35 gasketed Jr- sewer main SDR 21- +',� . ;;,{ bell 45° bend Note: H top of main Is greater than 15 ft deep use heavy wall SDR 35 concrete cradle if top of main is greater than 15' deep GRAVITY SEWER SERVICE LATERAL Figure 14 R7-8 HANDICAP PARKING Sl� (1z" x 18 11 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY IF REQUIRED \ VAN ACCESSIBLE PENALTY$100-500 TOW AWAY ZONE PARKING SURFACE MAY BE PLACED ON ONE BLANK. ADJUSTING THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES REQUIRED EFFECTIVE JULY 1, 1998 j CONCRETE WHEEL STOP----' (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) w L- 6"stonebedding NOTE: If top of sewer main Is greater than 15'deep, then wye and bend to be heavy wall SDR35. -4- 3' MIN. 12: 1 12: 1 CG-6 N / SEWER CLEANOUr Figure 18 3' MIN. CG- 6 NO TES.- " _ If 1. H/C SPACES MAY NOT EXCEED A 2111, SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WIDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4 "X8' TREATED POSTS SET 3' DEEP. DUMPSTER & SCREENING FENCE DETAIL N.TS Z a � o4i �,Sh 1,4 4'-0" MODIFIED E5-6PC POUR IN PLACE Seeding Schedule (per section 3.32 of VESH 1.) Topsoll will be spread at a minimum depth of 4", 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acre). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10°/a Annual Rye, 10% Foxtail Millet, and 5% Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. '" xx 5'REET M'PROX" SAME 3Mi+CR10 AS NAhtnr IRANY S TO BE pg ice" i ROA04AY glCt,r, eu rA.Kf , h C l C �__�. } 1 01Astls15 TO*h allR AS --v aR°U.4. Cover.4 / ms>cE�axx y g*IL�t Opr411K E%PML90k :DiYi �' � -•i ~�`�E%VAV I DTEI YAOTH 'W ^'-0" OP AS w HFd PARTNERSIAIP ;` I ' 20 , 0 , I I ( t I f l 9600020211 20 I f f f BONED i f I 1 : 2 VACANT ` �, GRAPHIC SCALE i ��, � � ! � i / N 54?2'17' W 2V 78' C D I I ' I TAP Br 5A d ! .__.__%o _ R/0 D I -. - -- -- -S -- s - - S- S ---. S INS S = S 2" Gas Service Li Gs GAS I / / M 32 /40'00 / l i 60i00' / i 50.00' i J6' I 'c � A' i % i I 1 � , � / i I ! 1 � �r+.J / ! �"T'00 sf i I2,500 sf I f 6f'RUCPINSTALLATION 1 ( I �u 1 1750 sf / ; , / 1 1 INVENTORY &PARTS STORAGE t l , I 0< , BATHROOM / 1 FFs730.50 1 / ; f FF=730.50' I - •z,.- I i ( { © 3 TWO (2) INSTALLATION BAYS I 1 i go I -) ,Q & PARTS ROOM I I co I 1 1 }QE J W k 1 I/ f 1 TYPE 26 CONSTRUCTION f FF-730150 i 1 I I I I \! f ..I f tl ( tcatl ° i i N t_AJ>r ' ! I 1 i QC>. i ct>. '` I w I 1 � i 1 � I k � I? ® i � m 'I ilI l Q 7 �, w ' 1 It ( I OFRC i i Lo I i 250 x X ("to I f- - I I ON y t ) t? 20I I ( I 5R 15A I � .0 .0 9'x2o' 1 ( � � I J i + o �� 1 0 75-((J)-12 % ( "io'1 �o $ o I I } ro �� K & J INVESTMENTS p ( l 3 4u + 4.5R/ �; ( DB 790, PG 180 JI/ P VED 1DOOR D1S LAY AkfA / , 291 7 ( 1 k k i ! , II j1j ZONED: B-2 USE. BUSINESS 9, 24.5R 181M 1 r ( lm I 29p II I 9X I2 � IZi I I j 1 / 1 28p 29 + ( \ 263+kZ, f �) ( I - I - - - 1 ( N 54'40'11" W 24s.� 5R --�- ADD 1 TO WV I i 1� "Ill' (EACH C LVERT �aT �, `,m on 2. "' 1D 4VV� , 3' HI H I l� ( t _ _ } I 10.577 R SF IN RE I I 51R t j } L 5.R y 1 I f � f f i f ( ( j I� I } 1 1 } 1 , t � � 1 t � W IND-711111 Y one" ov 1Twcki• crow. r1AWjN� ROAOAAr SECT ION C-C PLAN VIEW ? ZJ r\ 1 [4 OOwSTRUCI ORrZE CH4NOE9 YITk A H.rTA00.1C Cu44E. J WrW� TltgyHCpt p A CE KAINICOMOTT A�rC.',pCUMODME(� 'f ' 77 R F7' he D,D'H 0c QE ld.K CIRB t�JCk l A IC. WE1 F KfR 5 H' TOy ( :' 1Q O S,•,+ 'J O Q f r� \ �- ID'rpasa011C LURYr Ra.Fs ;9114* TIE WT S nr rls nALMS'01110 1= r� '�. //�rJ�� EOCr Or sufx:)nFR Cst 0 CvA -�' _T NC7_':YSEU i0 7". •C '� �•- V �. `l. V Q 7Y3rtAt rLUN L!Ff . LGrtrJru'E _ ' ---%~- '-- D �y!:EN sr'S. CC-11 IS USED FOR D'"ANCES sULT `•! MAk,WT 4OFPX'AY -- .-.---- N OCN&4CTICx MTN VOnT FR�CTS,;-_FAW J C) j N Lll �' J Q N W U a x �x v - D NOTE ,, rmLtwN�: ((y�� (n� ( (\ (� (� TxOv n+k,r ` W ' W ``l O ( ,�. M,y d0'U1. riff. STRCCT ��+"+--+_ (} .�. MAV14W PAVV W_1dr smKL tlE cowpucrtO 10 TTIE R/4' L:IcC CCSC..? "Yet SliBOR:IDC �1' Ir.r�.J `a.J �I•.11 I \rMye f\1 �I Q Ots'a,ca.6 rnR ;vv4 R,a.. P Avi�nrT'NNcI ICAN 6PC OOMTTE N V I J .., W` V r^ EHr?WICE 1 V rkE En71+,+M._J (� + SECTION A ii RIrAA., WRB OR CA1ilWTIDN [7.7aF + V W ! 00\ �l V GUIOFLIVES FOR GRADf7 CHAtsCE 0 oreTi A,I�LI-4rTF iEPc Fo�LrclEo PuiFcr,74C rva�s. oikr-+f LISU 11 Co it +rr sr:vtoxm .. - _[-- -J j�`}_. 1-(-�" 1 _"--, {jam--F � 7 CG 3 OR CC 7. THE L`UkB r'ME C,Y TNS l�� ;- f,�Vjj-_ II �L�lTYI��jIFI _� tom(_ I I �' _ �4 - {��`IIi tI II��I'_i j[i _j_� 4_ f (j (_ q_ I: .�-r. I I.v- EI 4AYE �pL1tE DkSPABLE WJOMld1 STND0.v.0 STD 9C AWBSTO TO eATCH TK 7� ... i I l'` Iz;,�� PT- � � _, _I I y�'f . _..i I y ,_'! E E�1 ....i �E 1-•1� -��13 i:' ��: I �' --�� i�7_�. .__i1 rip h.. GYO?t 1NW1 r4D MPD) O S 3 S exlVyTriV E C'URe Lmk IOLwA,r7N. i . I -_f ( I- _ 1 C `• I . t }. 7 y M 1 � -l! �fj I j �7 f 11 i _ T wo W (500 Zoo VPD) f 3 t D A SEE SU DPM C4-12 POP Wt.- RAW DrSm f - ' �i_�-� R�11 i=--1 1 r-'.'_I t I { 11 k; PIr'G M'c TO rc 7T0 �M171CAil F WN N LOrdTR�' T1CM OF LOW (LESS THkV 6;lJ !a0) s d): PROY�G'F" 'n NE 10.8' 12" OF 218--� �--- 10.8 f-- ° >< ���:.��� � 12. 0' 30.0' •• OPYONA rr.a)AJfE kAY RECIi1R:. aYAPPXr P62ri0k lX OUITER TO Pi,E'CIUGE poO"SO Of WATER 2'-7"(CG-6) ,35. 0' ®2% 9PECfICATG6l 4rrrRBCF� ~METHOD OF TREATMENT - CONNECTION FOR STREET lNTERSFCTIONS 502 ( AND COMM9 RCIAL ENTRANCES TAPER PROFILE ENTRANCE PROFILE I vp'4: A DEPARrtran P �sPDarA11a 203,04 t \ Z �, u, / \ 7A0 to Rt 11- 00- s' �.PROPOSED 45V 150 S ENTRANCE EASEMENT �, t t MARATHON DRIVE 29 I ; ROUTE 1091 29 SSMH' \ UNPOSTEp SPEED U1N/T 50 R.O.W. r , J INS! RIM 72 .78 FUrUff 4 l lKING - - . 2 _ t f /N= 18.1 ' ENV OUT=718.0" 9 g •t +29 J _ _.YR 27 I t f c cos c4.s - c. �` J - GAS - cos 29 f"' ` I ` : C45 _ r.4S - cos - GAS - - i W �15R '-- fits---�. cns___,.. c:ns - ( I i FUTU P .RKING f1 ! 1 f / J 29129 �_... � i rn-Down ;`'H� 1 252 28� v, l a / _._a.. ?wh ice...-T,- a. 9 a ____ ' a v• a '• a a �r j 12' Jos r '1 Jos ,io'1 ' n 1 v { rI I i VJ r I f 75- ((3)) -14 to to I RALPH S. GREGORY i 8, 250 sf I I ( DB 913, PG 1429 1 r ZONED: 6-2 30+ti"\ 4 FUTUREtIIICLL, PARTS, & SALES` , I FF= 7.30, 50' ( ^ �f ! J USE: VACANT ~� p THIS LOT WILL REQUI,4 A SITE PLAN PRIOR TO DEVELOPMENT - o � ( f � EJ �TAP ff \ I Remove debris & 16h I `. 1 % 5 FMA i .00 4,s s -S 9 3 N 5440'1 " W 25564' RAL Pk S. GREGORY DB , 13, PG 1429 I f } t 1 i , IZONEO: B-2 I ( f l USE: VACANT t i 1 400 WATT LIGHT 20' POLE MINIMUM SPACING 3'-0'a PAVEMENT TYPICAL INSTALLATION OF LIGHTPOLES BEHIND CURB & GUTTER Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent, 2. Lighting must be installed so as not to produce glare onto ne/ghbors and roadway. 2" OF SM-2A 6" OF 21-8 COMPACTED TO 957. DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 95q DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5" OF SM-2A 3" OF BM-2 8" OF 21-8 COMPACTED TO 9510.' DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957. DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS 0 C_ N O C h 0 o O C � N U L_ Cr 13 0 C Z O 4 OF 3000 PSI CONCRETE W/ UJ H FIBER CL Z Ln can p 4" OF 21-B COMPACTED TO z 0 Z 959' DENSITY C6 U 06 / '� o > Z Z Z Z z SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY W ¢ z z z a U, 5 TYPICAL SIDEWALK SECTION g g CL a a a a � � � � 8" OF 3000 PSI CONCRETE W/ WOVEN < � WIRE REINFORCEMENT 11 0 0 0 0 p 8" OF 21-8 COMPACTED TO , 957. DENSITY r4 -' N V / SUBGRADE FREE OF ORGANICS & COMPACTED TO 9590 DENSITY DATE: DEC. 6, 2004 TYPICAL DUMPSTER SECTION SCALE: 1" = 20' FILE NO. 0130 SHEET 2 OF 3 EROSION & SEDIMENT CONTROL STANDARDS 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 project, 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. 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. Nonerodible 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 work 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. Material used for backfrlling 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 is transported onto a paved 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 permanently 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 of stormwater runoff for the stated frequency storm of 24-hour duration In accordance with the following standards and criteria: STONE CONSTRUCTION ENTRANCE 70, mitt EXISTIM PAVEMENT .. K. � r � f r • i.\ r -"a.\ f•a• f I�i,�i,,�i,� ��i�)�'i�.�i�,�i��i,�i�.�i,�•`,ri�)�i�t.�i�x. 1= a-u• .•1 �1.•1 •1.��.•1.•1.•1.•�:•�:•1 •�.•1'•�'.� 11=II=11 \>��i7.�i:��.�i�.�i�l� �i:•Ii NA. M. i r I • RE -uv,cu �u...Rc,c acorn arnr.t SECTION B-B AD R • • • •+ low- �����t��A�1rw�•�\11 /�1�-II ire �I - ��_.s!..•�..•!.,•.J:•._ I q i INLET PROTECTION NOTE; SILT FENCE USED AS INLET PROTECTION IS NOT ALLOWED IN FREDERICK COUNTY. CONTRACTOR MUST INSTALL THE OPTIONAL STONE ARC AS SHOWN. E & S CONTROL NARRATIVE Project Description This site is located In the Battlefield Business Park on the east side of Sulky Drive. The purpose of this development for the construction of 15,750 sq. At. of buildings to be used for automotive sales and part installations. This development also has parking and drive aisles for access. Existing Site Conditions The lot is a vacant field. The ground cower is grass with some brush along the eastern side. A01acent Parcels The adjacent parcels are a vacant lot like this one. Soils The soils types determined from the USDA's "Soils Survey of Frederick County, VA" shows Carbo-Oak/et rocky silt loams classified as #6C, This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with rock outcroppings. Erosion Control Program . Install construction entrance with wash rack • Install wire supported silt fence . Install culverts outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1 } ES 1. Unless otherwise Indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notitled one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing, ES-4, A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities in areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority" ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and after each runoff -producing rainfall event, Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made Immediately. Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment, (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE MRE FENCING TO THE POSTS, TRENCH UPSLAPE ALONG THE LINE OF POSTS. I FLOW 3. ATTACH THE FILTER FABRIC TO THE WRE FENCE AND EXTEND IT INTO THE TRENCH. FLOiI 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IIWIRE SOME: Adapted from Instalation of Straw and Fabric Fker flamers for Sediment Control, SF SILT FENCE WITH WIRE SUPPORT "X s - s= s-4-(- S- S s- sue- s- SX- s=- sue- s- - SS s- s s- 50.00, I I 40;oo' ; 60.00' 1 I I 3,000 sf I i 2,500 sf 11 1,750 sf TRUCK PART INSTALLATION i i ; INVENTORY do PARTS STORAGE o BATHROOM i FF=730.50' i TWO (2) INSTALLATION BAYS FF--73o.50' I I &PARTS ROOM I FF=730.50 1 TYPE 2C CONSTRUCTION 1 o I I I I I 1 J 1 I I I I 1 Q I I I I I I I I I 1 OFFICE I 250 sf Imo_----- a+--� ------ i� PAVED OUTDOOR DISPLAY AREA ` '~. „ S S w - - cas_ GU cos_ ^� S. I 1 t f �ir 8, 250 sf FUTURE VEHICLE, PARTS, SALES FF =730, 50' I �; THIS LOT WILL REQUIRE A SITE PLAN PRIOR TO DEVELOPMENT ar X ! $ Remove debris & trash s I I � f X It v° LC Po O ::3 L N � M 0 0 0 � 0 Mo 0 k M n v O c CE y ... _ Ca. cab _.. c,,s------- c -• -•- CAS__.- r.�s ---- cn, -•-- j f 1 r}ns ras. r i ras ras.._ _ (AS- O 0,-0\ O40 ��_1 t3 i Q v_r v a r .• -- f a IP ((Q t 'i 4- i CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET PROTECTION DISTANCE IS S' MINIMUM IF FLOW j Is Towato a4avooma L FLAW OPTIONAL STONE COMBINATION 1.0' FLOW 1' -+ 2.5' *VOOT 13. #357, /5. #56 OR #57 CURSE AGGREGOVE CLASS I RIPRAP TO REPLACE SILT FENCE IN * HORSESHOE * WHEN HIGH VELOCITY OF FLOW IS EXPECTED PLATE 30.5 t I SOURCE: ADAPTED from VDOT Standard Sheets and Va. DS W�ATE, 3.08-1 165°ni 5 _ ___. J 5 S _,, s �� s-s---s---s-s-s-s-s-s--+� - - - X - X- X X 2-3" Saucer � Prune out any dead or broken broaches, remove all fags, labels, strings, wires, etc, from plan. ?� 2-3" mulch �l Set top of root boll equal to1-2" above grade. g . Itt• Y4. tJ l� t • Remove container, use r�;•}^ sharp blade to make four 1/4"-1" cuts the �• a th of ball and cut a l74 1 4" X on bottom of t,t,•tr boll; loosen compacted - roots. CONTAINER GROWN SHRUB Prune out any dead �" ^r A.r &-n branches. oil tags, labels, wires, etc. from I" mulch Set top of root ball equal to or 1-2" above grade. s rope do burlap oat ball. Dig hole 2-3 times width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominont Prune rubbing or cross branches Remove tags and labels Cut awoy all bolling ropes Remove top of wire bosket� ~ ' ' DO NOT prune terminal leader or branch tips Prune narrow crotch angles r4 water spouts -Prune broken branches Prune suckers 2"--3" mulch kept /away from trunk Soli well to r-contain water 8ackfill soil • • • Partially bockrill, Widen end score water to settle holes in wall boll, finish 7 bockfilling Area for water Remove container and cut 4 drainage (Pipe slrci?)g roots if or We could cwtakw-grown, or as be installed) much bw* as possible if Leave solid soil pedestal - do not rdd-grown dig deeper than boll depth IDig hole 2-3 times root boll width I TREE PLANTING DETAIL (NOT TO SCALE) 20' o' 20' GRAPHIC SCALE All plantings will conform with Section 165-36B of I Z� �W �4 W �o O (J) CL i' ,`' ti a vCK QC ck� Wzt UQJ ) p . �C� ~O o�Z WW �U W 3w W F_ Qm W� U o :Z11 o� 4 the Frederick County Zoning Ordinance, Planting z Selection, Planting Procedure, and Maintenance, N Lu CL Parking Lot Landscaping Data Per Code Proposed Z ? o ? 1 Tree per 10 spaces 1.5 2 1.4 o (15 spaces) > z z z z z z Total Impervious Area 1 per 2000 sf 16 W g g 32,070 sf 16 v ,L CL a a. Percentage of Green 5% 6.3% of a a a a Area in Parking Lot 1229 sf 1,535 sf >aLLJ 24,570 sf � UJ PROPOSED PLANTINGS d' t11 O N O Ln O O N r1 N HEDGE - BOXWOOD - (13) PROPOSED FOR M HEADLIGHT SCREENING - 3 GALLON SIZE DATE: DEC. 6, 2004 TREE - PIN OAK&,IOR RED MAPLE - 18 PROPOSED SCALE: 1" = 20' OTHER DECIDUOUS SPECIES MAY BE SUBSTTIUTED WITHAPPROVAL OFFRED, CO. DEPT OFPLANNING FILE NO. 0130 TREES MUST BEA MINIMUM OF2" CALIPER SHEET 3 OF 3 I:141 . T Ik Iy Ikilo fa"Wo 7T IIIIVal 11 I7r, -ZV V1.1 10 IIlk ;M4 L 1,141 , IIIjf 5, F'S I %9 PC I- C1 10 II- T1. WF r'7 f4 fI; 4 I40 IAt 77 ILw ,Pjj k, IIW W*rA *00 IA ktxwo till., ji I*4� .. I -al Ilk 4 Iu Ilk; J� M. toy= W v 7- lkq WT Ij j i AV J,Tj ILk IT L-Fr - j 1,�� . . . . . . . . . . I..... ..... T4 , L�j II Tr=,j� II7i: T IT tLIT, 9� = I II. j Iri r jo C.1. iIiT. . . . . . . . . . III%9� IL7' Ij IIL 07' k " I 171-' L-,T LjjK ... Fi� t14 I LEGEND FCSA CONSTRUCTION NOTES VDOT GENERAL NOTES VICINITY EXISTING FEATURES 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com C 1Z LC N o 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval, V1. All work on this project shall conform to the current editions and latest revisions to the Virginia Department of �_, N EX EP Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control boa EXISTING EDGE OF PAVEMENT -� _ _ _-__ 3. Water and sewer /Ines are to be constructed /n accordance with these plans and shall meet all Authority requirements. Regulations, and any other applicable state, federal, or local regulations applicable. In case of a discrepancy or Mia�'� 624� Gam., �'� ® N EX EG 4• The contractor shall coordinate with and arrange for Inspection by the Authority conflict between the Standards or Specifications and Regulations the most stringent shall govern. �' C EXISTING EDGE OF GRAVEL -__-___ _ ____ _ _ __ __ __._,� ® 5. When an existing water main is tapped for the installation of a new line: V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety & Health ,mac a V a The Authorityshall furnish all labor and material. Administration (OSHA and Virginia Occupational Safety & Health VOSH Rules & Regulations. a ca` EXISTING CURB AND GUTTER EX CG- 6 ) )' g P y ( ) g 4o'D _ b) the developer/contractor must: V3. When working on VDOT right-of-way, al! traffic control whether permanent or temporary, shall in 1. make application and pay deposit. g P p ry, be EX. INTERMEDIATE CONTOUR �g accordance with the current edition of VOOT's Work Area Protection Manual, Furthermore, all trafRc control 2, mark the tap location. Q® °� M E flaggers must be certified in accordance with- Section 104.04(c) of the VOOT Road & Bridge Specifications. 'o O ,�� C_ ® $ EXISTING INDEX CONTOUR 50 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. `� °g c�°, , '>. M N o 7, Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector V4. The developer shall be responsible for relocating at his expense any and all utilities Including traffic signal !- J (, o EXISTING SPOT ELEVATION X 50, 0' ty P poles, junction boxes, controllers, etc., owned by VOOT or private / public utility companies. It is the sole �� �'� �� b 8. The Authority's maintenance department shall furnish and install all water meter through 2" in size. responsibility of the developer to locate and identify utility facilities or items that may be In conflict with the a~ =1 L� EXISTING TELEPHONE LINE ____ i _. __ T ! _-- Tt Is the develo is . /contractor'responsibility to have the meter box assembly Installed correctly, proposed construction activity, VDOT approval of these plans does not Indemnify the developer from this ��' � V) b Q' Before a permanent meter is installed: responsibility. Cr EXISTING SANITARY SEWER S S S - a) The meter box, with Its frame and cover, must properly aligned with the coppersetter. C M v V5 Design features relatin to field construction, regulations, and control or safe of traf39c may be subject to 1�E ti b) The frame and cover shall be set to final grade, g g g � t9' Y 1 SCALE 1 °'= 2000' 1 C 1 EXISTING ELECTRIC SERVICE -- E - - E - - -- E - - c) The distance between the top of the cover and the coppersetter shall be between 18" and 21 °'. change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall d) Aft components of the meter box assembly shall be in proper working order. be the responsibility of the developer. A, y EXISTING GAS LINE ---------- GAS -------- GAS -------- V6. Prior to Initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use ,� �"1' 1� �l 9. For water and sewer services that connect to existing lines: permits for at work or VOOT o right -of- wa EX. 1 5" RCP P Y g y EXISTING STORM SEWER wM4_-� ��------- a} The location of the service lateral is to be coordinated with the Authority's Engineering Assistant. v b) An Application for Service must be made and fees paid before work will begin. V7 If required by the local VOOT Residency Office, a pre -construction conference shall be arranged and held by Owner - Developer - General Contractor EXISTING FENCE LINE -- - A" ---- X - - --- - X --- - c) The Authority shall furnish and install % ; 3/4 ; and 1 " water services. the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies Clifton E Borden, et ux and VDOT prior to initiation of work. 4110 Valley Avenue d) For all 1 1/a'° and 2" water services, the Authority shall make the tap and bring the piping to the Winchester, VA 22602 EXISTING DITCH LINE - property line. The contractor shall furnish and install the meter vault assembly. The Authority will V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any �� undetermined Phone - (540) 869-3303 I ° Install the meter, EXISTING WATERLINE W/ TEE � -��---� e) The Authority will install all sewer laterals. length of time. VDOT requires 48 hours advance notice prior to any required or requested inspection. EXISTING FIRE HYDRANT I& EX. FP 10. Any water service line must have a backflow assembly (double check valve or RPZ, as required). The assembly V9• The contractor shall be responsible for maintaining adequate access to the project from the adjacent public EXISTING WATER VALVE W W - must meet ASSE Standard No. 1015 or 1013. roadway via a construction entrance that Is constructed and maintained In accordance with Section 3.02 of the Property Data Building Setbacks Per Code Proposed Virginia Erosion & Sediment Control Handbook. Furthermore, access to other properties affected by this project Tax Map Number 75-((3))-15 Front., 35' 36.0' 11. All fire lines shall have a fire service meter assembly and a backf/ow prevention assembly (detector double shall be maintained through construction. The Developer shall have, within the limits of the project, an employee Address Sulky Drive Left Side: 0' 69.9' EXISTING REDUCER W W check valve or a aPZ, as required). The assembly shall meet ASSE Standard No. assembly l (detector Radio read certified by the Virginia Department of Conservation and Recreation (VOCR) in Erosion and Sediment Control who Area 0.727 acres Right Side: 0' 10.1' 18 remotes are requires! shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and Zoning V�= Rear (1-81): 50' 52.3' EXISTING TREE DRIP LINE �� - - ^ - operation. Deficlencles shall be promptly rectlfled Legal References #040020687 Existing Use Vacant Parking Setbacks Per Code Proposed �� V10. Contractor shall ensure adequate drainage Is achieved and maintained on the site during and at the end of Proposed Use Parts Storage, Outdoor Front., 5' 15.8' ' PROPOSED FEATURES GENERAL NOTES construction. Display & Installation Bays Left Side: 5' 5. 0' CPL Right Side: 5' 10.01 Q V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) ZoningData °5 0` PROPOSED EDGE OF PAVEMENT- - Rear. 5 PROP EP 1. Permits must be issued from VDOT prior to any construction in a public right -of --way, inches cover and when possible shall be installed under roadway drainage facilities at conflict points. p", Open Space Minimum 15% = 9,651 sf PROPOSED EDGE OF GRAVEL PROP EG 2, The Manual on Uniform Traffic Control Devices (MUTCD) must be adhered to when working in a public right of way, V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc. encountered Open Space Proposed 24.8% = 15,952 sf duringthe course of construction shall be Immediate/ brought to the attention of the engineer and VDOT. Work F.A.R. Maximum 1.0 Y gUse For Parking Unit Tabulation 3. The contractor will remove all mud and debris from the public right of way that is left by vehicles entering shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. F.A.R. Proposed 0.24 Parts Storage 3 employees 1 per person C ` PROP. CURB &GUTTER PROP CG-6 and leaving the site. . p y Building Data Service Bays: 2 bays 3 per bay V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior ® 4 4. Any damage to neighboring properties Including county roads and sidewalks, caused by the development of to placement and fell. Where CBR testing is required, a VOOT representative shall be present to insure the Type of Construction 20 - Metal Office: 250 sf 1 per 250 sf � PROP. REVERSE CURB & GUTTER -4R= this site will be the responsibility of the developer. All damage must be repaired to original conditions. sample obtained Is representative of the location. When soil samples are submitted to private laboratories for Proposed Use Outdoor Display, Office Outdoor Display Area: 5,500 1 per 3,000 sf " testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VOOT and & Parts Installation Loading Space: 8,650 1 per 30,000 sf 4Q --� PROPOSED CONTOUR 5 p 5. A construction entrance must be installed in accordance with the Virginia Erosion and Sediment Control that testing shall be performed in accordance with all applicable VOOT standards and procedures. Proposed Area 7,500 sf Handbook" Section 3.02, The contractor must maintain this access for the duration of the project. Height Maximum 35 feet Total Yk , `4 V PROPOSED SPOT ELEVATION +50-0 6. The contractor will i be responsible for adequate and positive drainage of this site, V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) Height Proposed 28 feet Total Parking Spaces Required 12 � o. inch lifts to 95% of theoretical maximum density as determined by AASHTO T -99 Method A, within plus or minus Proposed Parking Spaces 15 a PROPOSED STORM SEWER PROP. 24 -A 7. The contractor will obtain a Land Disturbance Permit prior to any site work or construction. 2 /o of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, _ Q density tests shall be performed by a qualified independent agency in accordance with VOOT Road and Bridge V 2 8. All construction will be done following the laws and guidelines set forth b OSHA and VOSH. Specifl'cations. Certified copies of all test reports shall be submitted to VDOT dell unless s ecitled otherwise. Sign Date # of Handicap Spaces Required 1 •� PROPOSED SANITARY SEWER S S S g g Y P y' `° Proposed Handicap Spaces 1 3 Sign Area Allowed 100 sf aJ o PROPOSED TELEPHONE T T T 9. The contractor w+ll notify engineer of record of any discrepancies between the approved plans and existing site V15 VOOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by Sign Height Allowed 35 feet # of Loading Spaces Required 1 conditions. VDOT. PROPOSED ELECTRIC Pr. Loading Spaces 2 10. The developer is responsible for the relocation of any utilities required by this site plan. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT LQ PROPOSED GAS LINE minimum design standards and is the responsibility of the developer. 11. Al/ Erosion and Sediment Control devices shown on this site plan shall be Installed prior to construction. PROPOSED WATER LINE ° V17 Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed ello 12, All controlled fill must be compacted to a minimum of 95 /o density following Method A of the Standard by the developer or, at VDOT's discretion, by VOOT on an account receivable basis following the Manual On t c erg I l %� t tires PROPOSED WATER METER 1 "Wbl Proctor ASTM-0698, AASHTO-T99, or VTM-1 as applicable. Any fill placed under buildings, structures, or Uniform Traffic Control Devices, pavement must be inspected and approved by a professional soils engineer. A geotechnical report supersedes PROPOSED FIRE HYDRANT c& PROP. FH this note if provided V18. The developer must provide to the VDOT Residency Office a list of all material sources prior to the start of Design Firm: LTH OF Lo Lo 13. The contractor %s responsible for contacting MISS UTILITY prior to any site work. All utilities shown on this Jan construction, Copies of all Invoices for materials utilized within any dedicated street right -of way must be provided GreyWolfe, Inc. (540) 545-7823 MCP 1� P to the local VDOT Residency Office prior to acceptance of that work. Unit and total prices may be obscured. Zoning Enforcement: 7'QC Q are approximate locations and not all utilities may be shown. COMMON LABELS &FEATURES V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density Department of Planning (540) 665-5651 2 14. The contractor will contain all litter and debris on -site. The work must be left in an orderly manner at the end will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Site Inspections: �Y � PROPERTY LINE OF PROJECT of each workday. Department of Inspections (540) 665-5650 Ci U Specifications and VTM-10. A certified compaction technic/an shall perform these tests. Certified copies of test � 15. An approved set of site plans must be on -site during the construction process. reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a Erosion and Sediment Control: No. 5 B-B NEIGHBORING PROPERTY LINES VOOT representative shall be notified and given the opportunity to be present during the construction and testing Department of Public Works (540) 665-5643 ��.1 5 CY Z 16, The contractor will notify all utility companies prior to excavation within easements. of the density control strip. Sanitary Sewer and Water. @- °�, CX ® S EASEMENT LINE Fred. Co. Sanitation Authority (540) 869-1061 O SURNj W 17. The contractor will seed and straw, for soil stabilization, any disturbed areas that will be left for more than thirty V20. Asphalt concrete pavement shall be placed in accordance with Section 315 of the VOOT Road and Bride Telephone: Verizon PROPERTY CORNER FOUND QQ days. g (301) 954-6282 Z � � Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. Electric: Alleghany Power (800) 654-3317 (A k cr W Z A certified compaction technician shall perform these tests. Certified copies of the test reports shall be submitted Gas; Shenandoah Gas Co. 540 869-1111 °C O `� Q ►� O PARKING SPACE TOTALS 12DEPARTMENT OF INSPECTION to VOOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be MISS UTILITY; 1-800-552-7001 ( ) THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF ; ® ro U present during the construction and testing of the control strip. FREDERICK STANDARDS AND ORDINANCES, ANY DEVIATION ® �° ADA HANDICAP PARKING STALL OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE v U 1, Building(s) must comply with The Virginia Uniform Statewide Building Code and Sections 304 (Business) & 311 V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-s/x (36) inches and larger shall be ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. ®J J CeWJ SIGNS (Storage) of the International Building Code/2000. Other codes that apply are CABO A1171-98 Accessibility and explored below the bottom of the excavation to determine the type and condition of the foundation. The p��`'� the Usable Building & Facilities, contractor shall report Endings of foundation exploration to the engineer and VDOT for approval prior to placingZoningGeneralNotesw. Fes•- i SANITARY MANHOLE IDENTIFIER O 2. The requirements in IBC mandate either a fire wall (Section 707) or a fire suppression system if height and area pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or J c,a limitations are exceeded for the type of construction under Table 507 of IBC otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stablllzation Q STORM DRAIN STRUCTURE IDENTIFIER a 3. A design professional licensed of the Commonwealth of Virginia shall seal the structural plans submitted for shall be determined by the engineer and approved by VDOT. Maximum 1. Exterior lighting will be provided by wall -pack Environmental Existing Disturbance Proposed lights attached to the building building permits. Plans must show all ingress/egress locations to the exterior per CABO 117.1-92 and meet V22. Approval of this plan shall expire three 3 9 P g g & I%ghtpo/es. ,,t,, requirements of Chapter 17 of IBC. P P ()years from the date of the approval letter Features Acreage Allowed Disturbance 2. All lights will be shielded or directed to prevent ^+ LIGHT POLES rX' V23. VDOT Standard CG 12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. P properties. O o glare on neighboring . Maximum slope across handicap parking stalls shall not exceed 2%. Food lain 0 acres 0% 0 %p � 5 A greas%il seperator shall be Installed If a floor drainage system Is Installed within the Installation area. Lakes &Ponds 0 acres 0% 0% 3. Outdoor trash receptacles will be in an enclosed LOCATION OF TEST PITS 6• The 2000 International Building Code shall be utilized for building design and this building will be subject to V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with six (6) foot fence. 2 � v special Inspections according to chapter 17 of the IBC, (soils, concrete, etc.) VDOT's installation criteria. Final approval of guardrail layout to be given by VDOT after grading is mostly complete. Wetlands >1AC 0 acres 0% 0% 4, This project will not disturb any environmental Sinkholes 0 acres 0% 0% features as defined by the Frederick County Natural S. w 0 acres 10% 0% Zoning Ordinance. Z FIRE MARSHALL GENERAL NOTES TRIP GENERATION DATA Retention Areas 5. The owner w11/ be responsible for obtaining or 0 EROSION & SEDIMENT CONTROL FEATURES Steep Slopes >50% 0 acres 25% 0°/® granting easements shown on this plan, i LU z 1. An inspection by the Fire Marshall's office will determine where curbing must be painted yellow. DA 6. Easements will be recorded and copies sent to the a w a TA TA KEN FR OM THE I° T. E. MA NUAL 7th EDITIONWoodlands 0 acres 25% 0% cn 2-1 V) INLET PROTECTION 0 /P 2. "No Parking - Fire Lane" signs will be placed on the site by the Fire Marshall's direction, g parties Involved. Z M Z t/SI PARK (C S 77) 12° 7 P If ® Sf 7® 5 sf ® 6 VP S 7 All utilities that will service this site must be p o � o � 3. The contractor must align the fire hydrants to the direction as determined by the Fire Marshall. placed underground. ti p 0 Q OUTLET PROTECTION 0otOp 4. Burning brush piles of natural vegetation requires a permit. Burning construction debris is prohibited, � > Z Z Z 5. Emergency vehicle access must be provided at all times. Fire hydrants will be always be left unobstructed. #72-04 a N zg zz zz CHECKDAM Cp u a a a RESPONSIBLE LAND DISTURBER This site Is served by an approved and Installed regional storm water w w w w DIVERSION DIKE 00pp management pond located at the southern end of the park n. n, a n. SILT FENCE W1 WIRE SUPPORT A 1W LANDSCAPING NOTESFrederick County Zoning Administrator Date !V o 0 0 0 SILT FENCE W/O WIRE SUPPORT sF CERTIFICATION N ^ #a ® rN N M 1, Miss Utility must be contacted prior to planting. Advise engineer of record of any conflicts in planting locations 1. Site Plan approval from VDOT will expire three (3) years from the date of the approval letter. ► and utility markings. Landscaper must stake and guy all trees. Stake locations must avoid utilities. 2. Frederick County Zoning Administrator approval expires at five (5) years from the date of site plan approval. SEDIMENT TRAP ST EXP. A �E 2. Trees and shrubs shall be healthy and free of Insect eggs, larvae, and disease. The plants shall have ample roots 3. The Frederick County Sanitation Authority approval is valid for two years from date of approval, if construction is DATE: DEC. 6, 2004 1. The Responsible Land Disturber Is that party responsible for carrying out the land disturbing activity as set Borth In and be well branched The planter shall guarantee all plants for one year. not /n progress at the end of this period, Authority approval shall be void. the plans. 4. The Frederick County Department of Public Works approval is not enough to begin site development. The SCALE: N/A 2. Note: An on -site pre -construction meeting is required with the Owner, Site Contractor, Public Works, & Designer 3. Landscaper shall use shredded mulch in all planting beds and around trees. Tags from each plant will be provided owner/contractor must obtain a Land Disturbance Permit and agree to periodic inspections. shall be void. CONSTRUCTION ENTRANCE CE prior to commencing any site work, to the owner. 5 The Frederick County Department of Inspections approval does not constitute a building permit Building plans FILE NO. 0130 =0 must be submitted and approved prior to constructing any structure. Furthermore, the site must meet all ADA 3. The contractor will possess a Land Distyrbance Permit prior to any site work or construction. 4. Plant substitutions will be allowed with the approval of the owner and the Frederick County Planning Department. requirements and be approved by Inspections. SHEET 1 OF 3 �i •° e ``ice/ /�-�- _ ,��Ii�1t+tt concrete FiRE HYDRANT ASSEMBLY Figure 8 SDR 35 spigot SDR 35 spigot by by 98sk eted ///--SDR 21 gasketed bell 45° bend ) bell adapter (see note) / I DETAIL x 6• deep locator marker METER BOX and COVER METER SIZE METER BOX METER BOX COVER 5/8x3/4' or?/4" 181n. Dia. Non -Traffic M32C-PW Traffic A32HH 1" 241n. Ols. Non-TrafficMC-30 (Frame) WITH RML-1-T (fop Lid) Traffic MC-30 (Frame) WITH RML-12-T (Top Ltd) Opposite Side 18"-21 3'stone_ surrounding box liflrf•L�-�ISUlliif ���� i 1 COPPERS ER meter ate Opposits Side Same Side 5/85r3/4• VI3HC72.18WD4444-B4 V8HC82-10WD44-44B4 3i4" VBHC72-18WD-4444134 VBHC82.18WD-44-44-B4 1" V151-IC7415WD-444484 - N/A - INSTALLATION NOTES: chanfcel )olnt 1. Exact location of meter box assembly to be approved prior to installation. vel tee with 2. Water service crossing street: >ranch a) Encase in 3" diameter SCH40 PVC or SDR21 pipe. The piping shall run from one foot beyond sidewalk across the street, to one toot beyond sidewalk f{ b) Install 12 gauge Insulated copper wire (for line tracing) from Corp. stop to Into the meter box (wrapwire around oorp. stop; wireto be taped to top of PET at 10 foot Intervals; come up into meter box and terminate level with angle bell valve]. 8/8'x3/4", 314' & 1• METER INSTALLATION (4 FOOT COVER) i Figure 5 2' 5 1 3' minimum 1 i cast Iron Beano! cap with brass / plug moat be 8' from the top of the SDR 21 gasketed f/ screw type adjustable box SDR 35 n4" pipe and fininga finished grada gasketed bell wye SCH 40 solvent (see note) weld cap_square concrete skid pad 20x 20x 6' deep Property ( cast iron cleanout cap with brass line �QG VALCO, Inc Fig. No. 71BOB plug having A countersunk square head Panella Model PA4SV-CSK (41 18" I with lid marked "SEWEr C�O� SDR 21 - dearlout pipe I bottom section s cl box location marker 36' min. brick base •: cover �;•!.,•. SOR 35 aplgd by SOR21 gasketed stone .•:�:•;;••e s;:••;. SDRll gasketed bell wye *.'�< adapter . •t• f e•o••... •ge• e••e�e a ee•e�eves�e�ee•e•e••• jejs•ee •e sennitary 4at,••' (see note) •. ti; ..SDR gasketed e•:^s^eeri a°�ae•e �� • e .. .. • f sewer main «'�`"� SDR 21, bell 45° bend 5' treated 2x 4'vnth . top 6" painted green 4" pipe at 200% minimum grade Note: if top of main Is greater than 15 ft deep use heavy wall SDR 35 concrete cradled top o1 main Is greater than t 5' deep GRAVITY SEWER SERVICE LATERAL Figure 14 R7-8 HANDICAP PARKING Sl (12" X 18 RESERVED PARKING INTERNATIONAL SYMBOL OF ACCESSIBILITY-- . __E IF REQUIRED VAN ACCESSIBLE MAY BE PLACED ON ONE BLANK. ADJUS77NG THE REQUIRED HEIGHT TO ACCOMMODATE THE ADDITIONAL LINES j 4 REQUIRED PENALTY a100-500 EFFECTIVE DULY 1, 1998 5 TOW -AWAY ZONE tl• PARKING SURFACE CONCRETE WHEEL STOP (IF REQUIRED) HANDICAP PARKING SIGN DETAIL (NOT TO SCALE) 10.8' ' 12" OF 21- 12.0' 2'-7"(CG-6) TA PER PROFILE ti- 6"stone bedding NOTE: If top of sewer main Is greater than 15' deep, then wye and bend to be heavy wall SDR35. SEWER CLEANOUT Figure 16 NOTES• " 1. H/C SPACES MAY NOT EXCEED A 27 SLOPE. 2. RAMP BUILT TO VDOT CG-12 STANDARDS. J. WHITE STRIPING SHOULD BE 3" WIDE. 4. H/C SIGNS TO BE SET 3' BEHIND SIDEWALK OR MOUNTED TO BUILDING IF POSSIBLE. (� O 0 N r� V Z� �N Q O v0 W� in W co 1 0. CJ rr;.._.. 30.0' 35.0' ® 27. ENTRANCE PROFILE TREAT WOODEN PANELS WITH WATER SEALANT. TYPICAL 6' TALL BY 8' WiDE DOG-EARED FENCE PANEL. INSTALL ON 4'X4'X8' TREATED POSTS SET 3' DEEP. DUMPSTER & SCREENING FENCE DETAIL N T,S JC 0 1 >; 4" 0" MODIFIED ES-6PC POUR IN PLACE Seeding Schedule (per section 3.32 of VESH 1.) Topsoll will be spread at a minimum depth of 4': 2.) Pulverized agricultural limestone will be incorporated into the soil at a rate of 92 lbs per 1000 square feet (2 tons per acne). 3.) Fertilize with 10-10-10 at a rate of 23 lbs per 1000 square feet (1000 lbs per acre). 4.) Seed mix will consist of 75% Kentucky 31 Tall Fescue, 10% Annual Rye, 10% Foxtall Millet, and 5% Red Clover at 200 lbs per acre. 5.) Straw mulch will be applied to all seeded areas at the rate of 3500 lbs per acre and anchored with cutback, or emulsified asphalt applied at a rate of 200 gallons per acre. ,{ s HF1 PARTNERSHIP \ g, } I 20' 0 20 9600020211 BONED: B-2 ! 0 } VACANT i \ , j I GRAPHIC SCALE N 54?2'17' W 21778' C/o t I c `1 TAP B SA �(1 Ii - - - - - ---L- _ 10 ' c o I ' { f t S-- S- S-- 5---.5 S- S S- S- S- 5 S S= s i r -- - J ` to[EX. 2" Gas Service Unle 23, I ! ) 1 I I G4s cas cts. _ GaS 32 /40,00' ! i ! i 60100' 50.00' { 36' AiT 00sf2,500 sf TRUCK INSTALLATION i 1 INVENTORY & PART5 STORAGE I 9 I 1K I 1 1, 750 sf f I i FF=L7.30.50' i f I( I t I i I pI Q 3 7 BATHROOM y FF=730.50 J $ --zt I I! 0 c„ f llW0 (2) INSTALLATION SAYS J 1 I �. & PARTS ROOM 1 , co 1 ! ct I 7 FF-730l50' I / TYPE 2� CONSTRUCTION ) I I l t I j I v / �� 1 a � o � i � I 3 J 11 ! I 1 V I' IAJ ( i ) J m I It I OFIFIC 25lD 85 i 1 ;� �Cw., c x �- x l 1 - • • N I Ot Cn I 24 , I JJ / �� �¢ / J i cn� �$ • 5'R iE j x m. 25 , t II 75-((3))-12 + �► / $ a 16'1 4 I ro �� K & J INVESTMENTS i0 SOi l t � �u a / 4.5 R/ DB 790, PG 180 4�1It P VED 1DOOR DIS lAY AkEA /` ^ 29' i t1t N N �I *„ I { I 1 ) III ZONED: B-2 i i I ( USE: BUSINESS ! II 1 Il! { ! ! y ! 9, 4.5'R 2 1 / �e I op j l 41 Q ! I /''/ I: 2 I a p I 9XI II FA 2eJ 2e+ J 26� + t R IQ t� N 54*40'11' W 246.'7 `. SR a ;'..: 1 ADD 1 TO WV \\. EACH C LVERT�- 1---,-------- --'---.-_fir _ ( SIN 00 ! t P 10'R I� SF IN RE 1 i t d ! I t �� N. A� 7A0 to Rt l f -+-- 1 PROPOSED 45�X 150 S ENTRANCE EASEMENT I �, MARATHON DRIVE ROM 091 V . w z �.... _ _._ _ - - - _ 19 LW o {{ �� sk UN SPEED UNIT } t �' , " o -� \ 111�8 �, 1 SSM� \ R.O.W. j a RIM , 2 .78 - '` { { IvrilRr iw �g9 I lN� IN= 18.1 ' �� INV OUT=718.0' 5 .R ! 9 • J ,� 291 -'S'R 27 � � � cis s -.-._ - .G-_ - As rr45 - cas - ij?5'R c c5 GAJ - c.AS e AS - Gas cns -- N> 1 I ( FuTu J P .RKING ! (� l t ( a �l { j { J { ! f J f � � I j 1 t }1 { � l _ � 1 1 t tl I cs-n Y ..stJ>ELr mP4nx,,� sAME K A-•, sm;wEw^ AS "MrT [NAINU9 i0 pS I�� 1 ROAZ4AY Si"16t; CN K.AlSI I w C i 0,4743 TC Mit A3 3T'D LC�,: -..,` \ + AR�rX•Y�L04arW 4 / rj_. 1 -r 0!<•,3 �'.-� .ITT �, $-----� ;" ',ly •'ti-,I 4'sTOEViLx 1 t ' " y�y. CLtSS A) '/. . G.-t>- _: �.•: b.: ]., b t ._ $"I I K� OFr gI1N. , Q^ Crxx RETK- ,�. ExPAtJsoN Jaxrr A► I "`� EItNAY3ltXa ,Jp•r/r iv*e-WOTH'm 21-0" OP • As w uxre Rr Fo sauAr 5�Ci sOM1) G C SPAWN C44 TYPICAL SECr n N, PLAN VIEW 10 COwSTRUCI JNJAVE CNAvOEy k1Th A PARAs0.l"_ IVRVE. {a{��len TFyL epp11ry '�tl �MrrEE,lrr 1111111 x.�;puu© 1A1' w'PMr80LIC CJEYC TT7CKL lftAFFIRC� C•£�0,;7 FSit 9 A'm k tIRD /- RA'/DS IQ ITNN THE LIIl:i!: OT T1G. Rf,Dtl 5,0D10 li CamOFT1 A FLOOd n}R CYi J �,D iL 111 - D NO2:.ffi£U fD 71. CPTI Or FiON L:AE. /- eK,^.. LkrJfuE' r..,,.-_ - WeE:N VI ICINWJ N VO F ENFCTSr Es Drrlr R: OCILq;N:TION V:ItN vpOT PROJECTS, P.F0.5F e x aAz _ p wrE ,uF rarLOArNc: SYDPC �,Il.,l� _ $•MTy t0'utI. FCR STRCET ~~~`-�--..._ (} Vlir�^�e2 PhV[W_t7i 5MILL eF. CD^JSTRUc R11 TC iJ,E R/W LM:C CCYL EPT qtY ruaeRADC _ 'nEsana�E rnR xuYsaa STAB r' gATION PEQUPEC FOR uAiNL'N: ENT: JiJCE PAYFL, RT W! tFl Cho DC OMttEO fl ih! E!JTP.V46-1 ;ECTON A A � RhA Mil OR CAIWWON CL:RU At-0 OUITER Sh4L NOT BE CONSTRMLO GUCELI`�ES FOIE OR ME CHr1NGF O a Yoa TNr P/R I.3tJ FrLEPr caP `5q oil N LSD er cmumctnn mTH =T,vtar M E1 NAv2 vttwe 0t5namE uverrar W-3 an cc-7. TJ E coke rALE 014 Ir,s STAMA!0 E a TO HE rwuSTED Tn Mi TIC Fil.•F, LYO?,: TMAx GCO MAD) 01 3 S M(:UYTr2NQM UO CL WATnW -f I I=i -�"'f !hDU1J t5D0 "eU0 YPDI 13 x $ Jf SEE 31[4^0em CS-12 FOP CURS. RAW Dis" To 87 VSM xne nos T.w.va. y LOW ,LESS TN4.N Sn YP01 S a x a R ;y Pi:LZ PA11r,0 �Ir0?UOICArWRFE.aRRfoTF. WNEu LOttSTauRw OF oRiLJU.^�GEyOs � SCE iI NF FORTIOA. r1. GuIlE uA! RiG1iLU tluA ON OG' a PUirrok a cur1EP ro PaECLUOE YO!A71N0 cc kATLR 5oECEICAi ra ntrrT4FNCE� ,/ETHOD OF i REATI4iENT- - -- CONNECTION FOR STREET INTERSECTbJNS 502 I AND 'C)M-Mr_RCIAL ENTRANCES I •/H6N:.'✓ 0gAfQ71r=M OF iRG1iSPOH1hi1R•I 203.64 29 _ _ _ - - -- I � Z9a r rn -Do,vn S,/W �25 a t 28, w 50 30.9 3o rr ,I I 75-((3))-14 t " RALPH S. GREGORY 8,250 sf `, DB 913, PG 1429 _ I 1 ZONED: B-2 w+ ``� i FUTURE �EHICLE PARTS, & S.�LES ` ~ -- l { I I I FF-730.50' USE: VACANT . - --• -' � THIS LOP WILL REQUIf El A SITE PLAN PRIOR TO DEVELOPMENT = - ' _ J~ I I' ?A i r I 7 4 \ I Remove debris & t6h I } 1 I c/o s FCSA I -- I � t� 4sUT � � } coo - WIN C/o - - - - J I N- 40'1 W 255:64' 7A-((3))-17 1 Ji 11 4 RAL4 S. GREGORY D ZZONED., 29 B- 2 i1 r 1 USE.' VACANT I J I 1 I} I t 400 WATT LIGHT 20' POLE MINIMUM SPACING 3r-0" PAVEMENT TYPICAL INSTALLATION OF LIGHTPOLES BEHIND CURB & GUTTER Lighting General Notes: 1. Proposed Lights for this project are Hubbell RCSA-400ST (400 Watt) Lights or equivalent 2. Lighting must be installed so as not to produce glare onto neighbors and roadway. 2" OF SM-2A 6" OF 21-B COMPACTED TO 957 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 957 DENSITY TYPICAL PAVEMENT SECTION DIRECTLY UNDER THE PARKING SPACES 1.5" OF SM-2A 3" OF BM-2 8" OF 21-B COMPACTED TO 957 DENSITY SUBGRADE FREE OF ORGANICS & COMPACTED TO 955o DENSITY TYPICAL PAVEMENT SECTION UNDER ENTRANCE, DRIVE AISLES, AND LOADING AREAS lue 4 C N o R C O V o 0 C .>1 N N V o CD o C Ck M �, chi s y, c z oz Z IiiINIZ w Qs ~ �o Z P) q" OC Z t7 Q a Zi WCk� Wz �� Q� ti0 WW �v w w O� Zp R - Qm - Q) 14 QO 4 OF 3000 PSI CONCRETE W/ °' z • ' ° ` FIBER to 2: (n 4" OF 21-B COMPACTED TO Z ~~-1 z_ 2: U z_ 957 DENSITY � � \ / SUBGRADE FREE OF ORGANICS 11'4 � lz Z �, Z Z & COMPACTED TO 95DENSITY 7 W ¢ z z z TYPICAL SIDEWALK SECTION CL a a CL fY i `. 8" OF 3000 PSI CONCRETE W/ WOVEN . WIRE REINFORCEMENT 0 0 0 0 8" OF 21-8 COMPACTED TO 957 DENSITY / SUBGRADE FREE OF ORGANICS & COMPACTED TO 95% DENSITY DATE: DEC. 6, 2004 TYPICAL DUMPSTER SECTION SCALE: 1" = 20' FILE NO. 0130 SHEET 2 OF 3 ,;��`, ; 2 a; �, ``� ,r �:` �. `; .i'" %�t ,,� ,, � �, �� \.. i �'� '�� `._. EROSION & SEDIMENT CONTROL STANDARDS 1. Permanent or temporary soil stab/llzation shall be applied to denuded areas within seven days afer final grade is reached on any portion of the site. Temporary sail 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 project, 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 shag 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. II,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. 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. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures /f armored by nonerodib/e 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 noner'od/b/e 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 work 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. Material used for backfrlling 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 compiled 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 is transported onto a paved 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.Ag 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 permanently 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 of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: STONE CONSTRUCTION ENTRANCE MI. a 1=11=11-II-11-If-1J.� �r.�r�r�r�r�e�r:�•......ear.�r�r�t�r�r:�•�rti:�.:�r.�r.ir:� ' .a• .;,�f�y „ r�f•�f•�(.• a •.i �G-i �. �-�t•�t�Y�f•!!.. •i K� R£Lr u...cu �,•..a.��� ,aow• arniz SECTION B-B PIPE OUTLET CONDITIONS 3do (VIN.) PIPE ourLBT TO i BLL 1" DEFINED CHANNEL PLAN vts>� 1 La 0 1I --+ d SECTION A -A FUM CLOTS TTr nv 8'-$'; Me0J tTNM MR RNME PMACM NOTES! i, APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GARTON BASA", OR CONCRTTT. 2. La IS THE LENGTH OF THE R04W APRON AS CALCULATED usrNC PLAITS &18-8 AND 3.18-4. 3. d - L5 TIMES THE MAXD4M STONE DIAMETER, BUT NOT LTSs THAN 6 INCHES. Source: Val. DSWC Plate 3,18-1 INLET PROTECTION NOTE: SILT FENCE USED AS INLET PROTECTION IS NOT ALLOWED IN FREDERICK COUNTYl, CONTRACTOR MUST INSTALL THE OPTIONAL STONE ARC AS SHOWN. E & S CONTROL NARRATIVE Project Description This site Is located In the Battlefield Business Park on the east side of Sulky Drive. The purpose of this development for the construction of 15,750 sq. f: of buildings to be used for automotive sales and part installations. This development also has parking and drive aisles for access. Existing Site Conditions The lot is a vacant field. The ground cover is grass with some brush along the eastern side. Adjacent Parcels The adjacent parcels are a vacant lot like this one. Soils The soils types determined from the USDA Is "Soils Survey of Frederick County, VA" shows Carbo-Oaklet rocky silt loams classified as #6C. This soil is predominately yellowish brown silt loams over bedrock and offers 'severe' erosion hazards. Topsoil on this site appears to be 9" thick with rock outcroppings. Erosion Control Program • Install construction entrance with wash rack • Install wire supported silt fence • Install culverts outlet protection • Grade site and seed all exposed surfaces immediately upon reaching final grade General Erosion and Sediment Control Notes (VESH Table 6-1) ES-1. Unless otherwise Indicated, all vegetative and structural erosion and sediment control practices will be constructed and maintained according to minimum standards and specifications of the _Virginia Erosion and Sediment Control Handbook and Virginia Regulations 4VAC50-30 Erosion and Sediment Control Regulations. ES-2. The plan approving authority must be notified one week prior to the pre -construction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. ES-3. All erosion and sediment control measures are to be placed prior to or as the first step in clearing. ES-4. A copy of the approved erosion and sediment control plan shall be maintained on the site at all times. ES-5. Prior to commencing land disturbing activities In areas other than indicated on these plans (including, but limited to, off -site borrow or waste areas), the contractor shall submit a supplementary erosion control plan to the owner for review and approval by the plan approving authority. ES-6. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the plan approving authority, ES-7. All disturbed areas are to drained to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. ES-8. During dewatering operations, water will be pumped into an approved filtering device. ES-9. The contractor shall inspect all erosion control measures periodically and alter each runoff -producing rainfall event Any necessary repairs or cleanup to maintain the effectiveness of the erosion control devices shall be made immediately, Frederick County Note: The Public Works and Engineering Department will retain the right to add to or modify these erosion and sediment control measures during the construction process, within reason, to ensure adequate protection to the public and environment. (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. FLOW Iil 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 0.1 FLO r 4. BACKFiLL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC qII WIRE i SOURCE Adapted from Instalation of Straw and Fabric Ffter Barriers for Sediment Control• :1,1 "' , I 1 Q LC I SF SILT FENCE WITH WIRE SUPPORT C 'I o X- ----�F s=s)s_-=� s-s s-s�-s-sX-s --- s-s-�-�--s-sX---s . _ • GaS ---^ CwU -- 'AS - -_. ` - _._ Ga �-- G45 - 40.00' i 1 60.00' 1 i 50.00' { C 3,000 sf t , 2,500 sf { ■�� ILA LI 1,750 sf i TRUCK PART INSTALLATION ; INVENTORY & PARTS STORAGE o BATHROOMI I FF=730.50 I FF--730.50' l i M o c, , °C o a &PARTS ROOM i IWO (2) INSTALLATION BAYS ! '� N 4i 2 TYPE 2C CONSTRUCTION I i z o FF=730.50 W �J i i I t I I I U)FA v� 4��c. sC)'toi 250 f ------ •"--------- PAVED OUTDOOR DISPLAY AREA � a'jil kL o N C\_1 C o g h ,l k i Jrk n too ► ; 0 �Qozwo WUQ�Wr4 atZOpcnCl n,ZaCUj piUJUJ IZ cwn��zzr IOW�U-�•�O~ 04'�aZ� C)LL(3Q� 11)N cos cis cis s . ._ yns - GAS cuss ,._ ins - _ Q 0'�0 On z a ' v v - $ Q a' v v 'oq . A a �` r ...,.; v ,o � v v ,q-^-•� '_^_'_" '"@:'"'"""'; "'.'-.^_.^'�J'_. __.-.__._._.-. « I i it /P i .,1 �' j -1- i o ! 1 ? 8,250 sf FUTURE VEHICLE, PART S, & SALES FF == f3C. 50l ' $ > THIS LOT WILL REQUIRE A SITE PLAN PRIOR TO DEVELOPMENT >c' 1 4i 1 Remove debris & trash s I { I X CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 8' MINIMUM IF FLOW IS TOWARD EMEIANKMENT FLOW OPTIONAL STONE COMBINATION 1.a• Ls' o y FLOW' 'VDDT j3, #M7, J5. #56 OR #57 COARSE AGGREGATE CLASS 1 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WMEN HIGH VELOCITY OF FLOW IS EXPECTED PLATE 3Q5-1 I SOURCE: ADAPTED from VDOT Standard Sheets and Va. DS W�ATE. 3.08-1 _ t CS C0' _ -___ _� _.__ - �..._____.�. ___.__.I s Ln s �.--s-s-s-s-i-s----s-s-s--✓ ---�-- X X Xr �- X X i i y Prune out any dead or broken branches remove all togs, labels, strings, wires, etc. from plan. F" mulch Set top of root ban equal to or 1-2' above grade. Pmove container, use orp blade to make ur 1/4 "-1 " cuts the a th of ball and cut a " X on bottom of 11. loosen compacted ots, CONTAINER GROWN SHRUB Prune out any dead "` +u h-',-n branches. all togs, labels, wires, etc. from I'" mulch Set top of root ball equal to or 1-2" above grade. 4 rope & burlap oot ball. 1 Dig hole 2-3 times IL_ width of root ball. BALL & BURLAP SHRUB SHRUB PLANTING DETAIL (NOT TO SCALE) Prune codominant Prune rubbing or cross branches Remove togs and labels Cut away all balling ropes Remove top of wire basket\ -- DO NOT prune terminal leader or branch tips Prune narrow crotch angles & water spouts Prune broken branches Prune suckers 2 =3" mulch kept Saway from trunk Soil well to r contain water I ` Backfill soil • Partiolly backfill, Widen and sr cwater to settle soil, finish holes in wall backfilling Area for water Remove container and cut drainage (Plpe circkhg roots if or tile could cmtdiner-grown, or 09 be installed) much burkip os possNe if Leave solid son pedestal - do not field -grown dig deeper than boll depth 1 "I hole 2-3 times root boll width i TREE PLANTING DETAIL (NOT TO SCALE) � � I I 20' 0' 20' GRAPHIC SCALE All plantings will conform with Section 165-36B of the Frederick County Zoning Ordinance, Planting o Selection, Planting Procedure, and Maintenance. CL ♦- w a Parking Lot Landscaping Data Per Code Proposed Z ? 0 Q z 1 Tree per 10 spaces 1,5 2 1-1 t... °� 06 (15 spaces) o z Z z a6 z z z Total Impervious Area 1 per 2000 sf 16 W u CL Q_ a- 32,070 sf 16 � a a a Percentage of Green 5% 6.3% a a a a Area in Parking Lot 1229 sf 1,535 sf 24,570 sf W o 0 0 0 PROPOSED PLANTINGS OO N III HEDGE - BOXWOOD - (13) PROPOSED FOR Q N N V-1 1-4 N N HEADLIGHT SCREENING - 3 GALLON SIZE DATE: DEC. 6, 2004 TREE - PIN OAKB/OR RED MAPLE -18 PROPOSED SCALE: 1" = 20' OTHER DECIDUOUS SPECIES MAY BE SUBSTITUTED WITHAPPROVAL OFFRED, CO. DEPT, OFPLANNING FILE NO. 0130 TREES MUST BE MINIMUM OF2" CALIPER SHEET 3 OF 3