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HomeMy WebLinkAbout017-98 Costco Warehouse (Revised) - Gas Pump & Canopy Addition - Backfile (2)CONSTRI CTON NOTES GENERAL 10 L--MY-.&7 I MiA 06 1. The contractor shall furnish all materials, labor and equipment and perform all worts including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, szlr� ficotions for all work to be in accordance with applicable Standards and Construction Specifications of The inia Deportment of Transportation, Virginia Department of Health, Frederick County Sanitation Authority the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility 1-800-257-77 . 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1, A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temppoorary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized durng the construction period. 3. All erosion control structures shown or as required during construction shah be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earnest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 5. 'All unpaved areas of the site which are disturbed by this construction shall be provided with a topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve fawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY I. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the Frederick County Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field. Contractor to provide assistance as the inspector may require in this effort 3. Temporary termination of sewer line shall be plugged with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from the plug eighteen (18) Inches above the ground. The top six (6) inches of the post shall be painted green Sewer lateral elevations to be compatible with gravity service to proposed buildings as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and over be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3� the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of he meter box assembly to be in proper working order. It is the contractor's responsibility to have the meter box installed correctly. 5. The Frederick County Sanitation Authority shalt install oil water and sewer services that connect to existing lines. The location of the tap and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will furnish the materials for and make the tap. The contractor must make application for and pay the cost of t is work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1 All work on this protect shall conform to the latest editions of the Virginia Department of Transportation (VDOT) Rood 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 govern. 2 All construction shall comply with the latest U.S. Department of Labor Occupational Safety & Health Administration and VOSH Ruies & Regulations, 3 When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of 'AJOT's work area protection manual. Furthermore, all traffic control floggers must be certified in occordonce with VDOT's January, 1994 (or latest edition of) Rood & Bridge Specifications, Section 104.o4-C. 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by V00T. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-way. 6. If required by the local VDOT Kesidency Office, a preconstruction 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 erior to initiation of work. /. Contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VOOT will also require 48 hours notice for any inspection. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Vraihio Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this projects all be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. 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. 11 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 V.D O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13, All roadway fill, base, subsurface material and bockfill of utility/storm sewer trenches shall be compacted in 6" lifts to 95% of theoretical maximum density as determined by AA HTO 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 Rood and Bridge Specifications. A copUDy of all tests shall be submitted to VDOT prior to final VDOT approval. 14. VDOT .Standard CD and underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15, The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the developer's responsibility. 16. If required by the local VDOT Residency Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an occount receivable basis. 0 0�") '�n 77L) ("C, AL L) L �A �T 5A iR �F� T A (P Vicinity Map Scale 1 "= 2000' MARCH 1998 gilbert w. dif f ord Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (703) 898-2115 FAX: (703) 898-2115 & associates, inc. • Land Planners Surveyors 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SHEET INDEX 1 COVER SHEET 2 OVERALL PLAN REVISED SiTE DEVELOPMENT PLAN 3 4 SECTIONS & MISCELLANEOUS DETAILS Owner/Developer Price Costco 46000 Manekin Plaza Sterling, Virginia 20166 (703) 406--6874 Approved by Freg"rick CountyJlonVAdministrator LI H 0� P FRONALD A.yMIKYf JR. ' [--3 N(I, 020674 o_ t �� FINAL' SITE PLAN OVED 4�4-f �/ -tom` p � � ' g ib Site Plan Approval Valid for b Years From Date Shown Hence Date Project Number Sheet Number 1 of 4 i AS PER MASTER DEVELOPMENT PLAN ENTRANCE TO BE MAINTAINED AS A AND RIGHT OUT ONLY. Shenandoah Production Credit Zoned: B2 Use: Commercial T.M. 64—A-3 Commonwealth OF Virginia Zoned: B2 Use. Vacant T.M. 64—A-4C R = 50.00' L = 88.64' PROPERTY LINE RIGHT-OF-WAY LINE — CENTERLINE - PROPOSED CURB do GUTTER EXISTING GRADE 720 . EXISTING WATER w EXISTING SEWER ALL UTILITIES SHOWN ARE APPROXIMATE EXISTING LOCATION. EXISTING LANDSCAPED AREA TO BE PAVED EXISTING PAVEMENT AREA TO BE LANDSCAPED EXISTING TREE TO BE RELOCATED IULUI N eU: IJ.0 K. Existing Zoning: B2 Property ID #: 64 A 4K Existing Use: Retail Magisterial District: Shawnee Existing Building Area = 136,004 S.F. Existing FAR = 0.24 Proposed FAR = 0.24 SETBACKS: REQUIRED PROVIDED FRONT 50'/35' EXISTING SIDES 0' EXISTING REAR 0' EXISTING Building Height Allowed = 35 FT. Proposed Canopy Height = 17.5 FT. RETAIL PETROLEUM PUMPS AND ASSOCIATED CANOPY AND SUPPORTS SHALL BE LOCATED AT LEAST TWENTY (20) FEET FROM ANY ROAD RIGHT-OF-WAY BOUNDARY. THE CANOPIES COVERING THE PETROLEUM PUMPS SHALL BE NO CLOSER THAN FIVE (5) FEET TO ANY ROAD RIGHT-OF-WAY BOUNDARY. (ARTICLE IV, PARAGRAPH 165.23, F (4), FREDERICK COUNTY CODE - ZONING) Warehousing 18,568.00 Office ` 3,301.00 Tire Installation 5,706.00 Retail 108,429.00 TOTALS 136,004.00 ADDITIONAL PARKING REQUIRED BY THIS PLAN BUILDING USE REQUIREMENT Gas Station Attendant 1 Per Employee REVISED TOTAL Existing Parking Spaces Spaces Lost by Proposed Pavement Revised Total Parking Spaces Provided Handicapped Spaces Required Handicapped Spaces Provided New Paved Areas New Landscaped Areas Decrease in Paved Area Trees to be Relocated New Trees Provided New Shrubs Provided 1 SPACE PER 1,000 S.F 1 SPACE PER 250 S.F. 3 SPACES PER BAY 1 SPACE PER 200 S.F. 18.6 13.2 12.0 542.1 585.9 (586) SPACES REQUIRED 1 587 677 75 602 12.2 (® 2%) 20 2,051 S.F. 3,435 S.F. 1,384 S.F. 9 3 22 Delco Development Company Zoned: B2 Use: Commercial T.M. 64—A-4A a 50 15 C 50 100 /N FEET 1 inch = 50 ft. 4—�— u�? C;1' R = 460.00' L = 171.86' LT H OF �Misl,,sky, O CERTIFICATE NO. — v 2 674 � T RE EGI TERED PROFESSIONAL ENGINEER V a W IF 4 1 5-13-98 1 REVISED HEDGE SPACING I JDS I RAM 3 1 5-7-98 1 REVISED PER COUNTY PLANNING I JDS I RAM I It- l-70 RLVIJLU rLR rLW`11III4V 'WNIMUC.> JUJ RAM No. Date Description By Ckd REVISIONS 200 North Cameron Street • Winchester, Virginia 22601 V (703) 667-2139 4-4 cbs7w•'-� N WN • Cz Q . 1 OVERALL PLAN .4 Frederick County, V 9) h Nii n14 KEY-MAP.DWG Job no: --- - d DI•flWt1 by- JDS Data February, 1998 `-Olde Greenwich Drive (� w Fredericksburg, Virginia 22401 by - RAM 3cek 1 =50' (703) 898-2115'OVed Virginia SHEET 2 OF 4 3 O N 0 W 0 0 3 O a 0 O Q c,� 0 U REMOVE EXISTING CONC. CURB EX PAVEMENT SAWCUT EXISTING PAVEMENT C BEHIND FACE OF CURB - Ex PAVEMENT 2" SM 2A 8"21A SECTION F SAWCUT EXISTING PAVEMENT 6" BEHIND PROP. FACE OF CURB SEE NOTE L - -- L -- EX. PAVEMENT E.X. PAVEMENT _ -- - -- 2" SM 2A 8"21A SECTION H SAWCUT 6" BEHIND PROP. FACE OF CURB REMOVE EXISTING PAVEMENT PROPOSED CONCRETE CURB / PROPOSED GRADE SEE NOTE L EX. PAVEMENT - - -- - -._ IX. PAVEMENT 2" SM 2A - -__ - -- - - --- - 8"21A SM 2A SECTION G 8' 21 A NOTE L: REMOVE ASPHALT AND AGGREGATE. BACKFILL WITH SUITABLE MATERIAL. PROVIDE TOPSOIL AND SEEDING IN ACCORDANCE WITH EROSION CONTROL NOTE J5. REMOVE EXISTING CONC. CURB. SAWCUT EXISTING PAVEMENT 6 PROPOSED CONCRETE CURB BEHIND FACE OF CURB - -- - EX. PAVEMENT EX. PAVEMENT - -- - - 2" SM 2A SECTION I 8" 21 A REMOVE EXISTING CONC. CURB. PROPOSED GRADE SEE NOTE L _ EX. PAVEMENT SECTION J PROPOSED CONCRETE CURB SAWCUT EXISTING PAVEMENT 6° BEHIND PROP FACE OF CURB 2" SM 2A 8" 21 A PROPOSED GRADE REMOVE EXISTING CONC. CURB. EXISTING PROPOSED CONCRETE CURB SAWCUT EXISTING PAVEMENT 6" DRIVEWAY BEHIND PROP. FACE OF CURB EX. PAVEMENT ---_- EX. PAVEMENT _ - 2" SM 2A- 8"21A SECTION K Al H OF A. Mis wsky, Jrg, O CERTIFICATE NO. — 20 74 "q R GIS ERED PROFESSIONAL ENGINEER CONSTRUCTION NOTES GENERAL c U) 'AIL 7N7 L) Li L) "C r C /A,�T_ 70 77 ,,(7) 3 �4,7 1 The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary far the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Virginia Deportment of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2 The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care In this work so as to avoid damage to any utilities. Any damage shall be the contractor's resppoonn7sibili� The contractor shall notify all utility companies 72 hours prior to construction Call "Miss Utility 1-800-257-77 . 3 The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. An unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for Improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. pJI cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. EROSION CONTROL 1. A Land Disturbance Permit will be required prior to initiating any site work. This permit can be obtained from the Frederick County Public Works Department. 2. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 3. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction Is not in progress. 4. Contractor to clean up and restore disturbed areas immediately upon completion of pipe-loying in the affected area. 5. All unpaved areas of the site which are disturbed by this construction shall be provided with 4" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs must be posted as construction begins. Contractor must ensure that parked vehicles do not Impede access to fire hydrants. Fire Hydrants are not to be obstructed at any time. FREDERICK COUNTY SANITATION AUTHORITY 1. Water and sewer lines are to be constructed In accordance with these plans and specifications and shall additionally meet all requirements of the Frederick Count Sanitation Authority. The contractor shall coordinate with this agency and arrange for inspection by the Sanitation Authority as necessary. 2. Exact locations for sewer and water services to be directed by the Frederick County Sanitation Authority Inspector in the field Contractor to provide assistance as the Inspector may require in this effort. 3. Temporary termination of sewer line sholl be plu99ed with a watertight plug. The ends of the laterals shall be marked with a treated 2x4 post extending from tf�e plug eighteen (18) Inches above the ground. The top six (6) inches of the post shall be painted green. Sewer lateral elevations to be compatible with gravity service to proposed buildinqs as shown on the Architectural drawings. 4. The FCSA is responsible for the installation of water meters. Before a permanent meter is set they will require: 1) the frame and cover be properly aligned with its meter box and yoke bar, 2) the frame and cover be set to final grade of the lot, 3) the distance between the top of the cover and the yoke bar be between 18 and 21 inches, and 4) all components of he meter box assembly to be In proper working order. It is the contractor's responsibility to hove the meter box installed correctly. 5. The Frederick County Sanitation Authority shall install all water and sewer services that connect to existing lines. The location of the top and the termination point of the lateral are to be coordinated with the Authority's assistant engineer. 6. The Frederick County Sanitation Authority shall tap all existing waterlines. They will fumish the materials for and make the tap. The contractor must make application for and pay the cost of this work. 7. Frederick County Sanitation Authority approval of this site plan expires two (2) years from date of approval. VIRGINIA DEPARTMENT OF TRANSPORTATION 1. All work on this project sholl 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 govern. 2 All construction shall comply with the latest U.S. Deportment of Labor Occupational Safety & Health Administration and VOSH Rules & Regulations. 3. When working on VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VIJOT's work area protection manual. Furthermore, all traffic control flaggers must be certified in accordance with VDOT's January, 1994 (or latest edition of) Road & Bridge Specifications, Section 104.04-C 4. Design features relating to construction or to regulation, control and safety of traffic may be subject to change as deemed necessary by VDOT. 5. Prior to initiation of work, Contractor shall be responsible for acquiring all necessary VDOT land use permits for any work on VDOT right-of-wayy. 6. If required by the local VDOT Kesidency Office, a preconstruction 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 erior to initiation of work. 7 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. 8. The Contractor will be responsible for maintaining adequate access to the project from the adjacent public road- way through construction and maintenance of a construction entrance in accordance with the Ir inia Erosion & Sediment Control Handbook, Sec 3.02. Furthermore, access to other properties affected by this project shall be maintained through construction. 9. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. 10. 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 facMies. 11. 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 V.D.O.T. 12. All undercut areas and borrow material shall be inspected and approved by VDOT Inspector prior to placement of fill. 13. All roadway fill, base, subsurface material and bockfiil of utility/storm sewer trenches shall be compacted in 5' 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 VOOT prior to final VDOT approval. 14. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and further where determined necessary by VDOT Inspector. 15. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and Is the developer's responsibility. 16. If required by the local VDOT Residencyy Office, copies of all invoices for materials within any dedicated street right-of-way must be provided to the VDOT Inspector prior to acceptance of work. Unit and total prices may be obscured. 17. Prior to acceptance by VDOT of any streets, any required street signsge and/or pavement markings must be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis. L) L) ) : IL AL 7 11A C)) 7- 7) L J 74--1 T7 "A "A 7 W (7) aN 7 T r (�Z) (7(l) (�) T A (: P 111,7�1 (7L) 7 V I TP Vicinity Map Scale 1 "= 2000' MARCH 1998 gilbert w. clif f ord Engineers 150-C Olde Greenwich Dr. Fredericksburg, Virginia 22401 PHONE: (703) 898-2115 FAX: (703) 898-2115 • Land Planners ASSOC1Ate8, Surveyors inc. 200 North Cameron St. Winchester, Virginia 22601 PHONE: (540) 667-2139 FAX: (540) 665-0493 SHEET INDEX 1 COVER SHEET 2 OVERALL PLAN REVISED SITE DEVELOPMENT PLAN 3 4 SECTIONS & MISCELLANEOUS DETAJLS OwnerZDeveloPer Price Costeo 46000 Manekin Plaza Sterling, Virginia 20166 (703) 406-6874 Approved byF or7- �g Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence EJNAL SSITE PLAN ROVED _51 z./q g Project NumberT�- PST H OF X RONALD A. MT LO S JR. C3 N4, 020674 .� Date Sheet Number 1 of 4 AS PER MASTER DEVELOPMENT PLAN ENTRANCE TO BE MAINTAINED AS A RI AND RIGHT OUT ONLY. Shenandoah Production Credit Zoned: B2 Use: Commercial T.M. 64-A-3 Commonwealth OF Virginia Zoned: B2 Use: Vacant T.M. 64-A-4C I i R = 50.00, L = 88.64' i r r 1 LEGEND PROPERTY LINE — RIGHT-OF-WAY LINE — — — CENTERLINE — ---- — ------ -- PROPOSED CURB do GUTTER EXISTING GRADE 720 EXISTING WATER w EXISTING SEWER ALL UTILITIES SHOWN ARE APPROXIMATE EXISTING LOCATION. EXISTING LANDSCAPED AREA TO BE PAVED EXISTING PAVEMENT AREA TO BE LANDSCAPED EXISTING TREE TO BE RELOCATED �oo Delco Development Company Zoned: BZ Use: Commercial T.M. 64 A 4A 852.51 1 0 j EJ w Z AA D.r_ i II USE SQUARE FOOTAGE REQUIRED PARKING PARKING SPACES LR = 460.00' Total Area: 13.0 Ac. Existing Zoning: B2 Warehousing 18,568.00 1 SPACE PER 1,000 S.F. 18.6 L = 171.86' Property ID #: 64 A 4K Office 3,301.00 1 SPACE PER 250 S.F. 13.2 Existing Use: Retail Tire Installation 5,706.00 3 SPACES PER BAY 12.0 Retail 108,429.00_ 1 SPACE PER 200 S.F. 542.1 Magisterial District: Shawnee TOTALS 136,004.00 585.9 (586) Existing Building Area - 136,004 S.F. 4 5-13-98 REVISED HEDGE SPACING JDS RAM Existing FAR = 0.24 ADDITIONAL PARKING REQUIRED BY THIS PLAN 3 5-7-98 REVISED PER COUNTY PLANNING JDS RAM 2 4-30-98 REVISED CANOPY AND LANDSCAPING JDS RAM Proposed FAR = 0.24 BUILDING USE RE UIREMENT SPACES REQUIRED 1 4-7-98 REVISED PER PLANNING COMMENT — JDS RAM SETBACKS: Gas Station Attendant 1 Per Employee 1 No. Date Description By Ckd REQUIRED PROVIDED REVISED TOTAL _ 587 REVISIONS FRONT 50'/35' SIDES 0' EXISTING EXISTING Existing Parking Spaces 677 200 North Cameron Street Win Virginia 22601 REAR 0' EXISTING Spaces Lost by Proposed Poveme�t 75 (703) 667 2139 CbS7W Building Height Allowed = 35 FT. Revised Total Parking Spaces Provided 602 T H 0 Proposed Canopy Height = 17.5 FT. Handicapped Spaces Required 12.2 (0 2%) P� , „ RETAIL PETROLEUM PUMPS AND ASSOCIATED CANOPY AND SUPPORTS SHALL BE Handicapped Spaces Provided 20 0u - C OVERALL PLAN LOCATED AT LEAST TWENTY (20) FEET FROM ANY ROAD RIGHT-OF-WAY BOUNDARY New Paved Areas 2 051 S.F. old A. Mislowsky, z � CERTIFICATE N0. a �c "�• THE CANOPIES COVERING THE PETROLEUM PUMPS SHALL BE NO CLOSER THAN New Landscaped Areas p Decrease n Paved DiPd A 3 435 1384 S.F. S.F. - 50 25 0 5L' 100 s�4 A 9c� (> +, p Frederick County, Vitginia FIVE (5) FEET TO ANY ROAD RIGHT-OF-WAY BOUNDARY. (ARTICLE IV, PARAGRAPH ,-------�S _ 165,23, F (4), FREDERICK COUNTY CODE - ZONING) Trees to be Relocated 9 ,N FED EG2 ItTERED 1 PROFESSIONAL DAP.DWG n na KEY-M Job not New Trees Provided 3 1 inch = 50 ft. ENGINEER S p, 150—C 01de Greenwich Drive Drawn by: JDS Date February, 1998 SHEET 2 0 F 4 New Shrubs Provided 22 w Fredericksburg. Virginia 22401 ry.T^ OVed by- RAM scale: 1 "=50' 703 898-2115 R -, •i / % i / /i i ,1 _ D" .,. r r I I � i � I ..1 ( i +._ ,/ ti - t _ -}._ �.� w 6 4, A -__-_ 4 i r ir' if Ii , r , J h EX. SEWER MH 10 i50.00' 30.00' STR �12 DI-3C d f -- --- - - - TOP=719.00 = INV.IN=713.50 Ilk -----. 113 50 S 60.23'46' E 290.40 INV.OUT=713.25 PEDEL fi .. EXISTING - - T E l _ i FIRE HYDRANT �. r ` ,r >✓' -'` ;I - _ _ T E_ L^ 41 EX. DO NOT ENTER SIGN /EXISTING SPRINKLER HEADS EXISTING - 1 t 4 0.0 0 10 BE REMOVED S G DRIVEWAY w i . t t, _ _ EXISTING SPRINKLER HEADS - o - -- --- - - N I I Z 36.00' �ti° ��, TO BE REMOVED 1�� 0 J t; . - -- 72256 - _ _ I I u7 �,q w z t - - - - _-- - - ----- - - - --- - - - - - -- - - _ -- - _ - - - -- - 0 723.50 0 d'R \- C 723.0.- Y-�1 ---- \ \ 2.5d't_ \ T/C 722.75 \ �\ I Q � �:, �4 a 22.50 \ F.F. ELEV. = 720.00 n i..y • `y . ` �- i T/C 722.50 K n riF d \ 1 v EX. NO LEFT TURN �tlr /; D, .. ° �--_ ; _ T/C `722. ..� ; \ ,: I� , z N BLDG. HEIGHT=32' ' TOTAL BUILDING AREA=136,004 S.F. O % Col CONC. ISLAND 722.50 722 20 EX. STIR 11 DI-3C 4 (2 DISPENSERS EA.) „:Ig' r °I EXISTING SPRINKLER TO BE TOP=719.00 Ui INV.IN=713.15 i I Mr '�� RELOCATED TO NEW ISLANDS 721.95 INV.OU1=712.90 r 'i'j� ^ ti gyp!• ® . ? WHERE NECESSARY. 722.20 - 1 'R 2 / ' EDGE OF . 7`' i I o � CONCRETE l s -yr �� PROPOSED UNDERGROUND LLJ �;{, ° ° j �' , STORAGE TANKS. n I 0 -� / I Ln Li 11 4 '.1 l l t W Cbffw - - - - -t - - - - / f. 8 d t O / /EX. FQd LIGHT , , f ;! ! - - 't C Q TO BE REMOVED g . >• i y-,��. G 'bo I in �=, --� I� , a ; 1• / TOP OF CURB AT ALL / c,� r Alr / f `-� ►. (� .K NEW ISLANDS SHALL BE I w I SEPERATE ELECTRIC METER AND o ,� } ,Q SERVICE REQUIRED. ALL WIRING / ;' f �'\ t % �'� '�e ABOVE EXISTING GRAB. TO BE PLACED UNDERGROUND. / QM � �.�. �. " -- CANOPY ° ' • 1 20.50' a °39.06' 10.0' ZYP. I J I EDGE LINEt'-- z 20.0' - . ti 721.50 4 0.0 0 ' JQ / /�� • • , • a • Q EXISTING MANHOLE. / 2' R. � ;: ' • \ 8.0' . \ \ RIM=724.88 _ 725.90 4'R• a�. • • . , o \ \ INV. IN=.T08.78 � � � - _ ' - - __ j � ..•\: - i l��+S.:/ �• Y"l • n .x�� � �v �-721.90 �20.� INV. OUT-t 699 00 A E \ ` D ADJUST RIM TO TOP 5 -> - .. 7 721.2 �_ CONCRETE \ \ c OF NEW CURB ELEV. tl �� a l ! ►\j "x SIDEWALK \ \ \ \ I' 30.0' - rois RELOCATED EXISTING TREES, .0 �p ,� � SPRINKLER AND POLE LIGHT \ `1\ I G / E EX. SEWER MANHOLE 9 J/ \ \ x':� TO NEW ISLAND \ \ - - \ \ \ \ D RN=718.75 -720.67 J`- 30.0 STRIPE FOR CART RETURN PROPOSED 6'x8' 721,75 CONTROLLER EX. STIR 110B DI-1 ENCLOSURE T/C 721.50 T/C 7203 TOP=717.50 r/C 72G,50 a a �,1���� TIC 720.5Q A rx : C \ T/C 72Q.40 r - 7 T/C 721.50 i I D r. TC7 / ® CATV CATV AT_V -T/C 720.20 - 7 1 8 -- .... / �50 S. S. 11111110EXISTING FIRE HYDRANT i r i \ I rnrn T-L Yam+ \ � �r \ , \ � , rv" b z \\ �11 y '/ =;�, =�_.:J , \ \ . \ r •, `� � \ '' � ,` �:._lij- �, 7is�- ,/ SEE ARCHITECT'S PLANS FOR CANOPY, PUMP ISLANDAND CONCRETE DETAILS. 4 5-13-98 REVISED HEDGE SPACING JOS RAM 3 5-7-98 REVISED PER COUNTY PLANNING _ Jos RAM LEGEND A MATCH EXISTING LINE AND GRADE OF EXISTING CURB 2 4-30-98 REVISED CANOPY AND LANDSCAPING - JDS RAM 1 4-7-98 REVISED PER PLANNING COMMENTS JOS RAM PROPOSED PAVEMENT B REMOVE EXISTING SPRINKLER HEADS, PROVIDE No. Date - _ Description By Ckd WATERTIGHT PLUG AT SERVICE LINE. REVISIONS 200 North Comecon street PAVEMENT TO BE REMOVED RELOCATE EXISTING TREES, POLE LIGHT AND Winchester, Mirglnia 22601 C(703) 667-2139 PLANTING SCHEDULE SPRINKLER SYSTEM TO NEW ADJACENT ISLAND. S H 0 4-4 "' In' BOTANICAL COMMON NAME MINIMUM SIZE MAXIMUM SPACING QUANTITY QUERCUS PHELLOS WILLOW OAK 1" CAL ® 6' ABOVE GROUND AS SHOWN 3 8 ILEX CRENATA "HETZII° HETZ HOLLY 36" HEIGHT 4'-0. O.C. 58 20 10 0 20 40 P F 44 D EXISTING TREE TO BE RELOCATED v c E RELOCATED TREE /N FEET) +� o,? 1 fnch = 20 ft. I A. Mislowsky, Jry 0'0 REVISED SITE DEVELOPMENT PLAN O CERTIFICATE NO. - V `o V" REMOVE ASPHALT AND AGGREGATE BACKFII I WITH SUITABLE " ° 74 a ♦' J F d k C t V' �- MATERIAL. PROVIDE TOPSOIL AND SEEDING IN ACCORDANCE R crR re eric oun y, �rg>tTua N Dwg na STE-DEV..D►WG Job r WITH EROSION CONTROL NOTE #5. PROFESSIONAL ^'y' o, 3 4 Drawn by JDS Data FEBRUARY, 1998 ENGINEER 150-C Oide Greenwich Drive SHEET OF �; Fredericksburg, Arginio 22401 ---"- by RAM -- -- scale: 1"=20' 703 898-211 1A'CVOd REMOVE EXISTING CONC. CURB _yy EX. MPAVEMENT SEE NOTE L SAWCUT EXISTING PAVEMENT 6" BEHIND FACE OF CURB - EX PAVEMENT 2" SM 2A 8"21A SECTION F SAWCUT EXISTING PAVEMENT 6" BEHIND PROP. FACE OF CURB - -- -- EX. PAVEMENT EX. PAVEMENT - 2" SM 2A 8"21A SECTION H SAWCUT 6" BEHIND PROP. FACE OF ( REMOVE EXISTING PAVEMENT PROPOSED CONCRETE CURB PROPOSED GRADE SEE NOTE L EX. PAVEMENT 2" SM 2A 8" 21 A SECTION G NOTE L: REMOVE ASPHALT AND AGGREGATE. BACKFILL WITH SUITABLE MATERIAL. PROVIDE TOPSOIL AND SEEDING IN ACCORDANCE WITH EROSION CONTROL NOTE 15. EX. PAVEMENT -- EXISTING DRIVEWAY EX. PAVEMENT �EX. PAVEMENT 2" SM 2A 8"21A REMOVE EXISTING CONC. CURB. SAWCUT EXISTING PAVEMENT I;' PROPOSED CONCRETE CURB BEHIND FACE OF CURB -- - _.._—EX. PAVEMENT 2" SM 2A SECTION I VT 21 A REMOVE EXISTING PAVEMENT REMOVE EXISTING CONC CURB. PROPOSED GRADE SEE NOTE L EX. PAVEMENT SECTION J \ — 2" SM 2A 8"21A SECTION K PROPOSED CONCRETE CURB SAWCUT EXISTING PAVEMENT 6" BEHIND PROP, FACE OF CURB 2" SM 2A r 21 A REMOVE EXISTING CONC. CURB. SAWCUT EXISTING PAVEMENT 6" r— BEHIND PROP. FACE OF CURB EX. PAVEMENT REPAVE TO 1 -1/2 TIMES ORIGINAL THICKNESS OR B-• \\/`� sAw cur To eE MADE AT THE TIME OF REPLACEMENT V D. O. T. 21-A (FULLSTONE DTYPICAL EPrH Ru5HED Cn STONE AGGREGATE NOT TO SCALE UTILITY TRENCH DETAIL • No.1 Date _ I_ Description By Ckd REVISIONS 200 North Cameron Street .d T Winchester, Virginia 22601 U (703) 667-2139 �T H CF W e�h • �� Irk � ,...� Uj y UMsekskWyJ�, O CA. , a SECTIONS & MISCELLANEOUS DETAILS o CERTIFICATE NO. - U CAA 1 `:�• Frederick County, Virginia R GIS240 ERED U Dwg nor DET-SHT.DWG Job w PROFESSIONAL n - ENGINEER Q, 150—C 01de Greenwich Drive Drawn by: ADS Date MARCH, 1998 SHEET 4 OF 4 W Fredericksburg, Virginia 22401 703 598-2115 AyWoVed bf RAM scalw ' 1 "=20'