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HomeMy WebLinkAbout66-99 Eastern Supply (revised site plan) - Gainesboro - Backfile (2)a U 0 0 0 Cli m R, w Ln 0 D CD o, 3 M U 0 0 w a `n GENERAL NOTES VDOT GENERAL NOTES" LECEND VICINITY MAP 0 z SC,4LE" 1II - 1200' V1. All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INTERMEDIATE CONTOUR _ 33 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 EXISTING INDEX CONTOUR 330 ,y `' - 5111110' w County construction standards and specifications and/or current VDOT standards and specifications. and Sediment Control Regulations and any other state, federal, or local regulations c - l - y�� w o 2. Measures to siltation, including detention serving as silt basins during construction, applicable. In the event of conflict between any of these standards, specifications or PROPOSED CONTOUR 40 -- -�� �� EX E�P z N u7 v 00 control erosion and ponds plans, the most stringent shall govern. EXISTING EDGE OF PAVEMENT - - _� _ _ V O � must be provided prior to issuance of the site development permit. The approval of these plans in no way PROP E/P 'f''Z p �� (0 C relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion V2. All construction shall comply with the latest U.S. Department of Labor Occupational PROPOSED EDGE OF PAVEMENT EX C&G 'C-F- ��j, P- .g z N N I a N U) Control Handbook. Safety &Health Administration and VOSH Rules &Regulations. EXISTING CURB AND GUTTER -" - _ :[�= ' w Q (0 � � 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROP C&G �; Z z � VDOT and Frederick Count prior to construction in existing State right-of-way. (VDOT) y p g g y V3. When working on VDOT right-of-way, all traffic control whether permanent or temporary, 9� PPROPOSED CURB AND GUTTER Q6 o 0' >, 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is 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 VDOT s EXISTING TELEPHONE LINE P'P\ v it J - > 0 1 0 u7 N 3 required under State law. January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. v� G J c � a) PROPOSED TELEPHONE LINE T T _ - a) 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held EX. 15 RCP t� U,,S z w w O °' with the Developer, Count Representatives, and Representatives of the Virginia Department of Transportation p y p p g' p p V4. Design features relating to construction or to regulation, control and safet of traffic may 9 9 9 Y Y EXISTING STORM SEWER--p--- _.t=-'�E- I- ZZ Z It O (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be be subject to change as deemed necessary by VDOT. PROP. 15" RCP w responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to PROPOSED STORM SEWER 3 I �Q Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT U w :2 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER - - PROJECT INFORMATION Z - w Q I I­_� w representative of the developer must be available at all times. V6. If required by the local VDOT Residency Office, a pre construction conference must be PROPOSED SANITARY SEWER 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE E STREET ADDRESS : 240 McGHEE ROAD Control Devices (MUTCD). contractor, various County agencies, utility companies and VDOT prior to initiation of work. WINCHESTER VA. 22604 PROPOSED ELECTRIC SERVICE 00 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for MAGISTERIAL DISTRICT GAINESBORO S N >-,EXISTING embankment. any undetermined length of time. VDOT will also require 48 hours notice for any GAS LINE -"- ��-�--� - PARCEL IDENTIFICATION NO. 43-((19))-39 � > 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less inspection. PROPOSED GAS LINE . 3185 ACRES LOT AREA 5 � than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE DISTURBED AREA 7,200 S.F. Li.J� 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated adjacent public roadway through construction and maintenance of a construction entrance CURRENT ZONING M-1 on the plans and as required at the field inspection. in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02. FENCE LINE #"-__"""'�"- "-�- CURRENT USE MANUFACTURING WAREHOUSE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained EXISTING POWER POLE PROPOSED USE MANUFACTURING/WAREHOUSE be minimum 6" diameter and conform to VDOT standard SB-1. through construction. EXISTING TELEPHONE POLE � SETBACKS - BUILDING: FRONT: 75 PARKING: SIDE: 25' FROM ROAD R/W: 25' 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during REAR: 25' FROM PROPERTY LINE: 5' one litter receptacle shall be provided at the construction site. and at the end of construction. EXISTING FIRE HYDRANT c8a BUILDING HEIGHT: MAX. HEIGHT = 60' EX. BLDG. = 16' PROP. BLDG. = 16' 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATER VALVE �''' -"' SIGNS: NONE PROPOSED. ANY FUTURE SIGNAGE TO CONFORM TO entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take minimum 36" cover and, when possible, to be installed under roadway drainage facilities. STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free PROPOSED WATER METER 0 condition at all times. V11. Any unusual subsurface conditions encountered during the course of construction shall be HANDICAP RAMP (CG-12) ZONING ORDINANCE. 14. * Notification shall be given to the appropriate utility company prior to construction of water and/or sanitary immediately brought to the attention of the engineer and VDOT. Work shall cease in that DENOTES LOCATION OF STD VDOT OUTDOOR LIGHTING: EX. OUTDOOR LIGHTING FIXTURES sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut vicinity until an adequate design can be determined by the engineer and approved by VDOT. CG-12 AND/OR JURISDICTIONAL DUMPSTER: NONE PROPOSED sheets, and connections to existing lines. STANDARD RAMP CONSTRUCTION V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PARKING INDICATOR 12 OUTDOOR STORAGE: EX. OUTDOOR STORAGE AREA WILL BE SCREENED THROUGH A 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current prior to placement of fill. INDICATES THE NUMBER OF TYPICAL PARKING SPACES COMBINATION OF OPAQUE FENCING AND EXISTING LANDSCAPING. 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 V13. All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall SANITARY MANHOLE IDENTIFIER 12 PARKING CALCULATIONS contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6 lifts to 95% of theoretical maximum density as determined by REQUIRED: OFFICE - 1 SPACE PER 250 S.F. prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P 9 Y 9 9 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 STORM DRAIN STRUCTURE IDENTIFIER 6 FABRICATION = 3 SPACES PER 4 EMPLOYEES PER EMPLOYEE � � �' utility verification and the proposed construction. WAREHOUSE = 1 SPACE O U performed by a quialified independent agency shall be conducted as required in the VDOT EX. OFFICE AREA = 1,000 S.F. = 4 SPACES 44 04 � 17. The developer will be responsible for any damage to the existing streets and utilities which occurs as a Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to EXISTING SPOT ELEVATION 712.0 FABRICATION = 3 EMPLOYEES = 3 SPACES '-' result of his construction project within or contiguous to the existing right-of-way. final VDOT approval. Z 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these PROPOSED SPOT ELEVATION 12.32 TOTAL SPACES REQUIRED = 7 SPACES PROVIDED = 21 O ►-� O Q p must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site plans further determined F-+ '-' development permits. and where necessary by VDOT Inspector. EXISTING TREE DRIP LINE Q n 14 > 19. The developer will be responsible for the relocation of an utilities which is required as a result of his P P Y 9 V15. The installation of an entrances and mailboxes within an dedicated street right-of-way Y Y 9 Y �� t �.%' ' '' HANDICAP PARKING 1-25 = 1 SPACE REQUIRED Q Z � � (� project. The relocation should be done prior to construction. shall meet VDOT minimum design standards and is the developers responsibility. EXISTING TREE `� 15" OAK -�-� Ji r y =:'f Yam\; 1t 1_ HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 W H Z 20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected V16. If required by the local VDOT Residency Office, copies of all invoices for materials within LOADING SPACES a,,, Z U) � in accordance with state law. In the event grave sites are discovered during construction, the owner and any dedicated street right-of-way must be provided to the VDOT Inspector prior to 1 PER 40,000 S.F. OF FLOOR AREA '-' � O engineer must be notified immediately. acceptance of work. Unit and total prices may be obscured. TOTAL FLOOR AREA = 6,000 S.F. W � E-' Z � O 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement SPACES REQUIRED = 1 SPACES PROVIDED = 4 ►-+ � at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. markings must be installed by the developer or, at VDOT s discretion, by VDOT on an NO ADDITIONAL EMPLOYEES ARE PROPOSED O U 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard AASHTO-T99, ASTM-D698, VTM-1 Density shall be certified b account receivable basis. LANDSCAPED AREA REQUIRED = 25% = 57,918 S.F. Q W Q IN= 04 X O W proctor or as applicable. a registered pp y y g EX. BLDG. & PROP. BLDG. = 13,200 S.F. M Q professional engineer and results submitted to Frederick County prior to pavement construction. If a report has been it should supersede the requirements in this note. TRIP GENERATION DATA PROP. PAVED & GRAVEL AREA = 121,100 S.F. � U1 > O U) W geotechnical prepared, TOTAL = 134,300 S.F. W a W � 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating 231,674 S.F. - 134,300 S.F. = 97,374 S.F. 04 (D � Z W � CLASS USE PER PERSON N0. EMPLOYEES TRIP RATE VPD or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement 97,374 S.F./231,674 S.F. = 42% 124 Q., W of excavation or demolition. Names and telephone numbers of the operators of underground utility lines 140 MANUFACTURING 6000 5 5 EMPLOYEES @ 2.0 10 in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 6000 S.F. @ 3.8/1000 23 F.A.R. CALCULATIONS TOTAL 33 REQUIRED 1.0 Water/Sewer: Frederick County Sanitation Authority EX. BLDG. = 6,000 S.F. P.O. Box 1877 PROP. BLDG. = 7,200 S.F. Winchester, VA. 22604 TOTAL = 13,200 S.F. (540) 868-1061 13,200 S.F./231,673.86 S.F. = 0.057 (F.A.R. Phone: Bell -Atlantic P.O. Box 17398 ENVIRONMENTAL FEATURES Baltimore, MD 21297 FEATURE EX. ACREAGE (301) 954-6282 FLOODPLAINS 0 MISS UTILITY 1-800-257-7777 LAKES & PONDS 0 Power: Allegheny Power WETLANDS PL 1 AC. 0 P.O. Box 1458 SINKHOLES 0 Hagerstown, MD 21741 NATURAL STORM WATER 1-800-654-3317 DETENTION AREAS 0 STEEP SLOPES PL 15% 0 Gas: Shenandoah Gas Co. WOODLANDS 0 P.O. Box 2400 Winchester, VA 22604 DATE REVISION VER 115HE T SEAL C®V (540) 869-1111 Project Name: E45TEfRN 5 W FL EASTERN SUPPLY E & S NARRATIVE OFF �TH rrQO Owner: Address, Including Zip Code & Telephone No. g� fy n5 EBERT ROAD (P.O. BOX 1445) Project Description MARK D. SMITH 9 T.J.M., INC. WINCHESTER, VA 22604 (540) 122-32132 The purpose of this project is for the construction of a 7,200 S. F. storage building. "d No.022837 '�O� Developer: Address, Including Zip Code & Telephone No. Ad jacent Properties IS5 EBERT ROAD (P.O. BOX �s`sjONAL ��� E,QSTERN CJU�'�'L� 1445) SHEET INDEX WINCHESTER, VA. 22604 The adjacent properties are owned by James and Jessie Wilson, Lenoir City Co., and Rite Aid of Virginia, Inc. (540) 122-32132 Erosion Control Program Engineer Certifying Plan: Address, Including Zip Code & Telephone No. 151 WINDY HILL LANE Install silt fence GR Y ENGINEERING WINCHESTER, VA 22r002 COVER SHEET SHEET 1 OF 2 PROFESSIONAL SEAL &SIGNATURE (540) 662-4185 Maintenance Program REVISED SITE PLAN SHEET 2 OF 2 THESE PLANS ARE IN CONFORMANCE WITH APPROVAL DATE: 08- 23-99CITY 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily OF WINCHESTER STANDARDS AND during prolonged rainfall. Damaged and/or deficient areas will be repaired or improved immediately. ORDINANCES. ANY DEVIATION OR CHANGE SCALE: N/A 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion IN THESE PLANS SHALL BE APPROVED BY ,/� / THE DIRECTOR OF PLANNING PRIOR TO V( /6/ DRAWN BY: control effectiveness. Additional measures will be installed immediately where deficiencies are found. CONSTRUCTION. 3. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed FREDERICK COUNTY ZONING ADMINIST ATOR DATE CAS in the construction process, excluding the road surface. FILE NO. .0617 * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL SHEET 1 OF 2 PI.N. 43 19 19 Wjmcf•4"TM CASK61h U5E: COMMCRGIAL _ v+ X W I :pP�P. C-G-12 HANDICAP P-AMP "vo- TiONS -Tb Be DETF_p•MIINe P 5y VpoT .LNSPEGToR P.IN • 43 a .00 ALLEN R. 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All work on this project shall conform to the latest editions of the Virginia Department of EXISTING INTERMEDIATE CONTOUR _.__.33__ �,� 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 EXISTING INDEX CONTOUR 330 w County construction standards and specifications and/or current VDOT standards and specifications. and Sediment Control Regulations and any other state, federal, or local regulations c w o applicable. In the event of conflict between any of these standards, specifications or PROPOSED CONTOUR - - ----- 40 -- - - _____________._ 'S�� z cV u7 0 2. Measures to control erosion and siltation, including detention ponds serving as silt basins during construction, plans, the most stringent shall govern. EXISTING EDGE OF PAVEMENT ___.___._ EX E P __I __.. ____ _ ___. �o o 00 -Y must be provided prior to issuance of the site development permit. The approval of these plans in no way PROP E/P 'f�Z "gip 0 (0 d - relieves the developer or his agent of the responsibilities contained in the Virginia Siltation and Erosion V2. All construction shall comply with the latest U.S. Department of Labor Occupational PROPOSED EDGE OF PAVEMENT 'GF� N I a Control Handbook. Safety & Health Administration and VOSH Rules & Regulations. EXISTING CURB AND GUTTER = EX C&G =- �j / w Q cv 000 3. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation PROP C&G j, �� Z Z u7 (VDOT) y p g g y. VDOT and Frederick Count prior to construction in existing State right-of-way. V3. When working on VDOT ri ht-of-wa all traffic control, whether g right-of-way, permanent or temporary, shall be in accordance with the current edition of VDOT's work area manual. PROPOSED CURB AND GUTTER ��" �- Q - -� ^� � o I a 4. Approval of this plan does not guarantee issuance of an entrance permit by VDOT when such permit is protection Furthermore, all traffic control flaggers must be certified in accordance with VDOT s EXISTING TELEPHONE LINE Q'�'� v -� 5 3 N required under State law. January, 1994 (or latest edition of) Road &Bridge Specifications, Section 104.04-C. d� G .. c I� a� „ PROPOSED TELEPHONE LINE T T. .. _ 5. The exact location of all guard rails will be determined by VDOT personnel. A joint inspection will be held n EX. 15 RCP t� z � w w L- with the Developer, County Representatives, and Representatives of the Virginia Department of Transportation V4. Design features relating to construction or to regulation, control and safety of traffic may EXISTING STORM SEWER u5 _.�'EE- II-- Z C 0) (VDOT) to determine if and where guard rail and/or paved ditches will be needed. The developer will be be subject to change as deemed necessary by VDOT. PROP. 15" RCP w D o w O I J responsible for providing guardrail and paved ditches as determined by this joint inspection." Refer to PROPOSED STORM SEWER �' =�_ Virginia Department of Transportation (VDOT) Guard Rail and Paved Ditch Specifications. V5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT 0 W J X 6. An approved set of plans and all applicable permits must be available at the construction site. Also, a land use permits for any work on VDOT right-of-way. EXISTING SANITARY SEWER PROJECT INFORMATION r- Z �' § ~ w representative of the developer must be available at all times. V6. If required by the local VDOT Residency Office, a pre construction conference must be PROPOSED SANITARY SEWER STREET ADDRESS 240 McGHEE ROAD 7. Warning signs, markers, barricades or flagmen should be in accordance with the Manual on Uniform Traffic arranged and held by the engineer and/or developer with the attendance of the EXISTING ELECTRIC SERVICE E Control Devices (MUTCD). contractor, various County agencies, utility companies and VDOT prior to initiation of work. WINCHESTER, VA. 22604 �- PROPOSED ELECTRIC SERVICE { Q) O 8. All unsuitable material shall be removed from the construction limits of the roadway before placing V7. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for MAGISTERIAL DISTRICT GAINESBORO embankment. any undetermined length of time. VDOT will also require 48 hours notice for any EXISTING GAS LINE - ----- -��-� -� - - PARCEL IDENTIFICATION NO. 43-((19))-39 �> 9. All pavement sections on the approved plans are based on a minimum CBR value of 6. CBR values less inspection. PROPOSED GAS LINE LOT AREA 5.3185 ACRES o Z than 6 will require revised pavement section prepared by Greenway Engineering and approved by the owner. V8. The Contractor will be responsible for maintaining adequate access to the project from the PROPERTY LINE DISTURBED AREA 7,200 S.F. W� 10. All roadside ditches at grades of more than 5% shall be paved with cement concrete to the limits indicated adjacent public roadway through construction and maintenance of a construction entrance CURRENT ZONING M-1 on the plans and as required at the field inspection. in accordance with the Virginia Erosion &Sediment Control Handbook, Sec 3.02. FENCE LINE '- CURRENT USE MANUFACTURING /WAREHOUSE 11. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The pipe shall Furthermore, access to other properties affected by this project shall be maintained EXISTING POWER POLE {} PROPOSED USE MANUFACTURING/WAREHOUSE be minimum 6" diameter and conform to VDOT standard SB-1. through construction. SETBACKS - BUILDING: FRONT: 75, PARKING: 12. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; no less than V9. Contractor shall ensure adequate drainage is achieved and maintained on the site during EXISTING TELEPHONE POLE � SIDE: 25' FROM ROAD R/W: 25'REAR: 25' FROM PROPERTY LINE: 5' one litter receptacle shall be provided at the construction site. and at the end of construction. EXISTING FIRE HYDRANT cBa 16' BUILDING HEIGHT: MAX. HEIGHT = 60' EX. BLDG. = 16' PROP. BLDG. = 16' 13. The contractor shall provide adequate means of cleaning mud from trucks and/or other equipment prior to V10. All water and sewer lines within existing or proposed VDOT right-of-way are to have EXISTING WATER VALVE SIGNS: NONE PROPOSED. ANY FUTURES TO CONFORM TO entering public streets, and it is the contractors responsibility to clean streets, allay dust, and to take minimum 36" cover and, when possible, to be installed under roadway drainage facilities. STANDARDS OF SECTION 165-30 OF THE FREDERICK COUNTY whatever measures are necessary to insure that the streets are maintained in a clean, mud and dust free PROPOSED WATER METER 0 condition at all times. V11. Any unusual subsurface conditions encountered during the course of construction shall be HANDICAP RAMP (CC-12) ZONING ORDINANCE. 14. * Notification shall be given to the appropriate utilit com an prior to construction of water and/or sanitary 9�Y company P / Y immediately brought to the attention of the engineer and VDOT. Work shall cease in that DENOTES LOCATION OF STD VDOT OUTDOOR LIGHTING: EX. OUTDOOR LIGHTING FIXTURES sewer lines. Information should also be obtained from the appropriate authority concerning permits, cut vicinity until an adequate design can be determined by the engineer and approved by VDOT. CG-12 AND/OR JURISDICnoNAL DUMPSTER: NONE PROPOSED sheets, and connections to existing lines. STANDARD RAMP CONSTRUCTION V12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector PARKING INDICATOR 12 OUTDOOR STORAGE: EX. OUTDOOR STORAGE AREA WILL BE SCREENED THROUGH A 15. All sanitary sewers and water mains and appurtenances shall be constructed in accordance with the current prior to placement of fill. INDICATES THE NUMBER OF TYPICAL PARKING SPACES COMBINATION OF OPAQUE FENCING AND EXISTING LANDSCAPING. 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 V13. All roadway fill, base, subsurface material and back fill of utility/storm sewer trenches shall SANITARY MANHOLE IDENTIFIER 12 PARKING CALCULATIONS contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed be compacted in 6 lifts to 95% of theoretical maximum density as determined by REQUIRED: OFFICE - 1 SPACE PER 250 S.F. prior to construction. The contractor shall inform the engineer of an conflicts arising from his existing P 9 Y 9 9 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 STORM DRAIN STRUCTURE IDENTIFIER 6 FABRICATION = 3 SPACES PER 4 EMPLOYEES04 E-+ utility verification and the proposed construction. WAREHOUSE = 1 SPACE PER EMPLOYEE O U 17. The developer be for damage to the performed by a qualified independent agency shall be conducted as required in the VDOT 712 0 EX. OFFICE AREA = 1,000 S.F. = 4 SPACES 44 � � � will responsible any existing streets and utilities which occurs as a his to the Road and Bridge Specifications. A copy of all tests shall be submitted to VDOT prior to EXISTING SPOT ELEVATION FABRICATION = 3 EMPLOYEES = 3 SPACES Z �-+ result of construction project within or contiguous existing right-of-way. final VDOT approval. Z Z 18. When grading is proposed within easements of utilities, letters of permission from all involved companies V14. VDOT Standard CD and UD underdrains shall be installed where indicated on these PROPOSED SPOT ELEVATION 12.32 TOTAL SPACES REQUIRED = 7 SPACES PROVIDED = 21 O ,.� O Q must be provided to Frederick County Sanitation Authority prior to issuance of grading and/or site plans E--� (1; development permits. and further where determined necessary by VDOT Inspector. EXISTING TREE DRIP LINE 1-4 19. The developer will be responsible for the relocation of an utilities which is required as a result of his P P Y q V15. The installation of an entrances and mailboxes within an dedicated street right-of-way Y Y 9 Y f ^ �. � ��,-�; 'S �� �' HANDICAP PARKING 1-25 = 1 SPACE REQUIRED � � � project. The relocation should be done prior to construction. shall meet VDOT minimum design standards and is the developer's responsibility. EXISTING TREE 5`Nv y , 15" G'F�h: a ; -� 15" PINE v' �a HANDICAP VAN ACCESSIBLE SPACE PROVIDED = 1 W � � 20. These plans identify the location of all known grave sites. Grave sites shown on this plan will be protected V16. If required by the local VDOT Residency Office, copies of all invoices for materials within LOADING SPACES z a' Z U� �D in accordance with state law. In the event grave sites are discovered during construction, the owner and any dedicated street right-of-way must be provided to the VDOT Inspector prior to 1 PER 40,000 S.F. OF FLOOR AREA '-' O engineer must be notified immediately. acceptance of work. Unit and total prices may be obscured. TOTAL FLOOR AREA = 6,000 S.F. W Q C-+ E- 21. The contractor is to verify field conditions prior to and during construction and notify Greenway Engineering V17. Prior to acceptance by VDOT of any streets, any required street signage and/or pavement SPACES REQUIRED = 1 SPACES PROVIDED = 4 ►-- � at (540) 662-4185 immediately of any discrepancies between actual field conditions and the approved plan. markings must be installed by the developer or, at VDOT s discretion, by VDOT on an NO ADDITIONAL EMPLOYEES ARE PROPOSED W O U 22. Controlled fills shall be compacted to 95% of maximum density as determined by method "A" per standard account receivable basis. LANDSCAPED AREA REQUIRED = 25% = 57.918 S.F. Q Q W O proctor AASHTO-T99, ASTM-D698, or VTM-1 as applicable. Density shall be certified by a registered W W professional engineer and results submitted to Frederick County prior to pavement construction. If a EX. BLDG. &PROP. BLDG. = 13,200 S.F. U) eotechnical report has been re ared, it should supersede the requirements in this note. 9 P prepared, P q TRIP GENERATION DATA PROP. PAVED & GRAVEL AREA = 121,100 S.F. TOTAL = 134,300 S.F. > O W co W W a 23. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating Q4 O Z CLASS USE PER PERSON N0EMPLOYEES TRIP RATE VPD or blasting at least two (2) working days, but not more than ten (10) working days, prior to commencement . 231,674 S.F. - 134,300 S.F. = 97,374 S.F. p; excavation or demolition. Names and telephone numbers of the operators of underground utility lines 97,374 S.F./231,674 S.F. = 42%Wof in Frederick County appear below. These numbers shall also be used to serve in an emergency condition. 140 MANUFACTURING 6000 5 5 EMPLOYEES Cs� 2.0 10 6000 S.F. @ 3.8/1000 23 F.A.R. CALCULATIONS TOTAL 33 REQUIRED 1.0 Water/Sewer: Frederick County Sanitation Authority EX. BLDG. = 6,000 S.F. P.O. Box 1877 PROP. BLDG. = 7,200 S.F. Winchester, VA. 22604 TOTAL = 13,200 S.F. (540) 868-1061 13,200 S.F./231,673.86 S.F. = 0.057 (F.A.R. Phone: Bell -Atlantic P.O. Box 17398 1 1 1 1 ENVIRONMENTAL FEATURES Baltimore, MD 21297 FEATURE EX. ACREAGE (301) 954-6282 FLOODPLAINS 0 MISS UTILITY 1-800-257-7777 LAKES & PONDS 0 Power: Allegheny Power WETLANDS PL 1 AC, 0 P.O. Box 1458 SINKHOLES 0 Hagerstown, MD 21741 NATURAL STORM WATER 1-800-654-3317 DETENTION AREAS 0 STEEP SLOPES PL 15% 0 Gas: Shenandoah Gas Co. WOODLANDS 0 P.O. Box 2400 Winchester, VA 22604 DATE REVISION COVER SHEET (540) 869-1111 ,SEAL Project Name: F=A5Tr=fRN&UfL EASTERN SUPPLY E & S NARRATIVE OF pI �TH Owner: Address, Including Zip Code & Telephone No. N95 EBERT ROAD (P.O. BOX 1445) Project Description o MARK D. SMITH T.61' 1., INC. WINCHESTER, VA 22604 (540) 122-3292 The purpose of this project is for the construction of a 7,200 S. F. storage building. No.022837 '�O� Developer: Address, Including Zip Code & Telephone No. Adjacent Properties �'� �� IS5 EBERT ROAD (P.O. BOX `SIGNAL EA&TERN 5uf��-� 1445) SHEET INDli'11 ' WINCHESTER, VA. 22604 The adjacent properties are owned by James and Jessie Wilson, Lenoir City Co., and Rite Aid of Virginia, Inc. (540) 122-3292 Erosion Control Program Engineer Certifying Plan: Address, Including Zip Code & Telephone No. el WINDY HILL LANE Install silt fence GREENWA ' ENGINEERING WINCHESTER, VA 22602 COVER SHEET SHEET 1 OF 2 PROFESSIONAL SEAL &SIGNATURE (540) 662-41&5 Maintenance Program REVISED SITE PLAN SHEET 2 OF 2 THESE PLANS ARE IN CONFORMANCE WITH APPROVAL_ DATE: 08-23-99CITY 1. The contractor will inspect all erosion and sediment control measures after each rainfall and at least daily OF WINCHESTER STANDARDS AND ' during prolonged rainfall. Damaged and/or deficient areas will be repaired or improved immediately. ORDINANCES. ANY DEVIATION OR CHANGE SCALE: N/A 2. Furthermore, the contractor will make a daily review of areas of construction activity to insure erosion IN THESE PLANS SHALL BE APPROVED BY-----'-" '-� control effectiveness. Additional measures will be installed immediately where deficiencies are found. THE DIRECTOR OF PLANNING PRIOR TO � G � DRAWN BY: CONSTRUCTION. 3. Permanent erosion control measures include the establishment of grass on exposed surfaces disturbed FREDERICK COUNTY ZONING ADMINISTRA R DATE CAS in the construction process, excluding the road surface. FILE NO. 0617 * SITE PLAN VALID FOR (5) FIVE YEARS FROM DATE OF APPROVAL SHEET 1 OF 2 _ `'b' 'jj� P. W - 43 19 19 WINcK"TER CA5KET�. ZONED : M � I U5E: COMMC-RUAL _ 010 -Ex__tiT P-12 HANDICAP P-AMP l.or'r -n cw 5 'Tb Be DETEPLIMINP-D 5y VDoT .LNSPEGToFR P. IN. a 90 AU.EN R. OTI 5z- _z0NEt> : M-•I 1.15E: Mimi VMRA c- &UP- E _ AQ PA 7 A FrAMU-9 71 I NOTE.: _.DAMAGED PctRTIoNS oP EX19,7ING GuTT&_Fz To B6 F-EMcVED AND REPT.�GBD-"�FTDER-. (51R-lLT1oNs P.I..N. llb_ t.3-.- Zo J A M E 5 T. >E -.J E 5- I E S. w 1 l..'S/v N ,/VA.LTE� Mr -TT( A. WIL541N D.B. 74s, PG. 31 To pl-f✓ D . STA P- . EX P S---- • •_ I I OOO OOUT OO O 6OO �;� H=G.-PAWP �t��0:o'010 •0010 000 0ob.0•o0 0 0 00.00-0bo 00 , I� �lr - i Z�-bµlLD1N.G p-ESTF=IGTIoN LINE 0 , FR POS - _E aN�. �� �— — EDg E Eel. �RA1lEL . T '` 0 , I 211 PVG SGFI AO _ S 0 � I _ n F-- FORCE 5E W E(Z U 0 ' I 0 / 1 / k OVTDdsR tu 4 , ' O ' STo FLA G E A A ' P�zQP. �4 "Ir✓AT�ER SERVicE1 ATS To _ [�E �L_==- --- I , - - , _ _ - - - - - x O �• 11 7-7 , ° O � • >v AS ot'QO51'T'E 51pE bF P�tx•I 1 p �. I`I. 43 49 39 O 1 - -- FI; MCC 5c r 1 @ ' / 1 PA\/E D AI6A , I ; -r 6 rat, i tic • � 0 ' I� � � -v►TG�c_s�trer�-T' 0� � � � �, I . I � I SS PG. 14-81 x a 0 0 Z uT 4 ,, I ZONED v 1 ° - o N F- sOU5� I Z r� o�fl� USE MAN U,FACT JKI �I /WAIZE N t� d I IZI — _ 4 AMEN Ex: BL7tt�DcNG _ I 1 � r I 1 W Y I Q ' IIL o► SWO P 0 lea O T.-0 30 olro . �a6L fT W. N t 5�000 I C� EWEP�._SEP-,,�� - �Ivs+► \ K O s ' � � � E6G_E s w ,. EX. I" WA'TEP- , 1 lr _ ; ` ' - - ' lP►VEL F.L. r - .aate _ f- PP'dP. POLE ; v� ° — i r E X 157 1 N4 ;, .G. RA V E L �� ' M�t.TI`QF15_" �//rN► ` , 1 _ SSoF-AG E tzE A 0 ?A' 4 l.e�►DIt,IG 1 i EX . _ . N A 1 N L.I N IL. ,,yy,��� 1 \ PRoP-LG- lZ W ` _ O 'f► PAVED A tzEA r, ;. 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SECTION 9-8 ■ "I'""" m�,•arrr .•rr -•••- p•• ti_ Il a h ro•• N rwm w w M ► r rrwr .'• tq•-•. wr•+•arr.VA,lrr•N�MM Iry1•hY._WI.•Yrw+h•n•.w w•rt-sM r•h�nrr"n lh.rrMl lid' II_ry r Cawr ,.r••r NI►M. Ir• t�•'a «wsrr•rr rlM.r! I • r Ir.ti I .nw I al r rrr r •h'7 Mr'1 1' IrMrn• • :.."rT,'.'1'IrT..f1'ir .•.rw . rw.• r rhrs- h ,►w.mr w •-I�iwri e`rn•.ip •.r h rrl.r� wNrrr« r•.rmwr r-. « rr••r .� A' n>.a ..+.«'.h Iwrrw•a r.W • 1 ^C'anw.6l WN iw h tvrM Irhr .r/tlI rn r�.i r rrr7 rrr .hw.+uv.w•a M...+.rw rr,. r..+r. CURB RAMP ,rr,•e, tPERSONS WITH MOBILITY IMPAIRMENTS) IOSM M••hN S-t!M Merl town[Ms or rt,rneMl•neM se. cGi- 1 Z OETA/ I. IA lt7 of VIMGIHIA, 1NG• 1 _.—t7_b__ 807,.. ..PG • Z S 1 E P=•G (A L �0 I N �- 1� 1� � I 1 1 � 1 1 I � I , z o� W W O ado Z N I Z op C N 04 tC N O 5 N Q = n Z c 9) o5.1 v CL W C]C SO c o < C.7 �� AA h 4 c p v► C • •S W to �-� L CL�bt Lh _l•• !� t Q 1,. Ii �: 0 `Q � N h a`c Vj 3 S N � � O � tIiIA ol �� < O