Loading...
HomeMy WebLinkAbout33-05 Eastern Addition - Warehouse Addition - Stonewall - BackfileGENERAL 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 with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation (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. 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 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 P.O.hone: Verizon .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 MARSHALL'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. E & S NARRATIVE Project Description The purpose of this project is for the construction of a 2880 S. F. Warehouse Addition. Adjacent Properties The adjacent properties are owned by James and Jessie Wilson, Lenoir City Co., and Rite Aid of Virginia, Inc. Erosion Control Program Install silt fence Maintenance Program 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily during prolonged rainfall. Damaged and/or deficient areas will be repaired or improved immediatel: 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion control effectiveness. Additional measures will be installed immediately where deficiencies are found. 3. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed in the construction process, excluding the road surface. VDOT 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 cf 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. F(j,"SA CONSTRUCTION NOTES 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS COMPLETED. 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. 8. ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A REMOTE READOUT IS REQUIRED. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. LEGEND EXISTING INTERMEDIATE CONTOUR EXISTING INDEX CONTOUR PROPOSED CONTOUR EXISTING EDGE OF PAVEMENT PROPOSED EDGE OF PAVEMENT EXISTING CURB AND GUTTER PROPOSED CURB AND GUTTER TRANSITION FROM CG-6 TO CG-6R EXISTING TELEPHONE LINE PROPOSED TELEPHONE LINE EXISTING STORM SEWER PROPOSED STORM SEWER EXISTING SANITARY SEWER PROPOSED SANITARY SANITARY SEWER EXISTING ELECTRIC SERVICE PROPOSED ELECTRIC SERVICE EXISTING GAS LINE -- PROPOSED GAS LINE PROPERTY LINE 40 EX E/P PROP E/P EX G�6 PROP C&G G640R EX. 15" RGP PROP. 15" RGP FLOW LINE � ..._ ... ­0- ... - ... -0- ... - ... FENCELINE X X X- #-X- EXISTING POWER POLE {� EXISTING TELEPHONE POLE EXISTING WATERLINE W/ TEE -- ---- PROPOSED WATERLINE W/ TEE EXISTING FIRE HYDRANT EXISTING WATER VALVE PROPOSED WATER METER m EXISTING REDUCER PROPOSED REDUCER STOP SIGN HANDICAP RAMP (CG-12) _ZEN._ DENOTES LOCATION OF STD VDOT CG02 AND/OR JURISDICTIONAL STANDARD RAMP CONSTRUCTION PARKING INDICATOR 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 12 100 + ll5 3 4 15" r' , OAK 15" PIKE 15" I OAK 15" PINE VICINITY MAP SCALE 1"= 2000' PROJECT INFORMATION EX STREET ADDRESS _: 240 McGHEE ROAD WINCHESTER, VA 22601 PARCEL IDENTIFICATION NO, : 43-((19))-39 LOT AREA 5.3185 AC. DISTURBED AREA 2880 S.F. CURRENT ZONING M1 CURRENT USE : MANUFACTURING / WAREHOUSE PROPOSED USE MANUFACTURING / WAREHOUSE BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 16' SIGNS: ALL SIGNAGE MUST CONFORM WITH THE STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY ZONING ORDINANCE. OUTDOOR LIGHTING: EX. OUTDOOR LIGHTING FIXTURES BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 150.00, SIDE: 25' SIDE: 26', 258' REAR: 25' REAR: 345' PARKING CALCULATIONS REQUIRED OFFICE = 1 SPACE PER 250 S.F. WAREHOUSE = 1 SPACE PER EMPLOYEE FABRICATION = 3 SPACES PER 4 EMPLOYEES EX OFFICES.F.= 4 SPACES = 1,000 S EX. WAREHOUSE = 0 EMPLOYEES EX. FABRICATION = 8 EMPLOYEES = 6 SPACES PROP. ADDITION = 0 EMPLGYEES TOTAL SPACES REQUIRED = 10 TOTAL EXISTING SPACES = 24 EX. SPACES LOST DUE TO PROPOSED BUILDING = 4 TOTAL REMAINING SPACES = 20 NO ADDITIONAL EMPLOYEES ARE PROPOSED HANDICAP PARKING 1-25 = 1 SPACE REQUIRED EX. HANDICAP SPACES = 1 LOADING SPACES REQUIRED: 1 PER 40,000 S.F. OF FLOOR AREA TOTAL FLOOR AREA = 23,280 S.F. SPACES REQUIRED = 1 SPACES PROVIDED = 2 LANDSCAPED AREA REQUIRED 25% = 57,918 S.F. (NO LANDSCAPED AREA LOST DUE TO PROP. ADDITION) EX. BUILDINGS = 13,200 S.F. EX. PAVED & GRAVEL AREA = 147,900 S.F. TOTAL = 1 61 ,100 S.F. 231,674 S.F. - 161,100 S.F. = 70,574 S.F. 70,574 S.F. / 231,674 S.F. = 31 % F.A.R. EX. BUILDINGS = 20,400 S.F. PROP. ADDITION = 2880 S.F. TOTAL. = 23,280 S.F. 23,280 S.F. / 231 ,6 i4 S.F. = 0.100 ENVIRONMENTAL FEATURES FEATURE EX. ACREAGE FLOODPLAINS 0 LAKES & PONDS 0 WETLANDS PL 1 AC. 0 SINKHOLES 0 NATURAL STORM WATER DETENTION AREAS 0 STEEP SLOPES PL 15% 0 WOODLANDS 0 PREVIOUS APPROVED PLAN #20-02 TRIP GENERA TION DA TA CLASS USE S.F. EMPLOYEES TRIP RATE USE VPD 140 MANUFACTURING 2880 0 NO NEW EMPLOYEES Z W W Z Z WCD 0 I'D Cd of n co a �_� 8 81 `D N �N >, �' � °- W N N b CD S u� 3 s u a °i x CD - -E- �3 �< o, Ln U1 N rr L L a i1 �n, > o Li ii U J � E-i CL Q � V ♦ W E-+ Z Z `)O � W wQ L1J O � DATE REVISION SEAL CO VER SHEET Project Name: EASTERN SUPPLY opt, Gj I� Owner: Address, Including Zip Code & Telephone No. 240 MCGHEE ROAD MARK D. SMITH No.022837 �0� W T.S.M., INC. WINCHESTER, VA 22604 (540) 722-3292 Developer: Address, Including Zip Code & Telephone No. `s10NAL 240 MCGHEE ROAD EASTERN SUPPLY WINCHESTER, VA 22604 (540) 722-3292 SHEET INDEX Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE GREENWAY ENGINEERING WINCHESTER, VA 22602 (540) 662-4185 PROFESSIONAL SEAL &SIGNATURE COVER SHEET SHEET 1 SITE PLAN SHEET 2 � APPROVAL DATES 05/18/05 THESE PLANS ARE IN CONFORMANCE WITH COUNTY OF FREDERICK STANDARDS AND i' SCALE: N/A ORDINANCES. ANY DEVIATION OR CHANGE IN THESE PLANS SHALL BE APPROVED BY f �� .I,,Z } .Y DESIGNED BY: THE ZONING ADMINISTRATOR PRIOR TO CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE AS JOB NO, 0617 * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL SHEET 1 OF 02 * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL O_,:;; -0 / d f-- Q cp I 43-1(19))-20 I JAMES T. t JESSIE S. WILSON D.B. 595 PG. 409 I ZONED: Ml USE: COMMERCIAL N 40`2V28" UJ 13.31' WINCHESTER CASKET CO. ZONED: Ml 12 Q f USE: COMMERCIAL rn rn f w ICli f � f LU L 1 I Q Ul 1 lu; lu, tul P ` 7 V 0— 1 � , I I� D \ -A ti L9� i EX. CONC , 1 I� FLUME N 49°30'32" E 6(oO.00' 43-((19))-24 WALTER S. t BETTY A. WILSON D.S. 145 PCs. 31 ZONED: MI USE: COMMERCIAL f�EX-- WHITE HITTE FINE SCREEEN(IING � � � � (� (� ,�� LO :�J �f A ✓ Q O l O lr °w:a✓ ,./ O 0.:J \ J tf `�O �> (D (D `.J (D 0, O () 0 `./ 0 0 � LJ .✓ �../ O.l O (D 0 0 bl- x X X X �'-- PROPOSE �- ADDITIOND f OVERHEAD DOOR\ x 708 a \ \ / 6 J Q EX. WAREHOUSE ` 0� � 288IDv-.1=. � I I Fr- 00085 HT = 16' �4 31 DOOR \ / k k ` HT = IroEX. STORAGE \ . i / / i Q BUILDING � � �' / � rnl 0>> ?� x 706.4 / \ EX. OPAQUE CHAIN) i � m N -- ,,, LINK FENCE \\ 707.8 Ill u t \ // �/ I:I � 0-, Lu Lu EX. LOADING SPA/ ES \ It `� \ i x EX. GZ��-7 \rn Ill _ W I \\ < tl �� ,10 / ��\�/ u, I k Q7 � .� / I I Q Ill / IIx Q I zfy- w . 17Oa.4 ; II / / -105.6 �I 0 § wF IV I � x 705.7 i Q 1 � �\ Q I f I no I I IX I R I I x 706. EX. GRAVEL w LQ EX. I X I f EX. LIGHT I ! STORAGE AREA { I' x CU B _ % OFFICE EX. FABRICATION SHOP I w I ( AREA 6000 S.F. O f I I �0' m X Fr- =114.0 I / Ij (�.I 10001 I I ' (D � I I I . SF. I I / ► I I (D rp __ �► J - - - 7oa � 1 i f II // 705.3 I I Ix I Q ALLEN R. KNOTT$, SR. ZONED: M1 USE: MINI STORAGE 1 0\Z i \ i EX. HP RAMP EX. HC I / �f-7085.0 +l _ — f 1. I{ Q PARKING � I ,/ !� \ -- -- E ��'- — — _ /,� ! II Q ` - I �ENCENB GATE f \ // ' /t�/ / �'-j�d Ovlri�+-IEAD DOORx -705.6 `I Q \ f EX. GATE 3' DOOR / x 70'7.5 t } i EX. 5WM POND I i� 1 ? T , EX. WAREHOUSE BUJDIi'!G / ( I \ 1 -� -1,2 00 S.F. ji+ Ix k Q n EX. LIGHTciv k I \ j/ L —_ L _ _ -��\— , 25' B.R.L. f -- — _ — - ' . _ INV=�(04.35 z EX. F.H. — — -- --- _ '\ _ — __ \-\\-- — — — — — � —\ \` _ = �_ _ F x — E - - - - Q - (D (D Q 0 0 (D J= Q—0- 7(lD7 § k k k k k k h k kv k d' k k R' k k k •7 k �./ � ``.O � iJ w8 °e.d S.J `+.! Y/ °.,,< � :r' Q { r � w.'•' ' `••.'�`�' Q a EX. ELEC. BOX Q Q Q Q Q Q Q � T = 49*33m,32" W 66(d.O Q Q Q Q Q Q EX. WHITE PINE 5GREENING EX. 1�"M cP — -~- -' X— INV= 103.31 STORM WATER NOTE: NO INCREASE IN STORM WATER RUNOFF DUE TO THIS BUILDING ADDITION. 43-((19))-1 LENOIR CITY CO. D.B. 344 PG. 235 ZONED: M1 USE: VACANT NOTE: EX. WHITE PINE SGREENIN& TREES IN POOR CONDITION WILL NEED TO BE REPLAGED DURING 51TE DEVELOPMENT. 43-((19))-lA RITE AID OF VIR31NIA, INC. D.B. 80l PCs. 261 ZONED: Ml USE: COMMERCIAL 0 cc W W Z Z W 0 W H A a z w w rn N Lo 00 Nt CQ CO 10LO o� LO cq I- Q) I 00 O d. 40 a N Ei 44 {T CD N �, wul ARK D,�IT NoUL 022837 O J Ez OQ CL Q� w C W H Z � O W � E-1 W Q c W Q �p Q 0 � 0 W w E--q 121-11 U) IDI DATE: 05/18/05 SCALE: 1"= 30' DESIGNED BY: AS FILE NO. 0617 SHEET 02 OF 02 GENERAL NOTES VDOT GENERAL NOTES LEGEND VICINITY MAP C� "= z V1. All work on this project shall conform to the latest editions of the Virginia Department of SCALE 1 2000' 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 -- --•• --_ __ - 1 Count construction standards and specifications and/or current VDOT standards and specifications. y P / P Sediment Control Regulations and any other state, federal or local regulations applicable. In the -" - -- 3 W event of conflict between any of these standards, specifications or plans, the most stringent shall be EXISTING INDEX CONTOUR - P, � I 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, govern. 40 O`^f �� W must be provided prior to issuance of the site development permit. The approval of these plans in no way PROPOSED CONTOUR EX E/P 0 55�c ane 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 -- pf °c`� Control Handbook. Health Administration and VOSH Rules and Regulations. PROP E/P 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, shall EX G$6 (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 -- o eP `° ° 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 PROP C&G PROPOSED CURB AND GUTTER o e Q N UJ C) required under State law. Bridge Specifications, Section 104.04-C. `, / of G6-6 GG-bR ��, � y�°``��5�. f 6� °� °' N co �� 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, any and all utilities, including TRANSITION FROM CG-6 TO CG-6R ? o °'` v with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation-- 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 „� �° d v C_ cu M (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 approval of these plans does not PROPOSED TELEPHONE LINE T T ��o m0. �a / `o J responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to relieve the developer of this responsibility. �� a m > o M Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. EX. 15" RGP EXISTING STORM SEWER -"` `� �o° // Z = cu 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a 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 PROP. 15 RGP ` = i cu W �, �, r, representative of the developer must be available at all times. any field revision will be the responsibility of the developer. PROPOSED STORM SEWER r. ss, o 0 UJ 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 Ln "' 3 u 0) Control Devices (MUTCD). land use permits for any work on VDOT right-of-way. PROPOSED SANITARY SEWER PROJECT INFORMATION Ln 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 U1 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 EX STREET ADDRESS 240 MCGHEE ROAD 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 LINE 6---- WINCHESTER, VA 22601 PARCEL IDENTIFICATION N0. 43-((19))-39 >, �_QJ for actual determination of required pavement thickness prior to placement. All final pavement and base q P P P P an undetermined length of time. VDOT will also require 48 hours notice for an inspection. y g q Y > course thicknesses shall be designed in accordance with VDOT's "Pavement Design Guide for Subdivision and PROPOSED GAS LINE LOT AREA 5.3185 AC. w c4 SecondaryRoads in Virginia", and shall be based on a sufficient number of CBR tests to determine the true g' V9. The contractor will be responsible for maintaining adequate access to the project from the -DISTURBED AREA 2880 S.F. 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 accordance with the Virginia Erosion and Sediment Control Handbook, Section 3.02. Furthermore, PROPERTY LINE CURRENT ZONING : M1 and prior to placement. access to other properties affected by this project shall be maintained through construction. The FLOW LINE -► - -►- - y- - y CURRENT USE MANUFACTURING / WAREHOUSE 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 Conservation and Recreation in Erosion and Sediment Control who shall inspect erosion and siltation FENCELINE X X X XPROPOSED USE : MANUFACTURING WAREHOUSE 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 BUILDING HEIGHT: MAXIMUM ALLOWED = 60' PROPOSED = 16' 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall PP P•P P•P at lest daily during prolonged rainfall, and weekly when no rainfall event occurs. SIGNS: ALL SIGNAGE MUST CONFORM WITH THE 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 STANDARDS OF SECTION 165-30 OF 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than at the end of construction. W WATERLINE EXISTING / TEE Ti THE FREDERICK COUNTY ZONING ORDINANCE. 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/ TEEiTi OUTDOOR LIGHTING: EX. OUTDOOR LIGHTING FIXTURES 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. BUILDING SETBACKS: REQUIRED: FRONT: 75' PROPOSED: FRONT: 150.00' SIDE: 25' SIDE: 26' 258' entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take V12. Any unusual subsurface conditions encountered during the course of construction shall be EXISTING FIRE HYDRANT � '� REAR: 25 REAR: 345 whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity I EXISTING WATER VALVE �n.� condition at all times. 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 m PARKING CALCULATIONS LANDSCAPED AREA REQUIRED 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 REQUIRED 25% = 57,918 S.F. sheets, and connections to existing lines. shall be present to insure the sample obtained is representative of the location. When soil samples PROPOSED REDUCER (NO LANDSCAPED AREA LOST DUE TO PROP. ADDITION) 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- OFFICE = 1 SPACE PER 250 S.F. WAREHOUSE = 1 SPACE PER EMPLOYEE EX. BUILDINGS = 13,200 S.F. 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 according to all applicable VDOT standards. STOP SIGN FABRICATION = 3 SPACES PER 4 EMPLOYEES EX. PAVED &GRAVEL AREA = 147,900 S.F. HANDICAP RAMP (CG-12) �_ % TOTAL = 161,100 S.F. 16. The location of existing utilities shown in these plans are taken from existing records. It shall be the responsibility to verify the exact horizontal and vertical location of all existing utilities as needed g V14. All roadway fill, base, subsurface material and backfill of utility/storm sewer trenches shall be DENOTES LOCATION OF STD VDOT CG- 2 AND OR JURISDIC ONAL 1 EX. OFFICE = 1,000 S.F. = 4 SPACES contractors p y y compacted in 6 lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method , N STANDARD CONSTR CTIO 231,674 S.F. - 161,100 S.F. 70,574 S.F. Q prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing p g' y g g A, within plus or minus 2% of optimum moisture for the full width of any dedicated street � PARKING INDICATOR EX. WAREHOUSE = 0 EMPLOYEES 70 574 S.F. 231 674 S.F. = 31 % / F ~ � J utility verification and the proposed construction. right-of-way. At the direction of VDOT Inspector, density tests performed b a qualified g Y• P Y P Y q 12 INDICATES THE NUMBER OF TYPICAL PARKING SPACES EX. FABRICATION = 8 EMPLOYEES = 6 SPACES 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 PROP. ADDITION = 0 EMPLOYEES 0 result of his construction project within or contiguous to the existing right-of-way. copy of all tests shall be submitted to VDOT prior to final VDOT approval. TEST PIT LOCATION ® �,7 a 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 where determined necessary by VDOT Inspector. j TOTAL SPACES REQUIRED , = 10 F.A.R. Z Q '� must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site HANDICAP PARKING TOTAL EXISTING SPACES = 24 EX. BUILDINGS = 20,400 S.F. development permits. V16. The installation of any entrances and mailboxes within any dedicated street right-of-way shall � EX. SPACES LOST DUE TO PROP. ADDITION = 2880 S.F. 19. The developer will be responsible for the relocation of any utilities which is required as a result of his meet VDOT minimum design standards and is the responsibility of the developer. VEHICLES PER DAY COUNT 00 1 PROPOSED BUILDING = 4 TOTAL = 23,280 S.F. � W � ro ec. e relocation should be done prior to construction. P tThe ln I P V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement i PROPOSED BUILDING ENTRANCE 4 23,280 S.F. / 231,674 S.F. = 0.100 TOTAL REMAINING SPACES = 20 W U) Z � O 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 NO ADDITIONAL EMPLOYEES ARE PROPOSED � � U U 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 bottom of the sign shall be six (6) feet above the edge of pavement and the post shall be installed ENVIRONMENTAL FEATURES engineer must be notified immediately. a minimum of four (4) feet from the edge of pavement. Sign posts shall be of a type found on EXISTING STREET LIGHT i HANDICAP PARKING FEATURE EX. ACREAGE (� � 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. Contact the local VDOT Residency Office with any regarding sign material and PROPOSED STREET NAME SIGN -�- 1 -25 = 1 SPACE REQUIRED FLOODPLAINS 0 LAKES PONDS H (Y � at 540 662-4185 immediate) of an discrepancies between actual field conditions and the approved plan. ( ) Y Y P PP P questions placement. EX. HANDICAP SPACES = 1 & 0 "A" V18. The developer must provide to the local VDOT office a list of all material sources prior to PROPOSED SANITARY LATERAL CLEANOUT WETLANDS PL 1 AC. 0 22. Controlled fills shall be compacted to 95% of maximum density as determined b method per standard P Y Y P SINKHOLES 0 W 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 provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices SANITARY MANHOLE IDENTIFIER 12 I LOADING SPACES NATURAL STORM WATER Q professional engineer and results submitted to Frederick County prior to pavement construction. If a be I REQUIRED: 1 PER 40,000 S.F. OF FLOOR AREA DETENTION AREAS 0 geotechnical report has been prepared, it should supersede the requirements in this note. may obscured. STORM DRAIN STRUCTURE IDENTIFIER 6 TOTAL FLOOR AREA = 23,280 S.F. STEEP SLOPES PL 15% 0 E-+ O V19. Aggregate bases and sub -bases shall be placed on the sub -grade by means of a mechanical SPACES REQUIRED = 1 WOODLANDS 0 a 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 SPACES PROVIDED = 2 O 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 i PREVIOUS APPROVED PLAN #20-02 a in Frederick Count appear below. These numbers shall also be used to serve in an emergency condition. Y PP g Y checking stone depths, a VDOT representative shall be notified and given the opportunity to be g P P g• PP Y CENTERLINE present during the construction and testing of the density control strip. EXISTING SPOT ELEVATION 12.0 TRIP GENERA TION PA TA UTILITY CONTACTS V20. Asphalt concrete pavement shall be placed in accordance with the latest edition cf 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. PROPOSED SPOT ELEVATION 1151 I µ' CLASS USE S.F. EMPLOYEES TRIP RATE USE VPD =, Water/Sewer: Frederick County Sanitation Authority Gas: Shenandoah Gas Co. A certified copy of the test results shall be provided to the Residency Office. A VDOT representative EXISTING TREE LINE P.O. Box 1877 P.O. Box 2400 shall be notified and given the opportunity to be present during the construction and testing of the o� 140 MANUFACTURING 2880 0 NO NEW EMPLOYEES Winchester, VA. 22604 Winchester, VA 22604 869-1111 control strip. �^ EXISTING TREE �4 J� 15" OAK 15" PINE A (540) 868-1061 (540) V21. Approval of these plans shall expire three (3) years from the date of the approval letter. Power: Allegheny Power Phone: Verizon P.O. Box 1458 P.O. Box 17398 V22. Final location of CG-12 Curb Ramps shall be determined by P VDOT inspector. �.. PROPOSED TREE 151 OAK 15, PINE c ��� Hagerstown, MD 21741 V) Baltimore, Mn 21297 1-800-654-3317 (301) 954-6282 FCSA CONSTRUCTION NOTES MISS UTILITY 1-800-257-7777 i 1. WATER AND SEWER LINES ARE TO BE CONSTRUCTED IN ACCORDANCE WITH THESE PLANS. THE LINES SHALL ADDITIONALLY MEET ALL REQUIREMENTS OF THE FREDERICK COUNTY SANITATION AUTHORITY. DATE REVISION SEAL COVER SHEET FIRE MARSHALL S NOTE 2. THE CONTRACTOR SHALL COORDINATE WITH, AND ARRANGE FOR INSPECTION BY THE AUTHORITY. Project Name: 3. EXACT LOCATIONS OF WATER AND SEWER SERVICES ARE TO BE COORDINATED WITH THE AUTHORITY'S INSPECTOR. EASTERN SUPPLY FIRE LANE MARKINGS AND SIGNAGE Any "No Parking" signs and yellow painted curb 4. THE SANITATION AUTHORITY'S MAINTENANCE DEPARTMENT IS RESPONSIBLE FOR THE INSTALLATION OF OF F locations will be installed by field inspection at WATER METERS THROUGH 2" IN SIZE. BEFORE A PERMANENT METER IS SET, THEY REQUIRE: 1) THE FRAME Owner: Address, Including Zip Code & Telephone No. the direction of the Fire Marshall's office. AND COVER TO BE PROPERLY ALIGNED WITH ITS METER BOX AND YOKE BAR; 2) THE FRAME AND COVER TO r BE SET TO THE FINAL GRADE OF THE LOT; 3) THE DISTANCE BETWEEN THE TOP OF THE COVER AND YOKE 240 MCGHEE ROAD BAR BE BETWEEN 18 AND 21 INCHES; AND 4) ALL COMPONENTS OF THE METER BOX ASSEMBLY TO BE IN MARK D, SMITH T.S.M., INC. WINCHESTER, VA 22604 PROPER WORKING ORDER. IT IS THE DEVELOPER'S/CONTRACTOR'S RESPONSIBILITY TO HAVE THE METER BOX ASSEMBLY INSTALLED CORRECTLY. � N0, 022837 (540) 722-3292 Developer: Address, Including Zip Code &Telephone No. E & S NARRA TI PE 5. FOR WATER AND SEWER SERVICES THAT CONNECT TO EXISTING LINES: 240 MCGHEE ROADN A. THE LOCATION OF THE SERVICE LATERAL IS TO BE COORDINATED WITH THE AUTHORITY'S ENGINEERING `SIGNAL EASTERN SUPPLY WINCHESTER, VA 22604 ASSISTANT. AN APPLICATION FOR SERVICE MUST BE MADE AND FEES PAID BEFORE WORK WILL BEGIN. SHEET INDEX Protect Description B. THE AUTHORITY SHALL FURNISH AND INSTALL ALL 5/8", 3/4" AND 1" WATER SERVICES. (50) 722-3292 Engineer Certifying Plan: Address, Including Zip Code & Telephone No. The purpose of this project is for the construction of a 2880 S. F. Warehouse Addition. C. FOR ALL 1 1/2" AND 2" WATER SERVICES, THE AUTHORITY SHALL MAKE THE TAP AND BRING THE PIPING TO THE PROPERTY LINE. THE CONTRACTOR IS TO FURNISH & INSTALL THE METER VAULT ASSEMBLY. I 151 WINDY HILL LANE Adjacent Properties THE AUTHORITY WILL INSTALL THE METER. D. THE AUTHORITY WILL INSTALL ALL SEWER LATERALS. GREENWAY ENGINEERING WINCHESTER, VA 22602 The adjacent properties are owned by James and Jessie Wilson, Lenoir City Co., and Rite Aid. of Virginia, Inc. (540) 662-4185 6. WHEN AN EXISTING WATER MAIN IS TAPPED FOR THE INSTALLATION OF A NEW LINE: COVER SHEET SHEET 1 DATE: 05/18/05 Erosion Control Program A. THE AUTHORITY SHALL FURNISH ALL LABOR AND MATERIALS TO MAKE THE TAP. SITE PLAN SHEET 2 PROFESSIONAL SEAL & SIGNATURE Install silt fence B. THE DEVELOPER/CONTRACTOR MUST: 1) MAKE APPLICATION FOR THE TAP, 2) PAY DEPOSIT (BEFORE APPROVAL WORK BEGINS); 3) MARK THE LOCATION OF THE TAP; AND 4) MAKE FINAL PAYMENT WHEN THE WORK IS I THESE PLANS ARE IN CONFORMANCE WITH Maintenance Program COMPLETED. COUNTY OF FREDERICK STANDARDS AND _ SCALE: N/A 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least 7. THE CONTRACTOR SHALL TIE-IN A NEW LINE TO AN EXISTING MANHOLE BY CORE DRILLING THE MANHOLE. ORDINANCES. ANY DEVIATION OR CHANGE �/ daily during prolonged rainfall. Damaged and/or deficient areas will be repaired or improved immediately IN THESE PLANS SHALL BE APPROVED BY / J�f s - �'' /''� I� DESIGNED BY: 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion 8 ANY WATER SERVICE LINE MUST HAVE A DOUBLE CHECK VALVE OR RPZ BACKFLOW PREVENTION THE ZONING ADMINISTRATOR PRIOR TO _ AS control effectiveness. Additional measures will be installed immediately where deficiencies are found. ASSEMBLY, AS REQUIRED, INSTALLED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1015 OR 1013. A CONSTRUCTION. FREDERICK COUNTY ZONING ADMINISTRATOR DATE 3. Permanent erosion control measures include the establishment of grass on exposed surfe.ces disturbed REMOTE READOUT IS REQUIRED. JOB NO. 0617 in the construction process, excluding the road surface. 9. ALL FIRE LINES SHALL HAVE A DETECTOR DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY OR A * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF PLANNING DEPT APPROVAL RPZ BACKFLOW ASSEMBLY AS REQUIRED. THE ASSEMBLY SHALL MEET ASSE STANDARD No. 1048 OR 1047. A REMOTE READOUT IS REQUIRED. * SITE PLAN VALID FOR (2) TWO YEARS FROM DATE OF FCSA APPROVAL SHEET 1 OF 02 O-5i -0 t i e d o � 4 (P N 40"29'28" W 13.31' WINCHESTER CASKET CO. ZONED: Mt }' \--� �I_-- ---- -- -- ---� USE: COMMERCIAL ( rn m X llt� T, D 1 i 1U i la ly lu , tu �- � U I E I _, 1 I > I I' EX. GONL, I I i FLU1„1E I II ' ALLEN R. KNOTT$, SR. ZONED: Ml USE: MINI STORAGE E X. F. 1 434(19))-20 JAMES T. t JESSIE S. WILSON D.B. 595 PG. 409 ZONED: M1 USE: COMMERCIAL N 49°30'32" E roroO.00' 43-((19))-24 WALTER S. a BETTY A. WILSON D.B. 145 PG. 31 ZONED: MI USE: COMMERCIAL EX. WHITE PINE SGREENINt-i �ckao c �0- 000 0 h 00000 (D(D(DocDa(D(�G)(D(D(Dace(Doo(D(D(D 0o_eDoo.---&-oaa(Df0ao0eo, 0 � -oc� _ X X_ X— X ' X �X II I ~ +yo \\ ImD PROPOSED / OVERHEAD DOOR ��' \ \ i 6 I Ax 7O8.Cl i I EX. U.IARENOUSE ADDITION � �� I -120O S.F. 2550 S.F. 0 I I tom° I 1"F = 103.5 I HT = lro' �4 3'-DOOR \ \ � / -- � i f PT = 1� f EX. STORAC-sE \ \ / t C� BUILDING x 0-x � m EX. OPAQUE CHAIN� 01 (/ � —__ W ' LINK FENCE i 0f \ '4 707.5 ,' ,/ I I (D (Dm --- -j EX. LOADINGS SPATESLu EK G47-, (D I / / I d I f 105.6I d1 .� Li o I 0 x 705.7 F 1:�g F" RI Q 11 l ti--II 0; X Q I x 706. EX. GRAVEL 1- I, N to w I EX- I I i y I EX. LIGPT 1 ! STORAGE AREA I X a _ � OFFICE EX. FABRIGATION SNOP W I f I AREA 000 s.F. o I( `� i / I i I 0 _ L-- I I Fr- = -►14.0 m i L _ 110001 I I 1 S.F, i I I / y I 1- - I I I 11 l� 705.5 1 � Ix I Q EX. Him RAl`1P 'R 70q.4+ i 1 / 11 I10' a ' 1 a; EX. H(:; _ �I 705.0 1 � �- — — _ �� f FARING �. I l 1 — - 11 ----- ; r-it I li Ar x /'jX15TING NCE4 G,4TE Il I \\ // 1 /f I I \ ell// OVERs-1ED DOOR f \ 1 x -705.6 / F% / I A / ' I� I I Q w \ it EX. G,4TE / 1 � � / k 1 1 � `� f/ EX. 51.U"i POND 3 DOOR / / I x 70'1.3 1 } 1 � I k I EX. WAREHOUSE BUIdDIi'1G: 1,200 S.F. �0' F = i1�J.25 I k t I 1 \ l f l 25 BJ;R-L- _ — — — INV=104.35 / �K �- -- -- X_ _ X -_��C _ — - _ -- E--.�—���-� � � � 00 � (�� � �� � � ©^®� � ��/.q-��)���.�^�,p�(�a-��)��� ����k-���-a�-��/��}�- ���-.~�7��}�,��-/.r^-�t���r^^^���,' ���,r��� 4 k k h k k k k h k 4 k k k k k k �. J i.J `J \J O lJ (D ��D m+...° '�._J iJ O..P 0,.�' �..� : �.i I 4 o- I` �..i O> '�✓ "`/ Ex. ELEC. BOX Q � (D (D (D (D (D 0 (D � � ® � O (D 0 X. IGHT S 49 3032 W 6&0.O0 EX. WHITE PINE SGREENING EX, 15" G1-1P — — — — — -- — — — — — — — — INV=-103.81 STORM WATER NOTE: NO INCREASE IN STORM WATER RUNOFF DUE TO THIS BUILDINGS ADDITION. 43-((19))-1 LENOIR CITY CO. D.B. 344 PCs. 235 ZONED: M1 USE: VACANT NOTE: EX. WHITE PINE SGREENIN& TREES IN POOR CONDITION WILL NEED TO BE REPLAGED DURING 51TE DEVELOPMENT. 43-((19))-lA RITE AID OF VIR31NIA, INC. D.B. 8Oi PCs, 261 ZONED: MI USE: COMMERCIAL W W w cli o m Ln co rQ m �rn � I Oc w a) � o W � a� U Lo E-w rn w rn co 1+4 ow� 0 H x H Q p � r? o ARK D, ITH 1 No.022837 -s A SIGNAL O U Z Z oQ �D Q� zw C E, E-, N Z � O W � �Q c wQ Wo Q z� ow O a W DATE: 05/18/05 1 SCALE: 1"= 30' DESIGNED BY: AS FILE NO. 0617 SHEET 02 OF 02 radw-m