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HomeMy WebLinkAbout45-01 Timothy W. Johnson (Auto Repair Shop) - Stonewall - Backfile (2)J 0 3 c� cv LO N / w Ln z a J d CD z h-1 w w z H C7 z w / v� C �c 0 N N Cr 0 C 0 E F- v (U LO ry / W W L a 0 / ._ CENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP C3 Vi. All work on this project shall conform to the latest editions of the Virginia Department of 1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and EXISTING INTERMEDIATE CONTOUR rvALE 1 "= 2000' County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and any other state, federal or local regulations applicable. In the �j , a. �r event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330 �, - t , . W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, g overn. 40rj� r �r } �. '+ W must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment P g V2. All construction shall comply with the latest U.S. Department of Labor Occupational Safety PROPOSED CONTOUR j �. P g Control Handbook. Py P P Y and Health Administration and VOSH Rules and Regulations. EXISTING EDGE OF PAVEMENT t ; r r ;. e r� .� ° :.,. , . �.�?• Cp PROPOSED EDGE OF PAVEMENT PROP g J 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation P g g P P V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall EX G46 (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTER - - t ;'^ ✓ fit. _ r i" r'�r �` {j k Z 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. PROP C&G PROPOSED CURB AND GUTTER I s ~' / '" '� ��-.. 9L� / . �, W tv required under State law. GG-h D GCSI i „� ,, �} ,. � f --: 'Lo C 5. The exact location of all guard rails will be determined b VDOT personnel. "A joint inspection will be held g Y P J P V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R l >'71N OD ' Virginia Department of Transportation with the Developer, County Representatives, and Representatives of the irgin a p p traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE e Y '. ;: tk j d I o, "�_ N (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in the VDOT r,r ,a .j� l ' ° /. / responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P Y ] P conflict with proposed construction activity. approval of these plans does not relieve the developer of this responsibility. PROPOSED TELEPHONE LINE T T : , }' ^ { a '. fi _ :� � rn N J L Iin O� Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Design features to field r �� � EXiSTING STORM SEWER EX. 15 RrP - - is �, a�� O Z 6. Ana roved set of Tans and all applicable permits must be available at the construction site. Also, a PP P pp P relating construction, regulations, and control or safety of traffic may �� PROP.15 RGP .: J'• ;�, ("• ^y �` ,i�0 _ N be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of to W representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER o 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER 0 3 u a Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION , , in 3 ,� 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE P embankment. and held by the engineer and/or developer with the attendance of the contractor, various County PARCEL IDENTIFICATION NO. 33-(lA))-92,93 0, 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE '' STREET ADDRESS: 4489 MARTIN65URG PIKE In L i Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE TOTAL AREA: 52,328.4 SF.AN 0 v for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PROJECT AREA: 43,598 SF. L course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE DISTURBED AREA: 43,598 SF. w L Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the CURRENT ZONING: B3 rs, N support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE CURRENT USE: CHURCH / VACANT accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE PROPOSED USE: CHURCH / AUTO REPAIR SHOP 10. All roadside ditches at grades of more than 57� shall be paved with cement concrete to the limits indicated Developer shall have, Department of the De an employee certified b within the limits of the project, y p Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCEI.INE - SETBACKS REQUIRED on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE { j FRONT 50, 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. REAR 15' be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE SIDE 15, 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W/ TEE -+�r _i Ti SIGNS: ALL SIGNAGE, BLDG. MOUNTED t FREESTANDING, SHALL REQUIRE A PERMIT 4 COMPLY W/ ZONING one litter receptacle shall be provided at the construction site. Vil. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE V $TT%F- OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. ON ADJOINERS AND RIGHT-OF-WAYS entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take EXISTING FIRE HYDRANT (NO SIGHT LIGHTING PROPOSED AT THIS TIME whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be NO OUTDOOR STORAGE PROPOSED AT THIS TIME condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE ALL FUTURE UTILITIES SHALL BE PLACED UNDERGROUND. until an adequate design can be determined by the engineer and approved by VDOT. 14. ' Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT PROPOSED WATER METER ® OPEN SPACE CALCULATIONS sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER SITE AREA= 1.89 AC (82,328.4 SF.) sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER IMPREVIOUS AREA= 58,951BB SF. H 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled - PERVIOUS AREA■ 23,3fo8.9 S.F. O standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN 15% OPEN SPACE REQUIRED 12,34926 5F. ��'' according to all applicable VDOT standards. HANDICAP RAMP (CG-12) �� -i f 23,386.9 / 82,242A ■ 28% OPEN SPACE PROVIDED Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT PARKING CALCULATIONS U ~ 0 contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be C� ,•1� p d$D PARKING REQUIRED: 1 PER 250 S.F. OFFICE F-+ Q � prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method STANDA� Vas PARKING REQUIRED: 3 PER SERVICE BAY ® �-+ utility verification and the proposed construction. A, within plus or minus 29� of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a PARKING INDICATOR 12 HG PARKING REQUIRED: I SPACE E-+ ♦/� 4 > 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT to final VDOT approval. INDICATES THE NUMBER OF TYPICAL PARTING SPACES 300 S.F. OFFICE / 250 SF. = 2 SPACES I SERVIVE BAY - 3 SPACES W V♦ W Z ;N result of his construction project within or contiguous to the existing right-of-way. prior TEST PIT LOCATION TOTAL PARKING REQUIRED= 5 SPACES x W E'' 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further TOTAL PARKING PROVIDED- 5 SPACES (INCLUDING i WC) i/� = C + Z U) � must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site where determined necessary by VDOT Inspector. HANDICAP PARTING � LOADING SPACE CALCULATIONS ►-..� (Y O � O development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall INDUSTRIAL USES 1 PER 40,000 S.F. w 0 U 19. The developer will be responsible for the relocation of an utilities which is required as a res zit of his P P Y q meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 PROPOSED BLDG. = 4000 SF. > 73 x project. The relocation should be done prior to construction. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P Y Y Y q g g � P PROPOSED BUILDING ENTRANCE REQUIRED 1 SPACE O U � J 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account PROFFERS: in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The W engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed -{� EXISTING STREET LIGHT �,- 1. $500.00 WILL BE PAID TO THE FREDERICK COUNTY TREASURER PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT. � Q a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's list. A this list be from the District Material 2. FREDERICK COUNTY RECYCLING COORDINATOR SHALL REVIEW AND APPROVE THE SUBJECTS BUSINNESS S RECYCLING W W Z 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering approved copy of may obtained Section. PROPOSED STREET NAME SIGN PROGRAM PRIOR TO THE ISSUANCE OF A FINAL OCCUPANCY PERMIT. at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. O fix,, "A" PROPOSED SANITARY LATERAL CLEANOUT E-4 22. Controlled fills shall be compacted to 95% of maximum density as determined by method per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER 12 professional engineer and results submitted to Frederick Count prior to pavement construction. If a P g y P P Provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices ' ° geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. STORM DRAIN STRUCTURE IDENTIFIER �• aPPROVED V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating:. spreader. Density will be determined using the density control strip as specified in VDOT's Road and or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE present during the construction and testing of the density control strip. 12.0 EXISTING SPOT ELEVATIONTRIP GENERA TION DA TA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + L and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 1151 W CLASS USE DESCRIPTION BASED ON G.F.A. TRIP RATE USE VPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. .- A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE UTILITY CONTA CTS shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE _- L i� OAK IE' PINE 560 PG. 909 VOL II (ITE) MSTING CHURCI'. 1908.9 S.F. BLDG. OF 1000 S.F. SUNDAY: 36.63 x 1.91 (WEEKENDS ONLY) 70 TRIPS > cam,LU cYa z o n Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. r.. PROPOSED TREE `,1 15' OAK 15, PIPE 110 PG. 99 VOL I (ITE) AUTO BODY PAINT SHOP 4,200 S.F. BLDG. OF 1000 S.F. WEEKDAY: 6.97 x 4.2 29 TRIPS u 00 Winchester, VA. 22604 Winchester, VA 22604 LU n (540) 868-1061 (540) 869-1111 PROFFERED CONDITIONS Power: Allegheny Power Phone: Bell -Atlantic DATE REVISION1-800-654-3317 SEAL CO VER SHEET P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 1. ALLOWED USES The followB following uses shall be permitted within the "-3" zoning on the subject property: Baltimore, MD 21297 (301) 954-6282 Office and storage facilities for building construction 51C 15,16 Project Name: contractors, heavy construction contractors and special and 17 10-30-01 REVISIONS PER COUNTY COMMENTS J trade contractors Communication facilities and offices, Including telephone, 48 TIM JOHNSON iIA/oil REVISED AS PER COUNTY PLANNING COMMENTS 11/09/01 REVISED AS PER VDOT COMMENTS telegraph, radio, television and other communications T MISS UTILITY 1-800-257-7777 Business services -73 O 11/26/01 REVISED AS PER VDOT AND COUNTY COMMENTS Owner: Address, Including Zip Code & Telephone No. Automotive repair, services and parking ?5 Miscellaneous repair services 'I6 5e1f-servlce storage facilities -- Business associations 561 N40TIM 48 STONEHEDGE JOHNSON BUNKER HILL, WV y FIRE MARSHALS NOTE FOR SIGNATURE SET SU5MiSSION 11/29/01 REVISED PER COUNTY COMMENTS Public buildings -- Public utility distribution facilities -- +J MICHAI S. Y D "d� ho. (304) 229-0972 Developer: Address, Including Zip Code & Telephone No. Fire lane markings and signage: L Any "No Parking" signs and yellow painted curb locations will be installed Business signs -- Directional signs -- O 031162 by field inspection at the direction of the Fire Marshall's Office. 13ullding entrance signs SAME SHEET INDEX ®NAL SAME SAME SAME FIRE FLOW DATA: HYD# FIRE FLOW DATA.. HYD# 2. PROHIBITED USES All other uses shall be prohibited on the portion of the subject site zoned "B-3". Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = STATIC PRESSURE = 3. INGRE55/EORE55 SHEET 1 COVER SHEET 151 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = The subject property shall have no more than one entrance on U.5. Route II. SHEET 2 SITE PLAN WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = 4. TRAN5PORTATION SHEET 3 STORM SEWER PROFILE 4 DETAILS GREENWAY ENGINEERING (540) 662-4185 5lgnage, turn lanes, and widening shall be Installed as warranted and required by the Virginia Department of SHEET 4 EROSION t SEDIMENT CONTROL PLAN DATE, ❑CT❑BER 2001 Transportation. The owner hereby agrees to pay for said improvements. PLAN SHEET 5 LANDS-APEAPPROV PROFESSIONAL SEAL & SIGNATURE SOURCE: SOURCE: 5. RECYCLING PROFFER AL SCALE, N/A DATE: DATE: Recycling programs Hill be Implemented to ensure appropriate waste reduction, disposal, and recycling of any waste or byproduct material. This program will be reviewed and approved by the Frederick County Recycling Coordinator prior THESE PLANS ARE IN CONFORMANCE WETS COUNTY OF FREDERICK STANDARDS AND > /I 3U (% to final occupancy permit ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY CiG DATE DESIGNED B Y , HANDICAPPED PARKING NOTE 6. MONETARY CONTRIBUTION TO OFFSET IMPACT OF DEVELOPMENT The undersigned owners of the above -described property hereby voluntarily proffer that In the event 1.8Q acres of the THE ZONING ADMINISTRATOR PRIOR TO 'Zom1,V6 Aom*j aS `t®P, DLF/JT subject property, parcels no. 33-((A))-Q2 and 33-((A))-a3, is approved for rezoning from Rural Areas (RA) zoning CONSTRUCTION. � •�Q L i i> -c®6a S �� C5 district to Industrial Transition (5-3) zoning district, the undersigned will pay to the Treasurer of Frederick County, JOB NO, 2624 Handicapped parking spaces and aisles shall slope Virginia, at the time the Initial building permit is issued for said property, the sum of five hundred dollars ($500.00) for no greater than 2� in all directions. fire and rescue services. - DATE SHEET 1 OF 5 J / f r / ct) f / r / -W / t•/ /e i� � "EX. POWER 3 0 a Ln V CV lD CU u., V) z a J n U' Z Q W LLJ Z H CD Z LLJ Q1 C C O N Q1 cc C O c L O 7 V C�, Cu 0 i (19 1-- I'll — — iw td 33-((A))-91 MANUAL DEHAVEN USE: VACANT ZONING: M-2 s VOOT CL I RIP -RAP EX_ POWER POLE i LIMIT6 OR CLEAI!!WG t GRADMG EX. POWER MOLE a EXISTING)LE 4TED 1 / 34'-30"RCP CLI(I* 055% (W/ EW-11)., 6 i 11 a /``-EX. EFD 621$` /121.5-1 f }r 17.24 Ex. 24" cMP 4 TO HE REMO\ CG-11 ENTRANCE 49 �o - Q N c,4 ry 1 /rVm00ro 49' TA 'ER ?i 1 4) Q 25 0 25 50 5GALE: I" = 25' 0 Z — W W Z Z W O CD Lo It C\2 It Q Q CQc �CD CD x to C\2 �r- 0 � '-' a Lo Hw �4ti ri, a) o W rb � z 0 5 a d 00 s U z Z In H cf) Z a0 _ co� O -O 1� �w ~ zQ 04, V1 DATE: OCTOBER 2001 SCALE: 1" = 25' DESIGNED BY. DLF/JT FILE NO. 2624 X SHEET 2 OF 5 LL_ J O 0 0 (tit r- Ln 1�6 0 co ,\, 0 z al 3 3 0 2 a. v ,ti L0 CV w v-) z a -, d / z w w z LD z Ile, Ell c 0 rr ail 0 u) c 0 v CU co CV U3 0 SCALE: V=50' (HORZ) P-5' (VERT) SCALE: P aI50' (HORZ) Vs;5' (VERT) STM 13 TO STi 1 11 STM 31 TO STM 30 STM 21 TO STM 20 _---._- ___r_____._.__._ __._._ _______ _-_ _ 630 __._. 630 630 C030 t I � , lz��OP. PIPE CxRAI�E zm PRO P. PIPE GRADE I I I. �. 625 O .._ ...-.._. ' __..._ ...... __..- _..__ _ ..... _ ._._ _ _.... _ .__. __... 625 625 1 625 625 ; 2� (o i `_ __ __ _ ___ _. - .... _ .2 __. _ _.. VDOT GL I RIPRAP 19 `19"x30" ECP VDOT CL, I RIPRAP VDOT GL1 I RIPRAP PROP. � PIPE GRADE' i I GL 111 0 0.539. �._ F_ 620 ; - - - _ 620 620 620� *. -._... _ . _ __... __. _ 620 EX. PIPE1 GRADE , EXI ; STING GRADE 100'-12" PV;C 0 0.59. EX: I'PE CsI�iADE L _ {.. . (2,464811 GMP GL I I I g 0.5% 3' -15" `RCP CL I I I 4 0509. ' . i 1.. _ � _ I 1615 , 4 615 I _ _. _ ..___ _ _ 615 615 I 615 ! s` I ! ... -1 t............ f ' i 0 i 6 i __.._._......__ ! to 10 _ ..._. _ 7 _.. ...... S. e _ _. ........ ._.......I t _ _.... ' ._......._ ...._...,..... .. _._..._. _ ,.._ w I !.. .._. .. sits .. .. 1 ._.-. ...... .. .......... I.._. (� .. ......... _. ...... ...._.... .... . _. 11 �. _. 11 'VI e 1 a1 I .._...._. .. ■.._._ Is 1 z. L.. 9+50 1017INv I0+5011+0011+5012+00 12+50 13+00 9+50 10+00 10+50 11+00 9+50 10+00 10+50 OUT= 61131 (3011 OUT) INV IN= 611.41 (3011 IN FROM 12) INV IN= 611.90 (15" IN FROM 13) EW-II W x 4'x J" Gaiv. Plate - A \ � _a Ivor. -- 2"Typical W 2"TYPlcol it --- - --r - - T. _- PLAN VIEW I B Headwall to be beveled in all areas except where a conflict with L- invert or wi wall t�i 8"for12°lo 36"/ Pipes wingwalls occur. 121or "� 42"tot;0 Pipes Bevel edge is required on the headwall at the inlet and of the M Slope as specified on culvert (where the flow enters the culvert). typical section. Headwall at the outlet end of the culvert may be either square edge or bevel edge. 8" or 12" For center support L,y See detail sheet 2 of 3 Bottom of structure to t_S Grote be on some grade as pipe. L2 b She to be beveled �8aa CA with mortar. Centel sari %(ad _ _ _ - _ 8• ct typ 1:0e 1 One weep twle to be provided of end of porousOne weep hole fo bs provided of end of porous kill( h d1 BENDING DIAGRAM Piro Dia. o 3j. > 25"B Bart B Standard EW-11 to be installed so the grate configuration A is always perpendicular to the edge of shoulder. W 4•xf"Goiv. Pots NOTES All cost in place concrete to be Class A3. For precast use 4,000 PSI min. Reinforcing steel to have o minimum licover. For tabulation of dimensions and quantities see Sheet 3 of 3. This item may be precast or cast in place. a galvanized. 1structural tub and railed hordwo a to be al zed All pipe a grota,tubing, q For tabulation of dimensions and quantities see Sheol 3 of 3. Standard EW-11 to be Installed so the grate configuration Is always perpendicular to the edge of shoulder. a- 1.25" t / foot diameter bee 11/foot diameter ta3Ba 08. or era0 12", W 112"1 4 Bars H - .0 2!-0.. r 2r-0.. �Do not bevel Invert 3"weep hole pet-c- for •� ee Detoll A L• Length of Porous Bockfill, Not for�Length of Porous Bockflll, Not for GRATE REMOVED Sheet 2 of 3 Lengths Less than 12 -0" SECTION B-B * Weep hole with 12'x 12" plasl,c hardware Joint may be keyed, doweled,or SECTION A -A clolhi•" mesh or galvanized steel wire,m,n epoxy grouted. wire did 003 Inch number 4 mesh hardware Sheet Iof 3 cloth anchored firmly tooutsidsofstructure PIPE ENDWALL WITH LOAD -CARRYING GRATE FOR 12'I 60" PIPES 101.2 6 VIRGINIA DEPARTMENT OF TRANSPORTATION Bars 8 size s 5 spacing 8"c-c all other reinforcing bars ore size 14 spoceds8"cc. Porous Backfill 0 100 lbs./car, f t. 178 or 18 Aggregate. ordwors Cloth * REFERENCE 105.04 241 302 Nett a. WdAL-1 k w.rp d •w0' rr •7M U►d�.'�� is is Mtre F.h. tr 1.- wen~r A M ,.. er a w r Yldr . realer T M aonaea a M rear A7 4 seas tap r e.ldba r ,Mar .p..eba r plre INe he dnvped F aooadarw .F Plan L1-1. SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK si 1 or 5 HALF PLAN VIEW HALF SECTION A -A (MRFI FMIK AND COVER RDAOVm) BRICK CONCRETE e a• � f!mi" 11ra1 Di"W",'�0 tittititl:lal� 'NORM'. !©ttt���*:i•t� � to ttttiaa atttrrz>♦ ttt�st:x1♦ tolitr�t�-�® i61�i1G!•t7iLCt�lS�:a• i1���ai7fi71•�1a1■ iF��3:�t?•i71•�1F7 0�3s�1♦® aiY��l• ib►!� alaFS!�� �r'-��o111�*t•� MMuA pee& The ornount dYplard :aYI bus Quant tMa pip= rnuut be deducted b ab- DA bass tNabrss or 9' sae used M cmnpAN -I.. quardelea t inar.n.de to be added for .ad addMord rod of depth. Isalurlaa may be brld4 earaa•a 11 Wool, lie Used Ina m**- thblo.se of paths a b be e'. Oenr thlow- are to -to- b rot thblawr drown fa• comet•. MANHOLE FOR 12"-48"PIPE CULVERTS WaRNT ARGINIA DEPARTMENT of 302 108.01 TRANSPORTATION C Ill Install 12" of 21-8 4.1 v behindcurb and cover 27 �r with 3 of topsoil and (Match grade grass seed -------------- CG-7 See Entrance 12' Existing �� E Toper Pavement Section P lane 0 C Above t' 0- C:) VDOT Field Inspector ++ICN 1 will approve CG-11 entrance before construction Half Typical Section of Entrance Not to Scale ROUTE 11 Tr4i=ER F74VEMENT IDE51GN EXISTING PAVEMENT 15 TO BE MATCHED 50 LONG AS IT MEETS THE MINIMUM PAVEMENT DE51GN FOR AADT OF4,218. SOIL TEST RESULTS OF THE 5UBGRADE MUST BE SUBMITTED TO DESIGN ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. (radius m be w dash an pion.) ".be Midst Ir 7-0• or as .I- on typbal eseuon. x0K street apprpxh paw ...lio rig a. matrdnne 1 aade" 4 , (Rodb. to be at PLAN VIEW Y rl e T Clese A3 (Ttz�3 �� Enwa el.. Joint SECTION C-C G Connir i Grade there.. with a parabolic aria-. tC parabola 0- Ader Optiora'"'M Uns � D When 5174. Ca - II is used far entrano.e bale l4�aIM Rood" nom runoawlo.e elth voor pmTra, pews ex tb - - hEx lbHtrae Par.n. t Mall be cor.bucted Sip t7.rtg. D to the R/M err (s.pt arty wlbpods 40 lea fr eared oanrn.dlan tmamoV&n regU.ed for mama. pmernent b..meaa In m' osdrable for oomrnertld Entr. it. intranwMhi)M ..n V Min. ♦ Rodld curb or oombYeam ourb SECTION A - A and Webs rwp not be ca.trucad beprd the R/M one .rove tar r.plooernwd purpoese. When used In ar)anaeaa .eh .bwward Guidelines for Grade Change D 00-3 r oo-7. u. t.b far on this 91andad Is 1.be dX tW to match e. nee Entru y9k" �b 11oe,Nnn rraoF.rbba Gab oadgarataa htgn (more than Isoo VpD) 0 x 3 x S- standard CO-12 for Cm urb Romp design 1b be used seh this 5lnrndard. .. 0. .500-1500 vp0) 1 3 x a M When wrthe dnanao rose raopdsd I- (leap then 500 VPD) 16 R a a ��wardr +ra�nto. � sh depth of a ddsaar io 7 loon_ I apaald flo I mot' be used far .nerae.e In out sedlorr IF., nose- rrW require waph of a Porten of putt. to pr.abr I pording of soar. CEt E METHOD OF TREATMENT- so2 CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES 2 VMaetw OEFARINFNr Or TPACIP RFA710N 2' R 2�f y-1 -1" R d ;; . a r �. -- - - - .- .-- - The bottom of the ourb and -' gtMr may M aanetrn.bd by o 7• 2'-0" _T s�tded mM nurse% 7hds area may be oenaets depth of Y In maNrbalned. of the opUan of the contractor. For use with etabiMed opect-graded drdnope kw, the beam of the curt and goer shay bepairaaara.b,ead I lope .1 ft6boft This curb may be used with veed t arty design e oar and to" the depth of the but i. required when drlgn ep-d a When oamWnafbn eeuntoba curb and guar a powm.nt. than 40 MPH an Rue NWnwatm and bPM In d.vroped aban a wdnurbon ar.r. used, the standard Fintranw Gutters - Standard Carn.dlan for street Intersections lie tohale Note: Co' i6h ation orb e. a~ having a radius ate mountable curb oci fleuraeon Incorporated. .1 300' or lsee (abng far oT oF.D) shall be gold for as radial corrnbtrtoar curb e MMn era eiandard h to W lied MoMa Pam. barter curb, the transition a to N roods MIAYn 10' or the change In standards made at regular The y-n may be preoust a cost In paw. ope nkgs, Conaeb to be Gls A3 R octet In pica 4000 PSI If pi soost. COMBINATION 4" CURB & GUTTER .. ao1•or e. A MX lose VIRGINIA DEPARTMENT OF TRANSPORTATION lose VIRGINIA DEPARTMENT OF TRMSPORTATION�� STM 12 TO STM 11410 630--...__._.,__._-._-__..__.._._____._-_.________.____.__.__.__._.___�_._-__.__.__. 630 1 1 4 4 I i . i _ 4 PROP. It PlIFE GRADE _TOP=621.1 I _ _ 625 625 VDOT GL I RIPRAP s 620 620 I X. PIPE C�RA E { I _ 101 30"1 RCP CL III t9 0b49 __.;� _,. 34' 30 to lji 1 pCIE- 11� roloi I. .... _ VL 1 p to 10 ' .� ... �. ._.. ...... - 1._. i„ 11� ` n W 1 t��� 4i•r 1� _ 2 rt-r- -4 11 11 _.\`\-y _. __....... .... Cq y( ._..._ 11 y}'Y. .... 9+50 10+00 10450 11+01'1% 11+50 I'X4'X4'-6' 6LAT6, 2-FNOW NAIL AT TOP AND BOTTOM 2'X4'X,4' 15EAM , TOE NAIL TO FMT 12B' / I. PRESERVATIVE STAN ON ALL WOOD. COLOR TO MATCH TWAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE M ADJOINING PROPERTY, IF APPLICABLE. CCMPACTED GRAVEL WOOD FENCE DETAIL FOR DUl" IP5TER ENCL05URE NOT TO 8CAIX WIRE MESW - V.D.O.T. ROAD AND GE STANDARDS SECTION 301.04 to dnarb _.�I��isl�jratel��ra'�I���iel�y�'eI�%II'll�y�'4I�y�'�- • - i i . i i ._ � i i 6" BASE 21-A COMPACTED 81.15GRADE (COMPACTED TO 916% DENSITY AT OPTIMIJM MOISTURE CONTENT,.. -METHOD) TRd45�4 DUI" 11=STER FAD (NOT TO SCALE) Ole!-S 1 TE PAVEMENT SEGT I ON NOT TO SCALE • - • ter - • tr PAVEMENT DESIGN BASED ON A 5UBGRADE CBR DESIGN VALUE OF (o. SOIL TEST OF THE 51.15GRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT Z eh� W W Z C3 Z W 0 co to 00 C\1 It Qit I to � to �j � > rn C) -�4' C\2 Lo62 W P , Q)) a) � U to 1-4 ) Hw i; w � � �Uyy 0 W U] ri W W W O 6 6 z u u 0 0 o W W W a IL IL IL O O O W B 61 0 1 1 Q B 5 MICHAEL S. CK ro Il D 1 LIC No. r'�O� 031162 1 SSIONAL E-i p-t Z E- 0 Q Cl) > Z W E'i O� O 1� �O O E-t T'� � Q V) NN 4 r1-1 O1••1--1 U) DATE: OCTOBER 2001 SCALE: AS SHOWN DESIGNED BY: DLF/JT JOB NO. 2624 SHEET 3 OF 5 X J O L7) 3 'D CfJ Lv I V CV LO C".I f- W (n cr- Q J Q. C'> z w LU z LD Z w / CT) c 0 IV LU rr- 0 U) L O 7 E I V CU LC C�! / (!J CD LL- 0 X RESPONSIBLE LAND DI5TURBER ER05I0N/5EDIMENT CONTROL LEGEND Z NAME: 1�ht& Etk n EROSION AND SEDIMENT GONTROL NARRATIVE - GERTIFIGATION #: 0 2 ,SS`i NO. KEY SYMBOL DESCRIPTION DATE: 3fd2 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE Description: This project proposes the construction of a new automotive painting facility. Uj L THE RESPONSIBLE LAND D15TURBER IS THE PARTY This project includes the construction of the 4,200 sf building and its associated improvements. RESPONSIBLE FOR GARRYING AGTIVITY AS SET FORTH OUT THE LAND DISTURBING 3-05 O X X X IN THESE PLANS. SILT FENCE Existing site conditions: The I acre area to be disturbed under this plan is currently vacant land that lies behind the building. The does droln 3.01 IP ® STORM DRAIN INLET PROTECTION existing church site currently not overland in The some areas. property is open grassland with a few trees along the perimeter. 3DO CIP ® CULVERT INLET PROTECTION Adjacent areas: This project is bounded by vacant M-2 zoned land to the north, Interstate bl W ® CULVERT OUTLET PROTECTION to the west, Route 11 to the east and RA zoned residences to the south. o CO C\I Ln Co 3.18 oP ® OUTLET PROTECTION Bolls information: Bolls information: The existing soils found on -site are Ooklert Silt Loam (32B) Frederick-PopIImento Loam (16B). These have 01 Q � o and soils a yellow -brown clay component. q ao 0 CC\2 f • 332 O La 16 FEET PERMANENT SEEDING ` Critical areas: Critical areas on this site reside in the low lying areas currently trapping tko $� CD 10 • J 338 TP-C TREE PROTECTION _ stormwater runoff. These areas wlll need to be forced to droln toward the roadside ditch providing for the stormwater runoff from this property. A swale will be cut along the northern Z x io C ( ( D,A.= 2.1 AGRE5 J ti - ��NAN; `',- - - DRAINAGE DIVIDE G_r--- '•-•. I * property boundary draining the storm water management area toward Route II. W o , i r'/'` vA _2 I Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site be by installing the following. of A,� i --- O LIMITS OF CLEARING t GRADING ,✓� - shall achieved I. J 0� ( N j i /t0 i J i � ✓ 3.11 O� La 14/FEET I ,,✓� 0'f RIGI- -DIVERSION �� r' ' �1.,'i Construction entrance. ( m5�"° 2. Tree protection put Into place around large shade tree adjacent SWM pond. �s 3. Right-of-way diversion and SWM pond construction 4. Si fence. T Ln •� L1) J ( �vr o ®s i • • ■ 1r0 PA�yr, lam_ �� °4,p�' ! i� j --3�," �+ ' �, cyst!• `'" � 1--Sx.Sp 5. Gheck dams. 6. Gulvert Inlet protection (rip -rap check dam option)$ Outlet protection. 7. Boll stabilization through seeding. s4 0) 0 J __„___.„_ „_�„�._�,,___.„____„__ _x--x� „�_„__ „ 30� N �,"15'05" UJ 512.19' �. z3'-'� GIP j �� permanent �, 15B IL Ip ----...-.._-�.___,------�_..�� /" I - / ,r �,� - - "" T Permanent stabilization: Once construction 15 complete, all disturbed areas not built upon orpaved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding anda blanket of straw sholI be applied to the topsoil. stormwater management: A stormwater management Is for this � J I , ~- < , . - .' \ 1 •. L�� axs' '� -•.-. (.-.-::_ _ - -. - .. I = =`=y- W�SN pond proposed project. The pond Is to be excavated at the onset of the construction. Storm sewer proposed j for this project Is to be constructed as soon as possible. No current stormwater adequate � Z w J 1 I J J - _ _ -. --- -_ ----- utfoll exists for ortions of the site. The storm sewer and stormwater management must RACK o p • / (i ' - "` J - f` i' i \� - - y o - 'Lx. 1- ' / t therefore be In place prior to completion of the proposed building pad. J J7 I 4. _ ' �x °tea wA/ �22 ► / Maintenance Program: The erosion and sediment control measures installed on the site r - �"� be by the fol lowing. I z ►� Z r J ,� J 1 \ DER / �/1 it' t - p�, �' G / V I I ( s a shall maintained performing O I. The inspect devices Ul O M J J rV / ( L! / I �R p �P F� N�� / /Q G i d'�i��'m.�a�' site superintendent shall all erosion and sediment control after each rainfall and at least daily during rainfall. Damaged or deficient controls shall be 5 U J J J _ 1 ( ,� _�__ .•. s ,� ��-�- .pop TP fig° N J \ �G� J (�J i prolonged , repalred or improved immediately. 2 The site superintendent shall inspect dais the areas construction activit to insure W (x W J / l J -- _ �� .' ,� Y� ; ? J/ i erosion control effectiveness. Additional measures shall be Installed Immediately where deficiencies found 0 J 1 • / • ( �}J/ J/Il \ \� �'� c4� I�R`� '�� 1G � �5',N `' . d/ GI / I p� are 3. Permanent erosion control measures include the installation of rip rap at storm sewer outfolls and the establishment of gross on exposed surfaces disturbed in the construction - ( i / ''0 .: `-:+ '�� -�-,p \ "- t 1 I Erosion and sediment control program W ' ( / W ?W C,, I I. i 1 1. Hold pre construction meeting on site. 2. Install construction entrance. E ' ! iJ �..., 3. Glear and grub the areas necessary for installation of the silt fence and diversion dyke. 4. Excavate and site as needed for Installation of stormwater management Q e / Pgl' _.I �� U \J grade ( ! / f' fy ( - '�/A))' 4 ��'C� 33 � ee? �- / W G ., 1� �y�1A DO'�� RA U \ -A \,I I 1 J I • • • / T ponds and outfol I pipes. 5. Grade the site, Install the remainin utilities and Inlet/outlet protection. 6. Fine grade. and Install the surface ravel. Temporary soil abllization shall be applied to 9 9 p y pp TH O G U�~� 111ty ell I\ f oil disturbed areas wlthir. 14 days if the area is to remain dormant for more than 21 days. Apply soil stabilization matting immediately upon completion of grading. 7. After approval the Inspector, remove the temporary control devices and stabilize the p y :�rtO areas disturbed during removal. g rJ MICHAEL S. Y � + \ \ \ ��°� " - �01 J i rr c�-�A _ -` - - -- -- _x_� Note: Frederick Count cLnd VDOT retain the right to add and/or modify herosion y g a d/ od y those "d �0 LaCI�NSE No. - -~ - TOPSOIL STOCKPILE LOCATION __ _ -_ ,� _. pO"� - a J and sediment control measures during the construction process, within reason, to ensure adequate protection to ::he publ Ic and the environment. 031 162 ''- Seeding schedule (soil stabilization): AL SCJ _ -2g3-23` ! ----- \ \ - 1. read topsoil at minimum depth of four (4) Inches. Ina \ " ` 2. corporate pulverized agricultural limestone into the topsoil at a rate of Q2 Ibs. per J • t • pc�U�- A�)-`� �1N `�\ 1,000 square feet (2 tons per acre). 3. Fertilize 10-10-10 fertilizer i with at a rate of 23 Ibs per 1,000 square feet (1,000 Ibs per acre). J r�, �„y``�;• 4. Seed all areas with a seed mix consisting of 67% Kentucky 31 Tall Fescue and 53% Red Top Glover, and a rate of 225 Ibs per acre. 5. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre, ► J , % anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. 30 15 0 30 ro0 • TH I V EET 15 POR ER05ION AND 5ED iMENT CONTROL ONLY' SCALE: i" = 30' Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultlpacker seeder or hydroseeder, Small grains shall be than Inch deep. Grasses legumes (Yi Z E� Z �-+ CONSTRUCTION OF A SILT FENCE SILT FENCE CULVERT INLET more planted shall be plpl more one and with no less than 1/4' soli cover. Z 0 ��-+ Q (WITH WIRE S UPPOR T) STONE CONSTRUCTION ENTRANCE PROTECTION PIPE 0 UTLE T CONDITIONS > 1. SET POSTS AND EXCAVATE A 4•X4' TRENCH UPSLOPE ALONG THE LINE OF POSTS. 2. STAPLE WIRE FENCING TO THE POSTS. 70' 4IIN. FJCJSnAC ENDWALL A A 0 '-:l PA "ENT J' 5:1 _ FXTM Ci.07H-mil Q' 1/MJ. A AMNrANE ARM 3d a a O 1'--1 (OPTIONAL) TOE OF FILL do r '� w O v O t 1 SIDE ELEVATION _EX57nvc cRounn CULVERT 39 o PIPE OUTLET TO FLAT AREA WITH NO DEFINED CHANNEL E-I 70' M� 12 PLAN VIE.. Z U r �/ 7TT1177TTjii L7 10• A,N III 1= IYASNRACK L o I�►� FLOW III '" /III I 10' MN• IY' N1K o z d DRIP LINE O I -"I Z 4 PA!v N ° TOE OF FILL o E- 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL ,�7 �, POSTTWE DAAMMGIE 10• M,y I SILT FENCE SECTION A -A R KEY 1N e'-0': Rs'CO100NDED TOR ENT= P PROTECTIVE DEVICE r,, U1 COURSE AAGRFr47E B 70 SPDNG DISTANCE 5 8' MINIMUM IF FLOW � DE TRAPPING DEUCE I IS TOWARD EMBANKMENT A OMUSTF# Ex7E1wo F"` M1DS �'"� AND E PLAN VIEW L FLOW A ado (MIN.) MAXIMUM LIMITS OF CLEARING AND GRADING 12' MN. * OPTIONAL STONE COMBINATION doI PROPOSED GRADING Jill J• MAv. II J' UN. PIPE OUTLET TO WELL DEFINID CHANNII. w w rr_�✓'// j�jj� // III / G� FLOW FlL7ERCLOTH SECTION A -A =III °•-r 1.0' I 1s' I PLAN VIED 1 L a �. o MIN. 5' EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. ' . - : h' FLOW - 25' o z ---• w� WHERE DR IS LESS THAN NE DATE: OCTOBER 2001 FILTER FABRIC •1'., r d SECTION -F - • CLASS I RIPRAP VDOT /3, /5, OR COARSE AGGREGATE A -A T,1.7'ER cL.oTe KCY W e•-o•: RECOHI�(DED FOR ENTIIaS PERD¢TER NOTES: 1. APRON LINING MAY HE RIPRAP, GROUTED RIPRAP. GABION CONSTRUCTION OPERATIONS RELATIVE SCALE: 1" = 30' III I WIRE I REAVFOWCED CONCRETE ARVN SPALE SECTION B_ B E SILT ICE HORSESHOE TO REPLACE SILT FENCE IN 'HORSESHOE •WHIT! HIGH VELOCITY OF FLOW IS EXPECTED BASKET, OR CONCRETE. 2. La I9 THE LENGTH OF THE RIPRAP APRON A3 CALCULATED USING PLATES 3.18-3 AND 3.18-4. S. d - 1.6 TRIES THE HAXIIEUH STONE DIAIIINTER, BUT NOT TO THE LOCATION OF PROTECTED TREES DESIGNED BY: DLF LESS THAN 6 INCHES. SOURCE: Adapted from Installation of Straw and Fabric Nl.aod!T7rt Filter Barriers for Sediment CmtroL PiM. 3.05-1 SofArL'E.AQ4 Ufrom 1983,I okrjdStondordsforSod'eM$;M andSeifWtControl o/7d Po. DSWC P/ote,�02-1 SWRCE: ADAPTED from VDOT Standard Shstfs and Va. DSWC PLATE. 3.08-1 Source: Va. DSXC Plate 3.18-1 Source: Public Facilities Manual, Vol. 111, Fairfax Co., Va., 1976 Plate 3.38-1 FILE N0. 2624 SHEET 4 OF 5 J O O O C\J M CV m O M CV 0 z J- CT UD 0 J I V CU CU / LLJ V) z a J a / z H CC UJ 11J z CD z w / Cr c C 0 CD Cr C O Jn c L CD D E F— V C\J UD CU u� a� rti r-1 D / 1 _x 620 ----- -- 622 1.0' lu U ` / a ,QOY q 1626 a 10 �o i 0 / I-X4-X4'-V SLATS, 2- WeW NAIL. AT TOP AND BOJTOM 29C41X4' BEAMS. TOE NAIL TO POST 41X4W POSTS us- i L PRESERVATIVE STAN ON ALL WOOD. COLOR TO MATCH TWAT OF BLDCa, 2. FNISWED SIDE OF FENCE SHALL FACE :n ADJONNG PROPERTY, IF APPLICABLE_ a CONTACTED GRAVEL WOOD FENCE DETAIL FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING SET TREE LEVEL AND PLUMB--STRAW"EN AFTER SETTLEMENT IF REGYAIRED. SET TREE OTu TOP 1/9 OF ROOT BALL ABOVE FMISFED ENCASE UARE AROUND TRUNCK IN BLACK BURGER WOSE. SECURE AT WJEIGHT ABOVE FMISI-ED GRADE EGLL& TO 1/3412 OF TREE REMOVE TOP V3 Or BURLAP AND GUT ROPE AND/OR REMOVE UAW BASKET FROM BALL GUY WM 40 GAUGE 21 VOIbLE SFAREDDED HARDWOOD 31 SOIL 6AUCER 3 STAAQ:S BACKFILL LWAWTLY COMPACTED SMLMG MOUND TYPICAL PLANTING DETAIL— EVERGREEN TREES (NOT To 8CALIV !iIL�IIt��,�-11_ll - - - TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER „g, (NOT To ecAL E� \ 33-(�A))-g �\ N/ -' BRAN13�T DARiEN R. N U5E: RE5I)ENTiAL \ ZONING:/ \ TYPiCAL 5WETER YARD PLANTING DETAIL White Pine x x i'O' O.G_ Red Maple 6' Board on Board Fence PROPOSED ___ SHALLOW vUb 1 7 ti i �O % 1IANU.AL DEHAVEN U5E: VACANT ZONING: M-2 NO PARKING BETWEEN SIGNS �s ,h.• _, Lnrra� tila"�kss" t�^ -'s �-3 •:i s � gar+ it � .h < �� a��J �.rJ't < �',,;tf �"'"t4>� � { s?�'' ,�, i t`r'A;,'' �' r `�"� 1 +, l�" •.,.•.....,,,�, ;,,u r r s > 4 y � Rt $�, �;�r�� Fop a �s yT � � �y �� � � cr 1'b r i �� rr ""` .,.,_ '"^-�... 21 t'MIQiMIZED IN VICINTY OF EXISTING TREE S C:00<E CHA LES A 4 BETTY USE: t E5!DENTIAL Z NINC�: RA 13 / 10' LANDSCAF ,- --" /'-SUFFER ESMT. C12 6' BOARD ON / BOARD FENCE / ` \ \ d ' IS I andecaee Recuirements Parking Perimeter: 1 Shade Tree For Every 40' 813'/40' = 2 Trees Required (2 Trees Provided) Parking Interior: 1 Shade Tree For Every 10 Spaces 5/10 = 1 Tree Required (1 Tree Provided) Green Space Caculations: 59. Interior Parking Green Space Required 1018 SF, x .05 = 53.9 S.F. Required 1163 S.F. Provided (119.) Catagory "C" Screening: Full Landscape Screen Required, 5-3 zoning adjacent to RA zoning -3 Plants per 10 Linear Feet At Least 4' In Height, Intended To Reach &' Height At Maturity Required -Three species Of Plants, With The Majority Being Evergreens And At Least i/3 Being Deciduous Required -&' High Opaque Barrier Required -5SO' Buffer Length -3 Trees/10 LF=111 Trees Provided Screening: -111 Trees (59 Deciduous) -6' Board on Board Fence 0 Z — W W Z CD UJC12 0 LO CO a COto to � I Zx �C\2 LlJ W `L) 0 a ko Ur. CD Lo Hw �4 �-f ....a� W ca KEY BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY 0 Acer rubrum Red Maple 2" CAL. 59 Tilia cordata Linden 2" CAL. 3 Pinus atrobus White Pine 6' HT. 5S Pinus nigra Austrian Pine 6' PT. 59 NOTE: White and Austrian Pines are to be alternated equally in buffer yard screening. 25 0 H No. 031162 '!ONAL c O C? t\A t.Lt C CD � � z a Z E- UJ0 Z �J a Z wE y ao = � 0 (D Z �w 54 - wy Q Z 0 F-+i U) sit- v,r, AA 'n % DATE: OCTOBER-2001 25 50 56ALE: 1" = 25' SCALE: 1" = 25' DESIGNED BY: DLF/JT FILE NO. • 2624 SHEET - 5 OF- 5 z D 1v 0 0 CV 0 In �i 0 CD �o 3 cn U I 1„ LO N w z Q J 1z / LD z Ir w w z H z w Cal 0 a cc 0 Cn 0 E v N LLD R, / U) 0 n 0 GENERAL NOTES 1. Methods and materials used in the construction of the improvements herein shall conform to the current County construction standards and specifications and/or current VDOT standards and specifications. 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, must be provided prior to issuance of the site development permit. The approval of these plans in no way relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment Control Handbook. 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to construction in existing State right-of-way. 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is required under State law. 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held Virginia Department of Transportation with the Developer, County Representatives, and Representatives of the i<rg;<n;i p p (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a representative of the developer must be available at all times. 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD). 8. All unsuitable material shall be removed from the construction limits of the roadway before placing embankment. 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed for actual determination of required pavement thickness prior to placement. All final pavement and base course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true support values of the soils in the subgrade. Final pavement design shall be submitted during construction and prior to placement. 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated on the plans and as required at the field inspection. 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall be minimum 6" diameter and conform to VDOT standard SB-1. 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than one litter receptacle shall be provided at the construction site. 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free condition at all times. 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut sheets, and connections to existing lines. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing utility verification and the proposed construction. 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a result of his construction project within or contiguous to the existing right-of-way. 18. When grading is proposed within easements of utilities, letters of permission from all involved companies must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site development permits. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his project. The relocation should be done prior to construction. 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected in accordance with state law. In the event gravesites are discovered during construction, the owner and engineer must be notified immediately. 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered professional engineer and results submitted to Frederick County prior to pavement construction. If a geotechnical report has been prepared, it should supersede the requirements in this note. e t area of proposed excavating 23 Contractors shall notify operators who maintain underground utility lines in he p p g or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement of excavation or demolition. Names and telephone numbers of the and operators underground utility lines in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. UTILITY CONTA CTS Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 Winchester, VA. 22604 Winchester, VA 22604 (540) 868-1061 (540) 869-1111 Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 P.O. Box 17398 Hagerstown, MD 21741 1-800-654-3317 Baltimore, MD 21297 (301) 954-6282 MISS UTILITY 1-800-257-7777 FIRE MARSHAL'S NOTE Fire lane markings and signage: Any "No Parking" signs and yellow painted curb locations will be installed by field inspection at the direction of the Fire Marshall's Office. FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: FIRE FLOW DATA: HYD# STATIC PRESSURE _ RESIDUAL PRESSURE _ AVAILABLE FLOW = SOURCE: DATE: HANDICAPPED PARKING NOTE Handicapped parking spaces and aisles shall slope no greater than 2% in all directions. MOT GENERAL NOTES V1. All work on this project shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations and any other state, federal or local regulations applicable. In the' event of conflict between any of these standards, specifications or plans, the most stringent shall be govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration and VOSH Rules and Regulations. V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's work area protection manual. Furthermore, � all traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and Bridge Specifications, Section 104.04-C. V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the sole responsibility of the developer to locate and identify utility facilities or items, which may be in conflict with the proposed construction activity. VDOT approval of these plans does not relieve the developer of this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision will be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT will also require 48 hours notice for any inspection. V9. The contractor will be responsible for maintaining adequate access to the project from the adjacent public roadway through construction and maintenance of a construction entrance in accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,' access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Department of Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures for proper installation and deficiencies immediately after each rainfall, at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum 36" cover and, when possible, to be installed under roadway drainage facilities. V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project which will be accepted by VDOT and that testing shall be conducted according to all applicable VDOT standards. V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to final VDOT approval. V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement markings must be installed by the developer or at VDOT's discretion, by VDOT on an account receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on VDOT's approved list. A copy of this list may be obtained from the District Material Section. Contact the local VDOT Residency Office with any questions regarding sign material and placement. V18. The developer must provide to the local VDOT office a list of all material sources prior to construction. Copies of all invoices for materials within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical spreader. Density will be determined using the density control strip as specified in VDOT's Road and Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. In additions to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. Approval of these plans shall expire three (3) years from the date of the approval letter. V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. PROFFERED CONDITIONS I. ALLOWED USES The following uses shall be permitted within the "13-3" zoning on the subject property: Office and storage facilities for building construction 51C 15,16 contractors, heavy construction contractors and special and I trade contractors Communication facilities and offices, Including telephone, 48 telegraph, radio, television and other communications Business services -73 Automotive repair, services and parking -75 Miscellaneous repair services -76 Self-service storage facilities -- Business associations 861 Public buildings -- Public utility distribution facilities -- Business signs -- Directional signs -- Building entrance signs -- 2. PROHIBITED USES All other uses shall be prohibited on the portion of the subject site zoned 3. INGRE55/EGRE55 The subject property shall have no more than one entrance on U.S. Route II. 4. TRANSPORTATION 519nage, turn lanes, and widening shall be installed as warranted and required by the Virginia Department of Transportation. The owner hereby agrees to pay for said Improvements. 5. RECYCLING PROFFER Recycling programs will be Implemented to ensure appropriate waste reduction, disposal, and recycling of any waste or byproduct material. This program will be revlewed and approved by the Frederick County Recycling Coordinator prior to final occupancy permit 6. MONETARY CONTRIBUTION TO OFFSET IMPACT OF DEVELOPMENT The undersigned owners of the above -described property hereby voluntarily proffer that in the event I.6G acres of the subject property, parcels no. 33-((A))-412 and 33-((PJ)-q3, Is approved for rezoning from Rural Areas (RA) zoning district to Industrial Transition (5-3) zoning district, the undersigned will pay to the Treasurer of Frederick County, Virginia, at the time the initial building permit is Issued for said property, the sum of five hundred dollars ($500.00) for fire and rescue services. LEGEND EXISTING INTERMEDIATE CONTOUR 33 EXISTING INDEX CONTOUR 330 PROPOSED CONTOUR 40 EX Fir' EXISTING EDGE OF PAVEMENT -- -- PROP E/P PROPOSED EDGE OF PAVEMENT EXAi (J=' EXISTING CURB AND GUTTER PROP C&G PROPOSED CURB AND GUTTER 'vli"� CiC7 C TRANSITION FROM CG-6 TO CG-6R EXiSTWG TELEPHONE LINE PROPOSED TELEPHONE LINE T. T EXISTING STORM SEWER EX, 15" RG-P PROP. 15" RGP PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SEWER EXISTING ELECTRIC SERVICE ----- F'- --- --- - PROPOSED ELECTRIC SERVICE EXISTING GAS LINE - - -- - PROPOSED GAS LINE PROPERTY LINE FLOW LINE _.....- ... ... _ ... ► ... _ ... i FENCELINE--- E'XISTING POWER POLE EXISTING TELEPHONE POLE C) EXISTING WATERLINE W/ TEE T - - ,-- PROPOSED WATERLINE W/ TEE W ' T o V y EXISTING FiRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER m EXISTING REDUCER J-- ------ "" PROPOSED REDUCER IF STOP SIGN HANDICAP RAMP (CG-12) LOCATION OF STD VDOT ��DEEN1O22TES STANDXDQPJ O�@& ffi PARKING INDICATOR 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES TEST PIT LOCATION HANDICAP PARKING VEHICLES PER DAY COUNT PROPOSED BUILDING ENTRANCE EXISTING STREET LIGHT PROPOSED STREET NAME SIGN PROPOSED SANITARY LATERAL CLEANOUT SANITARY MANHOLE IDENTIFIER STORM DRAIN STRUCTURE IDENTIFIER EASEMENT LINE CENTERLINE EXISTING SPOT ELEVATION PROPOSED SPOT ELEVATION EXISTING TREE LiNE EXISTING TREE PROPOSED TREE 15" OAK 15' OAK DATE I REVISION A11 11 15" FINE 15" PINE 10-30-01 REV1510N5 PER COUNTY COMMENTS 11/I/01 REVISED AS PER COUNTY PLANNING COMMENTS 11/09/01 REVISED AS PER VDOT COMMENTS II/28/01 REVISED AS PER VDOT AND COUNTY COMMENTS FOR SIGNATURE SET SUBMISSION i1/29/01 REVISED PER COUNTY COMMENT5 6/3/02 IREV15ED PER PLANNING DEPT. COMMENTS SHEET INDEX SHEET i COVER SHEET SHEET 2 51TE PLAN SHEET 3 STORM SEWER PROFILE 4 DETAILS SHEET 4 EROSION 4 SEDIMENT CONTROL PLAN SHEET 5 LANDSCAPE PLAN VICINITY MAP SCALE 1 "= 2000' (1„ �. ". • t �.,i � � " � e ��'� Qom- t � ' f 1r rTl %. I' ITeactFAiuce'9 '7 l r- - I ,A :. fthd8uia-"0191998WtldlWw FMtK*Ey(w W,1QV0V0M) PROJECT INFORMA TION PARCEL IDENTIFICATION NO. 33-((A))-92,93 STREET ADDRESS: 4489 MARTIN55URG PIKE TOTAL AREA: 82,328.4 5F. PROJECT AREA: 43,598 SF. DISTURBED AREA: 43,598 S.F. CURRENT ZONING: 53 CURRENT USE: CHURCH / VACANT PROPOSED USE: CHURCH / AUTO REPAIR SHOP SETBACKS REQUIRED FRONT 50, REAR 15, SIDE 15, SICsNS: ALL SIGNAGE, BLDG. MOUNTED 4 FREESTANDING, SHALL REQUIRE A PERMIT 4 COMPLY W/ ZONING OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE ON ADJOINEI S AND RIGHT-OF-WAYS (NO 51GHT LIGHTING PROPOSED AT THIS TIME NO OUTDOOR STORAGE PROPOSED AT THIS TIME ALL FUTURE UTILITIES SHALL BE PLACED UNDERGROUND. OPEN SPACE CALCULATIONS 51TE AREA= 1.89 AC (62,326.4 S.F.) IMPREVIOU5 AREA= 56,95-BB SF. PERVIOUS AREA- 23,366.9 SF, 15% OPEN SPACE REQUIRED- 12,34926 SF. 23,386.9 / 82,242A - 28% OPEN SPACE PROVIDED PARKING CALCULATIONS PARKING REQUIRED: 1 PER 250 S.F. OFFICE PARKING REQUIRED: 3 PER SERVICE BAY PC PARKING REQUIRED: I SPACE 300 S.F. OFFICE / 250 SF. = 2 SPACES i 5ERVIVE BAY - 3 SPACES TOTAL PARKING REQUIRED= 5 SPACES TOTAL PARKING PROVIDED- 5 SPACES (INCLUDING 1 HC) LOADING SPACE CALCULATIONS INDUSTRIAL USES I PER 40,000 SF, PROPOSED BLDG. = 4000 S.F. REQUIRED - I SPACE PROFFER5: I. $500.00 WILL BE PAID TO THE FREDERICK COUNTY TREASURER PRIOR TO THE ISSUANCE OF ANY BUILDING PERMIT. 2. FREDERICK COUNTY RECYCLING COORDINATOR SHALL REVIEW AND APPROVE THE SUBJECTS BUSINNESS'S RECYCLING PROGRAM PRIOR TO THE ISSUANCE OF A FINAL OCCUPANCY PERMIT. CLASS USE 560 EXISTING PG. 909 CHURCH VOL II (ITE) 110 AUTO BODY PG. 99 PAINT SHOP VOL I (ITE) SEAL INL T L� v r MICHAEL S. S CKI L q/sNEN No. 031162 �SSIONAL zbj PROFESSIONAL SEAL & SIGNATURE THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. TRIP GENERATION DATA DESCRIPTION BASED ON G.F.A. TRIP RATE USE 1908.9 S.F. BLDG. OF 1000 S.F. SUNDAY: 36.63 x 1.91 4,200 S.F. BLDG. I OF 1000 S.F. (WEEKENDS ONLY) WEEKDAY: 6.97 x 4.2 M/0A11AY11414A C'3 Z W W Z WC) 0 �D CU (U In co Q C5 vE N� d rn L I'D� Z J _> J of I-N UJ 0A 0o W v -C v uU-)U 3 a °i x �C U-)3 �< LA m L L 0 Q, >, > o L wN E-I Q � Ems-+ W i O � O� � � Q 04, E-+ Project Name: TIM JOHNSON Owner: Address, Including Zip Code & Telephone No. 48 STONEHEDGE TIM JOHNSON BUNKER HILL, WV (304) 229-0972 Developer: Address, Including Zip Code & Telephone No. SAME SAME SAME SAME Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 APPROVAL r� FREDERICK COUNTY ZONING ADMINISTRATOR Ol _ vo, DATE SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE DATE: JUNE 2002 SCALE: N/A DESIGNED BY: DLF/JT JOB NO, 2624 SHEET 1 OF 5 c-u 0 CD CU Ln 0 0 u-) 0 c D au 3 O (Z Q CV LO C\i W VJ Z Q J Cl- CD Z LLJ LLJ Z H CD Z LLJ OD C C O N O rT- O C O Q C\1 CO CU O 7 I- z c� 0 0 CU N m m 0 CD C 7 3 01 D 0 Ir CL I Q PAJ LL3 (V Lu Z a [I - CD z w Lu z H L7 z w 0 IV CD Cr CD In 0 E Q CR1 LO D O SCALE: P=50' (HORZ) P-5' (VERT) SCALE: P-50' INORZ) 1"-5' (VERT) &TM 13 TO STM 11 STM 31 TO STM 30 &TM 21 TO STM 20 63m �030 ___ 1 : p j PROP (1 PIPE I GRADE f .`... __.....__ P•gOPTan.- '-----P._..f.P_-.-E•_GRADE R- ADE20 �t ..._..�._._ .� �625625 625 625 .� �..._......_..; 625 VDOT CL I RIPRAP i PROP. PIPE GRADES 19'-?19"x3©" ECP VDOT CLi I RIPRAP S....... VDOT CLi I RIPRAP CL 111 g 0.53io I r020 _ -I- - ! .._. _ _ _ _ 620 �020 _ 620 620 _ .. 620 I 1 .. . r.-.w _ , ._........-...._,.- ___. _— �....- i I EX. 4l PIPEI GRADE I EXIf�TING GRADE t � _ � 11 o PE 100 -12 P 0.5ro _ E 7�8 1 GMP GDL 3'-15" RCP CL III el 0.50io h ll III g 0.5 0 �015 1 615 615 �015 615 _ —_. _... _ _ ► l �--..,.... _jean...__.._ .._-_ _ _ ro 15 --I- I-.................�-jean...,._ ,.. jean... ..... _. . I , i Z : _ - i _Y _ _ . F _ -- .__ . _ . 610 I, _ w 7 610 �010 1 �`1 610 IT_ __. __... 11 2 0 " } �} } B 9+50 10 0 10+50 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 9+50 10+00 10+50 fNV OUT= ro1131 (30" OUT) INV IN= (ol-1.4-1 (30" IN FROM 12) INV IN= rol-PBO (15" IN FROM 13) NHe: See R'd3A-1 ter appNdWy at eaeq efre , TN lap a 1. to beleft eunwirrA• Ise ram• W-W aWa- mc M/-1 I— &2z . rlw ��..,..aa a •over er Ywr N Pak• e .. dH.aN SECTION B—B BRICK CONCRETE OR CONCRETE BLOCK N corrnele to a d-s A3 Flat am lop - d.taNd on ISH2 mq be .b.L%A d k "Won .han appno.+k by U Wlwn spedn.d - pom the a +roved in occraaa. r Plan 6-1. Sheet 1 of 8 HALF PLAN VIEW HALF SECTION A —A (WITH FIVW MID CMER 110"131) BRICK CONCRETE TABLE OF QUANTITIES DEPTH BRICK MANHOLE CONIC BRICK qDNQ0tM COHCNM 0,785 1.699 0.9 0,783 1.981 7 1.0 0 78S 483 9 0.785 2.747 009 12 2.2 0.970 3.817 13 2.s 4,179 14 0.970 4.541 13 3.1 0.970 4.903 16 3.4 0.970 5.2M WFUM 0.45 • Quantities show are for manna. .0-A pip- Th. snout d epaa.d M pIP- mrrt be deduced N ob- tan Noe ouaoutl-. A bane ticknees of 9- — ueed In o.npu"W oon0re4 uPr-m- kln.W-.N to be added for each odatbw I-( of depth. Material. may be brkk. —t. or approved corners•. nr.-h b block. If block* on used the nininwxn rioan Nme a mto 6'. eoe I. Other thoorwae ore to cord— to .as thki - N— ter o be, MANHOLE FOR 12"-48"PIPE CULVERTS " IARGIN(4 DEPARTMENT of 302 106.01 TRANSPORTATION N C N Install 12" of 21—B C U behind curb and cover 2%-5% with 3" of topsoil and (Match grade) grass seed CG-7 See Entrance 12' Existing �I E Pavement Section Taper lane �I jC Above CD Un VDOT Field Inspector ++1C14 will approve CG-11 01— entrance before construction Half Typical Section of Entrance Not to Scale ROUTE 11 TA1=ER FAVEfiIENT DESIGN EXISTING PAVEMENT 15 TO BE MATCHED SO LONG AS IT MEETS THE MINIMUM PAVEMENT DE51GN FOR AADT OF4,218, 501L TEST RESULTS OF THE 5115GRADE MUST BE SUBMITTED TO DE51GN ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. (rodos to be - d— - Plana) N.W. Wdlh -B• 2'-0- r - W.- an typical section. :lE Shea approach eome A euocMq - 'nob*. -1 roadway (Rod- to be - L purb ombruatlon Je aur0 and 9L+Bkr a10Mn an 'j ',C✓// Fl- W AJ I Ila9lbe modwar PLAN VIEW f2. N B1 T t 1•i1• Cop AT Concr.te EpaWon joint SECTION C-C j Cunshuct Grade chorpu witlr a parabolic curve. IO' Probo& fame fi w�Opliana Fla'. Una So r'+ --� Mlwn St'd. CO -II . ueed forin anbonor DuYt with Y00T projects, glean. Ilafrir Roadway -Noe the folloe*'IF SIX Sope CTang. Il Mainline povrnwd shall be oondruaad o me R/W = (•rapt any -b9red• 40 Nn. for 54M Connection a=ieration r'Wured or — kne 20' D.eI II ter CVnenerda Ent. entrance.) c �'"'d 'n s' l9A SECTION A - A • Radio curb or o cub be of co R and qur aroR not be constructed beyond the R/W 9rre ewopt for nplooemerrt pwpo.e.. When ueed in conjunction with standard Guidelines for Grade Change D W-3 r CO-7, the ourb face on IN. Stordad I. to be odJ-t d 1. mall th. E.oan- uok— manoble curb uoreflprrdbn. High (more than IWO VPD) 0 I 3 1 See Stallard CO-12 for Curb Romp deeign to be ueed .Sh " Standard. Medan •_,W-1600 VPD) ! 3 1 0 R 1Wren the entrance rani cannot oocomnodote the taminrgp mWirsroo to a anticipated henry I- (ter than 500 VPD) i B X B I truck trallic, conelde-b- .horld be 9Wen o Inc....If the depth of adjacent'p-eed eid-ok to 7 inchee. I Optional tk..srr moy be used tar entrara- in cud ..acne. Optional fWA- may r.*d. carping of a portlon of gutter to preclude po'k" of water. RED METHOD OF TREATMENT— CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 2o3oe VRONN DOW0101M OF TRANSPORTATMYN R 1 /2'' 1* R • A :• ': d A. • ..• ' d • •A . . --------� M Tbantam of the curb and gutter may be constructed 7' 2'-0- parallel to the e .1 subboes Thi. ono nW be concrete provided anrnmumm, depth of 7- 1. moIntoined. of the option of the contractor. For u- eAth .tabu: d open -graded drukage knmr, the tattom of the taro and Wttr sb99 be constructed This cnlrb W used with may any design speed Darla o he slop. of subbase cause. and to the depth of the out !a required otal n da.ign ap"d I. than 40 14PH on Rural h4heuye and grater VIMn corrYblnaton mountable curb oM gutter is 43 ►PH povemrt. In develur oped ban k euburbon Sae. used. the Standard Entrance, Gutters or Standard Cure UL for Street Intersections an to nova m Note: Cabirnaton orb III gutter hovknq a rodi- th• mantabte club config ration inwrporated. of 300' or Ilse (dap face of curb) shd11 told Ir -hallo combYlaBon erne e W1wn this elPldard N to be tied Into edetinq barrier curb. the trwolton N to be node 1hirl 9urlir' W 10' r the charge In sbandarde node at rsglor This item may be precut r wet In plow. op ednga. Cannel. to be doe A3 H cost in plop. 4" PSI if prswal. COMBINATION 4" CURB & GUTTERPVVtEMX 2Q1,Dp rN. ti,Pa 30ING VIRGINIA DEPARTMENT OF TRANSPORTATION 502 STM 12 TO STM 11410 PROP. 41 PE GRADE ( I _ TOP- 621.1 625 _ � 625 1 VDOT CL I RIPRAP I X. it PIPE GRADE 101' 30 RCP CL III tv 0.�04% ro15 I' 34' 30 RCP CL III a OB'B% 615 (L W w I_ I I o a A 10 z o w •Q 11 11 11 Al If �• ^l }� >>>. ?z 9 +5 0 10+00 10 +5 0 11 +00 11 +5 0 I'X4'X4'-$' SLATS, 2-MIBN NAIL AT Tor AND BOTTOM 2'X4'X4' BEAMS. TOE NAIL TO I 4'X4'XD' "TO 1zS $ NOTE I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF 6LOG. 0 2. FINISHED SIDE OF FENCE SHALL FACE I ADJOINING PROPERTY, IF APPLICABLE. COf PACTM GRAVEL _� `D UJOOD FENCE DETAIL FOR DUMP5TER ENCL05URE NOT TO SCALE - I - • : . • - • • . AND 5FRJDGE STANDARDS• 0I - -�s 1; iN ��•i�a'�:•iw,p �� i.a ��•iB,a'�' iw,0y�•7w,e'�-e- • - . W5GFRADE• - OPTIMUM- •NTENT, VDOT -METHOD) TRASI4 DUMPSTER FAD (NOT TO SCALE) ON —SITE PAVEMENT SEGTION NOT TO SCALE pir PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF C6. SOIL TEST OF THE SUBGRADE MUST 5U5MITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. PVMTSECT Z W W Z Z W O CO In � C\2 � It •� C\1 co I OD � 0) LO �9 prn Z x �� Uj Wa) Lo Lo U R' W H w o� 0 w W Z Z UJI W W z 0 0 O O � p C c� cn cn n- O O O tX Ili OC 0 � k 1%,VIVJ[j FNIU. yy'03162^VIONALG Z w 0 Q CO 0 z �0 0 04. O U� DATE: JUNE 2002 SCALE: AS SHOWN DESIGNED BY: DLF/JT JOB NO. 2624 SHEET 3 OF 5 try x z CD CD C11 C\1 CV cti LL-I 0 c D aJ 3 01 u) aJ I cu Lo CV / LiJ U7 z Q J n CD z rr L, w z H :-D z w / 0) c 0 IV QJ cc 0 C 0 D v CU Co CU / cn Q.1 0 r Go UJ Q co W Z s ERO5ION/5ED1MENT CONTROL LEGEND NO. KE1' 5 'MSOL DESCRIPTION 3-02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 305 O X X X SILT FENCE 3.01 IP ® STORM DRAIN INLET PROTECTION 3,08 CIP ® CULVERT INLET PROTECTION ® CULVERT OUTLET PROTECTION 3.18 OP ® OUTLET PROTECTION 3.32 PS PERMANENT SEEDING La- 16 FEET 3.3L3 TREE PROTECTION �- DRAINAGE DIVIDE s ,I LIMITS OF CLEARING 4 GRADING �y O I 3,11 RIFT- -DIVERSION , •u � , �' �' I f M ND '_ ..s. w -- - f Wf4SN R4GC f n, - � � TP � x:` ,;� •J '-' r r � � E ill � ar to dF��p i C.1- CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. (Ill r FLOW III II" 4 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL = III EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: Adapted from Installation of Strew and Fabric Filter Barriers for Sediment Control, PLATE3.05-1 Sherwood 1 ►ya6 IDA,= 2.1 AGRF-S RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RE5PONSIBLE LAND DISTURBER 15 THE PARTY RESPONSIBLE FOR GARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS. 1 t ~ La = 14 /FEET 7 _ - X - IP I PS UFFER • i U - �s'� .w ✓ 30 15 0 30 ro to SCALE: P = 30' TH 15 EET 15 FOR ER05iON AND 5ED iMENT CONTROL ONLY! STONE CONSTRUCTION ENTRANCE i c..,., ��\t•�f\!•�f�''f•�f•�1�?•�!•�!•�t•�f•�f•�'1•�IK�!•�l•�t•�2�2�'f•�'t:�t_ nL7FR CLOTH-"' MOUNFABLE BERM (OPTION-) ELEVATIONSIDE I EXISTING 70' MIN. B 10' MIN. WASNRACK i�IIIIIIIIII? MM_ VDOT jI I I - -POSITNE DRAINAGE 0" MIN. COURSE AGGREG47£ B TO SEDIMENT I (RAPPING DENCE uusr ExTEnrO FULLwroTN OF IN.RE&S AND EGA PLAN VIEW OPERATION 5)LU I ION A -A RFI SECTION B-B SOURCE ADAPTED from 198J Maryland Standards for Soil erosion and Sediment Con tra% and Vo. DSWC Plate J02-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT Flow OPTIONAL STONE COMBINATION 1.0' I 1.5' FLOW 2.5' VDOT #3, #357, M5, #56 OR #57 COARSE AGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 PIPE OUTLET CONDITIONS A A IPE OUTLET TO FLAT REA WITH NO DEFINED HANNEL L a 0 % d Hall SECTION A -A FILTER CLOTH KEY IN 6"-9"; RECOMMENDED FOR � PERIMETER I ado (MIN.) PIPE OUTLET TO WELL Njew DEFINED CHANNEL PLAN VIEW 1 L a 0 % d SECTION A -A FILTER CLOTH KEY IN 6"-9'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.5 TIMES THE MA)MIUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 Z EROSION AND SEDIMENT ENT GONTROL NARRATI \/E W Description: This project proposes the construction of a new automotive painting facility. W This project includes the construction of the 4,200 sf building and its associated improvements. Existing site conditions: The I acre area to be disturbed under this plan is currently vacant land that lies behind the existing church building. The site currently does not drain overland in some areas. The property is open grassland with a few trees along the perimeter. Adjacent areas: This project is bounded by vacant M-2 zoned land to the north, Interstate 81 W C\1 to the west, Route II to the east and RA zoned residences to the south. 0CID LO 00 CQ 1-4 Soils information: Soils information: The existing soils found on -site are Oaklert Silt Loam (32B) CQ and Frederick-Poplimento Loam (16B). These soils have a yellow -brown clay component. 62 cc o Critical areas: Griticol areas on this site reside in the low lying areas currently trapping LO °�° Q> stormwater runoff. These areas will need to be forced to drain toward the roadside ditch providing for the stormwater runoff from this property. A Swale will be cut along the northern Z x LO C\2 M property boundary draining the storm water management area toward Route II. Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site W 0 L shall be achieved by installing the following. I. Gonstruction entrance. , d 2. Tree protection put into place around large shade tree adjacent SWM pond. 3. Rigqht-of-way diversion and SWM pond construction 4. 511 fence. 5. Gheck dams. 0) 6. Gulvert Inlet protection (rip -rap check dam option)$ Outlet protection. N9 Q) 0, -7. Soil stabilization through permanent seeding. r~ Q) Permanent stabilization: Once construction is complete, all disturbed areas not built upon %%VW w or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding and a blanket of straw shall be applied to the topsoil. r r A stormwa r management nd is ro proposed for this project. Stormwater many m nt too � The and is to be excavated of the onset of he construction. Storm sewer proposed p p p N z UJ for this pro))'ect Is to be constructed as soon as possible. No current stormwater adequate z outfall exi25 for portions of the site. The storm sewer and stormwater management must therefore be in place prior to completion of the proposed building pad. U Maintenance Program: The erosion and sediment control measures installed on the site z O Shall be maintained by performing the following. z O 1. The site superintendent shall inspect all erosion and sediment control devices after each 0 cc rainfall and of least daily during prolonged rainfall. Damaged or deficient controls shall be 0 Z repaired or improved immediately. W z 2 The site superintendent shall inspect daily the areas construction activity to insure ul Q erosion control effectiveness. Additional measures shall be installed immediately whereCL deficiencies are found. 3. Permanent erosion control measures include the installation of rip rap at storm sewer _� w outfalls and the establishment of grass on exposed surfaces disturbed in the construction } process. } W IiC1J. Erosion and sediment control program 1. Hold pre construction meeting on site. 0 2. Install construction entrance. 3. Gleor and grub the areas necessary for installation of the silt fence and diversion dyke. Q 4. Excavate and grade site as needed for installation of stormwater management - ponds and outfall pipes. 5. Grade the site, install the remaining utilities and inlet/outlet protection. 6. Fine grade and install the surface gravel. Temporary soil stabilization shall be applied to�NLTH 0 all disturbed areas within 14 days if the area is to remain dormant for more than 21 days. b 1 Apply soil stabilization matting immediately upon completion of grading. 7. After approval by the inspector, remove the temporary control devices and stabilize the J! areas disturbed during removal. I HAE S. �� EY iy Note: Frederick Gounty and /DOT retain the right to add and/or modify these erosion "� LICENSE No. Off, and sediment control measures during the construction process, within reason, to ensure 031162 adequate protection to the public and the environment. SI4NAL Seeding schedule (soil stabilization): I. Spread topsoil at a minimum depth of four (4) inches. 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of 12 lbs. per 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer at a rate of 25 Ibs per 1,000 square feet (1,000 Ibs per acre). 4. Seed all areas with o seed mix consisting of 61% Kentucky 31 Tall Fescue and 55% Red Top Glover, and a rate of 225 Ibs per acre. 5. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre, anchored with cutback or emulsified asphalt applied at a rate of 200 gallons per acre. Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one Inch deep. Grasses and legumes shall be planted with no less than 1/4' Solt cover. DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING A PROPOSED GRADING rr � wiwll► w � w � �Ilti w � MIN. 5' � 011111ow WHERE DRIPLINE IS LESS THAN 5' rr err CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 W E- Z �z O Q 1� W E -I w O O W DATE: JUNE 2002 SCALE: 1" = 30' DESIGNED BY: DLF FILE NO. 2624 SHEET 4 OF 5 F NOTES; 1. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. & 2. FINISHED 50E OF FENCE SHALL FACE ADJOINING F1q.OI0ERT7, IF APPLICABLE. COMPACTEC> GRA1,-EL WOO[) i=ENCE DETAIL FOR BOTH DUMFDSTER ENCLOSURE AND PERIMETER FENCING SET TREE LEVEL AND PLUMB- -STRAGWrEN AFTER SETTLE"NT F RECARREP. SET UNTW TO%- VO OF ROaT BALL ABOVE PHSHED CORADE ENCASE URE APOLND MINCK IN 15LACK M55ER W05E. 5ECUM AT I-W��T A50YE FINISWED GRAPE ECIUAL TO L13-1/2 OF TREE III TOP 1/3 OF 15UM-AP AND CUT III ANDIOR REM01,e U.14RE 5A�T M011 MALL Y UNRE 012 &AUGE 2" DOUBLE SHREPDED WAII 3" SOIL SAUCER 3 STAKES BACKFILL II II II II COMPACTED SE-TTLING t*� W15GRADE TYPICAL PLANTIW-z DETAIL— EVEFIi TREES (NOT TO 6CALE) FI HOW GU'r U RE -V TUF44BkJCKLE Tot" MAP UN714 DIM OVEM-Ap PLAGGING TAPE ON EACH UMRE WAROU.000 11ULC+"' 6AUGM PLACZ TOP WOF ROOTBALL ABOVE FNIS14 CWRADE 3 6TANKE6 0,64MLL ROOTBALL-R01OVE TOP V3 OF 5UIIII AND CUT ROPE ANDIOR RI UMIRE BASKET FWX1 BALL T1 Lr*MY 00141"ACTIM 8ETTLNG MOUND 4" VAME5 4- TYPICAL PLANTIW3 DETAIL— TREE5 OVER 2-1/2" CALIPER TMI (NOT TO 5CALE) N/F 5RAkOT DARI EN R. USE: RESIDENTIAL ZONING: R-\A "The Frederick County Planning Commission approved a waiver to the buffer and screening requirement for parcel an September 4, 2002. This waiver enables the property owner to delay the implementation of the required Category C buffer and screen until such time as parcel is developed to enable a 53 Zoning District permitted land use. A site plan meeting all requirements of the Code of Frederick County shall be submitted to the County for approval when a permitted 53 Zoning District is proposed to be developed on parcel 33-A-133," TYPICAL DUFFER YARD PLANTING DETAIL. White Fine x x (0 1 O.C. Red Maple ro' Board on Board Pence 33-((A))-SI MANUAL OEWAVEN USE: VACANT ZONING: M-2 andscaoe Requirements Parking Perimeter: I Shade Tree For Every 40' 013740' = 2 Trees Required (2 Trees Provided) Parking Interior: i Shade Tree For Every 10 Spaces 5/10 - I Tree Required N Tree Provided) Green Space Caculations: 596 Interior Parking Green Space Required 1,0-15 &F. x .05 = 53.13 5.F. Required 1163 5.F. Provided (1151.) Ca to g ory "C" Screening Full Landscape Screen Required, 5-3 zoning adjacent to RA zoning -3 Plants per 10 Linear Feet At Least 4' In Height, Intended To Reach 6' Height At Maturity Required -Three species Of Plants, With The Majority Being Evergreens And At Least 1/3 Being Deciduous Required -(o' Hleh Opaque Barrier Required -5eO' Buffer Length -3 Trees/10 LF=11'1 Trees Provided Screening: -1-11 Trees (513 Deciduous) -ro' Board on Board Fence V%ft V**a f 10' LANDSCA BUFFER E&I-ITA 12 �IRD ON D FENCE KEY BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY Acer rubrum Red Maple 2" CAL, 59 Tilia cordata Linden 2" CAL. 3 Finus strobus White Fine ro' HT. 59 Finus niera Austrian Fine ro' HT. 55 NOTE: White and Austrian Pines are to be alternated equally in buffer yard screening. 25 0 25 SCALE: I" = 25' IQ 0 111') co CQ CQ C\2 aD to C) > 't C\J �11 Lo C\2 0 4 3 Q) LO —1 E-Q) 4. z z z Z w g 0u z 0 Q z Q LIJ W � � o a a W TLU LLJ UJI > 0 I TH C H A E L l S. 0TJI C K • LI No. A 0-, 031162 lsstoo'NAL 2 P: DATE: SEPTEMBER-200 SCALE: I" = 25' 50 ii DESIGNED BY: DLF/JT FILE NO. 2624 SHEET - 5 OF 5 CENERAL NOTES MOT GENERAL NOTES LECEND VICINITY MAP Vl. All work on this project shall conform to the latest editions of the Virginia Department of 1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and I EXISTING INTERMEDIATE CONTOUR 33 SCALE 1"= 2000' County construction standards and specifications and/or current VDOT standards and specifications. Sediment Control Regulations and an other state, federal or local regulations applicable. In thel - fi g Y g PP event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 350 .`` << `; W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. �1� ` Y' T` ` ' ? I �. , > ter: t� I must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR 40 tax y , r >,9'"' p� f . r' I W relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EXISTING EDGE OF PAVEMENT - EX `�'� r Control Handbook. Health Administration and VOSH Rules and Regulations. PROP �, PROPOSED EDGE OF PAVEMENT' 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, sh 11 EX G G a l TeRctu►mie'8 rJ (VDOT) and Frederick County prior to construction in existing State right-of-way. be in accordance with the current edition of VDOT's work area protection manual. Furthermore,�all EXISTING CURB AND GUTTER Z traffic control fla ers must be certified in accordance with the latest edition of the VDOT Road land 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is gg PROP C&G r, l.. j W fx' .i (U Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER € ,� ,� ,� �- CD required under State law.) .o {� i `) (, cUin OD ails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R - �' 5. The exact location of all guard r P 1 P traffic signal poles, unction boxes, controllers, etc. owned b VDOT or private utility company. It is with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation g P 1 y P y P y' _ �Y e, the sole responsibility of the developer to locate and identify utility facilities or items, which may EXISTING TELEPHONE LINE -- ? s ,� .i C _� a v N (VDOT) to determine if and where guard rail and/of paved ditches will be needed. The developer will be be in conflict with the proposed construction activity. VDOT a roval of these plans does not ` "� ° ('"f ... P P Y PP P :. 1 1 rn `D 01 responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. PROPOSED TELEPHONE LINE T Tf t e ; 7 f. d L un P P Y { ' < J- to m Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15' RGP F` j�' - , EXISTING STORM SEWER �.;�° ' t,'�§ Z I V5. Design features relating to field construction, regulations, and control or safety of traffic may �-- - - -� F . �� .f ff R�� _ in N 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a be subject to than a as deemed necessary b VDOT. An additional ex ense incurred as a result of PROP. 15 RGP representative of the developer must be available at all times. , g Y Y Y P 1 ° r LU > p P ,any field revision will be the responsibility of the developer. PROPOSED STORM SEWER �- `` `' bm. t'5 Ln C II 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER 3 o CD s Qin P q g Y Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. °i x PROPOSED SANITARY SEWER PROJECT INFORMA TION 8. All unsuitable material shall be removed from the construction limits of the roadway before placing LZ V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXiSTING ELECTRIC SERVICE ~ embankment. and held by the engineer and/or developer with the attendance of the contractor, various County i agencies, utility companies and VDOT prior to initiation of work. PARCEL IDENTIFICATION NO, 33-((A))-92,93 _LA 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California g y P P PROPOSED ELECTRIC SERVICE P z STREET ADDRESS: 4469 MARTIN55UR3' PIKE L o Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINE -- - -- TOTAL AREA: 82,326.4 S.F. N n�', a for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PROJECT AREA: 43,598 5F. > course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE DISTURBED AREA: 43,598 S.F. SecondaryRoads in Virginia". and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the w N g adjacent public roadway through construction and maintenance of a construction entrance in PROPERTY LINE CURRENT ZONING: B3 support values of the soils in the subgrade. Final pavement design shall be submitted during construction CURRENT USE: CHURCH /VACANT accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore,, and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE ..._ _.. ... - ..... PROPOSED USE: CHURCH / AUTO REPAIR SHOP 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, within the limits of the project, an employee certified by the Department of FENCELINE_��___-�� g P Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation SETBACKS REQUIRED on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE FRONT 50, 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. j REAR 15, be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE (�) SIDE 15' at the end of construction� �„ f i SIGNS: ALL 51GNAGE, BLDG. MOUNTED 4 FREESTANDING, . 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than EXISTING WATERLINE W/ TEE - ----__F__---�-- SHALL REQUIRE A PERMIT 4 COMPLY W/ ZONING one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE W 'T-T-I- OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. ON ADJOINERS AND RIGHT-OF-WAYS entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take I h�STING FIRE ��T (NO 51GHT LIGHTING PROPOSED AT TH15 TIME whatever measures are necessaryto insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity NO OUTDOOR STORAGE PROPOSED AT THIS TIME condition at all times. until an adequate design can be determined by the engineer and approved by VDOT. I EXISTING WATER VALVE ALL FUTURE UTILITIES SHALL BE PLACED UNDERGROUND. 14. " Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER ® OPEN SPACE CALCULATIONS V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut representative prior to placement and fill. Where CBR testing is required, a VDOT representative EXISTING REDUCER SITE AREA= 1.89 AC (62,326.4 SF.) sheets, and connections to existing lanes. shall be present to insure the sample obtained is representative of the location. When soil samples IMPREVIOU5 AREA= 58,9595 SF. �, PROPOSED REDUCER PERVIOUS AREA 23,366.9 5F. 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled � O as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN 15% OPEN SPACE REQUIRED= 12,34926 5F. � standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. according to all applicable VDOT standards. 23,386.9 / 82,242A a 26% OPEN SPACE PROVIDED � Z . HANDICAP RAMP (CG-12) �.. 1� „�% 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the DENOTES LOCATION OF STD VDOT PARKING CALCULATIONS ~ contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be 12 _�/pgg compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method �ANDA itAl� �u���%11 PARKING REQUIRED: 1 PER 250 SF. OFFICE O Q 04 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing PARKING REQUIRED: 3 PER SERVICE BAY 0­4 A, within plus or minus 2% of optimum moisture for the full width of any dedicated street utility verification and the proposed construction. PARKING INDICATOR WC PARKING REQUIRED: I SPACE ♦/� l-1 ~✓ 12 300 SF. OFFICE / 250 S.F.= 2 SPACES right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified INDICATES THE NUMBER OF TYPICAL PARKING SPACES E' �o 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests ,shall be submitted to VDOT prior to final VDOT approval. � ® I SERVIVE BAY 3 SPACES W � >-1 result of his construction project within or contiguous to the existing right-of-way. TEST PIT LOCATION � TOTAL PARKING REQUIRED= 5 SPACES �' W E--+ 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and TOTAL PARKING PROVIDED= 5 SPACES (INCLUDING 1 HC) must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. i U1 HANDICAP PARKING � LOADING SPACE CALCULATIONS Q', development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall o � O U meet VDOT minimum design standards and is the responsibility of the developer. INDUSTRIAL USES I PER 40,000 SF. w � 19. The developer will be responsible for the relocation of any utilities which is required as a result of his VEHICLES PER DAY COUNT 100 PROPOSED BLDG. = 4000 5F. project. The relocation should be done prior to construction. REQUIRED - I SPACE O V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement PROPOSED BUILDING ENTRANCE U markings must be installed by the developer or at VDOT's discretion, by VDOT on an account a 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected PROFFERS: in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The , w bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING STREET LIGHT i 1. s500.00 WILL BE PAID TO THE FREDERICK COUNTY TREASURER PRIOR TO THE 155UANCE OF ANY BUILDING PERMIT. engineer must be notified immediately. Q a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on 2. FREDERICK COUNTY RECYCLING COORDINATOR SHALL REVIEW AND APPROVE THE SUBJECTS BUSINNESS'S RECYCLING W w 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN -�- PROGRAM PRIOR TO THE ISSUANCE OF A FINAL OCCUPANCY PERMIT. Z at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. O 41 PROPOSED SANITARY LATERAL CLEANOUT E' 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources prior to U] proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SCARY MANHOLE IDENTIFIER 12 provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices professional engineer and results submitted to Frederick County prior to pavement construction. If a Tt may be obscured. geotechnical report has been prepared, it should supersede the requirements in this note. ti1T PI , V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical STORM DRAIN STRUCTURE IDENTIFIER 6 P j A P, VE D 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and.0 or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINEIT of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to ' in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION TRIP GENERA TION DA TA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 115 3 CLASS USE DESCRIPTION BASED ON G.F.A. TRIP RATE USE VPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. �""^ ¢ b� A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE �'�`^-,. J��"�" �,' `' ".��'` -�;;,`° ` w ' shall be notified and given the opportunity to be present during the construction and testing of i the 560 EXISTING 1908.9 S.F. BLDG. OF 1000 S.F. SUNDAY: 36.63 x 1.91 70 TRIPS z UTILITY CONTA CTS-? PG. 909 CHURCH (WEEKENDS ONLY) � control strip. ; �,. � � S�i� � EXISTING TREE �� 15' DAB �� -5 15' PINE VOL II (ITE) V21. Approval of these plans shall expire three (3) years from the date of the approval letter. "' Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. i �^ 110 AUTO BODY 4,200 S.F. BLDG. OF 1000 S.F. WEEKDAY: 6.97 x 4.2 29 TRIPS a4rs�FliNIN6VE�i�M' V22. Final location of CG-12 Curb Rams shall be determined b VDOT inspector. PROPOSED TREE rr 15' OAK 15' PINE PG. 99 PAINT SHOP Ln P.O. Box 1877 P.O. Box 2400 P Y P '_i Winchester, VA. 22604 Winchester, VA 22604 l `�1 VOL I (ITE) o (540) 868-1061 (540) 869-1111 PROFFERED COND I T I ON5 u-, Power: Allegheny Power Phone: Bell -Atlantic =3 P.O. Box 1458 I. ALLOWED U5E5 Hagerstown, MD 21741 P.O. Box 17398 The following uses shall be permitted within the "13-3" zoning on the subject property: DATE REVISION Baltimore, MD 21297 SEAL COVER SHEET 1-800-654-3317 3 (301) 954-6282 Office and storage facilities for building construction 51G 15,16 o, contractors, heavy construction contractors and special and 11 10-30-01 REV1510N5 PER COUNTY COMMENTS Project Name: trade contractors IL/I/01 REVISED AS PER COUNTY PLANNING COMMENTS TIM o" 1 V SO N Communication facilities and offices, including telephone, 48 1 � telegraph, radio, television and other communications 11/013/01 REVISED AS PER VOOT COMMENTS ALT$ "i3 Q MISS UTILITY 1-800-257-7777 Business services LO Ri Automotive repair, services and parking -75 I 11/26/01 REVISED AS PER VDOT AND COUNTY COMMENTS !' Owner: Address, Including Zip Code & Telephone No. cv Miscellaneous repair services -76 Self-service storage facilities -- FOR SIGNATURE SET SUBMISSION 48 STONEHEDGE FIRE MARSHAL S NOTE Business associations 861 TIM JOHNSON BUNKER HILL, WV z Public buildings -- II/2'3/01 REVISED PER COUNTY COMMENTS MICHAEL S. S CK El (304) 229-0972 __J Public utility distribution facilities--�(J�o2 a Fire lane markin s and si nacre: 6/3/02 REVISED PER PLANNING DEPT. COMMENTS �d "M M Business signs __ FAO L N E No. Developer: Address, Including Zip Code & Telephone No. co z Any No Parking" signs and yellow painted curb locations will be installed �, 031162 Directional signs -- SAME Cr w by field inspection at the direction of the Fire Marshall's Office. Building entrance signs -- w �sslp G SAME SAME 2. PROHIBITED USES SHEET INDEX NAL z � SAME FIRE FLOW DATA: HYD# FIRE FLOW DATA: HYD# i STATIC PRESSURE STATIC PRESSURE All other uses shall be prohibited on the portion of the subject site zoned "B-3 Engineer Certifying Plan: Address, Including Zip Code &Telephone No. = _ cm 3. IN6RE55/E6RE55 5HEET I COVER SHEET 161 WINDY HILL LANE RESIDUAL PRESSURE = RESIDUAL PRESSURE = The subject property shall have no more than one entrance on U.5. Route II. SHEET 2 SITE PLAN WINCHESTER, VA 22602 r14GREENWAY ENGINEERING cc AVAILABLE FLOW = AVAILABLE FLOW = 4. TRAN5PORTATION SHEET 3 STORM SEWER PROFILE e DETAILS (540) 662-4185 519nage, turn lanes, and widening shall be Installed as warranted and required by the Virginia Department of SHEET 4 EROSION 4 SEDIMENT CONTROL PLAN o Transportation. The owner hereby agrees to pay for said Improvements. SHEET 5 LANDSCAPE PLAN PROFESSIONAL SEAL SIGNATURE SOURCE: SOURCE: DATE+ JUNE 2002 0 5. RECYCLING PROFFER APPROVAL DATE: DATE: THESE PLANS ARE IN CONFORMANCE WITH Recycling programs will be Implemented to ensure appropriate waste reduction, disposal, and recycling of any waste or COUNTY OF FREDERICK STANDARDS AND ­7�j'Qql� `,/(^ SCALE: N/A E byproduct material. This program will be reviewed and approved by the Frederick County Recycling Coordinator prior t V to final occupancy permit ORDINANCES. ANY DEVIATION OR CHANGEi ' N IN THESE PLANS SHALL BE APPROVED BY DESIGNED BY: HANDICAPPED PARKING NOTE b. MONETARY CONTRIBUTION TO OFFSET IMPACT OF DEVELOPMENT FREDERICK COUNTY ZONING ADMINISTRATOR DATE `C° The undersigned owners of the above -described property here voluntarily proffer that In the event 1.8�l acres of the THE ZONING ADMINISTRATOR PRIOR TO g p p y y p I DLF/JT subject property, parcels no. 334AP-12 and 334A))-q3, Is approved for rezoning from Rural Areas (RA) zoning I CONSTRUCTION. district to Industrial Transition (5-3) zoning district, the undersigned will pay to the Treasurer of Frederick County, JOB N❑• 2624 " Handicapped parking spaces and aisles shall slope Virginia, at the time the initial building permit is issued for said property, the sum of five hundred dollars ($500.00) for SITE PLAN VALID FOR FIVE (5) YEARS FROM APPROVAL DATE no greater than 2% in all directions. fire and rescue services. SHEET 1 OF 5 X z cu O O (U LC7 ti O O ti LL7 O C D a] 3 Q, O d Q CV iD CV L1J cn Z Q J d CU' Z Q LLJ LLJ Z QD Z W C 0 N (U C O (n C L O 7 E Q CV CD Cll CD O D X t— z CU CD 0 CV ti N 1;i m 0 Ln 0 c D W 3 Cn 0 Q a I Q CV t0 Cv r-- W t� Z a J a CD z Cr w w z CD z w 0 1V a3 Q 1n ca 0 7) E v CU tD (U 0 SCALE: P=50' (HORZ) I"■5' (VERT) SCALE: P-50' (HORZ) P-5' (VERT) 5TM 13 TO STM 11 5TM 31 TO 5TM 30 STM 21 TO 5TM 20 5TM 12 TO 5TM 11410 r030 I PROP. PROP. 4L PIPE; GRADE I PIPE GRADE I I t TOP=621.-1Is 2� OP. It'PIPE i BADE TOP - 621."1 G O 625 625 625 625 ; � I ro25 , _ _ ._.. _ ._ .__._. .._ 625 625 i 3 _ ._ ._ _.._. __. _._ 6 2 5 -12 r , I VDOT CL, I RIPRAP �__.. VDOT CL I RIPRAP , I PROP. � P PE GRADE (_ I GL II 10.53io VDOT CL I RIPRAP 620 — — — — — — — I 620 620 ' _ 620 620 620 r' 20 ! — �020 _..,( y. _._._ .._ _ . i EX. PIPET GRADE Drip EXITING GRADE i i 100'-12" PVC 0.E,5, EX. IPE GRADE RCP CL III 0 0.50% ' (2�46-18" G P GL III 9 0 0,5 i I M � X. it 'PIPE GRADE I . _ 10-1 h 30",CP RCL 111 0.64i r015 _.,._. :... !.___._....__ r_...-._, _._....i. - __.,.. 615 615 I 615 615 f 615 ro15 34' 3011 RCP CL III OBe% 615 73 LU O CinIL Z i O F _ tu y t x L. 610 �._ _— _' _._I ....° —_ '_._ _. 610 610 610 610 " 0) l010 (010 ?— 610 12)0 _ W w ``� ! ax _� W (U 1 (P i R ( — �W.. i �IU— is 7 z Ila z w , mZZ ; } ®z e°It } e}- }} If } z 'B+50 10 0 10+50 11+00 11+60 12+00 12+50 13+00 9+50 10+00 10+50 11+00 S+50 10+00 10+50 9+50 10+00 10450 11+00 11+50 INV OUT= 61131 (30" OUT) INV IN= roll.4-1 (30" IN FROM 12) INV IN = 0171.90 (15" IN FROM 13) /"&, /— seessess ! res Is liai ■sesesses -- Is mm ... MMM SECTION B—B BRICK CONCRETE OR CONCRETE BLOCK Sheet 1 of 5 HALF PLAN VIEW HALF SECTION A —A (ttfnt nWX AND OWIIt RD"W) BRICK CONCRETE TABLE OF QUANTITIES e DEPTH BRICK MANHOLE C N R a. 0,785 1.6" 0.9 0.785 1.961 7 1.00 785 9 1.4 0.785 2.747 12 2.2 0.970 3.a17 13 2.5 4,179 14 2.8 0.970 4.541 15 3.1 0.970 4.903 1s 3.4 0.97 5.265 4.0 0.45 • Quantties shown are far manhol. .0—A plops, 7h. amount dbploced talon Ws ganiRW. I. ab- A base teakneee of 9- .o. n■.d In aompWq ocnaets quantities, tlroremeds to be added for each additional root of depth. Ibterlh maybe bdck, oancnt. or approved aorcMe nanhoY blck If black. are used the minimum t i.k— at some I. to be 5•. Other tldolrhse•es are to a.*— to eas Mllrese shown for oorwrete. MANHOLE FOR 12"-48"PIPE CULVERTS« VIRGINw DEPARTMENT of 302 106.01 TRANSPORTATION (D C .L Install 12" of 21—B C ca) behind curb and cover _ with 3" of topsoil and (Match grade) grade) grass seed CG-7 See Entrance 12' Existing col � Pavement Section Taper lane 0 C Above o ;n VDOT Field Inspector ++lc�i will approve CC-11 entrance before construction Half Typical Section of Entrance Not to Scale ROUTE 11 T,4FEi;R PAVEMENT DESIGN EXISTING PAVEMENT IS TO BE MATCHED SO LONG AS IT MEETS THE MINIMUM PAVEMENT DESIGN FOR AADT OF4,218. 501L TEST RESULTS OF THE 5UBGRADE MUST BE SUBMITTED TO DESIGN ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION, _--(T----- _ XK street approach same (rodkre to be as A surfacing as nheidee eh— an plans) (Rod- to be w \ C �,dlol L JA curb and ,Wit.. n ana.n on plan,) I L•J , �/ s I e 6- Class A7 (H j:S Ercpantlon ----A Evansion Joint I SECTION C-C Not. Width '8• 2•-0• or as uaiees road.q shown on "icd esoao', PLAN VIEW Construct Grod• cho ges with a pwnbolw curve. 10' Paraeoca Curve d rho are Dptlyd Flow "se I'm' When Std. i l is used le esbancw built Slaps inaps wh With voar w•i•n- 1'rare an Maine.esr ft."" the Chef rob eroei•9: Slope ten" Il Ndreie pavenwd .hall be a.,.b—t•d �� to the R/IY Pre tIp p •av�ed• 40' ism. far Street camn.atlon .tmkn In re io rnitt p—Ad ch ban 20' D•afrcbM for Canurrraial Ent, the emba«ntrance.) h bon a omRted In 5' son. SECTION A - A • ter o cure I not a oM gutter ehdl not b. corh.truated and beyond the R/W ire O."t for replea—r l parp—. When used In oonjunotion with standard Guidelines for Grade Change D CO-3 der 00-7. the barb lab. on the Standard is to odjustw to matt* to man"* are wrWped— �n mtrmwyokrrh. sQ�¢_ Vmdnh W¢n (hare than 1500 WO) 0 I 3 ; See Standard 00-12 for Curb Romp design to be used with tide Standard. fMdWn '300-15W WD) ! 3 i 0 >< When the emrona. mdi can rhot aoconn+odob Me lumireyui—ft a ontioipoled hewy se Loe (Iflan 500 VPD) i a 7i a >< truck tr;X. consideration should be ghen to m,rwm,g the depth of odjoownt proposed eide.ak to 7 iohse. I Optlyd flowens may be used for •nxrarlw. in aut s.Wons. Optlad fwA- may r *'- wupkg at a portion of putter to prsokde pan" of ..ter. ItUTREWX METHOD OF TREATMENT— CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES 20308 MONK 0~11,I1M OF TRANSP09TA71ON 2' R �1• R 1': e ' 44 ;. ... .a e •: . '4 , A The bottom of the curb and gutter may be aarsbuobad pordisi to the *lop* of subboss 7' 2'-0_ corset provided a minimum, This area may be conch* Depth of 7' is maintained. of the option o/ the controcbr, For use Wth • abilibod open -graded hair." bi'e• the bottom of the ourb and gutter abd be conehucted parallel to he slope of subbase T Th.cubY W used uilll pnr d••ign speed tours and tp the depth f the but i. required when design •peed u than 40 MPH on Rural highway and 45 kPH Whtei combination mountable curb and gutter u pavement. In developed urborn at suburban arson. used. the Standard Ent— Guttes or Standard Connection for Street litter—Hil its are to haw Note: Cornbinalion orb der gutter haling a radius to mountable dub configuration k—poroted. of 300' or lose (dog tote of cub) sholl be paid for as rodid combination curb R When this standard is to bs tied into •� border cub. the Vmsition is to be mud• 10' or the charge in sto dorde node at regular This Hem may be pr-ont o< cant in piaos. .. opening- Cararste to be (lass A3 N coat In pfaw. 4000 PSI it pr•oost. COMBINATION 4" CURB & GUTTER 201. .lot. A.w+t 30 19" VIRGINIA DEPARTMENT OF TRANSPORTATION I'X4'X4'-8' SLATS, 2-FINISH NAIL AT TOP AND DOTTOM 2•X4'X4' BEAMS. TOE NAIL TO f 4'X4'X8' "T6 126'/` 4-0e L LL�� NOTES: I. PRE5ERVATIVE $TAN ON ALL WOOD. " COLC R TO MATCH THAT OF BLDG. , 0 2. FNIE�,IED SIDE OF FENCE SHALL FACE I n ADJOINNG PROPERTY, IF APPLICABLE. COWPA-7W GRAVEL WOOD FENCE DETAIL FOR DUMPSTER ENCL050RE NOT TO 6CALE FO r • -••• AND BRIDGE 5TANDARDS• u o• as .COMPACTED - -•r . TO - OPTIMLIM M016TURE CONTENT,r• -METHOD) TRr45N DUMPSTER EAD (NOT TO SCALE) ON -SITE PAVEMENT SEGTION NOT TO SCALE 2" SM-1215A _5UWACE COURSE •�•- •r• •�•• •r• •� •�•- •r- •� •� •� •I811 6UB5A6Er • r GR-215 • r — —•r • —• r • - r AT - r•METHOD) PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 6, SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNE65 PRIOR TO CONSTRUCTION. PVMT5ECT Z W W Z Z WCQ o CD � Lr) -4 It Q °' itC\j >~ CQ 00 ' � In Z�> x of0) �N W -0� W cu cu OO �Lo In •--1 ems' � W art rh rn ^ " $, a) o tic W U] � Z W N W W W O O O v z p U U r~ LLI � OU C1 y } } z w (Y (Y W Z a Q W W Q O O O � CL OC UC (L 0 n LTH L M HAEL S. LEY Off, LIC RSE No. �SSIDNAL 031162 ,1 1 E- Qi F--f W Q I� z E E-4 Z �0 o� 073 U)�D �O � Z r�rTT O W DATE: JUNE 2002 SCALE: AS SHOWN DESIGNED BY: DLF/JT JOB NO. 2624 SHEET 3 OF 5 z CU CD CD CU cu CU 6i Cn ti LC) O c TD W 3 Cn a1 v CU LD CU i F- LLJ L17 Z d I C1. U` z Cr Lu LLJ z H Z w i Cn c 0 N CD Cr C O cn 0 E ti v Cll LD n1 cn a� 0 Tom UJ 0) LU Z • 0 s L RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RE5PONSIBLE LAND DISTURBER 15 THE PARTY RESPONSIBLE FOR GARRYINC-2 OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THESE PLANS. EROSION/SEDIMENT CONTROL LEGEND NO, KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3J05 SF X X X SILT FENCE 3ZI IP ® STORM DRAIN INLET PROTECTION 3.00 CIP ® CULVERT INLET PROTECTION ® CULVERT OUTLET PROTECTION 3.18 OP ® OUTLET PROTECTION * 3.32 PS PERMANENT SEEDING La. lfio FEET • 3.35 TP 0 0 0 TREE PROTECTION 2 = '"� DRAINAGE DIVIDE r, �` �►I s LIMITS OF CLEARING t GRADING , RI+GHHT- -DIVERSION ' S •_ ... ` La. lit SET ✓ NOEL ___� nr-ii- _�..,..- ......�.�.:...._ .... .a mm+x ,,.�sa�r.'�.>„e.� .:s �....,.�..:....be... .'.': :.� ... , .�.K.-:�,...,....>,.-.,..'.u•m..�«...,....,,.»».�.....a.-: .. ....,,,- � - ......»s., `'" � r SH RACK „y r I. PS RUlD _ _ I ACTIVE , y DER /! r pr I ? L * • /, ,q gym, u GIP I I : 4 zl .,� k B .± i i �I h v , _ } _.. lip _ U.E i:: LU - UQ Q TOPSOi LSTOCKPILE LOGATION -- Z CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I _ ;1 lit FLOW III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH, 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PIdTE. 3.05-1 1"ood t Tyao TH15 %cakr'IEET 15 FOR EROSION AND SEDIMENT CONTROL ONLY! STONE CONSTRUCTION ENTRANCE EXISTING 70' MIN. A FILTER CLOTH- 6- MIN. 1 , I SIDE ELEVATION 12' MIN. 70' MIN. 6 r WASHRACK 10' MM. EXISTING PAVEMENT 5:1 •uouNt+seE eE M (OPTIONAL) L- VDOT /I I I -POSITIVE DRAINAGE 0' MIN. COURSE AGGREGATE B TO SEDIMENT I TRAPPING DEVICE • AI EXTEND Fuu WIDTH OF /N.RESS MO EGRESS PLAN VIEW OPERATION SECTION A -A REINFORCED CONCRETE J DRAIN SPACE SECTION B-B SOURCE AWTO from 198J Alaryland Standards for Soil erosion and Sediment Control, and Va. DSWC Plate J02-1 SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT Flow OPTIONAL STONE COMBINATION 1.0' I 1.5' Imo-► .��I FLOW 2.5' zVDOT J3, #357, #5, 056 OR #57 COARSE AGGREGATE `-CLASS I RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT ,REA WITH NO DEFINED 'HANNEL L a 0 % d SECTION A -A FILTER CLOTH KEY IN 8'-9 RECOMMENDED FOR ENTIRE PERIMETER I ado (MIN.) PIPE OUTLET TO WELL DEFINED CHANNEL PLAN VIEW 1"W 1 L a 0 d SECTION A -A FILTER CLOTH KEY IN 9'-9'; RECOMMENDED FOR ENTIRE PERIMETER NOTES: 1. APRON LINING MAY BE RIFRAP, GROUTED RIPRAP, GABION BASKET, OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED USING PLATES 3.18-3 AND 3.18-4. 3. d - 1.5 TR ES THE MAXIMUM STONE DIAMETER, BUT NOT LESS THAN 6 INCHES. Source: Va. DSWC Plate 3.18-1 0 Z EROSION AND SEDIMENT GONTROL. NARRATIVE W Description: This project proposes the construction of a new automotive painting facility. W This project includes the construction of the 4,200 sf building and its associated improvements. Existing site conditions: The I acre area to be disturbed under this plan is currently vacant land that lies behind the existing church building. The site currently does not drain overland in some areas. The property is open grassland with a few trees along the perimeter. Adjacent areas: This project is bounded by vacant M-2 zoned land to the north, Interstate bl W C", to the west, Route II to the east and RA zoned residences to the south. 0 � CQ 00 Soils information: Soils information: The existing soils found on -site are Oaklert Silt Loam (32B) I and Frederic k-PopIimento Loam 06B). These soils have a yellow -brown clay component. '� •- 01 CO Q Grltical areas: Griticol areas on this site reside in the low lying areas currently trapping cc In ao stormwater runoff. These areas will need to be forced to drain toward the roadside ditch > > co providing for the stormv4oter runoff from this property. A Swale will be cut along the northern Z x LO C\2 property boundary draining the storm water management area toward Route 11. Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site W °' a Lo shall be achieved by inlstalling the following. 1. Construction entrance. Lo 2. Tree protection put into place around large shade tree adjacent 5WM pond. 3. Rigqht-of-way diversion and 5WM pond construction 4. Sirs fence. 5. Gheck dams. s. r~ 6. Culvert Inlet protection (rip -rap check dam option)8 Outlet protection. 1111117Q) y, 7. Soil stabilization through permanent seeding. y Permanent stabilization: Once construction is complete, all disturbed areas not built upon w or paved shall be covered with a minimum of four (4) inches of topsoil. Fertilizer, seeding and a blanket of straws shall be applied to the topsoil. r Stormwater management: A stormwater management pond is proposed for this project. The pond is to be excavated at the onset of the construction. Storm sewer proposed 0 z W for this project is to be constructed as soon as possible. No current Stormwater adequate z w � outfoll exists for portions of the site. The storm sewer and stormwater management must therefore T �,.. be in place prior to completion of the proposed building pad. U Maintenance Program: The erosion and sediment control measures installed on the site z 0 O shall be maintained by performing the following. z p I. The site superintendent shall inspect all erosion and sediment control devices after each �3 M rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be > 0 Z LIB repaired or improved immediately. W Z 2 The site superintendent shall inspect daily the areas construction activity to insure (x tU Q erosion control effectiveness. Additional measures shall be installed immediately where deficiencies are found. 3. Permanent erosion control measures include the installation of rip rap at storm sewer w outfalls and the establishment of grass on exposed surfaces disturbed in the construction `n process. > W [Y lK Erosion and sediment control program I. Hold pre construction meeting on site. 0 2. Install construction entrance. 3. Gleor and grub the areas necessary for installation of the silt fence and diversion dyke. Q 4. Excavate and grade site as needed for installation of stormwater management ponds and outfoll pipes. 5. Grade the site, install the remaining utilities and inlet/outlet protection. 6. Fine grade and install the surface gravel. Temporary soil stabilization shall be applied to ALTH 0 all disturbed areas within 14 days if the area is to remain dormant for more than 21 days. Apply soil stabilization matting immediately upon completion of grading. 7. After approval by the inspector, remove the temporary control devices and stabilize the I , areas disturbed during removal. 16AEL S. Y I� Note: Frederick Gounty and \/DOT retain the right to add and/or modify these erosion � LIC NSE No. and sediment control measures during the construction process, within reason, to ensure Off, 031162 �. adequate protection to the public and the environment. SIONAL Seeding schedule (soil stabilization): 1. Spread topsoil at o minimum depth of four (4) inches. 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of Q2 lbs. per 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (1,000 Ibs per acre). 4. Seed all areas with a seed mix consisting of (97% Kentucky 31 Tall Fescue and 55% Red Top Glover, and o rate of 225 Ibs per acre. 5. Mulch all seeded areas with straw mulch applied of a rate of 3,500 Ibs per acre, anchored with cutback or emulsified asphalt applied of a rate of 200 gallons per acre. Seeding Seed shall be evenly applied with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no More than one Inch deep. Grasses and legumes shall be planted with no less than 1/4' soli cover. DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING PROPOSED GRADING too ft 11r 09 MIN N. 5' 'lr odso +ny�l► WHERE DRIPLINE �. IS LESS THAN 5' w r� CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 W E E- Z ~ 0 Q� l ao = W 0 V)�D NO W Q O Z �O F-i-1 � W DATE: JUNE 2002 SCALE: 1" = 30' DESIGNED BY: DLF FILE NO. 2624 SHEET 4 OF 5 4 1'x4'x4'-8' 8LAT6, 2-FIN18H NAIL AT L25- 1,� _r K 0 A V 0 1 �t I NOTE& I. PRESERVATIVE STAIN ON ALL WOOD. COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF PENCE SHALL FACE ;N ADJOINIW3 PROPERTY, IF APPLICABLE. COMPACTED GRAVEL WOOD FENCE DETAIL FOR 50TP F-)U1" IP5TER ENCLOSURE AND PERIMETER FENCING r�_W-M_4 SET TREE LEVEL AND PLUMB --STRAIGHTEN AFTER SETTLEMENT F REQUIRED. SET TREE UNTW TOP 1/6 OF ROM BALL ABOVE FINI-144M GRADE ENCASE UAPM AROUND TIa*4CK IN BLACK R1.155EIR WOW. 5ECUFM AT HEIGHT ABOVE FINISHED GRADE EQUAL TO 1/3-1/2 OF TREE REMOVE TOP 1/3 OF BURLAP AND CUT ROPE A.1,11011OR RgTiOVE WIRE BASKET MWOMM DALL UqRE 012 GAUGE 2" DOUBLE SHREDDED "4;VWOC) 3" 601L SAUCER 3 STAKES BAC07ILL LIGHTLY COMPACTED SETTLWr. 1*I TYPICAL PLANTING DETAIL-- EVERGREEN TREES (NOT TO SCALE) MOBIER H06E GUY URE M2 GA" TRAM WRAP WITH 60% OVERLAP FLAGGW3 TAPE ON EACH U011 2' DOUBLE 6WREVVED HARDWOOD MILC4-1/3' SAUCER PLACE TOP 1/9"OF ROOTBALL ABOVE FINISH GRADE 3 STAKES BACK14LL ROOTIBALL-REMOVE TOP 1/3 OF BURLAP AND CUT MORE AND/OR PAR10VE UPW BASKET FROM MALL LU"TLY COMPACTED 8ETTLW3 MOUND TYPICAL PLANTING DETAIL-- TREES OVER 2-1/2" CALIPER TAM NX TO &:ALE) 33 - etA))- ea. 5RANDT DARIEN R_ USE: RESIDENTIAL "The Frederick County Planning Commission approved a waiver to the buffer and screening requirement For parcel 33-((A))-93 on September 4, 2002. This waiver enables the property owner to delay the implementation of the required Category C buffer and Screen until such time as parcel is developed to enable a 53 Zoning District permitted land use. A Site plan meeting all requirements of the Code of Frederick County shall be Submitted to the County For approval when a permitted 53 Zoning District is proposed to be developed on parcel 33-A-93," TYPICAL BUFFER YARD PLANTING DETAIL White Fine Red Maple '-- (o' Board on Board Fence 33-((A))-9I MANUAL DEPAVEN USE: VACANT ZONING: M-2 andscaoe Recuirements Parking Perimeter: I Shade Tree For Every 40' 59'/40' = 2 Trees Required (2 Trees Provided) Farkine Interior: I Shade Tree For Every 10 Spaces 5/10 - I Tree Required (I Tree Provided) Green Space Caculations: 551. Interior Parking Green Space Required 1,01a 5.F. x .05 = 53.9 6F. Required Ila3 5P. Provided (11%) Category "C" Screening: Full Landscape Screen Required, 5-3 zoning adjacent to RA zoning -3 Plants per 10 Linear Feet At Least 4' In Height, Intended To Reach (o' Height At Maturity Required -Three species Of Plants, With The Majority Being Evergreens And At Least 1/3 Being Deciduous Required -ro' High Opaque Barrier Required -590' Buffer Length -3 Trees/10 LF=1-11 Trees Provided Screening: -1-11 Trees (513 Deciduous) -ro' Board an Board Fence LU Uj LU 00 C\1 C\1 62 00 (D > C\2 CQ LiJ Q) rQ) LU 9 0 EQ) x <4 5�� 10 V) W 00 Q) 0 %waft d) (1) Z Z Z I_ 6 I­ Z UJ W r Tv' eE_ $RIEN10,1111 u- 0 LU 1U (N b (L C L cr) > A 8 8 6: LU W 1U (L iU W dwi 10' LANDS A. > BUFFER E&MT. I l� i � O � N 12 4JRD ON TH FENCE ICHAEL S. y '�__ 0 �i _A_ 031162 ONAL CLEA11104 4 GRAPHO KEY BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY aAcer rubrum Red Maple 2" CAL, 5 Ci Tilia cordata Linden 2" CAL. 3 Finus strobus White Fine (o' HT. 59 Pinus ni!@ra Austrian Fine ro' HT. 59 NOTE. White and Austrian Pines are to be alternated equally in buffer yard screening. 5GALE: I" = 25' E_ Z E— � O C0 > Z wE "r IZI. 0P4 o U) �D �o Fmi 041 E_ M Ion., 111=04rvu * SCALE: 1" = 25' DESIGNED BY: DLF/JT FILE NO. 2624 SHEET 5 OF 5 J 0 0 0 ry Nr m Q 00 0 Rl 0 z m cn c� v ry LO CV / w U) z a J d LD Ir H w w z LD z w / 0 N a) C 0 u, c t 0 8 rY i v CU (o cv / cn CD a 0 D -_ GENERAL NOTES VDOT CENERAL NOTES LEGEND VICINITY MAP C3 Z V1. All work on this project shall conform to the latest editions of the Virginia Department of 1. Methods and materials used in the construction of the improvements herein shall conform to the current Transportation VDOT Road and Bridge Specifications and Standards, the Virginia Erosion and P ( ) g P g EXISTING INTERMEDIATE CONTOUR 33 " SCALE 1 =000 Count construction standards and specifications and/or current VDOT standards and specifications. q p / P Sediment Control Regulations and any other state, federal or local regulations applicable. In the event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR 330 f r : ' tiff �, (",�"�. '�,>% W 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. g PROPOSED CONTOUR 40 r z 'n 1 ti �► i'' � t � 1 ) ,�i � � � � � W must be provided prior to issuance of the site development permit. The approval of these plans in no way r� f �o ;f y relieves the developer or his agent of the responsibilities contained in the Virginia Erosion and Sediment V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and EX E/P RUSTING EDGE OF PAVEMENT i, `) fl ;4 �'� %}' ° r .: t. Z Control Handbook. Health Administration and VOSH Rules and Regulations. PROP �,''.' e Lr+r ,. M a"' - . • • .7;�1 " r' 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation V3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall PROPOSED EDGE OF PAVEMENT EX G46 i'a n {,' ►s+a I `' / i i VDOT and Frederick Count prior to construction in existing State right-of-way. (VDOT) y P g be in accordance with the current edition of VDOT's work area protection manual. Furthermore, all EXISTING CURB AND GUTTERit, Z 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is traffic control flaggers must be certified in accordance with the latest edition of the VDOT Road and PR❑P C&G i " -� l �r v , y` . W cu required under State law. Bridge Specifications, Section 104.04-C. PROPOSED CURB AND GUTTER ; , - • , .� r, ,1. o "D in 5. The exact location of all guard rails will be determined by VDOT personnel. "A joint inspection will be held V4. The developer shall be responsible for relocating, at his expense, an and all utilities, including y g / L°wj (�r7'�J �7'�)P.n TRANSITION FROM CG-6 TO CG-6R --� i ,, ? j j% ` ° ►�� ') ;. ,--� P l -� r ti ��. �- ' (11 OD with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation P y P P g P P traffic signal poles, junction boxes, controllers, etc. owned by VDOT or private utility company. It is the the developer to locate identify facilities items, EXISTING TELEPHONE LINE - �( y ,µ ;; i� --� ' f •L` 6 `. . � . . ar `�1. ' s d 1 (VDOT) to determine if and where rail and/of ditches will be needed. The developer will be sole responsibility of and utility or which may j :. . _ - �.A 0) C00 .� guard paved be in conflict with the proposed construction activity. VDOT approval of these plans does not ��, i .: N responsible for providing guardrail and paved ditches as determined b this joint inspection." Refer to P P g g P y j P relieve the developer of this responsibility.}�� PROPOSED TELEPHONE LINE T T ,p; .. r ; i � �"� Lin l Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15'" RGP EXISTING STORM SEWER �� "y ��� ' �-- � �.,. � '� - ` ! .; a • „ ' ' �1a,y •a > o Z cu 6. Ana roved set of and all applicable must be available at the construction site. Also, a V5. Design features relating to field construction, regulations, and control or safety of traffic may ��� -�- PROP. 15 RGP `` I :. ,� „ ; rM i ` = un N plans permits PP P PP P be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of > • Vie. It J ti r o• ;r t . '` �. j " ( a) �, representative of the developer must be available at all times. P P any field revision will be the responsibility of the developer. PROPOSED STORM SE9YER I - �) t .. +� l N o 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT EXISTING SANITARY SEWER 0 Dt C a10 m Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION , , U °i 3 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. If required by the local VDOT Residency Office, a pre -construction conference must be arranged EXISTING ELECTRIC SERVICE -{' embankment. and held by the engineer and/or developer with the attendance of the contractor, various County , f' ARGEL IDENTIFICATION NO. 33-((A))-92,93 N. 0, LA 9. All pavement sections on the approved plans are minimum sections to be utilized when the actual California agencies, utility companies and VDOT prior to initiation of work. PROPOSED ELECTRIC SERVICE STREET ADDRESS: 4489 MARTINSBURG PIKE L L 0 Bearing Ratio (CBR) of the pavement subgrade is 6 or more. Soils tests of the subgrade shall be performed V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for EXISTING GAS LINETOTAL AREA: 52,325.4 SF. 0 u°i, o> for actual determination of required pavement thickness prior to placement. All final pavement and base any undetermined length of time. VDOT will also require 48 hours notice for any inspection. PROJECT AREA: 43598 S.F. > course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for St.bdivision and PROPOSED GAS LINE G G DISTURBED AREA: 43S98 S.F. w Secondary Roads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true V9. The contractor will be responsible for maintaining adequate access to the project from the CURRENT ZONING: 53 cam, support values of the soils in the subgrade. Final pavement design shall be submitted during construction adjacent pi t ti t h construction and maintenance of a through construction entrance n public roadway g PROPERTY LINE CURRENT USE: CHURCH /VACANT accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE - ... � .. - ... PROPOSED USE: CHURCH / AUTO REPAIR SLOP 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated Developer shall have, Department of the De ee certified b an employee within the limits of the project, yy p Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCELINE X---3`--X---y--- SETBACKS REQUIRED on the plans and as required at the field inspection. control devices and measures for proper installation and deficiencies immediately after each rainfall, EXISTING POWER POLE] FRONT 50' 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The shall pipe at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. REAR 15' be minimum 6" diameter and conform to VDOT standard SB-1. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and EXISTING TELEPHONE POLE 'U SIDE 15, 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. EXISTING WATERLINE W TEE SIGNS: ALL SIGNAGE, BLDG. MOUNTED t FREESTANDING, SHALL REQUIRE A PERMIT t COMPLY W/ ZONING one litter receptacle shall be provided at the construction site. V11. All water and sewer lines within existing or proposed VDOT right-of-way are to have minimum PROPOSED WATERLINE W/ TEE OUTDOOR LIGHTING: ALL LIGHTING SHALL BE SHIELDED TO PREVENT GLARE 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to 36" cover and, when possible, to be installed under roadway drainage facilities. ON ADJOINERS AND RIGHT-OF-WAYS entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take I•MMG FIRE HYDRANT (NO SIGHT LIGHTING PROPOSED AT THIS TIME ) T whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free V12. Any unusual subsurface conditions encountered during the course of construction shall be NO OUTDOOR STORAGE PROPOSED AT THIS TIME condition at all times. immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity EXISTING WATER VALVE ALL FUTURE UTILITIES SHALL BE PLACED UNDERGROUND. until an adequate design can be determined by the engineer and approved by VDOT. 14. • Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary PROPOSED WATER METER® OPEN SPACE CALCULATIONS sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR testing is required, a VDOT representative E}IISTIldG REDUCER SITE AREA= 189 AC 182,328.4 SF.) sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER IMPREVIOUS AREA= 58,959.E SF, 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current are submitted to private laboratories for testing, the samples shall be clearly identified and labeled PERVIOUS AREA■ 23,368.9 S.F. U standards and specifications of Frederick County and/or the Frederick County Sanitation Authority. as belonging to a project which will be accepted by VDOT and that testing shall be conducted STOP SIGN 15% OPEN SPACE REQUIRED- 12,34926 S.F. according to all applicable VDOT standards. HANDICAP RAMP (CG-12) :.-�..��/ 23,386.9 / 82,242A = 28% OPEN SPACE PROVIDED � Z 16. The location of existing utilities shown in these plans are taken from existing records. It shall. be the DENOTES LOCATION OF STD VDOT ~" ✓ PARKING CALCULATIONS U.1 r contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be �2p� 0 d� �N 1`00 % wAIIDARD REQUIRED: 1 PER 250 S.F. OFFICE '-' Q 04 prior to construction. The contractor shall inform the engineer of any conflicts arising from his existing compacted in 6" lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method 1 PARKING PARKING REQUIRED: 3 PER SERVICE BAY O �--' utility verification and the proposed construction. A, within plus or minus 29� of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT Inspector, density tests performed by a qualified PARKING INDICATOR 12 INDICATES THE WC PARKING REQUIRED: 1 SPACE � N �^ � 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a independent agency shall be conducted as required in the VDOT Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT to final VDOT NUMBER OF TYPICAL PARKING SPACES 300 S.F.OFFICE / 250 S.F.= 2 SPACES 1 5ERVIVE BAY - 3 SPACES W �-+ W Z result of his construction project within or contiguous to the existing right-of-way. prior approval. TEST PIT LOCATION ® TOTAL PARKING REQUIRED= 5 SPACES x (sa 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V15. VDOT Standard CD and UD under -drains shall be installed where indicated on these plans and TOTAL PARKING PROVIDED= 5 SPACES (INCLUDING i WC) U) E­4 Z m: W �D must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site further where determined necessary by VDOT Inspector. HANDICAP PARKING ,�; LOADING SPACE CALCULATIONS (Y, ® development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall � INDUSTRIAL USES 1 PER 40,000 SF. � W Q; U 19. The developer will be responsible for the relocation of an utilities which is required as a res•_^+t of his P P y q meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 100 PROPOSED BLDG. = 4000 SF. 73 project. The relocation should be done prior to construction. V17. Prior to acceptance b VDOT of an streets, an required street si na a and/or pavement P y y y q g g / P PROPOSED BUILDING ENTRANCE REQUIRED I SPACE � U 20. These plans identify the location of all known gravesites. Gravesites shown on this plan will be protected markings must be installed by the developer or at VDOT's discretion, by VDOT on an account PROFFERS, in accordance with state law. In the event gravesites are discovered during construction, the owner and receivable basis. Stop signs shall be thirty (30) inches tall with high intensity sheeting. The J W engineer must be notified immediately. bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed EXISTING LIGHT 1. $5fd0" WILL BE PAID TO THE FREDERICK COUNTY TREASURER PRIOR TO THE ISSUANCE OF ANY BUILDING PER 111T. a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on 2. FREDERICK COUNTY RECYCLING iCOORDINATOR SHALL REVIEW AND APPROVE THE SUBJECTS BUSINNES5'5 RECYCLING Z WW 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering VDOT's approved list. A copy of this list may be obtained from the District Material Section. PROPOSED STREET NAME SIGN -�- PROGRAM PRIOR TO THE ISSUANCE OF A FINAL OCCUPA�lCY PERMIT. � W at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. Contact the local VDOT Residency Office with any questions regarding sign material and placement. PROPOSED SANITARY LATERAL CLEANOUT 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard V18. The developer must provide to the local VDOT office a list of all material sources P P prior to proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered construction. Copies of all invoices for materials within any dedicated street right-of-way must be SANITARY MANHOLE IDENTIFIER professional engineer and results submitted to Frederick County prior to pavement construction. If a provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices `F-R4Y+,i_ SIT5 PLAN geotechnical report has been prepared, it should supersede the requirements in this note. may be obscured. STORM DRAIN STRUCTURE IDENTIFIER O6 FP R 0 V E' D V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating spreader. Density will be determined using the density control strip as specified in VDOT's Road and or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement Bridge Specifications -Section 304 and VTM-10. A certified compaction technician shall perform these EASEMENT LINE - ----- -------- z5. of excavation or demolition. Names and telephone numbers of the and operators underground utility lines tests. A certified copy of the test results shall be provided to the Residency Office. In additions to in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. checking stone depths, a VDOT representative shall be notified and given the opportunity to be CENTERLINE present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 1 0 TRIP GENERATION DATA V20. Asphalt concrete pavement shall be placed in accordance with the latest edition of VDOT's Road + LU and Bridge Specifications -Section 315. Density will be determined using the density control strip as PROPOSED SPOT ELEVATION 715 3 o 0 CLASS USE DESCRIPTION BASED ON G.F.A. TRIP RATE USE VPD specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. o w - A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE �, w UTILITY CONTACTS shall be notified and given the opportunity to be present during the construction and testing of the �.._� ,� ' 560 PG. 909 EXISTING CHURCH 1908.9 S.F. BLDG. OF 1000 S.F. SUNDAY: 36.63 x 1.91 ONLY) 70 TRIPS o z control strip. t' � - � �' '�>> (WEEKENDS �a z V21. Approval of these plans shall expire three (3) years from the date of the approval letter. EXISTING TREE � �'' 5' VOL II ITE Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. P.O. Box 1877 P.O. Box 2400 V22. Final location of CG-12 Curb Ramps shall be determined by VDOT inspector. r.. PROPOSED TREE `�, 15' OAK 15' PIi`>E 110 PG. 99 VOL I (ITE) AUTO BODY PAINT SHOP 4,200 S.F. BLDG. OF 1000 S.F. WEEKDAY: 6.97 x 4.2 29 TRIPS Winchester, VA. 22604 Winchester, VA 22604 C (540) 868-1061 (540) 869-1111 PROFFERED CONDITIONS Power: Allegheny Power Phone: Bell -Atlantic P.O. Box 1458 P.O. Box 17.?�,.98 Hagerstown, MD 21741 I. ED USES folio B The following uses shall be permitted within the "-3" zoning on the subject property: �° �� � Rf;'SI® SEAL COVER SHEET Baltimore, 1dD 21297 1-800-654-3317 (301) 954-6262 Office and storage facilities for building construction 510 15,16 Project Name: contractors, heavy construction contractors and special and 1-7ro 10-30-01 REVISIONS PER COUNTY COMMENTS 1 trade contractors Communication facilities and offices, including telephone, 48 TIM JOHNSON 11/1/01 REVISED AS PER COUNTY PLANNING COMMENTS IVOS/01 REVISED AS PER VDOT COMMENTS telegraph, radio, television and other communicatlons T 0 MISS UTILITY 1-800-25''r'-7777 Business services 73 11/26/01 REVISED AS PER VDOT AND COUNTY COMMENTS Owner: Address, Including Zip Code & Telephone No. Automotive repair, services and parking 75 Miscellaneous repair services 76 FIRE MARSHAL S NOTE Self-service storage facilities -- 861 FOR SIGNATURE SET SUBMISSION 48 STONEHEDGE TIM JOHNSON BUNKER HILL, WV 11/2c3/01 REVISED PER COUNTY COMMENTS Public bul ding5lations Public ut)Ilty distribution facilities -- MICHAE S. Y l D ho. (304) 229-097 2 Fire lane markings and signage: Ll Developer: Address, Including Zip Code & Telephone No. Any "No Parking" signs and yellow painted curb locations will be installed Business signs -- Directional signs __ O 031162 by field inspection at the direction of the Fire Marshall's Office. Building entrance signs --`r SAME Y SHEET INDEX NAL jp SAME SAME SAME FIRE FLOW DATA: HYD# FIRE FLOW DATA: -HYD# 2. PROHIBITED USE5 All other uses shall be prohibited on the portion of the subject site zoned "B-3". Engineer Certifying Plan: Address, Including Zip Code & Telephone No. STATIC PRESSURE = STATIC PRESSURE = 3. INGRE55/EGRE55 SHEET I COVER SHEET 151 WINDY HILL. I.ADTE RESIDUAL PRESSURE = RESIDUAL PRESSURE = The subject property shall have no more than one entrance on U.S. Route 11. SHEET 2 SITE PLAN WINCHESTER, VA 22602 AVAILABLE FLOW = AVAILABLE FLOW = 4. TRANSPORTATION SHEET 3 STORM SEWER PROFILE 4 DETAILS GREENWAY ENGINEERING (540) 662-4185 Signage, turn lanes, and widening shall be Installed as warranted and required by the Virginia Department of SHEET 4 EROSION 3 SEDIMENT CONTROL PLAN DATEi ❑CT❑BER 2001 Transportation. The ow owner hereby agrees to pay for sold improvements. SHEET 5 LANDSCAPE PLAN PROFESSIONAL SEAL &SIGNATURE SOURCE: SOURCE: _ APPROVAL DATE: DATE: 5. REGYGLINCG PROFFER Recycling programs w111 be Implemented to ensure appropriate waste reduction, disposal, and recycling of any waste or byproduct material. This program wlll be reviewed and approved by the Frederick County Recycling Coordinator prior THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS Al?D SCALE, N/A to final occupancy permit ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY DTEaT.�4�_n �� DT AATATTAT('� Y�'plvr DATE' DESIGNED BY, HANDICAPPED PARKING NOTE 6. MONETARY CONTRIBUTION TO OFFSET IMPACT OF DEVELOPMENT The the -described hereby that the 1.84 THE ZONING ADMINISTRATOR PRIOR TO """ �' `.�..• o= `ZON IN& AbMJ &J4 S a A3` R undersigned owners of above property voluntarily proffer In event acres of the 0 DLF/JT subject property, parcels no. 334(AP-412 and is approved for rezoning from Rural Areas (RA) zoning district to Industrial Transition (5-3) zoning district, the undersigned Poll to the Treasurer Frederick County, CONSTRUCTION. vA6 0 FDar 5 LCEDaP_5 pay of JOB NO, 2624 Handicapped parking spaces and aisles shall slope Virginia, at the time the Initial building permit is issued for said property, the sum of five hundred dollars ($500.00) for no greater than 2% in all directions. fire and rescue services. DATE SHEET 1 OF 5 1/A M11 O\l/ — Ttb 33-((A))-91 MANUAL DENAVEN USE: VACANT ZONING: M-2 f /r VDOT CL I RIP -RAP EX. POLLPER POLE ,V / ( s f lLIMMS COB CMARM6 4 64WADM6r EX. POWER POLE ...fit �1 1 nlc^f c1An -30"RCP CLI11O 0513% (w, Ew-1v- EX. EF' r: EX. 24" CMP 4 ' TO BE REMOV5 CG-11 ENTRANCE / u v 10�w 1� ? 0pK 42 I ,- CLIII�r 0b4� l0 Q 4/10 K� 48' TAPER 4 Q (J 1 4] I, i I 1 I 25 0 25 50 56ALE: 1" = 25' CD Z — W W Z 0 Z WCV O N 0 Q�� �00 to W� Z x �� W0Lo CDHw �4 cam, r a �, w � r w MICHA``E S. 1 LI� 031162 ' ZIONAL U H Z E- Z F--i O cf) Z wE p E- �17 UO �D ww O �O W 044 M DATE: OCTOBER 2001 SCALE: 1" = 259 DESIGNED BY: DLF/JT FILE NO. 2624 SHEET 2 OF 5 t� _I O 0 0 c\j r- tn 0 0 co 0 z aD 3- to) 3 0 n 11 (V LO CV w Z a J n CD z w w z H Z w i c CD CD rn C 0 E I Q cv I.O CV U7 Li 0 0 SCALE: P=50' (HORZ) I"=5' (VERT) STM 13 TO 5TM 11 SCALE: 1"=50' (PORZ) 1"=5' (VERT) 5TM 31 TO 5TM 30 5TM 21 TO 5TM 20 ____....__ _.__ --•-• 630 630 630 630 k 1=46, I t. TOP=621.7 13 __ 2ra 1 PROP. It PIPE GRADE I E... P It PIPE GRA1�E O625 '. ___.. .w__.._._ - _' _....__ _ _.._ 625 625 = ; ...__ .1 625 625 } _ 2f 625 i VDOT CL I' RIPRAP PROP. � PIPE GRADE . 19-19x30 ECf', / _. _ I RIPRAP + VDOT CL I RIPRAP VDOT CLi _ CL III 05396 L. i 620 620 — — I — — — I _ 1620 I r _ 620 620 _._. EX. (t PIPE( GRADE f .. EX. it FlIPE GRADE EXItTING GRAD { 100'-12" P 0 05go p { 3' -151,(RCP CL 111 0 050�0 �. - I _ .., (2 )48' - 8," CMP CL III '005% 615, 1615 615' I 615 615` I 615 - r z f X 610 610 0 610 1 r t I `Q _ k- n ..... _ . z I N 4 Z Z 9+50 10 0 10+ `0 11+00 11+50 12+00 12+50 13+00 9+50 10+00 10+50 11+00 9+50 10+00 10450 INV OUT= 61731 (30" OUT) INV IN= 611.41 (30" IN FROM 12) INV IN= 611.90 (15" IN FROM 13) Wx4'x j"GOIv.PIGIe-\ A Ivor -- 0 2"TYPicof W 2"Typical or -- - PLAN VIEW B Headwall to be beveled In all areas except where a conflict with W 8"for 12"to 36"/ Pipes invert or wingwells occur. 12" for 42 "l0 60"/ Pipes Bevel edge is required on the headwall at the inlet end o/ the [11 Slope as specified on culvert ( where the flow enters the culvert I. typical section. Headwall at the outlet end of the culvert may be either square edge or bevel edge. BENDING DIAGRAM u Pin.Dlo. o 3j 25"_f 8ors 8 Standard EW-11 to be installed so the grate configuration A Is always perpendicular to the edge of shoulder. w 4'x�"Gave. Pao NOTES A11 cost in place concrete to be Class A3. For precast use 4,000 PSI min. Reinforcing steel to hove o minimum li"cover. For tabulation of dimensions and quantities see Sheet 3 of 3. This item may be precast or cost in place. 1 b galvanized. i 1 r t structural tub and related hardware o e e All • or o e c pipe 9 f1g•go For tabulation of dimensions and quantities see Sheet 3 of 3. Standard EW-11 to be Installed so the grate configuration is always perpendicular to the edge of shoulder. ar 1.25' t / foot diameter bw 1' / foot diameter Defoe "B" " it 2of 3 ®or orr•,® 12"1 W 112"1 4 Bars 2'-O" 3' weep hole p 8' c-c - Bars B size 05 spacing 8--c-c all other reinforcing bars are size 14 spacede8"cc, '�, `-•- �]' (Porous Backfill 0 oval invert m-e./cOl. 178 or 18Aggregate. GRATE REMOVED Hordwore Cloth SECTION B-B 2"x 12" piaslic hardware 1 IUN A'H ciom; mesn or galvanized steel wire,mm epoxy groutsd. wire did 003 inch number 4 mesh hardware Sheet I of 3 cloth anchored firmly tooutside ofstructure PIPE ENDWALL WITH LOAD -CARRYING GRATE SREFIE ENTCEN 04 FOR 12"- 60" PIPES 1241 101.2 6 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 rlrb sM se"_1 fr *pbr4 a "Wr rrr "A. I. ki.r b. In b kt er•. I.F-1 now •w w. w ..r . l.rew Pi"ee i by 11'. Wp b AM rorv.l. to b. els A3 q •' q e.el.a m romeyUp .b. "' "1 w Um M.n oppw•A by0 st'd. st-, r\ AY Ohm grecleMd an pbw tM b. rropd in a.cor0— M Hon ts-1. JA SECTION B-B BRICK CONCRETE OR CONCRETE BLOCK Sheet 1 of e HALF PLAN VIEW HALF SECTION A -A (WnN FRAME AND COVER REMOVED) BRICK CONCRETE e • e a• et3r � 0���0 S�tFt•tFiZ1•iR�i� '1111111111111111111100- Itlttf�� ��� �r>• �I1s.� Imo!!®�s•�'s>• I��E1L'•t�7[FFZ��! i Y� �1rly� ii'!te>• s•S! �� -7-MI • O..Wmw .I..n Ora far rrrM.l. e," PO ppa Ttr d,.d ll altolo- tan inn guadlllw. /e ab- A blt** w 1 e- sa. uwd n oa. oonrpueq o.n,et. guarrMf.a tkrur,ne f. to be add" for pooh aMd nd bat d d.W, 14r1 M may be beck, ow-.w r apprwd wn,eb —h b block IF Wei. — urd th. **— tlAr.n... .0 ..nr to b b. e•. Oerr er6dn.... on I..,farm to -1 tl,ieb.w .fa.n for ­t. MANHOLE FOR 12"-48"PIPE CULVERTS ' VIRGINIA DEPARTMENT of 302 10e.01 TRANSPORTATION W U 41 Install 12" of 21-8 C iJ behindcurb and cover TT 3 of topsoil and M �cowith grass seed CG-7 a I E See Entrance 12' Existing �� Pavement Section Taper lane _0 - Above a o LO VDOT Field Inspector ++ic�l will approve CG-1 1 entrance before construction Half Typical Section of Entrance Not to Scale ROUTE 11 TAPER F,4VEMENT DE51GN EXISTING PAVEMENT IS TO BE MATCHED SO LONG AS IT MEETS THE MINIMUM PAVEMENT DESIGN FOR AADT OF4,218. SOIL TEST RESULTS OF THE SUBGRADE MUST BE SUBMITTED TO DESIGN ENGINEER FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. xlt9hwt wrw CG-11 (rWk. t. b. w A wrkWh w _kft. � r..n on plow) ((+.alto. t. b. w \ J 1ladld amblrlatlon .I..rl on pkw A ourb f2• (sra. � g• i I f 8• Il)pllpw� Claw A3 — rle. t1nA — — — — --1 cav es � .+ A I SECTION C-C N t. Mlle. 's• r-e r w Maker. roeewy .I.,m on "bd —a— PLAN VIEW cbrl.bTTct Grade mow•• .nil a parabolic curve. ,a w aeaee an. xw ur. 5 as '�'' G p When Ord. DO - II I. rNad for N.b.no.. bunt When n WM VOW aaJ..I., 0— n.ad.ar n.e. rr.w.brs 011 • �'� r;M.nerl. PwNXt rd b. aorrbu.td p to th. R/W err I—q* arty -W d. 10' MIr. for 9bwt C,..d1an e0odemtlon Ia9MM Tor rrrdMr. par rlidr can b• omRbd M 27 DwlmbY for O,wMrc d Ew. V.b o• M SECTION A - A � wrb r oombY.ecn ourb and putty droll not b..ar.f -Ind th. R/W nn..•..pt for r.Plao,n.nt puny..... When u.d n .M .emderd 00-3 CO-7• few Guidelines for Grade Change D ° curb on tli1i View" DeeYyOA 'AotrnNn OlorMard I. 1. b. odk.td t. rn" tlr m,.rlobl. curb owfourvtlw� Mph (mar. than 15M wo) o >< 3 111 OM 9kendad CO-12 for Curb Ramp dWgn to b. u.d w M NY Olnndord. Mdam •am -TOO. wo) 1 3 1 e x we— e..1113— radl o...t aewrm.d.b 16 x x u,. rpWrwn,rb d arflopold +rook aowtl,vew drorld w I— (W" ern Boo VPD) a pb.r depth d ad)oowt ,•weal r toth. 7 x orA,d fbwnr n.y be ue.d for .rfTanw In Out walls ope,d flower. may raps. w-ph p d a poreon d rAbw to pndde p,lding of REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES VNOpet DEPARTMENT Or TPAN PORFATION 2woe I(� 2' R �1" R 1': c - ,. ab� 4 . .d r . , --------- of The bottm the curb wd —'-.— gutty my' b. wrrebuvW 7• 2 -0' of th.anenininnurm �ea'r ' pr04 This rso may be oorweb d depth of r I. mdlfakled. of tM option of th. oontTactor. For um .fM etobebed open-pradd drdrloq. layer, th. Wet. d th. curb and gutbr obey d cor.buebd m TI1r ourb mar be uwd s1M wy deiilg o6p"d aM toe. dopth th. but 'hwa Wh.n owrbYlalbn meuntabb curb rod guar 1. porernnf• t iwb40 MMPHnqui'dorl we 46 +MPH u-d. th. 9trd,d Enb— aultim or Stallard In dev.l.p.d urbw • .uburban r.a. Conn.cew tr 91Ts.t IrrbnectlaN Ors to h... Note: aorrlbbwu- Orb •; putter harrlp a radhw the mountobte curb oonf,guration Inoorpw. w. of 300• r law (0" row or curb) .hap be pall forw To" oombareon ourb • When ef. stohkel is to be tied bIW guaw. rb borr curb• the trwdtbn b to b. n.tN to' r the dlarrp. In .tarrdorde mow of r.pulr nd% kern may be pscwt tar c..t n dace• operdnga Dr—.W tc b. Owe A3 a wet n pl w 1000 PSI a pI vwie; COMBINATION 4" CURB & GUTTER 2D1.01 rr.0.9.d 3% ,we VIRGINIA DEPARTMENT OF TRANSPORTATION 5T1" 1 12 TO 5TM 11410 (030 r r ff 3 i I_ _ ...PROP. I PE GRADE"-, � L TOP=6211' I _ 1 625 �._._. _ .._. _.. .__.. _ 1 �- --I i i I � 625 � VDOT CL,I I RIF RAP f .. 620 i 1 620 X. PIPE GRADE I. _101' 30", RCP CL III 0 0b4q . 615 j 34' 30" [RCP CL 111 0 OB13% 615 _. 1 W 1 W 1L - LU- .. _ 610 � z p U —� 1� � 610 711 lu �Z ' W _ rrT I ri I 61 1 }4 }}5 t1 }Q mZzz Zr 13+50 10400 10 450 11400 11 +50 I'X4'X4'-SSLATE, 2-1`I14I81I NAIL AT TOr AND I70TTGM 2'X4•X4' CEAM6. TOE NAIL TO POST I. PRESERVATIVE STAIN ON ALL WOOD. '^ COLOR TO MATCH THAT OF BLD& � 2. FMISNED 81%>E OF FENCE 844ALL FACE «, ADJOINMG PROPERTY, IF APPLICABLE. 001"PACTED CAWVSL WOOD FENCE DETAIL FOR DUMP5TER ENCLO5URE NOT TO SCALE TR,45�4 DUMFSTER FAD (NOT TO SCALE) ON -SITE FAVEMENT SEGT I ON NOT TO SCALE IIiSNs�NrS�iiSNi��Sp�:�ie:�is�Sis:�ie��� � � • . / . - � �Iw .Iw.Iw.�w..1� •Iw .I� -Nd . rw.rw.11 111 - -.. • - • . • _ PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF (o. SOIL TEST OF THE SUBGRADE MUST SUBMITTED FOR ACTUAL DETERMINATION OF REQUIRED PAVEMENT SECTION THICKNESS PRIOR TO CONSTRUCTION. f"TSECT Z — W W Z C3 Z W o cl, 00 1-4 .� I co CD Z x U0� W 0� W a to U o!) Iv 0 V ~ W VJ N H Z N N W W W � O O O O O 5 u w w w w a IZ(LIL 0 0 0 > > wee � I l Q e L Z40 k_• O O a 1A�El S. i KLEY LICOJD N0. 031162 ,SIGNAL E- U �t yH H E-+ UU1 � O U Nei � w Q Z 04, U) DATE: OCTOBER 2001 SCALE: AS SHOWN DESIGNED BY: DLF/JT JOB NO. 2624 SHEET 3 OF 5 F2 IL J CD Ci Ln (Y') m 0 z D 3 tT 3 a� I CV LD CV w (n Z a J n U' Z Q w w Z z w / m c 0 CD cc c 0 In C 0 E lD CU / Li 0 CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T) 1. SET POSTS AND EXCAVATE A 4'X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 1 17 1 i a FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. SOURCE: 3csosd ! 4 4. BACKFILL AND COMPACT THE EXCAVATED SOIL r� �j FLOW G i EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. -:_-ITM.FMffTMIIIIF7- - from Installation of Straw and Fabric Filter Barriers for Sediment ControL PIM. 3.05-1 RESPONSIBLE L/4ND DISTURBER NAME: J QM& 5tiry CERTIFIGATION #: o ZZ S S e7 DATE: THE RESPONSIBLE LAND D15TURBER 15 THE PARTY F?Fr,Pnmc;IRI F F:nP r.AP1?Ylhlr-. nIIT TNF I ATJT7 r-)IC.TIIPRIKIr ET 15 FOR ER05iON AND 5EDIMENT CONTROL ONLY! a, .r• *Obr..�.r••r.•r.�:v:>,.�r�r..ra:.r..r..:.r.r�r•�r.�r•�.:: 1=11=11=11=II=11,' ...............k .............. . 11=11=11=II=11-r.�rs<�r•�t�rh:�r.�::�t�r.�r.�r•�r.�r.���r.�r�t.�t.�t��:: �'M /I • I r \r1 i AS .%7�ii�*�.Xi�.��: i=u=lr�;•. i i � i�i�.��.�i�.�i��i�.��.��. • w . SILT FENCE CULVERT INLET PROTECTION DISTANCE IS 6' MINIMUM IF FLOW IS TOWARD EMBANKMENT FLOW OPTIONAL STONE COMBINATION 1.0I 1.5 h FLOW 2.5' *VDOT /3, #357, /5, 056 OR #57 COARSAGGREGATE CLASS I RIPRAP TO REPLACE SILT FENCE IN ' HORSESHOE ' WHEN HIGH VELOCITY OF FLOW IS EXPECTED SOURCE: ADAPTED from VDOT Standard Sheds and Va. DSWC PLATE. 3.08-1 EROSION AND SEDIMENT GONTROL NARRATIVE Description: This project proposes the construction of a new automotive painting facility. This project includes the construction of the 4,200 sf building and its associated improvements. Existing site conditions: The I acre area to be disturbed under this plan is currently vacant land that Iles behind the existing church building. The site currently does not drain overland In some areas. The property is open grassland with a few trees along the perimeter. Adjacent areas: This project is bounded by vacant M-2 zoned land to the north, Interstate 81 to the west, Route II to the east and RA zoned residences to the south. 5olls information: Soils Information: The existing soils found on -site are Ooklert Slit Loam (32B) and Frederic k-Pop I Imento Loam (1613). These soils have a yellow -brown clay component. La- 116 FEET Critical areas: Gritical areas on this site reside In the low lying areas currently trapping stormwater runoff. These areas will need to be forced to drain toward the roadside ditch providing for the stormwater runoff from this property. A swale will be cut along the northern property boundary draining the storm water management area toward Route 11. j Erosion and sediment control measures: Gontrol of erosion and sedimentation for this site J I ' shall be achieved by installing the following. II ( I. Gonstruction entrance. Pc�.V- p I G" �, my9' 2. Tree protection put Into place around large shade tree adjacent 5NM pond. 3. Right-of-way diversion and 5NM pond construction I 4. SiT fence. - 5. Check dams. /� f� _-,rx• �' 6. Culvert Inlet protection (rip -rap check dam optlon)$ Outlet protection. r permanent -i. Soil stabilization through ermanent seeding. g a I11�Q nk„ Permanent stabilization: Once construction is complete, all disturbed areas not built upon or paved shall be covered with a minimum of four (4) Inches of topsoil. Fertilizer, seeding f `O and a blanket of straw shall be applied to the topsoil. stormwater management: A stormwater management pond Is proposed for this project. j The pond Is to be excavated at the onset of the construction. Storm sewer proposed for this project Is to be constructed as soon as possible. No current stormwater adequate W�3 RACK LU outfall exists for portions of the site. The storm sewer and stormwater management must i l �I.� therefore be In place prior to completion of the proposed building pad. •- v �. . i Maintenance Program: The erosion and sediment control measures installed on the site l shall be maintained by performing the following. i I / acp O I. The site superintendent shall inspect all erosion and sediment control devices after each rainfall and at least daily during prolonged rainfall. Damaged or deficient controls shall be repaired or improved immediately. 2 The site superintendent shall inspect daily the areas construction activity to Insure erosion control effectiveness. Additional measures shall be Installed Immediately where q deficiencies are found. {f 3. Permanent erosion control measures include the Installation of rip rap at storm sewer outfalls and the establishment of grass on exposed surfaces disturbed in the construction process. i; Erosion and sediment control program �I l p g til i I ` 1. Hold pre construction meeting on site. 2. Install construction entrance. 13. Clear and grub the areas necessary for Installation of the slit fence and diversion dyke. \I 4. Excavate and grade site as needed for installation of stormwater management ponds and outfoll pipes. ' f I 5. Grade the site, Install the remaining utilities and Inlet/outlet protection. • • • 6. Fine grade and install the surface gravel. Temporary soil stabilization shall be applied to all disturbed areas with;ln 14 days if the area is to remain dormant for more than 21 days. Apply soil stabilization matting Immediately upon completion of grading. 7. After approval by tho- inspector, remove the temporary control devices and stabilize the areas disturbed during-emovol. x �o�PG�r Note: Frederick County and \/DOT retain the right to add and/or modify these erosion and sediment control moosures during the construction process, within reason, to ensure adequate protection to the public and the environment. Seeding schedule (soil stabilization): 1. Spread topsoil at a minimum depth of four (4) inches. 2. Incorporate pulverized agricultural limestone into the topsoil at a rate of C12 lbs. per 1,000 square feet (2 tons per acre). 3. Fertilize with 10-10-10 fertilizer at a rate of 23 Ibs per 1,000 square feet (1,000 Ibs per acre). 4. Seed all areas with a seed mix consisting of 61% Kentucky 31 Tail Fescue and 53% Red Top Glover, and a rate of 225 Ibs per acre. 5. Mulch all seeded areas with straw mulch applied at a rate of 3,500 Ibs per acre, anchored with cutback or emulsified asphalt applied at o rate of 200 gallons per acre. SC:ALE.o PIPE OUTLET CONDITIONS A A 'IPE OUTLET TO FLAT REA WrM NO DEFINED HANNEL -` / _P�m -7 1 SECTION A -A FILTZR CWni KEY IN• 1 Z I .il FOR ZNT1RZ I 3da (MIN.) DEFINKID CHANNEL PLAN VIEW �4-7 �•�l SECTIONMill d 7- FILTER CIM ... Y 1 • 1 I.i' 1 .il TOR A 1'J PKRMCM NOTES: 1. APRON IRCING•11' • . :111 RJIPRAP, GABION BASKET, OR CONCRETE. F THE IZNGTH OF THE R1PRAP APRONal 1 t 1 LESS THAN 6 INCHES. Source: Va. 1 Seeding Seed shall be evenly applled with a broadcast seeder, drill, cultipacker seeder or hydroseeder. Small grains shall be planted no more than one Inch deep, Grasses and legumes shall be planted with no less than 1/4' soll cover, DRIP LINE PROTECTIVE DEVICE A MAXIMUM LIMITS OF CLEARING AND GRADING A PROPOSED GRADING w w omr WHERE DRIPLINE IS LESS THAN 5' ~ CONSTRUCTION OPERATIONS RELATIVE TO THE LOCATION OF PROTECTED TREES Source: Public Facilities Manual, Vol. III, Fairfax Co., Va., 1976 Plate 3.38-1 Z cc W W Z Z W02 o CD L� LO -4 a � U �( to Z x LO� >' Q) W 92 4I U � �� a� ~ H w TH LLq v K/ -• ✓ . u MICHAELS. ,d � l LI"tANo. 0031162 ION PASS 0 Z DATE. OCTOBER 2001 SCALE: 1" = 30' DESIGNED BY: DLF FILE NO. 2624 SHEET 4 OF 5 x CD CD CD cAJ to CV &i v CD 0 M C\J 0 cn Lo 3 0 v Cv i F— w In z Q J I1 Z Cr w w Z co Z w Q, c C O rT- C, L D Q Cv UD Cv u) a� 0 15 �1 620-------- w 622 \ (20, \ 1.m' Ilu / ko �0 I'X4'X.4'4r ELATE, I-FNEH NAIL AT TOP AND BOTTOM I'A4'X4' CEAM6. TOE NAIL TO i 4'X4W F=6TS �• / NOTE& L PRESERVATIVE STAN ON ALL WOOD. COLOR TO MATCH THAT OF BLOa 2. FINISHED SIDE OF FENCE SHALL FACE ADJONNG PROPERTY, IF APPLICAE-E. COMPACTED GRAVEL FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING Nor TO SCALE SET TREE LEVEL AND PLUMI5--6 AFTER OETTLB'QNT F REMMIED. SET TREE WITH TOP 1/S OF ROOT GALL ABOVE FNW41M ENCASE UAW ARCtrI•D TRUNCK N BLACK R OBER HOSE 6ECUM AT WiG ABOVE FML6FED GRADE EemAL TO IA-VJ OF TREE REMOVE TOP V3 OF MMLAP ArD CUT ROPE ANDIOR REMOVE IURE BAS CM7 FROM BALL GUY WIRE V 01, A' .E 2" DOUBLE 6HREDDED HARDWOOD 3' 601L SAUCER 3 STAKES BA CIff ILL LIGHTLY COMPACTED GETTLING T'IOIND TYPICAL PLANTING DETAIL-- EVERGIREEN TREES MOT TO ECALEI RUDDER HOSE GUY LLM 'T2 GAUGE RJiMUCKLE TRiE WRAP WITH bolt OVERLAP MA06M TAPE ON EACH IURE I' DQbLE 6W EDDED HARDWOOD MIE.C14/3" SAUCER PLACE TOP vwoF ROO'TBAL.L ABOVE FM{ISH GRADE GTAPM6 ROOTBALL-110110VE TOP V3 OF BURLAP APD CUT ROPE AUDIO R REMOVE IURE 6ASICET FR CM BALL LIGHTLY CORTACTED 6EMM T'IO114D TYPICAL PLANTNG DETAIL-- TREES OVER 2-In" CALIPER MOT To SCALE) 33-(YEA))-9� \\ N/F BRAN13T DARIEN R. \ USE: RESIDENTIAL �\ ZONING: )4�A \ J �- l TYPICAL BUSTER YARD PLANTING DETAIL - White Pine Red Maple Co' Boa rd on Boa rd Fence Zo?oSEU LLOLIJ su�rl ---7 ,, 43ZO 2 33-CCA))-9 11-14141UA.L DEN4VEN USE: VACANT ZONING: M-2 2 Z IRS W W Z 0 Z WCV o co CV In co r4.5 �CO 00 I � Zx � Lo61 L1J ) (Ur; W U ) (U 0 w co { i OifAMAGE i iE_ PI'MMIZED IN VICINTY Or- EXISTING TREE EX. G--!UfRGd-4 10' LAND5CAP BUFFER E5MT. E9 RM // t 12 � 33-C 4))-94 COOKE CHA LE5 A 4 BETTT' L i'o' BOARD ON 622.07 { { USE: ES!DENTIAL U �\ BOARD FENCE i Z NINE: RA Q �\, I / m andscave Reciuirements Parking Per im eter - i Shade Tree For Every 40' 8V/40' = 2 Trees Required (2 Trees Provided) Parking Interior: i Shade Tree For Every 10 Spaces 5/10 = 1 Tree Required (1 Tree Provided) Green Space Caculations: 596 Interior Parking Green Space Required 1,078 S.F. x .05 = 53.13 S.F. Required 1183 S.F. Provided (11%) Catagory "C" Screening: Full Landscape Screen Required, 5-3 zoning adjacent to RA zoning -3 Plants per 10 Linear Feet At Least 4' In Height, intended To Reach 6' Height At Maturity Required -Three species Of Plants, With The Majority Being Evergreens And At Least 1/3 Being Deciduous Required -6' High Opaque Barrier Required -590' Buffer Length -3 Trees/10 LF=177 Trees Provided Screening: -11-i Trees (59 Deciduous) -6' Board on Board Fence J IO;Y BOTANICAL NAME COMMON NAME SIZE (HEIGHT) QUANTITY Acer rubrium Red Maple 2" CAL. 59 Tilia cordata Linden 2" CAL. 3 Pinus stroobus White Pine 6' PT. 59 Pinus nlgra Austrian Pine 6' HT. 59 NOTE: White and Austrian Pines are to be alternated equally in buffer yard screening. 25 0 25 50 SCALE: 1" = 25' ARVA o. 031162 I. ZONAL ..,' LL W O j N G 27 �i�•i � O 27 z n Z C F o�r `•J I� Z z O v.4 � Q 44 O 1� Z � � Q 04, U) DATE: OCTOBER-2001 SCALE: 1" = 25' DESIGNED BY: DLF/JT FILE NO. 2624 SHEET 5 OF 5 x