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Home My WebLink About15-17 Site PlanEXPRESS OIL CHANGE &TIRE ENGINEERS Plan Revisions Date Comment 8-25-2017 REVISED PER VDOT COMMENTS 9-14-2017 REVISED PER VDOT COMMENTS CALL "MISS UTILITY" VIRGINIA UTILITY PROTECTION SERVICE (VUPS) AT 811 OR 1-800-552-7001, 48 HOURS PRIOR TO THE START OF WORK. EXCAVATORS MUST NOTIFY ALL PUBLIC UTILITY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATING OR BLASTING AND HAVE THOSE FACILITIES LOCATED BY THE j UTILITY COMPANIES PRIOR TO COMMENCING EXCAVATION. THE EXCAVATOR IS RESPONSIBLE FOR COMPLIANCE WITH ALL COUNTY REQUIREMENTS, VIRGINIA CODE AND REGULATIONS. UTILITY NOTICE REQUIRED Contractors shall notify all public utility 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 operators of underground utility lines appear below. These numbers shall also be used to serve in an emergency condition Water/Sewer: Frederick County Sanitation Authority P.O. Box 1877 Winchester, VA. 22604 (540) 868-1061 Power: Shenandoah Valley Electric Coop 3463 Valley Pike Winchester, VA 22602 (540) 450-2051 Phone: Verizon P.O. Box 17398 Baltimore, MD 21297 (301) 954-6282 Gas: Shenandoah Gas Co. P.O. Box 2400 Winchester, VA 22604 (540) 869-1111 Power: Rappahannock Electric Coop 137 Kelly Court Front Royal, VA 22630 1-800-552-3904 SP#1 5-1 7 SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VIRGINIA 744 J a t/ 779 h.. ,Y j ao7 - -- 657 y / 4��4�\ .�❑ /, ;. SFp84,1y ?4 t v_Ro� 1 �m j WINCHESTER 797 7ss q 1 0� 782 ;\3 796 � ` 4 _ i f °osr o M�<'j1V �`� J' . / A 763 -�<<O. X00,781 v� — f c v p�F 2 �� 50 17 r F oR CY { x .778 ',.J acv4 ✓ �A 776 t�Q FF , g C—/C kRo # Z—AIIRRPORT'RD Ix 1 ` 728 a 1 VICINITY MAP SCALE: 1" = 1000' OWNER TITANS CORPS 1220 RICHMOND ROAD WILLIAMSBURG, VA 23135 (757) 846-6960 DEVELOPER EXPRESS OIL CHANGE & TIRE ENGINEERS 1880 SOUTHPARK DR. BIRMINGHAM, AL 35244 205-397-1164 Sheet List Table Sheet Sheet Title Rev. Rev. Number No Date 1 Cover Sheet 1 9-14-2017 2 General Notes and Legend 3 Boundary and Existing Topo 4 E&S Phase I & II 5 E&S Details 6 Site Plan 1 9-14-2017 7 Grading Plan 8 Storm Profiles & Computations 9 VDOT Details � Z 10 VDOT Details 1 9-14-2017 11 PROFFERS & MISC DETAILS a 12 MOT Plan 13 MOT Plan 1 9-14-2017 14 Life Safety Plan 15 Landscape Plan Icy SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary survey was performed by: Greenway Engineering. Inc._ _ Dated: 2016 2. Aerial, horizontal and vertical control surveys were performed by: Greenway Engineering. Inc. 2016 Date 3. Aerial topographic mapping performed by: N/A Dated: N/A APPROVALS N `" m co E C N Y N V N J =400f C _ cm h r m >1 Ln c °«' C L dr CL 10 C " U- DATE: SEPT. 15, 2017 SCALE: N/A FREDERICK COUNTY ZONING ADMINISTRATOR DATE DESIGNED BY. JNT "APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) FILE NO. 3484E YEARS FROM THE DATE OF PLANNING APPROVAL SHEET 1 OF 15 DWG #17-06 U) LL Uj W rrZ Z W � Z NW Q> a W W W W � � Icy J � 0 rvn/ V W 0. X W DATE: SEPT. 15, 2017 SCALE: N/A FREDERICK COUNTY ZONING ADMINISTRATOR DATE DESIGNED BY. JNT "APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) FILE NO. 3484E YEARS FROM THE DATE OF PLANNING APPROVAL SHEET 1 OF 15 DWG #17-06 GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the - - ` - -330 ' client and municipal codes. This plan set is not considered complete orappropriate for P P PVI. All work on this project shall conform to the current editions of and latest revisions to EXISTING INTERMEDIATE CONTOUR a ,� o construction until ALL necessary agencies have given approval AND this plan set is signed and the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and EXISTING INDEX CONTOUR ---- -- -330 � d N m o sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or Standards, the Virginia Erosion and Sediment Control Regulations, and any other a N a u rPROPOSED prior to approvals and licensed/professional sealing will be performed at the risk applicable state, federal or local regulations. In case of a discrepancy or conflict between CONTOUR 400 m Ln Ch � •� � rn e of the personnel authorizing work. GE shall be held harmless from and costs, time delay the Standards or Specifications and Regulations, the most stringent shall govern. EXISTING EDGE OF PAVEMENT ----------- ='rno N and/or material changes incurred on work started before this plan set receives approvals and V2. All construction shall comply with the latest U.S. Department of Labor, Occupational PROPOSED EDGE OF PAVEMENT seals. 2. Methods and materials used in the construction of the improvements herein shall conform to Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) EXISTING CURB AND GUTTER ----------- 9 o e e : L current County Construction Standards and Specifications and/or current VDOT Standards and Rules and Regulations. PROPOSED CURB AND GUTTER w cCp t e. R Specifications. V3. When working within VDOT right-of-way, all traffic control, whether permanent or , �- ° C LL 3. The Engineer shall not have control over or charge of and shall not be responsible for temporary, shall be in accordance with the current edition of VDOT's Work Area TRANSITION TO REVERSE CURB m construction means, methods, techniques, sequences or procedures nor for safety precautions Protection Manual. A transportation management plan needs to be submitted for EXISTING TELEPHONE LINE --r----r----r----T--- and programs in connection with work shown on these plans. The Engineer is not responsible approval and land use permit issued prior to any execution of work within the VDOT for the contractor's schedules or failure to carry out the work. The Engineer is not responsible right of way. PROPOSED TELEPHONE LINE T T for acts of omissions of the contractor, subcontractor, or their agents or employees, or any other person performing portions of the work. V4 The developer shall be responsible for relocating at his expense, any and all utilities, EXISTING STORM SEWER WITH INLET including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private 4. The Contractor, Owner or Developer shall be responsible for securing any third party inspection/testing service to insure construction compliance with these and specifications, / public utility companies. It is the sole responsibility of the developer to locate and PROPOSED STORM SEWER WITH INLET plans identify utility facilities or items that may be in conflict with the proposed construction -� EXISTING SANITARY SEWER WITH MANHOLE--s•---n --s-- -s--- It is Greenway Engineering's recommendation that a third party inspection/testing service be activity. VDOT approval of these plans does not indemnify the developer from this Q employed to ensure that project is completed and materials installed meet the details and responsibility. PROPOSED SANITARY SEWER WITH MANHOLE s Z specifications in these plans. 5. The location of existing utilities shown in these plans are taken from existing records. It shall V5. Design features relating to field construction, regulations, and control or safety of PROPOSED SAN. LAT. CLEANOUT s s H be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed prior to construction. The contractor shall be responsible for the traffic may be subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. EXISTING ELECTRIC SERVICE --- -E----E----E----E--- , W digging of all test holes that may be required, whether recommended or not by these to PROPOSED ELECTRIC SERVICE E E plans, V6. If required by the local VDOT Land Development Office, a pre -construction conference ; F+4 determine the exact location and elevation of existing utilities. If any conflicts arising from this if during shall be arranged and held by the engineer and/or developer with the attendance of the EXISTING GAS LINE --c----c----c----c--- r� Fi existing utility verification or the course of construction, any object of an unusual nature is encountered, the contractor shall cease work in that area and immediately contractor (s), various County agencies, utility companies and VDOT prior to initiation of PROPOSED GAS LINE G c UJ F notify Greenway Engineering at (540) 662-4185 and/or the proper authority. Greenway work. EXISTING WATERLINE W/ TEE --w ---- w ---- w}�}-w--- Engineering or any engineer associated with these plans shall not be responsible or liable for that be the installation V7. The contractor shall notify the local VDOT Land Development Office when work is to w 'T' w PROPOSED WATERLINE W/ TEE T Z any construction cost may associated with or reinstallation any utility begin or cease for any undetermined length of time. VDOT requires and shall receive 48 �jr C& o 0 W or other improvements if not notified of any discrepancies between actual field conditions and hours advance notice prior to any required or requested inspection. EXISTING FIRE HYDRANT/VALVE/METER the approved plan. 6. The approval of these plans in no way relieve the developer, the contractor, or their agents of V8. The contractor shall notify the Traffic Operations Center at (540) 332-9500 for anyy PROPOSED FRE HYDRANT/VALVE/METER ( m any legal responsibility which may be required by the code of Virginia or any other ordinance traffic control plan that impacts a VDOT maintained Interstate or Primary roadway to PROPOSED REDUCER w� enacted by the County nor does it guarantee the issuance of any required permit by the provide notification of the installation and removal of the work zone. County, VDOT or any other Agency. PROPERTY LINE 7. An approved set of plans and all applicable permits must be available at the construction site V9. The contractor shall be responsible for maintaining a VDOT permitted temporary at all times during construction. A representative of the developer must be available at all construction entrance(s) in accordance with Section 3.02 of the Virginia Erosion and EXISTING EASEMENT times. Sediment Control Handbook. Furthermore, access to other properties affected by this PROPOSED EASEMENT ------- 8. Prior to the initiation of an land disturbing activities the Developer, the Contractor or the Y g P project shall be maintained through construction. PROPOSED CENTERLINE Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's V10. Contractor shall ensure adequate drainage is achieved and maintained on the site office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia during and at the end of construction. EXISTING CENTERLINE - - - Stormwater Management Program (VSMP) Permit and shall be responsible for the registration of EXISTING TREE LINE the construction site as required by law. They shall also be responsible for obtaining and V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a ♦^ maintaining on site a Stormwater Pollution Prevention Plan (SWPPP). The approval of these plans minimum thirty-six (36) inches cover and when possible shall be installed under roadway FLOW LINE -... ••• Vi in no way relieves the developer or his agent of the responsibilities contained in the Virginia drainage facilities at conflict points. FENCELINE -x x -x x x Erosion and Sediment Control Handbook. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought EXISTING UTILITY POLE/GUIDE WIRE ' 9. The Developer or his agent shall be responsible for obtaining any required permits from the to the attention of the engineer and VDOT. Work shall cease in that vicinity until an EXISTING TELEPHONE PEDESTAL El_ LU Virginia Department of Environmental Quality (DEQ) or the United States Army Corp of Engineers adequate design can be determined by the engineer and approved by VDOT. SIGNS UJ for any plan wetland disturbance as shown on these plans. They shall also be responsible the identification and delineation of any wetlands that may be present on the construction site. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by VDOT to z a representative prior placement of fill. A VDOT representative shall be present PARKING INDICATOR A 10. The contractor shall provide adequate means of cleaning mud from trucks and/or other to insure the soil sample(s) obtained for CBR's is representative of the location. When soil INDICATES THE NUMBER OF TYP. PARKING SPACES equipment prior to entering public streets, and it is the contractors responsibility to clean samples are submitted to private laboratories for testing, the samples shall be clearly ♦ R streets, allay dust, and to take whatever measures are necessary to insure that public streets identified and labeled as belonging to a project to be accepted by VDOT and that testing HANDICAP PARHING v are maintained in a clean, mud and dust free condition at all times. shall be performed in accordance with all applicable VDOT standards and procedures. 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches VEHICLES PER DAY COUNT 100 Transportation (VDOT) and Frederick County prior to any construction activities within existing shall be compacted in accordance with the lift thicknesses, density and moisture LU State right-of-way. 12. The developer will be responsible for an damage to the existing streets and utilities which P P Y g g requirements as specified in the current VDOT Road and Bridge Specifications. Certified PROPOSED BUILDING ENTRANCE occurs as a result of his construction project within or contiguous to the existing copies of test reports shall be submitted to VDOT daily, unless specified otherwise. Q LU right-of-way. 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these SANITARY MANHOLE IDENTIFIER 12 Z - W Z plans and/or as specified by VDOT. Federal Manual on Uniform Traffic Control Devices (MUTCD). _ 14. The exact location of all guard rails and paved ditches will be determined by VDOT personnel.V16. "A A post installation visual/video camera inspection shall be conducted by the W` � joint inspection will be held with the Developer, County Representatives, and Representatives Contractor on all pipes identified on the plans as storm sewer pipe and a select number STORM DRAIN STRUCTURE IDENTIFIER of the Virginia Department of Transportation (VDOT) to determine if and where guard rail of pipe culverts. For pipe culverts, a minimum of one pipe installation for each size of > and/or paved ditches will be needed. The developer will be responsible for providing guardrail / P P P P g g each material type will be inspected or ten percent of the total amount for each size EXISTING SPOT ELEVATION X 735.4 Q 4 and paved ditches as determined by this joint inspection." Refer to Virginia Department of and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be considered as culvert pipe for inspection Additional testing Z Q - Transportation (VDOT) Guard Rail and Paved Ditch Specifications. purposes. may be required as directed by the Area Land Use Engineer or their representative. PROPOSED SPOT ELEVATION X 35 F W W Z 15. All unsuitable material shall be removed from the construction limits of the site plan before U] placing embankment. V17. The installation of any entrances and mailboxes within any dedicated street LIGHT POLE W E� 16. All pavement sections shown on these approved plans are based on a minimum CBR value of 6 right-of-way shall meet VDOT minimum design standards and is the responsibility of the E� UI 0 and are for preliminary design only. Final pavement design shall be based upon actual field developer. tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT ll be approved standards to obtain actual CBR values for final design. Final pavement designs win V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement be installed by developer FREDERICK COUNTY INSPECTION DEPARTMENT PROJECT INFORMATION by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. markings shall the in accordance with the Manual On Uniform a BUILDINGS SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The " Traffic Control Devices. _ pipe shall be minimum 6diameter and conform to VDOT standard SB -1. P P V19. The developer shall provide the VDOT Land Development Office with a list of all PARCEL IDENTIFICATION NO. 64-A-iF 18. When grading is proposed within easements of utilities, letters of permission from all involved material sources prior to the start of construction. Copies of all invoices for materials CODE AND SECTIONS 311, S STORAGE OF THE INTERNATIONAL BUILDING ) STREET ADDRESS: FRONT ROYAL PIKE companies must be provided to the County Public Works Department prior to issuance of utilized within any dedicated street right-of-way must be provided to the local VDOT CODE/2012. OTHER CODE THAT APPLIES ARE THE INTERNATIONAL PROJECT SITE AREA: 0.6042 ACRES Z V W grading and/or site development permits. Land Development Office prior to acceptance of the work. Unit and total prices may be MECHANICAL CODE FOR AIR CHANGE, THE ICC ANSI A117.1-3-09 DISTURBED AREA: 0.84 ACRES W 19. Notification shall be given to theappropriate utilit com an prior to construction of water g•Y company P obscured. ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES, 2012 INTERNATIONAL CURRENT ZONING: B3 L'3 and/or sanitary sewer lines. Information should also be obtained from the appropriate V20. A regate base and subbase materials shall be on sub rade by means of a ENERGY CODE AND 2012 INTERNATIONAL FIRE CODE. CURRENT USE: Vacant U] authority concerning permits, cut sheets, and connections to existing lines. 20. The Developer and/or Contractor shall be responsible to supply all utility companies with placed gt mec apical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Speciications and VTM-10. A BUILDING SHALL COMPLY WITH HEIGHT AND AREA AS ALLOWED PER T503 PROPOSED USE: Automotive Serivice O copies of the approved plans and advise them that all grading shall conform to the approved certified compaction technician shall perform these tests. Certified copies of test reports WITH THE APPLICABLE INCREASES. BUILDING REQUIRED SETBACKS: plans, and further that the utility companies shall be responsible for horning these plans and shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone BUILDING SHALL COMPLY WITH IBC/USBC 903.2.9 FOR SPRINKLER SIGNS ALL SIGNS SHALL BE IN FRONT: 35' CONFORMANCE WITH THE the finished grades in the installation of their utility lines. depths, a VDOT representative shall be notlfied and given the opportunity to be present REQUIREMENTS. REAR: 15' 21. All utilities to be located underground. during the construction and testing of the density control strip. GROUP S-1 FIRE AREAS USED FOR THE STORAGE OF COMMERCIAL TRUCKS FREDERICK COUNTY ZONING SIDE: 15' 22. Contractors shall notify operators who maintain underground utility lines in the area of V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the WHERE THE FIRE AREA EXCEED 5000 SQ FT, AS WELL AS, S-1 FIRE AREAS ORDINANCE SECTION BUILDING PROVIDED SETBACKS: ro osed excavating or blasting at least two 2 working days, but not more than ten 10 P P g g () g Y ' ( ) working days, to commencement of excavation or demolition. VDOT Road and Bridge Specifications. Density shall be determined using the density g. � Y g Y IN EXCESS OF 5,000K S FT AND USED FOR COMMERCIAL TRUCK REPAIR Q 165-201.06 SIGNS &SECTION FRONT: 73' W prior 23. The developer will be responsible for the relocation of any utilities which is required as a control strip as specified in Section 315 and VTM-76. A certified compaction technician GARAGE SHALL BE PROVIDED WITH AN NFPA SPRINKLER SYSTEM SIDE: 15.5' result of his project. The relocation should be done prior to construction. shall perform these tests. Certified copses of test reports shall be submitted to VDOT b QUANTITY OF HAZARDOUS MATERIAL QUANTITIES AND LIMITATIONS SHALL BE ANY PROPOSED BUILDING MOUNTED REAR: 65' 24. All lot/street light dry dais unless s ecifie otherwise. A VDOT representative shall be notified and given the y' P P AS REQUIRED/LIMITED UNDER T307.1 1 TO PREVENT THE STRUCTURE FROM () SIGNAGE WILL REVIEWED AND parking and utility design shall be performed and provided separately opportunity to be present during the construction and testing of the control strip. TIME APPROVED AT TIME OF BUIDLING by others. All dry utility and or lighting information shown hereon is as specified by others FALLING INTO AN H -HAZARDOUS USE GROUP MAXIMUM BUILDING HEIGHT: 35' and is included for informational purposes only, as directed by the Owner, Developer and/or V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches larger be PERMIT. PROPOSED BUILDING HEIGHT: 31' public agency requirements. Greenway Engineering has not performed the lighting and/or dry and shall explored below the bottom of the excavation to determine the IF INTERIOR DRAIN IS PROVIDED, AN WATER OIL SEPARATOR IS REQUIRED. W utility design and does not warrant and is not responsible for the degree and/or adequacy of type and condition of the foundation. The contractor shall report findings of foundation MAX SIGN HEIGHT=25' (AS PERMITTED PARKING SETBACK: illumination this project the adequacy of the dry utility to service the site. exploration to the engineer and VDOT for approval prior to p acingg pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, or ANSI PARKING SPACES PROVIDED AS REQUIRED PER T1106.1. ACCESSIBLE FOR SIGNS ALONG ARTERIAL FRONT: 10' 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with se mains yielding, otherwise unsuitable foundation is encountered, the foundation design and/or need for PARKING AND UNLOADING SHALL NOT EXCEED 2% SLOPE (1:48). ACCESSIBLE HIGHWAYS REAR: 5' ) the current standards and specifications of the Frederick Count Sanitation Authorit P Y Y• foundation stabilization shall be determined by the engineer and approved by VDOT. ROUTE SHALL EXTEND FROM PARKING AND UNLOADING AREA TO ACCESSIBLE MAX SIGN AREA= 150 SF SIDE: 5' 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or ROUTE TO MAIN ENTRANCE. VAN SPACES REQUIRE MINIMUM UNLOADING manhole locations as shown hereon. Detail design of stormwater structures were not provided V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on AREA 8' WITH 8' OF PARKING OR A MINIMUM OF 11' WIDE PARKING WITH 5' SIGN SETBACK: NO SIGN PROPOSED WITH THIS PLAN to Greenway Engineering. Actual pipe alignments will be based upon developed structural shop these plans in accordance with VDOT's installation criteria. Final approval of the OF UNLOADING SPACE IS REQUIRED. ACCESSIBLE ROUTE WITH MAX 5% drawings as provided by the manufacturer. Contractor shall make adjustments to pipe guardrail layout to be given by VDOT after grading is mostly complete. SITE LIGHTING: NO SITE LIGHTING PROPOSED WITH THIS PLAN alignments base on provided shop drawings. Greenway Engineering will not be held responsible SLOPES SHALL BE PROVIDED FROM PARKING/UNLOADING TO MAIN ENTRANCE. or liable for any discrepancies or changes caused by the structural design. Contractor may V24. Approval of these plans shall expire five (5) years from the date of the approval FAR CALCULATION: TOTAL LOT AREA = 0.6042 ACRES=26,318.9 SF submit shop drawings to Greenway Engineering for review and approval at contractor's expense. letter. BUILDING SHALL COMPLY WITH 2009 INTERNATIONAL ENERGY CODE. ALL TOTAL FLOOR AREA = 5,334 SF Rev. No. Date Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will SYSTEMS SHALL BE INCLUDED IN THE EVALUATION OF THE BUILDING BUILDING AREA/LOT AREA = 0.20 < 1.0 be responsible for any redesign as a result of structural shop drawing design. V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans PERFORMANCE. 27. Controlled fills shall be compacted to 95% of maximum density as determined b method "A" P Y Y and/or as specified by VDOT. PARKING REQUIRED: 2 PER SERVICE BAY: 5 BAYS X 2= 10 per standard proctor AASHTO-T99, ASTM -D698, or VTM-1 as applicable. Density shall be V26. The foundations for all box culverts shall be investigated by means of exploratory ALL STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE 1 PER 250 SF OFFICE FLOOR AREA: 50 SF/250=1 H OF certified by a registered professional engineer and results submitted to Frederick County prior borings advanced below proposed foundation elevation to determine the type and SEALED BY A VA DESIGN PROFESSIONAL. PLEASE NOTE THE REQUIREMENTS PARKING PROVIDED: 14 (INCLUDING 2 ADA) to pavement construction. If a geotechnical report has been prepared, it should supersede the condition of the foundation. The contractor shall submitcopies of borehole logs and IN CHAPTER 17 OF THE IBC FOR SPECIAL INSPECTIONS FOR THIS TYPE OF requirements in this note. report findings of foundation exploration to the engineer and VDOT for approval prior to STRUCTURE.SOIL, CONCRETE, BOLTS ETC. ( ) OPEN SPACE CALCULATIONS: 25% = 0.15 ACRES OR 6,579.72 SF 28. Refer to Geotechnical Engineer for methods, materials and details for construction of all constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard , earthwork activities. PB -1. Contrary to the Standard, where rock is encountered and cast -in-place box is 25.01% = 0.1511 ACRES OR 6,582 SF U RA4Y L. PLER a 29. Any retaining wall 2 ft. or greater in height shall require the issuance of a separate building proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or "d LIC. N0. 32809 permit. 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. PREVIOUSLY APPROVED: REZ: #02-17 `A 6 1 -7- no less than one litter receptacle shall be provided at the construction site. 31. These location SITE LIGHTING: NO SITE LIGHTING IS PROVIDED WITH THIS PLAN. ANY FUTURE ZONAL plans identify the of all known gravesites. Gravesites shown on this plan will PROPOSED SITE LIGHTING SHALL CONFORM TO SECTION be protected in accordance with state law. In the event gravesites are discovered during 165-201.07 OF THE FREDERICK COUNTY ZONING ORDINANCE. construction, the owner and engineer must be notified immediately. DATE: SEPT. 15, 2017 32. Individual sign permits will be required from the Zoning Office for all free standing and/or facade signs prior to erecting the sign and may require a separate building permit.. ANY FUTURE PROPOSED SITE LIGHTING WILL REQUIRESUBMISSION TRIP GENERATION DATA OF A PHOTOMETRIC PLAN AS PART OFA (MINOR) SITE PLAN REVISION. SCALE: N/A CLASS USE * TRIP RATE #TRIPS FIRE MARSHAL'S NOTE 942 QUICK LUBRICATION VEHICLE SHOP 5.19 PER HR 5.19 VPH WA TER SEWER DEMAND INFORMATION DESIGNED BY: JNT (FOR 3 BAYS) Fire lane markings and sienaee: "No 848 TIRE STORE 24.87 PER 1000SF 1658sf/1000=1.65 Calculation of demand/discharge FILE NO. 3484E Any Parking" signs and yellow painted curb locations will be installed 1.65X24.87=41.23 VPD WATER AND SANITARY SEWER USAGE WATER DEMAND by field inspection at the direction of the Fire Marshal's Office. *Residential: 235 gpd per connection WATER DEMAND 400 GPD Commercial: 75 gpd per 1,000 sf SHEET 2 OF 15 SANITARY SEWER DISCHARGE 400 GPD *Industrial: 25 gpd 0 10 persons per acre * TAKEN FROM ITE TRIP GENERATION 9TH EDITION DWG #17-06 SEWER DISCHARGE S Sewer discharge equals water demand EX. DROP INLET TOP OF GRATE - 721.16 INV. IN 24" CPP (NE) = 712.73 T.M. 64-A-1 E CRACKER BARREL OLD COUNTRY STORE, INC. DB 791 PG 1753 (PARCEL 4) SEE PLAT DB 791 PG 1756 20' CITY OF WINCHESTER WATER AND SANITARY SEWER EASEMENT DB 422 PG 658 EX. DROP INLET TOP OF GRATE = 721.83 INV. IN 18° RCP (E) = 713.88 INV. IN 24" RCP NE 713.68 INV, OUT 24" CPP (SW) 713.58 721.9 x 721.5 x -(- - X 7221 �, - EX. 24" CPP STOT 721.5 721.8 / /TII=EFX 2. 72X T.M. 64-A-1 E CRACKER BARREL OLD COUNTRY STORE, INC. DB 791 PG 1753 (PARCEL 4) SEE PLAT DB 791 PG 1756 X722.8 X723.D X722.9 X722.7 X722.3 7223 EX. 24" RCP STORM - _ T.M. 64-A-113 -_ - - - CRACKER BARREL OLD COUNTRY STORE, INC. AP / PROXIMATE LIMITS OF DB 791 PG 1753 (PARCEL 4-8) \ 10' DRAINAGE EASEMENT 722.7 SEE PLAT DB 791 PG 1756 DB 556 PG 692 722.6 \\ I I;EX. LP 722.5 7223 ? \\ X I I X722.7£ EX. LP X 721.7 EX. DROPIS�LET I `� I °' 1 ED TOP OF GRP,TE = 721.56 INV. O 124" RCP (SW) = 716.52 �� / X723.2 4X�2;/ LT g I I / a�� i a� SEWER EASEMENT d I WMV \4 3I EX. EX. FIRE HYDRANT - - - 1 I WMV 228 722.5 22.2 '�JJ Co 722. I 722.7 23.0 / -w�9--W� --- -- WV -- 722�41V- \�V- w- - - -w- --------- --- WV /i - X726.4 �}- _____ EX. GUY �� T- W ----W- �1�L-=-�IN-�---W---�W--- - - - - - - - ---------------------- --- - WV APPROX. LOC T^ OF '` EX. HEDGE ROW ( \ APPROXIMATE LOCATION ( _ _ _ _ _ _ _ _ _ _ 721 0 EX. HEDGE ROW ` G- - -G - -G- - - - -G - -G----EX. GASDI EX. 12" D.I. WATER MAIN (CITY) X. SANITARY SEWER MANHOLE S-S----S--�I--S----S----SEX. 8" VCP SANITARY SEWER CITY-5----5----S--f- X 3---�-S-- 7-S--f--S-- - -5---5----5----5®--5----S--�qS�----S----S---S----S----S------S----S----S----S----S----S----S--� (CITY) \ EX. 8" VCP SXITARY SEWER (CITY) X 726.8 RIM = 712.77 / _ _ o EX. SANITARY NV. IN 8" VCP (NE) = 703.62 EX. SANITARY SEWER MA&OLE JT / G - _ _- RIM = 731.09 o \ EX. YARD INLET / EX. 18' RCP TORM SEWER _ F RIM X723.03 a TOP OF GRATE = 722.40 / / INV. OUT 8" APPROXIMATE LOCATIONINV. IN 8" VCP (NE) ( 713.41 w Nk. IN 18" RCP (NE) = 718.07 // / I 724.9 INV. IN 8" PVC NW X714.09 I V. UT 18" RCP W = 717.72/ / / ; OF 12' RIGHT OF WAY INV. OUT 8" VCP �SW� = 1213.20 1 ( N 46°11 38 I E - I > 725.3 DB 584 PG 311 \ \ �\/ ' - X 131.56 / -- w- - - I\ \ 5 n j M0) N Ld CD 00 m=C3c � J Q ~moa w X 719. / / / i / RY X 723.4 X 7227 x / x 726.3 X 726.6 726.6 I •I // EX. CURB INLET / I N / / / ( RIM = 725.59 I % / EX. LANDSCAPED AREA w / INV. IN 36' RCP (SE) = 718.52 / I / / I �i x726.2 INV. 8" ORIFICE = 718.41 / 172441 \� / / APPROXIMATE LOCATION w v> 725,8 TOP OF WEIR = 721.57 / EX. 6" D.I. WATER MAIN I g1 I o / INV. OUT 18" RCP (SW) = 718.57 / o EX. CONCRETE �m / o ¢ I \ �j X 727.4 X / z v F I 726.5 / 724.7 724.8 X ( / 726.9X / / X z I it w EX.,�OCK EX. GUY I / 727.4 ¢ o MPSTER EX. X723.2 POL/E I `� I °' 1 + I 7AX PARCEJ,/64-A-1F 26,32Y SQ. FEEX OR 0.6042 ACRE & o 20' CITY OF WINCHESTER / ER / ENCLOSURE EX. YARD HYDRANT EX. TRANSFORMER w WATER AND SANITARY 4X�2;/ LT g I I / a�� i a� SEWER EASEMENT ( iKTTER SERVICE DB 422 PG 658 x / x 726.3 X 726.6 726.6 I •I // EX. CURB INLET / I N / / / ( RIM = 725.59 I % / EX. LANDSCAPED AREA w / INV. IN 36' RCP (SE) = 718.52 / I / / I �i x726.2 INV. 8" ORIFICE = 718.41 / 172441 \� / / APPROXIMATE LOCATION w v> 725,8 TOP OF WEIR = 721.57 / EX. 6" D.I. WATER MAIN I g1 I o / INV. OUT 18" RCP (SW) = 718.57 / o EX. CONCRETE �m / o ¢ I \ �j X 727.4 X / z v F I 726.5 / 724.7 724.8 X ( / 726.9X / / X z I it w EX.,�OCK EX. GUY I / 727.4 ¢ o MPSTER EX. X723.2 POL/E I `� I °' 1 + I 7AX PARCEJ,/64-A-1F 26,32Y SQ. FEEX OR 0.6042 ACRE & o h / ( I/ {� ENCLOSURE EX. YARD HYDRANT EX. TRANSFORMER w i23.z Oct n g I I / a�� i a� ; I ( 4 X7286 728.9 � x INV. IN 12" RCP (SE) = 721.44 ;0 CD / ) I I 728.5 vJr�io Z723.Z4 I o f z cv ( 724.5 X IX 727.2 X 727.9 I X 727.8 ( i I N J o a X o \ I I r7 ; I 41 j 0 X 721.9 /X 722. Adr X 7221 X 722.4 EX. GUYS SIGN \\� ,c� ^ I 723.5'!� ^o o III ( \ Z Z F; � r - INV. IN 12" RCP (SE) = 721.44 Iix I I 1 No I - \ EX. LANDSCAPED I \\X728.1 X728.7 WZa Z723.Z4 724.1 ( ` I , N ( ( \ ` \ AREA w \ I I r7 ; INV. OUT 36" RCP (NW) = 719.42 '04M o \ \ I SIGN\I - - EX. _12„ _ RCP 722.4 , X 723.6 723.8 X , �\ X 726:5 X 727.4 726.3 \ 724.8 X 1 ' X 727.7 X 727.9 ' U m j ' 3 \ \ I \ 0 1 K I I, X 727.6 X 727.5 \\ \ \ EX. CURB INLET X 721.9 /X 722. Adr X 7221 X 722.4 EX. GUYS X 7223 �EX. TELEPHONE uGT UGT F- PEDESTAL API'ROX. LOC. U/G COM6 I \ 723.1 X /X723.2rr�.X723.1 I EX. 18p RCP 723.2 ✓ / / w / / L_ ... > 1 LO CABLE (COMCAST) EX. LANDSCAPED r x 728.5 AREA `\ / E (GAS a 4 EX. GAS X726.6 I/ X727.2 X LVE MARKER X ` 727.9 , 728.5 ° EX. SIGN + } EX. TRAF -� �' X7254 II EX. TRAFFIC �OMTMLC w I 1 X 727.8 1- mi- CONTROL VAULT / I x726,2 �EX. SIGN VAULT 1725.9 725.9 'z EX. SIGN �- - 726.1 - - - - - --M� TEX. SIGN r 726.1 726.1 _ _ 726.0 _ - - - - - - - - e _ - - - - - Q� - - - - - - - - - EX. CONCRETE SIDEWALK --- -- ®------- --- --- -_- _-__.-_-- j ----- EX. 24" RCP TORM SEWER EX. CURB INLET m ro ao m m EX. CURB INLET vi ui vi ui ui vi vi L6 A �ci vi RIM = 725.71 ^ n ^ n ^ n n ^ ^ ^ RIM = 725.79 NV. IN 24" RCP NE = 716.47 INV. IN 24" RCP (NE) - 718.64 NV. OUT 27° RCP (NE) = 716.36 o INTI. OUT 24"RrP-(S,w) - 718W50 EX. OVERHEAD _#'I UTILITY WIRES FRONT ROYAL PIKE U.S. ROUTE 522- MINOR ARTERIAL ----POSTED-SPEEIYUMYT-35-MPF#-------------------- VARIABLE WIDTH R/W SEE DB 280 PG 272 & DB 275 PG 80 W30 EX. GAS VALVE 20 10 0 20 40 SCALE: 1" - 20' 0 SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary survey was performed by: VALUE Dated: XX/XX/2011 2. Aerial, horizontal and vertical control surveys were performed by: VALUE XX XX 2011 Date 3. Aerial topographic mapping performed by: VALUE Dated: XX/XX/2011 o m r E CN a N N V -� Cl C � O N m � >1 Lh c_ a m �w0Va, Ln a m LL F- rINI ids W W Z V Z W W W P 06 /W V Z Q 2 J O COV W W an x W Rev. No. I Date THOF v" k SAN Y L. EPLU LIC. No. 32809 I4-StvT--jp-)T L DATE: SEPT. 15, 2017 SCALE: 1" = 10' DESIGNED BY: JNT FILE NO. 3484E SHEET 3 OF 15 DWG #17-06 o \\� ,c� ^ I RIM = 727.33 p INV. IN 12" RCP (SE) = 721.44 - \ EX. LANDSCAPED I I X727,7 INV. IN 12" RCP (NE) = 721.10 \ ` \ AREA INV. OUT 36" RCP (NW) = 719.42 '04M o \ \ \\27.4 I 61 - - EX. _12„ _ RCP 722.4 , X 723.6 723.8 X , �\ X 726:5 X 727.4 726.3 I U m j X 727.6 I0 X 727.5 ~I ` \ 1 I N n � �� 1< ( -� 727.2 X 7R 27 4 727.8 J ° I a \ APPR XIMATE LINTS OF } m N I X ' EX. CURB INLET RIM = 727.38 V. OUT 12" RCP 721 Ia a 20l PRIVA ELECTRIC �A$EMENT X 727.2 \� �. (NW) = . w DB 56 PG 692\\ / ' i �Ai 1 X 723.2 X 723.5 S 16°11'38' W - 131.56: WV EX. FIRE / W- - �]� HYDR o X 7223 �EX. TELEPHONE uGT UGT F- PEDESTAL API'ROX. LOC. U/G COM6 I \ 723.1 X /X723.2rr�.X723.1 I EX. 18p RCP 723.2 ✓ / / w / / L_ ... > 1 LO CABLE (COMCAST) EX. LANDSCAPED r x 728.5 AREA `\ / E (GAS a 4 EX. GAS X726.6 I/ X727.2 X LVE MARKER X ` 727.9 , 728.5 ° EX. SIGN + } EX. TRAF -� �' X7254 II EX. TRAFFIC �OMTMLC w I 1 X 727.8 1- mi- CONTROL VAULT / I x726,2 �EX. SIGN VAULT 1725.9 725.9 'z EX. SIGN �- - 726.1 - - - - - --M� TEX. SIGN r 726.1 726.1 _ _ 726.0 _ - - - - - - - - e _ - - - - - Q� - - - - - - - - - EX. CONCRETE SIDEWALK --- -- ®------- --- --- -_- _-__.-_-- j ----- EX. 24" RCP TORM SEWER EX. CURB INLET m ro ao m m EX. CURB INLET vi ui vi ui ui vi vi L6 A �ci vi RIM = 725.71 ^ n ^ n ^ n n ^ ^ ^ RIM = 725.79 NV. IN 24" RCP NE = 716.47 INV. IN 24" RCP (NE) - 718.64 NV. OUT 27° RCP (NE) = 716.36 o INTI. OUT 24"RrP-(S,w) - 718W50 EX. OVERHEAD _#'I UTILITY WIRES FRONT ROYAL PIKE U.S. ROUTE 522- MINOR ARTERIAL ----POSTED-SPEEIYUMYT-35-MPF#-------------------- VARIABLE WIDTH R/W SEE DB 280 PG 272 & DB 275 PG 80 W30 EX. GAS VALVE 20 10 0 20 40 SCALE: 1" - 20' 0 SURVEY AND TOPOGRAPHIC INFORMATION 1. Boundary survey was performed by: VALUE Dated: XX/XX/2011 2. Aerial, horizontal and vertical control surveys were performed by: VALUE XX XX 2011 Date 3. Aerial topographic mapping performed by: VALUE Dated: XX/XX/2011 o m r E CN a N N V -� Cl C � O N m � >1 Lh c_ a m �w0Va, Ln a m LL F- rINI ids W W Z V Z W W W P 06 /W V Z Q 2 J O COV W W an x W Rev. No. I Date THOF v" k SAN Y L. EPLU LIC. No. 32809 I4-StvT--jp-)T L DATE: SEPT. 15, 2017 SCALE: 1" = 10' DESIGNED BY: JNT FILE NO. 3484E SHEET 3 OF 15 DWG #17-06 m EROSION & SEDIMENT CONTROL PHASE 1 F}' f kA lfF S, --�,.��---M---- lin l` '4e� 14 S i I r fl r R nYSa� Y Erosion & Sediment Control Narrative ffr SF EROSION & SEDIMENT CONTROL PHASE 11 20 10 0 20 40 SCALE: 1" = 20' SANITARY WATER & GAS SUPPLY PROJECT DESCRIPTION VEGETATIVE MEASURES ELECTRIC POWER, TELEPHONE, STORM, , THE PROJECT IS TO BE LOCATED AT ADJACENT (SOUTH) TO IHOP ON FRONT ROYAL PIKE PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) WITHIN FREDERICK COUNTY, VIRGINIA. THIS PROPERTY IS IDENTIFIED IN THE TAX MAPS AS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT PROPERTY IDENTIFICATION NUMBER 64 -A -1F AND CONSIST OF 0.6042 ACRES. THE SITE IS ANY ONE TIME. CURRENTLY ZONED (CM -1) COMMERCIAL INDUSTRIAL DISTRICT. THE LAND DISTURBANCE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE PROPOSED WITHIN THIS PLAN IS APPROXIMATELY 0.84 (INCLUDES OFFSITE DISTURBANCE) AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN (5) DAYS OF COMPLETION OF GRADING. ACRES AND IS FOR THE CONSTRUCTION OF A NEW 5,334 SF BUILDING FOR OIL CHANGE & FOURTEEN (14) DAYS. TIRE SERVICE (SF INCLUDE PIT AREA) AND 14 PARKING SPACES WITH ASSOCIATED TRAVEL DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL WAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DORMANT FOR MORE THAN SIX (6) MONTHS. DAMS SHALL BE REMOVED. EXISTING SITE CONDITIONS THE PROPERTY IS CURRENTLY VACANT/UNDEVELOPED. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SUPER SILT DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO IMMEDIATELY AFTER GRADING. CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE ADJACENT PROPERTY CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THE SUBJECT SITE IS BORDERED ON THE NORTH AND WEST BY EXISTING COMMERCIAL THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN DEVELOPMENTS (RESTAURANTS), TO THE SOUTH BY OFFICE DEVELOPMENT AND TO THE EAST ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO BY FRONT ROYAL PIKE. TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND STRAW) IMMEDIATELY AFTER INSTALLATION. SEDIMENT CONTROL HANDBOOK. SOILS: NA STORMWATER MANAGEMENT CONSIDERATIONS MAINTENANCE I.1 NA ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE CRITICAL AREAS: SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER � MANAGEMENT STRATEGIES ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY EROSION AND SEDIMENT CONTROL MEASURES AS QUICKLY AS POSSIBLE. I UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. PROGRAM. STRUCTURAL MEASURES GRAVEL OUTLETS SHALL HE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED PHASE I UP AND REMOVED. AND CLEANED OR REPLACED IMMEDIATELY. 1. INSTALL CONSTRUCTION ENTRANCE THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS 2. INSTALL SILT FENCE AS SHOWN IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. T_' �. �� I1 I,�/ �� •x, _, xi$�'}�.+u�Y�+-r� e i s�iss..x. ...a .-...,.. «-x _071 -7-1 1L " �■ .. ml �� 'i`� � ■�_. - -. _. , , . _'moi = AI _ r �INEI 0 20 10 0 20 40 SCALE: 1" = 20' SANITARY WATER & GAS SUPPLY PROJECT DESCRIPTION VEGETATIVE MEASURES ELECTRIC POWER, TELEPHONE, STORM, , THE PROJECT IS TO BE LOCATED AT ADJACENT (SOUTH) TO IHOP ON FRONT ROYAL PIKE PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS TRENCHES ARE TO BE COMPACTED, SEEDED AND MULCHED WITHIN FIVE (5) WITHIN FREDERICK COUNTY, VIRGINIA. THIS PROPERTY IS IDENTIFIED IN THE TAX MAPS AS WITHIN SEVEN (7) DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE SITE. DAYS AFTER BACKFILLING. NO MORE THAN 500 FEET ARE TO BE OPEN AT PROPERTY IDENTIFICATION NUMBER 64 -A -1F AND CONSIST OF 0.6042 ACRES. THE SITE IS ANY ONE TIME. CURRENTLY ZONED (CM -1) COMMERCIAL INDUSTRIAL DISTRICT. THE LAND DISTURBANCE TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED ALL CUT AND FILL SLOPES ARE TO BE SEEDED AND MULCHED WITHIN FIVE PROPOSED WITHIN THIS PLAN IS APPROXIMATELY 0.84 (INCLUDES OFFSITE DISTURBANCE) AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN (5) DAYS OF COMPLETION OF GRADING. ACRES AND IS FOR THE CONSTRUCTION OF A NEW 5,334 SF BUILDING FOR OIL CHANGE & FOURTEEN (14) DAYS. TIRE SERVICE (SF INCLUDE PIT AREA) AND 14 PARKING SPACES WITH ASSOCIATED TRAVEL DRAINAGE SWALES SHALL BE STABILIZED WITH CHECK DAMS UNTIL WAYS. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT VEGETATION HAS BEEN WELL ESTABLISHED, AT WHICH TIME THE CHECK DORMANT FOR MORE THAN SIX (6) MONTHS. DAMS SHALL BE REMOVED. EXISTING SITE CONDITIONS THE PROPERTY IS CURRENTLY VACANT/UNDEVELOPED. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SUPER SILT DEVICES LISTED ABOVE ARE CONSIDERED MINIMUM EROSION AND SEDIMENT FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION CONTROLS. ADDITIONAL CONTROL MEASURES MAY BE NECESSARY DUE TO IMMEDIATELY AFTER GRADING. CONTRACTOR PHASING OR OTHER UNFORESEEN CONDITIONS. IT IS THE ADJACENT PROPERTY CONTRACTOR'S RESPONSIBILITY TO PROVIDE ADDITIONAL MEASURES TO THE SUBJECT SITE IS BORDERED ON THE NORTH AND WEST BY EXISTING COMMERCIAL THOSE SHOWN, AS NEEDED, IN ORDER TO CONTROL EROSION AND CONTAIN DEVELOPMENTS (RESTAURANTS), TO THE SOUTH BY OFFICE DEVELOPMENT AND TO THE EAST ALL EARTH BERMS, DIVERSIONS AND SEDIMENT TRAP EMBANKMENTS ARE SEDIMENT ON SITE. ALL MEASURES SHALL BE INSTALLED ACCORDING TO BY FRONT ROYAL PIKE. TO BE MACHINE -COMPACTED, SEEDED AND MULCHED (HAY MULCH OR THE STANDARDS AND SPECIFICATIONS IN THE VIRGINIA EROSION AND STRAW) IMMEDIATELY AFTER INSTALLATION. SEDIMENT CONTROL HANDBOOK. SOILS: NA STORMWATER MANAGEMENT CONSIDERATIONS MAINTENANCE NA ALL CONTROL MEASURES SHALL BE INSPECTED DAILY BY THE SITE CRITICAL AREAS: SUPERINTENDENT OR HIS REPRESENTATIVE AND WITHIN 24 HOURS AFTER NO CRITICAL AREAS ARE IDENTIFIED WITH THIS PROJECT. MANAGEMENT STRATEGIES ANY STORM EVENT GREATER THAN 0.5 INCHES OF RAIN PER 24 HOUR CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END PERIOD. ANY DAMAGED STRUCTURAL MEASURES ARE TO BE REPAIRED BY EROSION AND SEDIMENT CONTROL MEASURES AS QUICKLY AS POSSIBLE. THE END OF THE DAY. SEEDED AREAS SHALL BE CHECKED REGULARLY TO UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL ENSURE THAT A GOOD STAND OF GRASS IS MAINTAINED. ALL AREAS SHALL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND BE FERTILIZED AND RESEEDED AS NEEDED UNTIL GRASS IS ESTABLISHED. AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND MAINTENANCE OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE SPECIFICATIONS OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK. MEASURES THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE TRAPPED SEDIMENT IS TO BE REMOVED AS REQUIRED TO MAINTAIN 50% TRAP EFFICIENCY AND DISPOSED OF BY SPREADING ON SITE. PROGRAM. STRUCTURAL MEASURES GRAVEL OUTLETS SHALL HE CHECKED REGULARLY FOR SEDIMENT BUILD-UP. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED IF THE GRAVEL OUTLET IS CLOGGED BY SEDIMENT, IT SHALL BE REMOVED PHASE I UP AND REMOVED. AND CLEANED OR REPLACED IMMEDIATELY. 1. INSTALL CONSTRUCTION ENTRANCE THE CONTRACTOR IS RESPONSIBLE FOR KEEPING EXISTING PUBLIC ROADS 2. INSTALL SILT FENCE AS SHOWN IN A CLEAN, DUST AND MUD FREE, CONDITION AT ALL TIMES. 3. INSTALL INLET PROTECTION 4. BEGIN CLEARING, CUT/FILL OPERATION AND NEW UTILITY INSTALLS) PHASE II 1. INSTALL INLET PROTECTIONS AS SHOWN (INLETS PROTECTION FROM PHASE 1 TO REMAIN UNLESS OTHERWISE SHOWN) 2. COMMENCE PERMANENT SEEDING & ENTIRE SITE STABILIZATION ONCE THE SEDIMENT CONTROL MEASURES ARE INSPECTED FOR CONFORMANCE AND APPROVED BY THE CITY OF WINCHESTER PUBLIC WORKS DEPARTMENT THE ADDITIONAL CLEARING & GRUBBING OF SITE WITH LIMITS SHOWN. IF NECESSARY INSPECTOR MAY REQUIRE ADDITIONAL EROSION & SEDIMENT CONTROL MEASURES. RESPONSIBLE LAND DISTURBER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THE PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. PHASES OF LAND DISTURBANCE ACTIVITIES 1. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. 2. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL SEDIMENT CONTROL DEVICES ONLY (PHASE I DIVERSION DIKES, CONSTRUCTION ENTRANCE, SILT FENCING AND CHECK DAMS). 3. PLACEMENT OF SEDIMENT CONTROL DEVICES. 4. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. 5. CLEAR AND GRUB REMAINDER OF SITE. 6. ROUGH GRADE SITE. 7. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL B. FINAL GRADING. 9. RESTORATION AND STABILIZATION OF DISTURBED AREAS. 10. WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN STABILIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES. SEEDING NOTES: 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE VESCH. 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 3. PULVERIZED AGRICULTURAL GRADE LIMESTONE SHALL BE INCORPORATED INTO SOIL (TOP 4-6 INCHES) AT A RATE OF 90 LBS. PER 1000 S.F. (2 TONS PER ACRE). 4. FERTILIZE WITH 10-10-10 AT A RATE OF 23 LBS. PER 1000 S.F. (1000 LBS. PER ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 LBS. PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED AT A RATE OF 200 GALLONS PER ACRE. DUST CONTROL: 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TO LITTLE OR NO CONSTRUCTION TRAFFIC. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH WATER UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. 20 10 0 20 40 SCALE: 1 " = 20' EROSION/SEDIMENT CONTROL LEGEND NO. KEY SYMBOL DESCRIPTION 3.02 CE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 3.05 SF x -X- SILT FENCE 3.07 IP STORM DRAIN INLET PROTECTION 3.09 DD DD TEMPORARY DIVERSION DIKE 3.12 DVS DIVERSION 3.32 PS PERMANENT SEEDING LIMITS OF CLEARING & GRADING DRAINAGE DIVIDES CRITICAL SLOPE - CRITICAL SLOPE TO BE SEEDED, MULCHED AND TACKED WITHIN 14 DAYS AFTER START OF GRADING, OR SODDED AND PEGGED WITHIN 14 DAYS AFTER START FREDERICK COUNTY WATER QUALITY COMPLIANCE NOTE: IN ACCORDANCE WITH FREDERICK COUNTY, THE DISTURBED AREA OF THE SITE IS LESS THAN 1.0 ACRE (43,560 SF), THEREFORE, NO WATER QUALITY MITIGATION IS PROPOSED WITH THE DEVELOPMENT OF THE SUBJECT SITE. FREDERICK COUNTY LAND DISTURBANCE NOTE: LAND DISTURBANCE PERMIT WILL BE REQUIRED AT TIME OF CONSTRUCTION DUE TO THE LIMITS OF DISTURBANCE EXCEEDING 5,000 SF. STORMWATER MANAGEMENT NOTE: STORMWATER MANAGEMENT FOR THE SUBJECT SITE IS PROVIDED WITHIN THE REGIONAL FACILITY ADJACENT TO CRACKER BARREL. REFER TO REGIONAL STORMWATER MANAGEMENT PLAN CN N N V I C _ d 2 � .-. N R Ti O C N C- d 0 ii FLL �z i ► ZW W z WQ� w z w cn w W Z C9 Z W W GC N 06 rW V Z Q O c♦ V♦ NW w as x W IRev. No.I Date I RANDY L. (KEPLER Lic. No. 32809 DATE: SEPT. 15, 2017 SCALE: 1" = 20' DESIGNED BY: JNT FILE NO. 3484E SHEET 4 OF 15 DWG #17-06 MINIMUM CONSTRUCTION STANDARDS An erosion and sediment control program adopted with this plan must be consistent with the VSECH for 9VAC25-840-40 minimum standards: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stock piles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 100 -year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local requirements pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition t other applicable o the criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with this chapter. f. Applicable safety requirements shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. () All previously b constructed man-made channels shall be analyzed by the use of a 10 -year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a 10 -year storm to verify that stormwater will be contained within the pipe or system. C. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a 10 -year storm will not overtop the banks and a two-year storm will not cause erosion to the channel, the bed, or the banks; or (2) Improve the pipe or pipe system to a condition where the 10 -year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a 10 -year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. Of. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development condition of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. I. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural qor man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to § 62.1-44.15:54 or 62.1-44.15:65 of the Act. m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of § 62.1.44.15:52 A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (§ 62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land -disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulation or are exempt pursuant to subdivision C 7 of § 62.1.44.15:34 of the Act. n. Compliance with the water quantity minimum standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulation shall be deemed to satisfy the requirements of this subdivision 19. STONE CONSTRUCTION ENTRANCE 70' MIN. A - CLMi 6- MIN. I A I SIDE ELEVATION IXISTtNO GROUND ]0' WM 11' WN. L V 1 !r COURSr E AGOREG4IE NU DX D FULL 1100M OF INGRESS AND EGRESS OPERAa W I --� DRNN B to SEOMIEM IRNilNO DENCE PLAN VIEW to' 10' N f0' MIN. REI SECTION A -A SECTION B -B SOURCE • OPO from 1983 Mayland Standards for Soil erman and Sediment Control, and Va. OS#C Plate 3.02-1 CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SEr POSTS AND EXCAVATE A 4-X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. from Installation of Straw and Fabric Fitter Barriers for Sediment C , PIAT&. 9.05-1 GRAVEL .. INLET SEDIMENT FILTER n11PiS - m GRAVEL FILTER RUNOFF WATER SEDIMENT CONCRETE GUTTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LMLY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. * GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 TABLE 3.32-C SITE SPECIFIC PERMANENT SEEDING MIXTURES FOR APPALACHIAN/MOUNTAIN AREA Total Lbs. Minimum Care Lawn Per Acre - Commercial or Residential 200-250 lbs. - Kentucky 31 or Turf -Type Tall Fescue 90-100% - Improved Perennial Ryegrass * 0-10% - Kentucky Bluegrass 0-10% High -Maintenance Lawn Minimum of three (3) up to five (5) varieties of bluegrass from approved list for use in Virginia. 125 Ibs. General Slope (3:1 or less) - Kentucky 31 Fescue 128 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. 150 lbs Low -Maintenance Slope (Steeper than 3:1) - Kentucky 31 Fescue 108 lbs. - Red Top Grass 2 lbs. - Seasonal Nurse Crop** 20 lbs. - Crownvetch *** 20 lbs. 150 lbs * Perennial Ryegrass will germinate faster and at lower soil temperatures than fescue, thereby providing cover and erosion resistance for seedbed. ** Use seasonal nurse crop in accordance with seeding dates as stated below: March, April through May 15th Annual Rye May 16th through August 15th Foxtail Millet August 16th through Sept.,Oct. Annual Rye November through February Winter Rye *** If Flatpea is used, increase to 30 lbs./acre. All legume seed must be properly inoculated. Weeping Lovegrass may also be included in any slope or low-maintence mixtures during warmer seeding periods; add 10-20 Ibs/acre in mixes. N LO t�0 00 E L N N V N Ln .J t�0 C E oc wc� Ln a 10 rn r C d LL H 3 W W Z 0 Z W NW r 06 rLU V Z Ta V J ♦♦O ♦v♦�i V♦ W WA an X W Rev. No.I Date Lic. No. 32809 DATE: SEPT. 15, 2017 SCALE: N/A DESIGNED BY: JNT FILE NO. 3484E SHEET 5 OF 15 DWG #17-06 may/, 1 5- F + W I c O E AL1 00 cl� �- = CE , 0 EX. GAS 1 MARKER O N N ., °' di c I, � w W >< W EX. CONCRETE PAD TER -PA CEL EX. GAS ° _�� ;, 0' -V d) 0 TO REMAIN c\j- ENTRA CE it VALVE CUT IN r , , c� , { + EMOVE APPROX. � I-3, L=5' r CONTRACTOR To MILL ANDIPR OVERLAY TIE CG T _ _ 25" LF EX. CO EX. LIN ASPHAL PVMT. AS REQUIRED TO PROVIDE SMOOTH TRANSITION EX' EX. FIRE i I I TER -P RCEL '� AND DRAIN GE I HYDRANT MOVE REMOVE R MOVE PPRO i � 0 REMAIN , c.� i • DI � IE ENTRA CE TO APPROX. EX. BLOCK EX. YARD HYDRANTCN 5 LF EX. CG 1 � 18 �, � � G ' PLACE TD. MH �4:9 � X 42 LF CG DUMPSTER EX. T ANSFORMER APPROXIMATE I- CATION E , w , 5 R ENCLOSURE X. 6 D..P DATER MAIN EX. SIGN O BE .--- uj 0 — _� — _ — EX. 1 RCP ��, LOCATED z uj 0 _ _ WV E X. 3 6)' RCP S — — R M S E E R 5----�-_-43 a4- ��E 0 .� -- — — __ - �� _� —:td '1 I w �� _� — 'CURB R 1 lL UNDER— a C� CG -12 TYPE 1.5 E --G�— -B I � I� — .� �� ion o YPE 35'R > r V1 ion - CG -CR 2.5"R I cr- ILL��/�j 't- ... APPROX. LOCATION OF UGU 15' BRL BOLLARDS 4..VIF1 :0. '.Qs '.j CURB (TYP. ) , 3 35 R I i � 15" STM RCP Cly 1m�" RCP 15 STM C a NNW a 15" ST CP �� STM TOP SIGN � _ �� RPP I STOP BAR uj Lu �- �' [� LL �, �-�' �-- (o r r j a 1 j c� 3 R 2" PET , 1-- r �?, REMOVE X LLJ CL- � pO �. = j I WATER❑ SERVICE . — ��. _: � C ® ❑ _ o L W I I = 29.4' EX. SIGN V TO B E REMOVED S' i APPROX. +� � w ``' � _ , r� 2 CURB ,.�: o . � � 5 R 1Liu m < 25' LF z LINE CUT IN x. S1W I, -+ ! i f CUT;. �" ❑ �:• :�a'. DI -36, L -6i & CG �, LlJ I N 46`11 38 E j CO C.APRONS _ c— _ ` ' �t� M]N U M E NT I ON Ex. LINE LSC � z ,..r, E 3 FLU H VIII PVMT. .'Z. o o a.o.1. 18.0' SIGN L < �- u LIJ = H � � I131.E EX. YARD INLET TYP. >. 'ate iE �� 8 0 z w 1� .�. a k c? w � < I Ln W F GR ATE = 1 GP (NES 722.40 1 I r w �v3 BOLLARQ _ 4 __. _ 0 $� o � � V- 46.8 U3 I t� r cr, 0 wN z c� � c� �, Co- - ► ; wz a r" � CP(W)717.72 r r I z cry_ 4TYP.) `�� . k �' PROP. - z r cn � -j m ,- EX. SIGN d� cD _ ib-- RE I m �W Q STRIPING W x ,�, To REMAIN W F- CY_ LkICE I I U - s.. w m Q .. U W LO ,_,_, �Ln T W i cn W/ HHro AD ST!RI V. a •� .. ` SAN. A. ar �� S �I 'O I LAT. I� I I� I v c y 1 I �' o C�, > CD x i s i 0 1- m < LLJ-- , � `" , � � L�.i�.. INV -726.5 m 0 1 0 n — c AS- f' 2 -Co & ' '��. - . BOLLARDS'- < -} - w � - o - �.. _. T -M -A-1- F ---(Typ.)ADA ° C/-) --5- � 0 �LLJ 0 ECl�- I I I " ` o" ° SITE AREA 0.8442 ACRES �' " Z . SIGN � I CD �-- --- N m V3 Ci3 I x .� ,� 18.0 Gj BOLLARDS Vit.. _ :`' o PROPOSED BLDG. o Q . k .' U - w w LLJ I f �a• i c 0 r TYP. ) �O — PI�I�� +341 — 4 ,` ` I CURB r EX. GRAVEL ENTRANCE ! ` 0 1 CN €�� --F R -E= -8;994 -SF- -- --- �a N o E TRANS r TO BE REMOVED Lam. C 3 -' C o I CURB NOSE DOWN - a 'r'' y TOTAL- 5 334 SF _ `. ko. DOWN REMOVE E. ENTRANCE --7-& ' o I m W W : 0 925 SF o :.-Lo" CURB PPROX- CG S� W �.s-CU-6R -CURB- — — � .2-- _- e=' .� To BE PROVIDED I 01 , - 0 ! i I n -~� --— —----15 BRL MANS ----—I—_ W a_ W I I TRANS. CURB FLUSH Wl CONC. I 'SAY LLJ ° Daae 1 9-14-2417 _ CURB FLUSH WI CONC. 5 PARKING SETBACK APPROXIMATE LOCATION OF 12' RIGHT OF W � n IE � 1 -c/o — SIGN SIGN DB 584 PG 311 nH° nK° LL- _ d 0 �I o H 01 ► w >- CD EX. POLE CORE RILL IN L J n H 0 ��Oc� X� ►Jl z -D �� I = R EPLER L W .-720.50 FOR INS DE DROP SAN. LAT. CD x� 0X 0 Q 0 �I I o Lic. Na. 32809 ° ►-Szj I w r� r C� o W w VDOT NATE: -to L --J CD 0 o cJ 1. ALTERNATIVE NOSE TYPE TO BE USED FOR FOR THE CG -7 CURB. 2. UD -4 SHALL BE PLACED UNDERNEATH CURB & GUTTER ALONG RTE. 522. DATE; SEPT. 15, 2017 SCALE: 1 = 10 AND SHALL BE CONNECTED TO EXISTING UD -4. LLJ LW DESIGNED BY. JNT FILE NO. 3484E 0 Iry W �`--'� 10 D 10 20 L1! Ill V) �-- U U n � � � SCALE: = 1(� 1 6 OF -15 DWG #1726 CSHEET 0 740 740 740 740 745 745 745 7 MEN �61EINEY�� -11 -li�le� r . I•�7�� MEN A•\�� r r 725 725OEM • - �� Iia--© _9a:I1�1.7:pJ MENEM mm ■��- ��. HEINEN I��ar�.I�nxal�ayi n��i 1 i �li�ll� nr��l�-;IhJ3•S1� �II�II� �I ullr� �n�n urllll-u��llllllllllllllllll- �II�II urmu�l�s-� Err U�a� li•� JOE 715 715 oto /�1�k].�MIMta�j s , �I�!AMII� �T.RI>• nlww�w..i • BE- -LOWERED -1 �!� e -•- t S - ®• 710 710 6 F-40" LO 705 705 • w w r.'.� 1 Inlet DA (AC) C CA um Q Qb Qt ° S(%) Sx T (ft) W (ft) SW W/T SW/Sx Eo a S'W = Se=Sx+S'w L, Spec Lt (ft) Lilt E (%) Qi (cfs) Qb, Co SagInlets Only Structure Curb Depth Height CA (Increm.) Inlet ID Tc (min) CA (m/hr) (cfs) (cfs) (cfs) (ft+'ft) I nvert Down [ft) (ft/ft) Slope (%) Diameter (in) .. �� (Eo) (fUft) Length Increm Flow Time (min) Flow Time (min) (cfs) 5 d/h T @Sag Name gth O Length 0.06 � ins ` �al(a`�sa`l��al� 0.37 720.48 720.32 ' l�al mal 15 4.93 2.23 0.24 in ( ) ft (ft) 4 5 DI -3B - 4' 4.00 0.06 0.90 0.06 0.06 4.00 0.23 0.00 0.23 0.01 0.02 �II�� 0.08 1.00 720.07 719.80 -�•1� • �i7G�r7��i"1�� 1.00 0.23 0.00 0.16 0.30 �i`I-mil 6 DI -3B - 4' 4.00 0.11 0.90 0.10 0.10 4.00 0.40 0.00 0.40 0.01 0.02 2.00 0.08 5.00 6.29 1.21 4.08 4.00 0.98 1.00 0.40 0.00 0.17 4.93 ��zisllr x,l�i�� I DI -1 2.16 0.20 0.90 0.18 0.18 4.00 0.70 0.00 0.70 1 0.05 0.90 0.05 0.24 5.00 6.16 1.47 1A0 0.70 0.00 0.13 0.50 6.547 4.93 3.32 0.27 0.27 RCP 1 EX2 0.20 0.90 0.18 0.41 5.00 6.07 5.72 718.43 718.07 55.81 0.65 18 9.10 5.14 0.18 0.18 RCP EX2 EX1 0.00 0.50 0.00 0.41 i 6.00 _�= 717.72 713.18 56.56 8.03 .�r 32.10 =NNINE 0.07 0.07 RCP 6 ��-�� 0.11 0.90 0.10 0.10 5.00 6.50 0.65 720.43 720.32 22.02 0.50 15 4.93 2.64 0.14 0.14 RCP EX3 1 0.00 �� 0.00 0.00 0.00 0.00 3.20 �II[�A 718.43 �rs..�. 0.68 18 9.34 4.54 IIW ,•i�rslr��■ RCP 1.47 3.32 4.89 0.17 85.20 0.70 0.12 725.00 EX2 714.38 18 5.69 56.56 0.31 0.17 13.00 0.66 5.72 5.14 29.37 0.41 0.14 57.57 0.55 0.22 1.02 0.51 0.69 715.07 726.00 6 721.32 15 0.65 22.02 0.01 0.00 2.64 0.03 0.03 �yI? 0.02 wm 721.35 727.33 7 722.04 15 MO 23.18 0.00 toy" 0.00 0.00 0.00 0.00 0.00 722.04 726.70 EX3 719.63 18 ; 3.20 20.60 0.10 ®nIlllllo�ss 4.54 0.10 0.10 0.05 0.07 719.70 725.59 � �J�s�llllllllli�� mil-E7��i �sIIIil��li1 1 .. 0 740 740 740 740 745 745 745 7 MEN �61EINEY�� -11 -li�le� r . I•�7�� MEN A•\�� r r 725 725OEM • - �� Iia--© _9a:I1�1.7:pJ MENEM mm ■��- ��. HEINEN I��ar�.I�nxal�ayi n��i 1 i �li�ll� nr��l�-;IhJ3•S1� �II�II� �I ullr� �n�n urllll-u��llllllllllllllllll- �II�II urmu�l�s-� Err U�a� li•� JOE 715 715 oto /�1�k].�MIMta�j s , �I�!AMII� �T.RI>• nlww�w..i • BE- -LOWERED -1 �!� e -•- t S - ®• 710 710 6 F-40" LO 705 705 • w w r.'.� 1 TYPICAL SECTION (C&G) FRONT ROYAL PIKE US ROUTE 522 R/W WIDTH VARIES STORM INLET CALCULATIONS Inlet DA (AC) C CA um Q Qb Qt ° S(%) Sx T (ft) W (ft) SW W/T SW/Sx Eo a S'W = Se=Sx+S'w L, Spec Lt (ft) Lilt E (%) Qi (cfs) Qb, Co SagInlets Only Structure Curb Depth Height CA (Increm.) Inlet ID Tc (min) CA (m/hr) (cfs) (cfs) (cfs) (ft+'ft) I nvert Down [ft) (ft/ft) Slope (%) Diameter (in) .. �� (Eo) (fUft) Length Increm Flow Time (min) Flow Time (min) (cfs) 5 d/h T @Sag Name gth O Length 0.06 � ins ` �al(a`�sa`l��al� 0.37 720.48 720.32 ' l�al mal 15 4.93 2.23 0.24 in ( ) ft (ft) 4 5 DI -3B - 4' 4.00 0.06 0.90 0.06 0.06 4.00 0.23 0.00 0.23 0.01 0.02 �II�� 0.08 1.00 720.07 719.80 -�•1� • �i7G�r7��i"1�� 1.00 0.23 0.00 0.16 0.30 �i`I-mil 6 DI -3B - 4' 4.00 0.11 0.90 0.10 0.10 4.00 0.40 0.00 0.40 0.01 0.02 2.00 0.08 5.00 6.29 1.21 4.08 4.00 0.98 1.00 0.40 0.00 0.17 4.93 ��zisllr x,l�i�� I DI -1 2.16 0.20 0.90 0.18 0.18 4.00 0.70 0.00 0.70 1 0.05 0.90 0.05 0.24 5.00 6.16 1.47 1A0 0.70 0.00 0.13 0.50 6.547 4.93 3.32 0.27 0.27 RCP 1 EX2 0.20 0.90 0.18 0.41 5.00 6.07 5.72 718.43 718.07 55.81 0.65 18 9.10 5.14 0.18 0.18 RCP EX2 EX1 0.00 0.50 0.00 0.41 i 6.00 5.69 717.72 713.18 56.56 8.03 .�r 32.10 13.00 0.07 0.07 RCP 6 4 0.11 0.90 0.10 0.10 5.00 6.50 0.65 720.43 720.32 22.02 0.50 15 4.93 2.64 0.14 0.14 RCP EX3 1 0.00 �� 0.00 0.00 0.00 0.00 3.20 �II[�A 718.43 �rs..�. 0.68 18 9.34 4.54 IIW ,•i�rslr��■ RCP 1.47 3.32 4.89 0.17 85.20 0.70 0.12 725.00 EX2 714.38 18 5.69 56.56 0.31 0.17 13.00 0.66 5.72 5.14 29.37 0.41 0.14 57.57 0.55 0.22 1.02 0.51 0.69 715.07 726.00 6 721.32 15 0.65 22.02 0.01 0.00 2.64 0.03 0.03 0.04 0.02 0.02 721.35 727.33 7 722.04 15 MO 23.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 722.04 726.70 EX3 719.63 18 ; 3.20 20.60 0.10 0.02 4.54 0.10 0.10 0.05 0.07 719.70 725.59 TYPICAL SECTION (C&G) FRONT ROYAL PIKE US ROUTE 522 R/W WIDTH VARIES STORM INLET CALCULATIONS Inlet DA (AC) C CA um Q Qb Qt ° S(%) Sx T (ft) W (ft) SW W/T SW/Sx Eo a S'W = Se=Sx+S'w L, Spec Lt (ft) Lilt E (%) Qi (cfs) Qb, Co SagInlets Only Structure Curb Depth Height CA (Increm.) Inlet ID Tc (min) CA (m/hr) (cfs) (cfs) (cfs) (ft+'ft) I nvert Down [ft) (ft/ft) Slope (%) Diameter (in) a/(12W) (Eo) (fUft) Length Increm Flow Time (min) Flow Time (min) (cfs) 5 d/h T @Sag Name gth O Length 0.06 5.00 6.50 0.37 720.48 720.32 32.12 0.50 15 4.93 2.23 0.24 in ( ) ft (ft) 4 5 DI -3B - 4' 4.00 0.06 0.90 0.06 0.06 4.00 0.23 0.00 0.23 0.01 0.02 �II�� 0.08 1.00 720.07 719.80 3.20 4.00 1.25 1.00 0.23 0.00 0.16 0.30 0.30 6 DI -3B - 4' 4.00 0.11 0.90 0.10 0.10 4.00 0.40 0.00 0.40 0.01 0.02 2.00 0.08 5.00 6.29 1.21 4.08 4.00 0.98 1.00 0.40 0.00 0.17 4.93 ��zisllr x,l�i�� I DI -1 2.16 0.20 0.90 0.18 0.18 4.00 0.70 0.00 0.70 1 0.05 0.90 0.05 0.24 5.00 6.16 1.47 1A0 0.70 0.00 0.13 0.50 6.547 4.93 3.32 0.27 0.27 RCP 1 TYPICAL SECTION (C&G) FRONT ROYAL PIKE US ROUTE 522 R/W WIDTH VARIES STORM INLET CALCULATIONS Inlet DA (AC) C CA um Q Qb Qt ° S(%) Sx T (ft) W (ft) SW W/T SW/Sx Eo a S'W = Se=Sx+S'w L, Spec Lt (ft) Lilt E (%) Qi (cfs) Qb, Co SagInlets Only Structure Curb Depth Height CA (Increm.) Inlet ID Tc (min) CA (m/hr) (cfs) (cfs) (cfs) (ft+'ft) I nvert Down [ft) (ft/ft) Slope (%) Diameter (in) a/(12W) (Eo) (fUft) Length Increm Flow Time (min) Flow Time (min) (cfs) 5 d/h T @Sag Name gth O Length 0.06 5.00 6.50 0.37 720.48 720.32 32.12 0.50 15 4.93 2.23 0.24 in ( ) ft (ft) 4 5 DI -3B - 4' 4.00 0.06 0.90 0.06 0.06 4.00 0.23 0.00 0.23 0.01 0.02 2.00 0.08 1.00 720.07 719.80 3.20 4.00 1.25 1.00 0.23 0.00 0.16 0.30 0.30 6 DI -3B - 4' 4.00 0.11 0.90 0.10 0.10 4.00 0.40 0.00 0.40 0.01 0.02 2.00 0.08 5.00 6.29 1.21 4.08 4.00 0.98 1.00 0.40 0.00 0.17 4.93 3.15 I DI -1 2.16 0.20 0.90 0.18 0.18 4.00 0.70 0.00 0.70 1 0.05 0.90 0.05 0.24 5.00 6.16 1.47 1A0 0.70 0.00 0.13 0.50 6.547 INLET NOTE: INLETS 8, 9, & 10 ARE TO PROVIDE DEWATERING AT THE PROPOSED ENTRANCE DUE TO FLAT LONGITUDINAL SLOPE ALONG FRONT ROYAL PIKE (U.S. ROUTE 522). a EXISTING WP -2 DETAIL (TYP.) CD -1 AND CD -2 UNDERDRAINS ARE TO BE TRAVEL LANE PROVIDED AS SHOWN ON THESE DRAWINGS UNLESS OTHERWISE DIRECTED BY VDOT INSPECTOR NOTE: PROPOSED PAVEMENT FOR ROUTE 522 TO MATCH EXISTING ROUTE 522 PAVEMENT SECTION. ROUTE 522 PAVEMENT SECTION 1.5" SM -12.5D 2" IM-19.OD 8" BM - 25.0 4" 21-B 8" 2"x8" SELECT ROCK FILL 10 0 10 20 SCALE: 1" = 10' V♦ Iw1� STORM SEWER PIPE CALCULATIONS HYDRAULIC GRADE LINE CALCULATIONS W E From 'I To UA (Acres) Runoff CC C CA (Increm.) CA (Accum.) Tc (min) Rainfall (in/hr) Runoff Q (cfs) Invert Up (ft) I nvert Down [ft) Length (ft) Slope (%) Diameter (in) Capacity (cfs) Velocity (fps) Increm Flow Time (min) Flow Time (min) Pipe Material 5 4 0.06 0.90 0.06 0.06 5.00 6.50 0.37 720.48 720.32 32.12 0.50 15 4.93 2.23 0.24 0.24 RCP 4 3 0.00 0.00 0.00 0.16 0.00 6.41 1.00 720.07 719.80 54.45 0.50 15 4.93 2.99 0.30 0.30 RCP 3 2 0.04 0.90 0.04 0.19 5.00 6.29 1.21 719.55 719.20 71.10 0.50 15 4.93 3.15 0.38 0.38 RCP 2 1 0.05 0.90 0.05 0.24 5.00 6.16 1.47 718.95 718.68 53.00 0.50 15 4.93 3.32 0.27 0.27 RCP 1 EX2 0.20 0.90 0.18 0.41 5.00 6.07 5.72 718.43 718.07 55.81 0.65 18 9.10 5.14 0.18 0.18 RCP EX2 EX1 0.00 0.50 0.00 0.41 0.00 6.00 5.69 717.72 713.18 56.56 8.03 18 32.10 13.00 0.07 0.07 RCP 6 4 0.11 0.90 0.10 0.10 5.00 6.50 0.65 720.43 720.32 22.02 0.50 15 4.93 2.64 0.14 0.14 RCP EX3 1 0.00 0.00 0.00 0.00 0.00 0.00 3.20 718.57 718.43 20.60 0.68 18 9.34 4.54 0.08 0.08 RCP 10 0 10 20 SCALE: 1" = 10' V♦ Iw1� HYDRAULIC GRADE LINE CALCULATIONS W W Inlet Outlet W.S.E. (ft) Do (in) (Qo) Lo Sfo (%) Hf (ft) a� a JUNCTION LOSS U1 W Final H Inlet W.S.E. (ft) Rim Elev (ft) Vo Ho Qi (fps) (ft) (cfs) Vi QiVi (fps) Vi^2/2g Hi (ft) Angle K Hb (ft) (deg) Ht Milt [ft) (ft) 0.51 -It (ft) 5 721.32 15 0.37 32.12 0.00 0.00 2.23 0.02 O� a Uj W 0.02 0.03 0.02 0.02 721.34 726.00 4 720.80 15 1.00 54.45 0.03 0.01 2.99 0.03 0.65 2.64 1.72 0.11 0.04 89.97 0.72 0.08 0.15 0.08 0.09 720.89 Q E" xw 0.37 2.23 0.82 0.08 'V♦ yr 0.00 0.00 0.00 LU 726.77 3 720.20 15 1.21 71.10 0.04 0.03 3.15 0.04 1.00 2.99 3.00 0.14 0.05 0.00 0.00 0.00 0.09 0.04 0.07 720.26 728.00 2 719.68 15 1.47 53.00 0.05 0.03 3.32 0.04 1.21 3.15 3.81 0.15 0.05 0.00 0.00 0.00 0.10 0.13 0.06 0.09 719.77 727.07 1 719.27 18 5.72 55.81 0.31 0.17 5.14 0.10 3.20 4.54 14.53 0.32 0.11 0.00 0.00 0.00 0.33 0.17 0.34 719.61 1.47 3.32 4.89 0.17 85.20 0.70 0.12 725.00 EX2 714.38 18 5.69 56.56 0.31 0.17 13.00 0.66 5.72 5.14 29.37 0.41 0.14 57.57 0.55 0.22 1.02 0.51 0.69 715.07 726.00 6 721.32 15 0.65 22.02 0.01 0.00 2.64 0.03 0.03 0.04 0.02 0.02 721.35 727.33 7 722.04 15 MO 23.18 0.00 0.00 0.00 0.00 0.00 0.00 0.00 722.04 726.70 EX3 719.63 18 ; 3.20 20.60 0.10 0.02 4.54 0.10 0.10 0.05 0.07 719.70 725.59 10 0 10 20 SCALE: 1" = 10' Rev. No. Date TH OF I RA Y L. PLER Lic. No. 32809 0I'{-Scar-2A��' IONALCs DATE: SEPT. 15, 2017 SCALE: 1" = V DESIGNED BY: JNT FILE NO. 3484E SHEET 8 OF 15 DWG #17-06 V♦ Iw1� W W z a� a z U1 W z O �- E-y I� o O� a Uj W E- �z I� a Z I) C) o o J Q E" xw 'V♦ yr LU W am x W Rev. No. Date TH OF I RA Y L. PLER Lic. No. 32809 0I'{-Scar-2A��' IONALCs DATE: SEPT. 15, 2017 SCALE: 1" = V DESIGNED BY: JNT FILE NO. 3484E SHEET 8 OF 15 DWG #17-06 TRAFFIC_ REFER TO STANDARD CG -13 C04MERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE IDEP'EH. '0- WHEN Cu RD RAMPS ARE USE'] IN CONJUNCTION WITH A. SHARED VSE PATH, THE VINIPAUM WIDTH SHALL qE THE WIDTH OF THE SHARED ?JSE PATH 11. WHEN OIL+' ONE CURB RAMP IS PROVIDED FOR TWO CADSSIN;CS (DIAGONAL)., A4` x 4' LANDING AREA SHALL BE PROVIDED TC MANELVER A WHEELCHAIR INTO THE CRROSSWALK WITHOUT GOING INTO THE TAAVELWAY. THE 41 X 4' LANCING AREA MAY INCLUDE THE GUTTER PAN, TRU4VCATEO DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RACIAL SECTION OF r '6 CURB AT ENTRA ES DR STREET ..DN .TIONS THE DETECTABLE -+••! ""_2'4., C-., �1111 ca WARNING SUn FAM SHALL HAVE A FACTORY RADIUS. OR BE FIELD I -MODIFIED AS #ECOhM&NDEC BY THE MANUFACTURER TO MATCH THE SACK. OF U -O. -f - W G 0 0 0 - L kY(9JNG RAMP f t i31 O o Q Q 4 C Q 0 o O Q O o D Ci 4 t 000000 00 0 00O000 ti 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �?� UQE}1304UC0 40dJCi 00 50.E -65f0 BAILS REm 0 0 0 0 0 C 640 000000 DETECTABLE WARNT9e AT BACK OF CURB "-1-4" I _ VARIABLE FULL W10TH OF RAMP FLO'U'R+ SEE NOTE 97. EASE DIAIaiETER f' PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETEGTA LE WARNING INSTALLED ON A RADIUS FETAL DETLF XVDO-r SP HIEN ROAL AND BRLSGE'STANDARD$ CC -12 DETECTABLE WARNING SURFACE SHEET 1 OF 5 REVIM014 DATE (GENERAL MOTES) !05 7f 73 VIReINIA DEPARTMENT OF TRANSPORTATION 502 293.05 NO PROJECTION OF PIPE ABOVE GROUND LINE cc -'2 I'.F FLL GENERAL_ NOTES. '� 1. 2., THE DETECTABLE WARNINC SHALL BE PROVIDED BY TRUNCATED DOWS. DETECTABLE WARNimr TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECASTI •' G_2( ND LIME x � � wITH SLIP RESISTAN7 INTEGRAL SURFACE CDVERINC THE FULL WIDTH (DF THE � yLrt M1A% rr,•'rr.+ - ' I r .,. }. - RAMP FL00R SY 2 FOOT IN LF.NiGrH IDN THE DIRECTION OF PLDDESTRIAM it 1 rrr � �` � . ROCK GI( ^e r r + '� E0.'27H TRAVEL. OTH13R TYPES OF MATERIAL WITH THE TRUNCATED 'DOMES DETECTABLE TYPE A p WARNING MAY FIE USED WITH THE APPROVAL OF THE ENCR,EER. � PERPENDICULAR 3. SLOPING SIDES OF CURB RAMP MAY BE FOURED MONOLITHICALLY WITH RAMP FLOOR OR BY 169NI5 PERMISSIRLE CONSTIRUS TIQN ANNT MITE gEQUITED (TARS. • ti 4_ IF RAVP FLOOR IS PMcAST, HOLES 'MUST BE PROVIDED FOR OOA+EL BARS SO - MATeRfAL THAT AUJOINM FLAREC SIDES CAN BE CAST IN PLACE AFTER PLACEIVENT OF 5' WN CSI , PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. - r- iR S. REODURED BARS ARE TO BE hO. 5 x 8" PLACED 1' CENTER TC CENTER ANODIC 12...._1�AAA. i x i7 x BOTH SIDES OF THE.RAMP FLOOR, MIC -DEPTH OF RAMP FLOOR. MINIMUM '/ ' PER #' CF H MN ",)DAX.24" TRAFWITHINIC. THE FOR SlDEWALK & CURB RAMPS CONCRETE COVER VY' SLAB/AULTMENT (OR AN INTERMEDIATE POINT DETERMINED 13Y THE ENUMEE140, fi. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS TYPE B OTHERWISE UNSUITABLE MATERIAL ARE INCLUDED IN PAYMENT FOR CURB 1 CURB AND CUTTER. PARALLEL 7. CURB RfAVPS ARE TO BE LOCATED A$ SHOWN ON THE PLA1`4 OR AS DIRECTED TOP OF FILL TOP OF FLL Y R- Y ARE B THE THE E TO PA A N� R R' T ITE HI G*XF` §INDENE EY ER COO TRANSITION GEOMETRY NET TO SCALEI 6- THIS ITEM WAY SE P/ CAST OR CAST -IN-PLACE, W AN AC,C SSidLE R6uTE (THIN SSALEE R W A Ai f Y THE fRt(2-Ir OF WAY OF HI �H6TA FACILITY r�% 0 CROS'sE5 A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTiRG.PROPOSED. 1 '� - rrfrrr rYrrrrr' - OR NDN&XISTENT. THEY MNuST BE LOCATED 1HTH1•N PEDESTRIAN- CRCSS'"V.ALK'S - - §2�§ IAA'x rrrrrrrrrrrr rrrrrrrrrrrrr �. AS SHOWN CN PLAYS ON AS UARECTEJ By HE ENGINEER, 414D SHOULD NOT Lg:1 MtAx �- p ' . D BE LOCATEIC REHIN�'D VEHICLE STOP LINES, ExISTING LENT PoUL , FIRE HYI)RANTS. CROP INLETS, ETC. ACcF55iPLE RDuTFS PROVIDE A CONTINUOUS )K )K - � --= srrrrrtrre ,+rrrrrrrrr.:•® ... . r .•rr rr:-rr rrrrrr rr U'dOBSTRLCT6C, STABLE, FIRM AND Sufi RESISTANT PATH sCONNECMNC ALL 5' _ T REuND ACCESSLILE ELEMENTS OF A FACILITY THAT CAN DE APPROA;.HED. EN7ERED Y. E.-•---^-"-' f % i AND USED FY PEDESTRIANS. A, #W'( 8. RAMPS WAY BE PLACED ON RADIAL ODER T.AvGENT1AL SECTIONS PROVIDED THAT -`-"�--- AT DIC . 22" ACREP THAN -'- - - --EDGE OF PAVEMENT � m MIN. If DEO D. FAECC " DE.ARTH TRE CURB OPENNG IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT TIS CONNECTION OF THE CUfEB OPENING 15 .AT )K XC , SAME AS 70P OF CURB NA MATERIAL PERPENDICULAR TO THE CURB. MAX_ 2A" MATIERIk FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION TYPE 9. TYPICAL CONCRETE 5IJEWALK IS 4" THICX( WHEN THE ENTRANCE tRAJJIICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK PARALLEL I�I PERPENDICULAR TRAFFIC_ REFER TO STANDARD CG -13 C04MERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC) FOR CONCRETE IDEP'EH. '0- WHEN Cu RD RAMPS ARE USE'] IN CONJUNCTION WITH A. SHARED VSE PATH, THE VINIPAUM WIDTH SHALL qE THE WIDTH OF THE SHARED ?JSE PATH 11. WHEN OIL+' ONE CURB RAMP IS PROVIDED FOR TWO CADSSIN;CS (DIAGONAL)., A4` x 4' LANDING AREA SHALL BE PROVIDED TC MANELVER A WHEELCHAIR INTO THE CRROSSWALK WITHOUT GOING INTO THE TAAVELWAY. THE 41 X 4' LANCING AREA MAY INCLUDE THE GUTTER PAN, TRU4VCATEO DOME 12. ALL CASES WHERE CURB RAMPS INTERSECT A RACIAL SECTION OF r '6 CURB AT ENTRA ES DR STREET ..DN .TIONS THE DETECTABLE -+••! ""_2'4., C-., �1111 ca WARNING SUn FAM SHALL HAVE A FACTORY RADIUS. OR BE FIELD I -MODIFIED AS #ECOhM&NDEC BY THE MANUFACTURER TO MATCH THE SACK. OF U -O. -f - W G 0 0 0 - L kY(9JNG RAMP f t i31 O o Q Q 4 C Q 0 o O Q O o D Ci 4 t 000000 00 0 00O000 ti 7 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 �?� UQE}1304UC0 40dJCi 00 50.E -65f0 BAILS REm 0 0 0 0 0 C 640 000000 DETECTABLE WARNT9e AT BACK OF CURB "-1-4" I _ VARIABLE FULL W10TH OF RAMP FLO'U'R+ SEE NOTE 97. EASE DIAIaiETER f' PAY LIMITS DETECTABLE WARNING TRUNCATED DOME DETEGTA LE WARNING INSTALLED ON A RADIUS FETAL DETLF XVDO-r SP HIEN ROAL AND BRLSGE'STANDARD$ CC -12 DETECTABLE WARNING SURFACE SHEET 1 OF 5 REVIM014 DATE (GENERAL MOTES) !05 7f 73 VIReINIA DEPARTMENT OF TRANSPORTATION 502 293.05 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL--44,TbF I'.F FLL TOP CF FILL ---' ACOT-1 I. TIE-IN REQUIREMENTS TO INTERSECTWG ROAM OR STREETS SHALL BE -..._. GNiatRVD LINE -,,..�^r<rr �+ss.•'r G_2( ND LIME x � � rrrrrr ' rrr , rr r ✓sfr . �r.'r r , r � r✓r rrr rr,•'rr.+ - ' I r .,. }. - _v rr rr EACH it 1 rrr � �` � . ROCK GI( ^e r r + '� E0.'27H - ` IELDIAvG p � r+. ENI�Y 4: ,� E g -REIYOIA.G II(ft) - RATE' x t, (:1) CCILRSE OF PAVEMENT. t y I � - MATeRfAL 7 I .. R � 'STEEL CSI , ANN, Vi0 0 x D x I "'- BEDDING VIN' 1/10 C x D x BEDDING M:I4. 1/TO O MATERIAL UATE�IAI x i7 x 4_ 7RANS17ON SHALL_ ISFONIEND AT THE PROJECT LIMITS. AT BRIDGE .APPROACH '/ ' PER #' CF H MN ",)DAX.24" TRAFWITHINIC. THE FOR SlDEWALK & CURB RAMPS MUTES, FOR (SAL NOTES CN THE CETF-CTAVILE WARNW S (FACE. SLAB/AULTMENT (OR AN INTERMEDIATE POINT DETERMINED 13Y THE ENUMEE140, FOUNDATION SOFT. YIELDING. OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE E P ROJEGTION ABOVE GROUND LINE MMl. 1.5 x D FAN. 1,5 k DMLN. 1.5 x Gt 1A N.. 1:5 - D MINI. 1.5 x D MHN. 1.5 x D - TOP OF FILL TOP OF FILL TOP OF FLL 13. IF OPTION AL OONSTRumom jaw ;S USED, THE °RIOiR WRITTEN APPRCVAL OF THE (DISTRICT BRIOCE ENGINEER, TRANSITION GEOMETRY NET TO SCALEI 6- THIS ITEM WAY SE P/ CAST OR CAST -IN-PLACE, -- D" LRE LISTED IN THE ALLOWABLE ENTRANCE GRADE Ic FOR DETAILS AM DINENIUONS.IE%C QF GRATE Ato 0 f}� r/rrr .'f `rr.�rrrrr'rrrr-"/ .'rrrrr'r.✓rrrrrr -=",. - rrfrrr rYrrrrr' - rrrr - ✓rte .. r rs >rrrr., ✓ r rrrrrrrrrrrr rrrrrrrrrrrrr �. s 1676 AYR N 13 GRADATION �_MEHT p ' . D • rr + "f' -.. f301JND b rs -'--- + GiROLIY(D r w � --= srrrrrtrre ,+rrrrrrrrr.:•® ... . r .•rr rr:-rr rrrrrr rr .h•v. LINE ry I LINE _ T REuND EAeTILLIr RTH i II !L-11 ROCK OR f % i M171, ', x) DEL DINE U NY � D D X DIOL5011- MATERIAL MATERIAL A. SOIL t?F H x p X OF � m MIN. If DEO D. FAECC " DE.ARTH MI AAN9. n" SODDING NA MATERIAL 4 MAX_ 2A" MATIERIk FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDA710N OTHERWISE UNSUITABLE MATERIAL REDOING MATERIAL IN ACCORDANCE WITH ETr54"ENT SECTION 302 OF 7FE ROAD AND BRIDGE lm� NOTES; SPECIFICATIONS. FOR GENERAL NOTES ON PIPE EEOCINC, CLASS T DAO(FILL MATERIAL IN ACCORDANCE SEE INSTALLATION OF PIPE CULVERTS WITH SECTION 302 OF THE ROAD AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107 00. R.EusILAR t3.ACItFILL MATERIAL IN ACCORDANCE k�rrr. FOR PLASTIC PIPE CLASS E €SACKFLL mATERIAL WITH SECTION 502OF THE ROAD AND BRIDGE CR45HED (LASS CONFORMING TO THE SPECIFICATIONS-. H ACC990ANICE WITH SECTIDN .302 OF THE ROAD SIZE REQUIREMENTS FOR CRUSHER 90, AND BRIDGE SPECIFICATIONS. AGGREyATE SIZE 25 AND 26 MAY BE FOR ALL OTHER. PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I 8ACKFLL" IN ACCORDANCE WI7H SECTION 302 OF TTE ROAD AND BRIDGE SPECFTCATIONS. XV007 INSTALL.OFISPIPE AND STORM SEWERS SPEEE. FIRNIICN ?10A6D AND BIRIDGE -sTA�atiIDARDs p�/CULVERTS IRC. PIPE BEDDING AND BACKFILL - METHOD "A" 302 GUTTER ROAD ANID BRIDGE STANDARDS SHEET'. OF 3 REVISKMI DATE 0i/DEP VIRGINIA CEPARTMFIkT 6F TRANSPORTATION' 303 8^7,01 TRANSITION RATE POSTED IPEED MPHR 25 35 1 45 5t, 1 FLS +'C: ATEHs 20 25 35 40 45 5G 1 PLANED SURFACE TEMP' PAVEMENT WEDC•E EXISTING PAVEMENT OR $RICaCE DECK EXISTING PAVENIKhtT" TEMPORARY PAVEMENT W�`GE SHALL BE �NuTRUCTED � ^x'JRFACE MIC ASPHALT A MIN;" OF 3 FEET IN LENGTH FURL EVERY INCH SIF DEPTH OF PAVEMENT MILLING. TEMPORARY WEDGE DETAIL '� B{NO(;F i'�A`!k [1[8 p97P..it'f^T TFiF11NJ1 BRIDGE OVERPASS RATE x .t 4kJ RATE . I4 XDBR1 TWO COURSE OVERLAY TRANSITION GEOMETRY (NOT TO SCALE) '$` MIN, BRIDGE OvERPASS TOTAL TRANSITION LENGTH 1,(ft1- RATE x t, 60 y DET IZ 11 ID(fl) - RATE x t2 XML t, I, Iyclt) - RATE x to (lift) ENI5TING PAVEMENT THREE COURSE OVERLAY TRANSITION GEOMETRY LING DEPTH -(; f%07 70 SCALE) nPECIPICATIO A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS 04 FILE IN THE CENTRAL OFFICE, '��f0:17 REFERENCE 210 ASPHALT CONCRETE OVERLAY TRANSITIONS ROAD AND 3NDGE STANDARDS 35 REVISION DATE SHEET 1 OF 1 515 VIRCNIA DEPARTMENT OF TRANSPORTATION 7111 305.D� (:C-12 05 DOWELS. 8" LONG PERU AT 12" CLO Oks 5' AWN. JOINT 12.. IMAX MAX ! I J ,.[SEE TAOLE)1 j ' ISEE TABLE -1-1 L-TRU'HCArED - NOTES D ACOT-1 I. TIE-IN REQUIREMENTS TO INTERSECTWG ROAM OR STREETS SHALL BE 5'- " MIN 2 IN ACCORDANCE 'WITH THE CONTRACT DOCUMENTS DEXO AT THE DIRECTION 3 75, MIN, FRIDGE OF THE ENGINEER_ S - 20'1 46 7_ma- OVERPASS 2. EXISTING PAVE6%4ENT SURFAEE SHALL BE PLANED TO TRANSITION THE TOP TR46IT1DN LENe'GTH PLASTIC HAR WARE CLOTH 'A" MESH 12" ,O..0 FtDt( ESTg1ATpfG PURP'45 5 AmT€E ACTUAL COURSE OF THE ASPHALT CONCRETE OVERLAY. ANY SUR -C OUR'ASE TE[RLINATI(NN MAY BE NOTCHED INTO THE ExIS71W PAVEMEN7 OR BLENOELD wl`B( 114E EST I t� L II(ft) - RATE' x t, (:1) CCILRSE OF PAVEMENT. t y I � jaw HEN THERE I A P N FOR RI E ILITY INCLUDED IN T R T 9. W EIRE S SPECIAL PRO U DAB CL(J(7 LT HE C(NFf A0 . PERMISSIBLE 'STEEL A f1I�TAP+,E OF 1G5 FEET" (G.D2 ' A MILE), AAEAy48REf1 FR()M6 THE LINE CIF THE Q. ALL AMFICIRDLING SFIA1.l. Iri.Al1E. A WIVR. COVER OF 2 . - - TIE-IN WIL1. BE £xEIAPTED FROM PAY A041.15TUENT. INILUADED N THE BID PRICE FOR THE STRUCIWIIIE. E 15TINAe PAV 4iENr LAVER,THE BOTTOM OF THE CURB & BUTTER 4_ 7RANS17ON SHALL_ ISFONIEND AT THE PROJECT LIMITS. AT BRIDGE .APPROACH SEC70N 9-2 TRAFWITHINIC. THE FOR SlDEWALK & CURB RAMPS MUTES, FOR (SAL NOTES CN THE CETF-CTAVILE WARNW S (FACE. SLAB/AULTMENT (OR AN INTERMEDIATE POINT DETERMINED 13Y THE ENUMEE140, Sgr SN"T A OF 5. DE D PS£), PRECAST CONCRETE IS TO BE 41=0 P51ST. LALLING DEPTH -tt ANTU A K%IMUM OF 75 FEET FROM A VERTICAL PLANE OF THE NEAREST t7i,11•ER ISFEET,RRECiMLESTSH€ 12. ALL SPLE'ES IN BAAkS.: V TD Be A Moa" OF FACE 4F THE BRIDGE OVERPASS, 40 DIAMETERS t*0") - - 5. NO OVERLAY CR MILLING SIEALL BE PER? iTED ON THE BRIDGE DECK WITHOUT SINGLE COURSE OVERLAY 13. IF OPTION AL OONSTRumom jaw ;S USED, THE °RIOiR WRITTEN APPRCVAL OF THE (DISTRICT BRIOCE ENGINEER, TRANSITION GEOMETRY NET TO SCALEI 6- THIS ITEM WAY SE P/ CAST OR CAST -IN-PLACE, TRANSITION RATE POSTED IPEED MPHR 25 35 1 45 5t, 1 FLS +'C: ATEHs 20 25 35 40 45 5G 1 PLANED SURFACE TEMP' PAVEMENT WEDC•E EXISTING PAVEMENT OR $RICaCE DECK EXISTING PAVENIKhtT" TEMPORARY PAVEMENT W�`GE SHALL BE �NuTRUCTED � ^x'JRFACE MIC ASPHALT A MIN;" OF 3 FEET IN LENGTH FURL EVERY INCH SIF DEPTH OF PAVEMENT MILLING. TEMPORARY WEDGE DETAIL '� B{NO(;F i'�A`!k [1[8 p97P..it'f^T TFiF11NJ1 BRIDGE OVERPASS RATE x .t 4kJ RATE . I4 XDBR1 TWO COURSE OVERLAY TRANSITION GEOMETRY (NOT TO SCALE) '$` MIN, BRIDGE OvERPASS TOTAL TRANSITION LENGTH 1,(ft1- RATE x t, 60 y DET IZ 11 ID(fl) - RATE x t2 XML t, I, Iyclt) - RATE x to (lift) ENI5TING PAVEMENT THREE COURSE OVERLAY TRANSITION GEOMETRY LING DEPTH -(; f%07 70 SCALE) nPECIPICATIO A COPY OF THE ORIGINAL SEALED AND SIGNED DRAWING IS 04 FILE IN THE CENTRAL OFFICE, '��f0:17 REFERENCE 210 ASPHALT CONCRETE OVERLAY TRANSITIONS ROAD AND 3NDGE STANDARDS 35 REVISION DATE SHEET 1 OF 1 515 VIRCNIA DEPARTMENT OF TRANSPORTATION 7111 305.D� (:C-12 05 DOWELS. 8" LONG PERU AT 12" CLO Oks 5' AWN. JOINT 12.. IMAX MAX ! I J ,.[SEE TAOLE)1 j ' ISEE TABLE -1-1 L-TRU'HCArED - DOVES D SEE SHEET 'OF S FOR OPTALS 1 5'- " MIN 2 SHAPE TO OAATCH FACE 3 OF ROADWAY ARB A BACK OF CUA 4 0. S - 20'1 46 7_ma- S 14 15 -DADS HI - PLAN 1411 DIMENSIONS ARE APPROXIMATE ONLY PLASTIC HAR WARE CLOTH 'A" MESH 12" ,O..0 FtDt( ESTg1ATpfG PURP'45 5 AmT€E ACTUAL 2' Mw' D SHIACI- RE DDTTEIRMNN M By TFRF. DU111ETER 0,53% NA99Ek 4 MESA HARD'WMIC SECTION AMU -A CLOTH ANCHORED FIRMLY TO EIt OUTSIDE jaw LIF THE STRUCTURE, PERMISSIBLE 'STEEL CORSTTRUCAON Q. ALL AMFICIRDLING SFIA1.l. Iri.Al1E. A WIVR. COVER OF 2 . MATE$ INCIDENTAL TO THE 9HAPm IS TO BE ENTRANCE NOTES INILUADED N THE BID PRICE FOR THE STRUCIWIIIE. 103 T(7 LE CUT CLEAR OF REINFORCINGSTPENINGS LAVER,THE BOTTOM OF THE CURB & BUTTER AALL LL RIty �EEU SEC70N 9-2 TRAFWITHINIC. THE FOR SlDEWALK & CURB RAMPS MUTES, FOR (SAL NOTES CN THE CETF-CTAVILE WARNW S (FACE. tt CASr-tNA PLACE CCKRETE 6 TO BE 'CLASS 43 Sgr SN"T A OF 5. DE D PS£), PRECAST CONCRETE IS TO BE 41=0 P51ST. OF A SSSEOF LIM AEOuM 15 THE PAVEMENT. ISFEET,RRECiMLESTSH€ 12. ALL SPLE'ES IN BAAkS.: V TD Be A Moa" OF SLDiat- 40 DIAMETERS t*0") - TYPEB PARALLEL APPLICATION fz^✓A$WAV CRtOE N PERCENT MWIMHAM ikAheFEET 4" CaJ6RB 6' CRIB D 4 6 1 5 7 2 13 3 5 8 A 8 13 S taD ` S 14 15 XVIOT ROAD $RIDGE STAN DARDS SHEET 3 OF 5 REVISION DATE t0:1D7 Int WP -2 t� s5•t- MAIa�• s WITH BuFFE€d STRIP WITH :BUFFER STRIP WITHOUT BUFFER STRIP CROS WALK I CROSSWALK TYPICAL PLACEMENT AT INTERSEC71aN WITHIN CROSSWALK A usextziE Enalerf: IAEA AL E uF su2ca'r43w ATS FCBFCa.UM-11 ,'DER CROSSHAIX '1 ' 41[IHM THE 3M90 NIAL WITH BLUFFED STRIP '" pmp sRas�mi CG-12DETECT"AELE WARNING SURFACE TYPE B (PARALLEL) APPLICATION VIRGINYA 13EPMTMENT W TARA}41.;POIRTATTON �+-�•-I EDGEOF EXISING PAVEMENT ! I (A5 DETERMINED N FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS 4 Rd`N ewe VaUFFER SIRUP w SaQCwhx DIAGONAL PLACEMENT \w W& ------- EXISTING SUBBASE_----- PROPOSED SUBBASE - -- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS E2g PROPOSED MINIMUM 1 %2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5N MINIMUM 12 )INCHES OR GREATER A5 NECESSARY TO ABUT L THE FHA TH K%SNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 3) SPEC1F1cArkDri REFERENCE "aiA2 NOTES: 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN ACCORDANCE WITH CURRENT VOOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT I•GN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE R T T- D A"IJAGE OF HE EXISTING AND PROPOSED PAVEMENT SHALL BE /ADDRESSED IN THE PAVEMENT DESIGN, 3. A MINIMUM OF THREE CORES SHALL BE TAKEN ,ALONG THE CENTER OF THE ADJACENT TRAVEL LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FE0 ET APART . 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 /z INCHES Al'J$1 REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAIVED BY THE ENGINEER. 5, THE ENGINEER MAY REOURE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AND EFFECTIVE SURFACE DRAINAGE. S. EXISTING PAVEMENT MARKINGS K AR GS AND MARKERS WITHIN THE PROJECT LIMITS SHALL BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TIE-IN SHALL CONFORM TO THE REQUIREMENTS OF SECTION 315.05(cl OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT FIE -IN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315:07(43) OF THE SPECIFICATIONS. xvuwT SPECIFICATION ROAD AND BRIDGE STANDARDS ASPHALT PAVEMENT WIDENING REFERENCE SHEET 1 OF 1 REVISION DATE FOR WIDENING SUBJECT TO TRAFFIC 315 303.02 VIRGINIA DEPARTMENT OF TRANSPORTATION A ALU: I IUN'11 A -A X11 COLLAV+ SEE Lia DAIS Y 1 i I r-OPIMNh. r TR1U CT,< t REI'A.N"a' Klm 5 EEL SCHEDUR.E MARKS TC NO REDID LGNNCTH I A BARS H #5 axw - Z) 3"iv, BARS V #4 40 HI.4" I SA.R'S H 12" C -C 13 EA(C14 FACE T T nr . BARS H 12" C -C 1 SAVt H ALL f°OCAR OORNIERS SECTION THROUGH ELEVATION APPROMATE QUANTNTES DI -IA NOTES 1, DEPTH OF INLET (H) F0 BE SFIiiIN ON PtJVaS. 1. r 4 X 8" SMOOlM 3OWLL$ AT APP`RDXIMATELY MRXRfl)M IDEPTH (H) '0 BE 20'_ FOR DE'P'THS 12" C -C TO I PLACED H1 ALL AREAS A04ACENT LESS THAN f0°USE STAMARD DI -I. TO AI11A1"T010 CONCRETE TO PREVENT Y65, SETTL NgIT, IN LRREQQU OF DOWELS A 2" x ►"' 2.AND 'SPECIE I ON THE PLO45 LON LL M NTA#lT9AlRD MF-- 4 F W FROM TN E iIHV€RT OF THIS OLS ALL RIPE TO T1 F U AtTERhLAT ITE TOP THE STRUCTURE- E. 31" DHAKTER WEEP HIOLE WITH 12"XIZ" -DADS HI - PLAN 1411 DIMENSIONS ARE APPROXIMATE ONLY PLASTIC HAR WARE CLOTH 'A" MESH 12" ,O..0 FtDt( ESTg1ATpfG PURP'45 5 AmT€E ACTUAL ORGALVANIZEDSTEEL WIRE, ll WWMu D SHIACI- RE DDTTEIRMNN M By TFRF. DU111ETER 0,53% NA99Ek 4 MESA HARD'WMIC CONTRACTOR FROM FOLD COPOrOW, CLOTH ANCHORED FIRMLY TO EIt OUTSIDE jaw LIF THE STRUCTURE, 3. WHEN SPECFED ON THE PL.p1 THE �N�VERRT 65 TO BE SHINED N ANC WIT14 STANDARD 'STEEL tS-t: TO•E COST OF FU PL.AC04C ALL Q. ALL AMFICIRDLING SFIA1.l. Iri.Al1E. A WIVR. COVER OF 2 . MATE$ INCIDENTAL TO THE 9HAPm IS TO BE ENTRANCE NOTES INILUADED N THE BID PRICE FOR THE STRUCIWIIIE. 103 T(7 LE CUT CLEAR OF REINFORCINGSTPENINGS LAVER,THE BOTTOM OF THE CURB & BUTTER AALL LL RIty �EEU t NR THE EVENT THE NVEAT OF TILE OU`F'A1LL PPE TRAFWITHINIC. THE FOR SlDEWALK & CURB RAMPS M HIGHER TRIM THE BOTTOMS or THE 6TRUCT( ig TIE OF DELVE STAUCTUNE SMALL tt CASr-tNA PLACE CCKRETE 6 TO BE 'CLASS 43 INVERT BE 34AP0 LIG OR STANDMOEFNTWRT' [HEPsTTi DE D PS£), PRECAST CONCRETE IS TO BE 41=0 P51ST. INCREASED TO 7". (SEE CG -13) 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION (F A FLOW THE PAVEMENT. OST ]r C IFiIR(AF514IIC ArhD INLACiHG ALL 12. ALL SPLE'ES IN BAAkS.: V TD Be A Moa" OF MATERIALS NCID€NNTAL TO THE SHAPI40 s5 TO FDIC 40 DIAMETERS t*0") - INCLUDED N THE 510 PRACL FOR THE 5TNRU LURE, THE ENTRANCE. 5. 13. IF OPTION AL OONSTRumom jaw ;S USED, S, STEPS ARE iREOURm VOR OETATILS SCC Svc. ST -i. NT IS TO BE KEYED- 6- THIS ITEM WAY SE P/ CAST OR CAST -IN-PLACE, -- D" LRE LISTED IN THE ALLOWABLE ENTRANCE GRADE Ic FOR DETAILS AM DINENIUONS.IE%C QF GRATE Ato 0 SIEEL OR C aY IRON COLLAR SEE STANDARD 011-1, HIARIDW'ARE CLOTH 4" DEPTN ACsT nrlATE 4". I76, UN . M8 OR M%iI4M GLASS s 1676 AYR N 13 GRADATION �_MEHT p ' . D x G" WIDTH. - STEPS. SEE NOTE Ri. V-611 y-3" REI'A.N"a' Klm 5 EEL SCHEDUR.E MARKS TC NO REDID LGNNCTH I A BARS H #5 axw - Z) 3"iv, BARS V #4 40 HI.4" I SA.R'S H 12" C -C 13 EA(C14 FACE T T nr . BARS H 12" C -C 1 SAVt H ALL f°OCAR OORNIERS SECTION THROUGH ELEVATION APPROMATE QUANTNTES FDR A,CTVmN €1CP1 DEPEH CONCRETEC;SB{CFESE GRADE CHANGE ENTRANCE VOLUME D" DESEnE MAXIMUM REI&'. PPE 'GENERAL NOTES STEEL DIAMETER Y65, LMH": 2" 5.418 855 15" 5.t93 651 IA'" 5.M1S 647 24" 1 �,OW iT39 I(CREWNITS TO BE ADDED fM EACH ADON'IQNAL FORT OF cep, iH1� 0.465 GU- YDS- OF 004CRCTE 511.1 LDS. OF POINFORmc STEL: FI STANDARD DROP INLET °OT ROAD AN BRrDC>E STADNfDAE>L1S 233 12" - 24" PIPE, DEPTH (H) 10'TO 2a REVISION DATE SHEET' 1 OF I. 3112 '"GINA DEFARTM(ENT Or TIRA*3PCRTATKNN kR4.9D2. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 2016 ROAD & BRIDGE STANDARDS NOTES:. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. R. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB & GUTTER HAVING A RADIUS OF 300 FEET DR LESS (ALONG FACE OF CURB)SMALL 13E PAS FOR AS RAVAL COMBINATION CURB & 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM( OF THE CURB AAD GITEAR BE CONSTRUCTED PARALLEL. TO THE � OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED ON ROADWAY GLASSI'TC A TION AND DESIGN SPEED AS SHOWN IN APPENDIX A OF THE VOOT ROAD DESIGN MANUAL N THE SECTION ON URBAN GS STANDARDS. 6. WHEN THIS STANDARD E TO BE TIED INTO EXISTING BARRIER CURB, THE TRANSITION IS TO BE MADE WITHIN 1Ei OR THE P%W. N STANDARDS CAN LE MADE AT 7. WHEN COMBINATION MOUNTABLE CURS AND GUTTER IS USED. THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFR;URATION INCORPORATED. COMBINATION 411 CURB AND GUTTER SPEION REFERENCE ROAD MID BRIDGE STANDARDS SHEET 1 OF 1 REVISION DATE 105 201.04 VIRGINIA DEPARTMENT OF TRANSPORTATION 502 2016 ROAD & BRIDGE STANDARDS = I 111,1, CLASS A3 . s. . �, . V • V. s.1:' , s CCIEtY.S.) s. • e . A. - " SECTION C -C 4'-2" CC -11 GRADE CHANGE ENTRANCE VOLUME D" DESEnE MAXIMUM HIGH MORE THAN 1500 VIED 0 X 3x A� =STREET APPROACH SAME SURFACING (RADIUS TO BE AS I '�' � AS MANLNE ROADWAY (SEE NOTE 3) 'GENERAL NOTES SHOWN ON PLANS) _ - - - - - - (RADIUS TO BE AS SHOWN ON PLANS) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 OR CG -7 THE CURB FACE ON THIS STANDARD IS TO BE ADJIIStTEO TO MATCH THE MOUNTABLE CURB AA CG -2 OR CG -S L - - - CONFIGELRATION. STRUCTURE. PLAN "H" DIMENSIONS ARE 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE e3 SIDEWALK ----1 USED WITH THIS STANDARD!. AU T (NOTE CONNECTORS 51 ' OPTIONAL UNPAVED SPACE FLOW L� INE 3. MAINLINE PAVEMENT SHALL BE COMSTRUACTED TO TIE CONTRACTOR FROM FIELD CONDITIONS. R/W LINE (EXCEPT ANY SUBGRADE STABILIZATION -- REQUIRED FOR M*ILNE PAVEMENT WHICH CAN BE %XIP NT inI EXPANSION OMITTED IN THE ENTRANCE.) jaw 4. RADIAL CURB OR COMBINATION CURB AND GUTTER NOTE' WIDTH "B" 2° D" DR AS MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LIFE EXCEPT FOR REPLACEMENT PURPOSES. SHOWN ON TYPICAL SECTION. A �� OR WATER THE PLAN VIEW ENTRANCE NOTES ON GS URBAN STANDARDS. 5. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE THE LAVER,THE BOTTOM OF THE CURB & BUTTER TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFWITHINIC. THE FOR SlDEWALK & CURB RAMPS I&PARABOLIC CURVE (ENTRANCE ONLY) THE LIMITSDEPTH THE RA)ISHDULO BE EDGE OR. BINDER FLOW e z MACVEMENT SLf CHANGE - INCREASED TO 7". (SEE CG -13) 6. PLANS ARE TO INDICATE WHEN CONSTRUCTION (F A FLOW THE PAVEMENT. IIN 2 p (SEE LINE tS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MNNLRI ROADWAY THE BID PRICE FOR THE STRUCTURE. THE ENTRANCE. 5. az MAX. D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANCES 201.02 SLOPE CHANGE -- D" LRE LISTED IN THE ALLOWABLE ENTRANCE GRADE DETAIL B 0 D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET S. THE ITEM MAY BE PRECAST OR CAST - CONNECTIONS. s OR p ' . D IN-PLACE. COMMERCL& EN RRAMCE V-611 y-3" INTERSECTION NOTES IL S. WHEN CG -11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT CRANE CHANGES WITH A PARABOLIC CURVE CONNECTION MUST BE DESIGNED IN ACCORDANCE WITH AASH70 POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A ROAD K�VALi E RE EMEUNTS. STOPPING PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT SIGHT�DISTAANCE 4. OPTIONAL FLDWLINE MAY REQUIRE WARPING OF A THE BOTTOM OF THE CURB AND 4 n > _ #a x 6" WIDTH PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE HUME B ACROSS THE INTERSECTION, SUBBASE COURSES PROVIDED A THS AREA SMAAY BE CONCRETE AT THE OPTION ALLOWABLE ENTRAIN GRAD H CE E CHANGES = I 111,1, CLASS A3 . s. . �, . V • V. s.1:' , s CCIEtY.S.) s. • e . A. - " SECTION C -C 4'-2" CASE I GALV. GRADE CHANGE ENTRANCE VOLUME D" DESEnE MAXIMUM HIGH MORE THAN 1500 VIED 0 X 3x MEDIUM 500-1500 VPD 93% 6 X LOW LESS THAN 500 VPD s 6 X 8Z WILLL11 MEASUARDS RED FROMDT •DEN 1 RTHE TL OF NOTE1 ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS E RSPEEQ METHOD 4F TREATMENT xv°ar ROAD AND BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES)EvISNDN MELTE I SHEET 1 OF 1 VIRILIA DEPARTMENT OF TRANSPORTATION r 203.04 OI -1 Ya SECTION CAST ROM -t}- Y2 SECTION STEEL NOTES z' -r, NO LUGS TO BE L 2V2" x 2%2" x 1%R" CAST WITH ; 14'-#" LONG 1. DEPTH OF INLET (H) TO BE S14OWN ON iN COLLAR �-� , �� STANDARDPLANS, FOR GREATER THAN 10' USE A -- FIAA F n OPTIONAL a BRACE Res 91% " '-7 BIS B 4'-2" CASE I GALV. 2. THE "H" DIMENSION SHOWN ON THE IRON I STEEL AND 86 ± WILLL11 MEASUARDS RED FROMDT •DEN 1 RTHE TL OF 43.6 LBS THE OUTFALL PIPE TO THE TOP OF THE 3 LBS STRUCTURE. PLAN "H" DIMENSIONS ARE LUGS (CONNECT 0'RS T1INCLUDINGINCLUDING " PURPOSES AND THE ACTUAL DIMENSIONS B 4'-2" A" x M 2. THE "H" DIMENSION SHOWN ON THE AND WILLL11 MEASUARDS RED FROMDT •DEN 1 RTHE TL OF ONE WELDED THE OUTFALL PIPE TO THE TOP OF THE JOINT STRUCTURE. PLAN "H" DIMENSIONS ARE (GRATE REMOVED) APPROXIMATE Y F ESTIMATING O E DNL ORE IMA NG WELD ALL PURPOSES AND THE ACTUAL DIMENSIONS CONNECTORS SHALL BE DETERMINED BY THE ! TO COLLAR CONTRACTOR FROM FIELD CONDITIONS. 3. COMfBIINATION CURB 4 GLITTER HAVIIM: A RAM 3. WHEN SPECFED ON THE PLAYS THE INVERT 15 TO BE SHAPED IN ACCORDANCE MORTAR TO STAVH$7 NG TOFF IN WITH STANDARD tS-1. THE COST OF SHALL BE PAID FOR AS RADIAL COMBRIATION FURN9*fI G AND PLACING ALL MATERIALS SECTION B -E3 IiCMTA. TO THE SHAPING IS TO BE OR WATER THE INCLUDED IN THE BD PRIDE FOR THE Oi-3A, 38, 3C ExPAN5f01Y CONED _ ExPAtISION JOINT 3'-H)" FOR DETAILS ACOSVER INLET Y JOINT- CONST. BAWRS `•P� APPROACH SEE STANDARD IC -2. OF 5fDEWALK JOINT 1=5 �WWRpR��❑ BARS G q•• - GU 7E la ��rt•, . - BARS c BAR SUBBASE C° 2""� BARS B -2 HARDWARE ARS FCLOTH SEE NOEEP TE e ARF BAR A _ .. STEPS ' . Il a ARS D FADE OF CURB-/ NOTE 5 GUTTER 6 $" C K TR ,7O1NT CRACK CONTROL JOINT 5' MIN. PLAN SECTION A -A [--A 10'UfA%. KEYED CDNST. JOINT L-VIIRIABLi - MAX, ZD' ��{ "- _ "" WARPED 1 l8 g.<b". TER � 8." 3,_0,.. 2� S A APPROACH - i GUTTER s IS G 1 $ { BARS F -SARs EBARS E iv I *WEEP HOLE 10 a BARS B OLE FRONT ELEVATION N $., 1,.a.. a.. I BARS F - - (GUTTER REMOVED) �., 5VA" SENT PLATE SECTION B -B /e" It TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 (R CG -7 STANDARDS. v � F Lv2-x2 GALV 0 TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 (6 CG -8 ST;W�#DAR05, TYPE A TYPES d/$" X 4" STuo SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE SENT ON AN ANGLE OF 58130' TO ANGLE RON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH °/g" X 4" STUD SHEAR (+DISE DETAILS WELDED TRIC BENT PLATE AT TC -C. 2„ APPR. PAVEMENT DI -3A L IX_3g L NI -3C 'L T - WARPED PAVEMENT Irrl I----_,.-- FLOW FLOW ,gLQW ' I DETAIL .TANNIN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SA135 WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \°� STANDARD CURB DROP INLET �R FEREWE' ROAD AND BRIDGE STANDARDS SHEET I OF 2 REV[3tON DATE 12" 30" PIPE., MAXIMUM DEPTH (H) • $a 233 164.09 O6f10 VIRGINIA DEPARTMENT OF TRANSPORTATION 362 CG -3 N,-1 • dA , 'p nQ , SURFACE Y � p Pp PAj BASE P D wd P� P A I I SUBBASE 4'-2" A" x M I Vit"" x 4"" STRUCTURE - PLAN L� J L 12" 01/a" _a OSTUD RS -E' --'i 4, 94 THE EVENT THE INVERT OF THE OUTFALL PIPE IS HIGHER THAN THE (GRATE REMOVED) H' 2 ODNCRETE TD BE CLASS A3 F CAST 4( PLACE, 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (RY' DEPTH) SEE DETAIL A "" a BOTTOM OF THE STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED 3. COMfBIINATION CURB 4 GLITTER HAVIIM: A RAM 1} OF 300 FEET OR LESS CAI.UNO FACE OF CUIM MORTAR TO STAVH$7 NG TOFF IN DECREASE OR AN INCREASE IN DEPTH. SHALL BE PAID FOR AS RADIAL COMBRIATION 5. CG -3 IS TO IE USED ON ROADWAYS MEETING THE SECTION B -E3 Om i GUTTER. OR WATER THE OF THE VDOT ROAD DESIGN MANUAL IN THE SECT40N 4. FOR USE WITH STABBED OPEN -GRADED DRAWLAGE ON GS URBAN STANDARDS. I� H LAVER,THE BOTTOM OF THE CURB & BUTTER STRUCTURE. THE COST OF FURNISHING N MULL BE CONSTRUCTED PARALLEL TO THE SLOPE WITHIN 10' OR THE CHNIGE 14 STANDARDS CAN BE MADE COLLAR DETAIL ED ter AND PLACING NDE MATERIALSINCIDENTAL TO INLET SHAPING IS TO BE NCLLDED WIL THE PAVEMENT. IIN 2 STANDARD 4" CURB E LETTEitNG ROAD AND BRIDGE STANDARDS THE BID PRICE FOR THE STRUCTURE. DIMUMONS FOR DUMP NO WASTE DRAINS TO WATERWAYS 5. STEPS ARE TO BE PROVIDED WHEN H IS 44'-0 '-D" DR GREATER. FOR DETAILS SEE CAST IRON ONLY 201.02 ARD ST -1. � DETAIL B 0 I S. THE ITEM MAY BE PRECAST OR CAST - DETAIL A _D*l p ' . D IN-PLACE. 4'-2" HARDWARE7. CLOTH V-611 y-3" SEE DETAIL B IL #4 X 13" SMOOTH DOWELS AT APPROXIMATELY 12 C -C TO BE a a a 2'-7" 4" DEPTH AGGR..,........-,...,,. #86,478 OR r • w w W PLACED IN ALL AREAS ADJACENT TO ABUTTING CONCRETE TO PREVENT THE BOTTOM OF THE CURB AND n > _ #a x 6" WIDTH GUTTER MAY BE CONSTRUCTED HUME PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THS AREA SMAAY BE CONCRETE AT THE OPTION N SETTLEMENT. IN LETT OF DOWELS A 2"X4" NOTCH MAY' BE PROVIDED. SPECIFICATION A��"y.�� p COMBINATION 6" CURB AND GUTTER ROAD ANID BRIDGE STANDARDS 05 REVISION DATE SHEET 1 OF 1 502 VIROMIA DEPARTMENT OF TRAJISP'ORTATICN SEE STANDARD T'DI-3, 4 FOR rL IL `�� CL °� ' D, CtDLLAR W D6AkMETER WEEP HOLE SEE NOTE 8 �� ' 8. ALTERNATE DESIGN. 3" EIIAMETER WEEP HOLE W 12")(12" (�T/j�'I m z 12" �L a 0 PLASTIC HARDWARE CLOTH MESH] gN 12"-15"-DE8" OR 24" n OR GALVANIZED STEEL WIRE, MINIMUM WIRE DIAMETER NUMBER 4 MESH 11 1111 BREHM HARDWARE CLOTH ANCHORED FIRMLY H AN THE OUTSIDE (DEF THE STRUCTURE. N �� O 1jj''{j��TO mnmmm j''�Ij�j]J]II 4j``F[4TIR[f[ �Y�LL�L� 9. CAST N PLACE OOCCF= IS TO BE CLASS A3 ISTD )+LIDO PRECAST CONCRETE SECTION A-A/z" 10, ANY ALTERNATE METHODS OF ANCHORAGE CONCRETE QUANTITIES FOR MIN, DEPTH SEE DOTAL B MAY BE �STIITUTEDD FOR THE CAT IRON LUGS AS SHOWN HEREON, 12" CONCRETE PIPE - 1,440 CU. YD. CONCRETE 15" COCRETE PIPE - 1,528 CU. YD" CONCRETE APPROXIMATE WEIGHT 11/� }A4" CAST IRON GRATE 363 ± 18 LB5 11. LDUMPETT NO WASTE DRAM TO WATERWAY LETTERING IS AL DiW 18" CONCRETE PIPE - 1B20 CU. YD. CONCRETE 24" CONCRETE PIPE - 1,817 CU, YD, CONCRETE SECTION C -C SECTION D -D TTERI� MAY TION OF ET VARY BYLOWAN I ACTURER,AM DA69 CU, PER ADOITIONAL FOOT OF DEPTH. GRATE DETAIL ��=TSTANDARD DROP INLET REFERENCE 90 BRIDGE STANDARDS SHEET 1 OF 1 REVISION GATE 12" ,- 2411 PIPE. MAXIMUM DEPTH (H) - 101 233 104,01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Oi-3A, 38, 3C ExPAN5f01Y CONED _ ExPAtISION JOINT 3'-H)" FOR DETAILS ACOSVER INLET Y JOINT- CONST. BAWRS `•P� APPROACH SEE STANDARD IC -2. OF 5fDEWALK JOINT 1=5 �WWRpR��❑ BARS G q•• - GU 7E la ��rt•, . - BARS c BAR SUBBASE C° 2""� BARS B -2 HARDWARE ARS FCLOTH SEE NOEEP TE e ARF BAR A _ .. STEPS ' . Il a ARS D FADE OF CURB-/ NOTE 5 GUTTER 6 $" C K TR ,7O1NT CRACK CONTROL JOINT 5' MIN. PLAN SECTION A -A [--A 10'UfA%. KEYED CDNST. JOINT L-VIIRIABLi - MAX, ZD' ��{ "- _ "" WARPED 1 l8 g.<b". TER � 8." 3,_0,.. 2� S A APPROACH - i GUTTER s IS G 1 $ { BARS F -SARs EBARS E iv I *WEEP HOLE 10 a BARS B OLE FRONT ELEVATION N $., 1,.a.. a.. I BARS F - - (GUTTER REMOVED) �., 5VA" SENT PLATE SECTION B -B /e" It TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 (R CG -7 STANDARDS. v � F Lv2-x2 GALV 0 TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 (6 CG -8 ST;W�#DAR05, TYPE A TYPES d/$" X 4" STuo SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE SENT ON AN ANGLE OF 58130' TO ANGLE RON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH °/g" X 4" STUD SHEAR (+DISE DETAILS WELDED TRIC BENT PLATE AT TC -C. 2„ APPR. PAVEMENT DI -3A L IX_3g L NI -3C 'L T - WARPED PAVEMENT Irrl I----_,.-- FLOW FLOW ,gLQW ' I DETAIL .TANNIN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SA135 WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \°� STANDARD CURB DROP INLET �R FEREWE' ROAD AND BRIDGE STANDARDS SHEET I OF 2 REV[3tON DATE 12" 30" PIPE., MAXIMUM DEPTH (H) • $a 233 164.09 O6f10 VIRGINIA DEPARTMENT OF TRANSPORTATION 362 CG -3 N,-1 • dA , 'p nQ , SURFACE Y � p Pp PAj BASE P D wd P� P A I I SUBBASE NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. Cv-a IF PRECAST. NOTES= 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG uj 1 THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 2 ODNCRETE TD BE CLASS A3 F CAST 4( PLACE, 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (RY' DEPTH) I ROOD PSM F PRECAST. WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, 3. COMfBIINATION CURB 4 GLITTER HAVIIM: A RAM OTHf]tYA)SE, THE DEPTH IS TO BE 16" AS MOWN. NO OF 300 FEET OR LESS CAI.UNO FACE OF CUIM DECREASE OR AN INCREASE IN DEPTH. SHALL BE PAID FOR AS RADIAL COMBRIATION 5. CG -3 IS TO IE USED ON ROADWAYS MEETING THE Om i GUTTER. V 1 OF THE VDOT ROAD DESIGN MANUAL IN THE SECT40N 4. FOR USE WITH STABBED OPEN -GRADED DRAWLAGE ON GS URBAN STANDARDS. I� H LAVER,THE BOTTOM OF THE CURB & BUTTER r%i BARRIER CURB, W TRANDARD ANSITION IO TSO MADE MULL BE CONSTRUCTED PARALLEL TO THE SLOPE WITHIN 10' OR THE CHNIGE 14 STANDARDS CAN BE MADE OFM03M COURGES AND TO THE DEPTH OF ter O THE PAVEMENT. F� F� STANDARD 4" CURB 5. ALLOWABLE CRITERIA FOR THE USE OF CO -5 ROAD AND BRIDGE STANDARDS .VIRGINIA DEPARTMENT OF TRANSPORTATM IS BAiIED ON ROADWAY CLASSF CA71ON AND SHEET 1 OF 1REVUgION 2" R OSPEED AS UAPPOM A OF THE ADDESON HK NrFE SECTION 201.02 ON 05 URBAN STANDARDS. � 0 I Fs C ' , N ' . p ' . D IL a a a � r • w w W :---..,_-__._ THE BOTTOM OF THE CURB AND Iul 2a {y' GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A THS AREA SMAAY BE CONCRETE AT THE OPTION N"M1M DEPTH OF 7" iS MAINTAINED. THE CONTRAICTOR SPECIFICATION A��"y.�� REFERENCE COMBINATION 6" CURB AND GUTTER ROAD ANID BRIDGE STANDARDS 05 REVISION DATE SHEET 1 OF 1 502 VIROMIA DEPARTMENT OF TRAJISP'ORTATICN 20103 Oi-3A, 38, 3C ExPAN5f01Y CONED _ ExPAtISION JOINT 3'-H)" FOR DETAILS ACOSVER INLET Y JOINT- CONST. BAWRS `•P� APPROACH SEE STANDARD IC -2. OF 5fDEWALK JOINT 1=5 �WWRpR��❑ BARS G q•• - GU 7E la ��rt•, . - BARS c BAR SUBBASE C° 2""� BARS B -2 HARDWARE ARS FCLOTH SEE NOEEP TE e ARF BAR A _ .. STEPS ' . Il a ARS D FADE OF CURB-/ NOTE 5 GUTTER 6 $" C K TR ,7O1NT CRACK CONTROL JOINT 5' MIN. PLAN SECTION A -A [--A 10'UfA%. KEYED CDNST. JOINT L-VIIRIABLi - MAX, ZD' ��{ "- _ "" WARPED 1 l8 g.<b". TER � 8." 3,_0,.. 2� S A APPROACH - i GUTTER s IS G 1 $ { BARS F -SARs EBARS E iv I *WEEP HOLE 10 a BARS B OLE FRONT ELEVATION N $., 1,.a.. a.. I BARS F - - (GUTTER REMOVED) �., 5VA" SENT PLATE SECTION B -B /e" It TYPE A NOSE DETAIL SHALL BE USED WITH CG -3 (R CG -7 STANDARDS. v � F Lv2-x2 GALV 0 TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 (6 CG -8 ST;W�#DAR05, TYPE A TYPES d/$" X 4" STuo SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE SENT ON AN ANGLE OF 58130' TO ANGLE RON AT 2'C -C. CONNECTORS AND IS TO BE ANCHORED WITH °/g" X 4" STUD SHEAR (+DISE DETAILS WELDED TRIC BENT PLATE AT TC -C. 2„ APPR. PAVEMENT DI -3A L IX_3g L NI -3C 'L T - WARPED PAVEMENT Irrl I----_,.-- FLOW FLOW ,gLQW ' I DETAIL .TANNIN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE N SA135 WITHOUT GUTTER BOTH SIDES TO BE SYMMETRICAL \°� STANDARD CURB DROP INLET �R FEREWE' ROAD AND BRIDGE STANDARDS SHEET I OF 2 REV[3tON DATE 12" 30" PIPE., MAXIMUM DEPTH (H) • $a 233 164.09 O6f10 VIRGINIA DEPARTMENT OF TRANSPORTATION 362 CG -3 N,-1 • dA , 'p nQ , SURFACE Y � p Pp PAj BASE P D wd P� P A I I SUBBASE 1 Rev. No. I Date iLl �A T_ ANY L. A PLEB LIC. No. 32809 ro.NAL DATE: SEPT. 15, 2017 SCALE: NIA DESIGNED BY JNT FILE NO. 3484E SHEET 9 OF -15 DWG X17--06 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE, 4000 PSA IF PRECAST. 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG uj FACE OF CURB) WILL BE PAD FOR AS RADIAL CURB. 4• THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" (13" DEPTH) OR INCREASED AS MUCH AS 3" (RY' DEPTH) I DEN ORIifER THAT THE BOTTOM THE CURB MILL CCINME WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE, OTHf]tYA)SE, THE DEPTH IS TO BE 16" AS MOWN. NO ADJUSTMENT IN THE PRICE f� IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. P4 z 5. CG -3 IS TO IE USED ON ROADWAYS MEETING THE REOUAtEMENTS FOR CG -7 AS SHOWN IN APPENDIX A V 1 OF THE VDOT ROAD DESIGN MANUAL IN THE SECT40N ON GS URBAN STANDARDS. I� H 0, WNN THIS BES BE r%i BARRIER CURB, W TRANDARD ANSITION IO TSO MADE WITHIN 10' OR THE CHNIGE 14 STANDARDS CAN BE MADE AT REGULAR OPENINGS, ter O ATM F� F� STANDARD 4" CURB REFER NCE ROAD AND BRIDGE STANDARDS .VIRGINIA DEPARTMENT OF TRANSPORTATM SHEET 1 OF 1REVUgION DATE 105 502 201.02 1 Rev. No. I Date iLl �A T_ ANY L. A PLEB LIC. No. 32809 ro.NAL DATE: SEPT. 15, 2017 SCALE: NIA DESIGNED BY JNT FILE NO. 3484E SHEET 9 OF -15 DWG X17--06 U) uj uj z I z W P4 z V 1 H1 H -R > I� H 06 r%i WLu /�2 W V1 O F� F� H W W EJ � 0 I ui x W 1 Rev. No. I Date iLl �A T_ ANY L. A PLEB LIC. No. 32809 ro.NAL DATE: SEPT. 15, 2017 SCALE: NIA DESIGNED BY JNT FILE NO. 3484E SHEET 9 OF -15 DWG X17--06 T-01-3.4 CURB DROP INLET THROAT SECTION 04 *3 B LOCATION OF HOLE TO VARY ACCORDING TO TYPE OF INLET CONSTRUCTED, -- p NOTES: L SEE GENIERA. NOTES - PRECAST FOR ADDITIONAL DETAILS, 2. CONCRETE TO BE 4440 PSI MINMLNN COMPRESSIVE STRENGTH. 3. &W=SgIyTEEL N ACCOROMCE WITH ASTM A -Go FOR #. REINFQRCW M #IESFI. N � WITH ASTM A-195 FOR WELDED S. DIMENSIONS SHOWN ARE MPMdiM. ACTUAL SONS MAY VARY WITH MANUFACTURER, 8. THIS UNIT MAY BE USED WITH ALL STANDARD 01-3 4 M4 C URB DROP INLETS, 7. EaACH FSE BLOCK SHALL HAVE 2 OR MORE LOOPS C03 BARS? CAST IN FACE AS 'SHOWN. THESE LOOPS MAY BE USED FOR LFT AND FOR TEJICfi I1 THE POURED IN PLACE GUTTER VECTION, FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSULFIDE SEALER. E1. STANDARD ST -1 STEPS NOT REQUIRED IN THIS TOP UNIT. RECOMMENDED MINIMUM SEE ALTERNATE NOSE DETAIL, HEIGHT CHART SHEET 2 OF PIPE H DIIENSION 2'10 SIZE CONCRETE PIPE a- g6two `a. A" + w3 ♦ VARIES WITH MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT T. TYPICAL MINIMUM 'WELDED WIRE REINFORCEMENT L—`'' Ori" T -A" ROAD AM BRIDGE STREW=$ STANDARD PRECAST TOP UNITS SHEET 1 OF 2 REVISION DATE 103.08 VWGNIA DEPARTMENT OF TRWTATICAN 3 2 ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN U. - it --!- raw.. w— tom! AND COVER DETAIL A r PRECAST FACE OF - 04 BARS s - ri rr -rr - it n ri AC,� lye BLOCK NOTE: DOWEL HOLES PROYAaED TO PREVENT SETTLEMENT OF A MCENT C7CIN=TE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLAIN 2" AMMAN. BNX OF "CURB LIE U*FACF.OF �(,SEE DETALT CARIB BACK '� END VIEW NOTES: ALTERNATE L 2" it #" NOTCH MAY IE FC AM STRAIGHT 5l4ES. TAPERS NOSE SMSOR TAPERED SIDES WITH TI"H RADIJS. DETAIL A 2. ALL DETAILS NOT SHOWN TO BE IN Accommm (FOR USE WRH MOUNTABLE EXAM WITH SHEET 1 OF 2. ECIFICATION VTJ04CE STANDARD PRECAST TOP UNITS 233 302 1 VIRGINIA DEPAR MENNT OF TRANSPORTATION Ifs- ,r ,� wa i■ e `1 p ALTERNATE DETAIL B 9 QEOTEKTfLE DRAINAGE FAQ COVERLAP 1'-0" AT TOP) PAVEMENT SEE NOTE 1 `-- #57 AGGIRMTE, I$ ASOREGATE OR CRUSHED GLASS MEEnNG I8 VAIRIABLE GRADATION REOUIREMENT. (EDGE OF PAVED 51WOMM "I PAVED SHOULDER SECTION ROAD AND BRIDGE STANDARDS I11; -- - REVIs f DATE SHEET 2 OF 2 ROM AND BGE STANDARDS SHEET 1 OF 2 REVL ON DATE 10.00 LP TO ELBOW PPE IS PERFOIRATED PRIMARY OF WATER FLOW 45' ELBOW ECTION 45* WYE �OOdN• CON ECTION - "' MAX. OUTLET PPE No SCALE UNDERDRAIN SHALL BE CENTERED UNDER CURB AND GUTTER GEOTEXTILE DRAINAGE FABRIC ' 4OVEALAP 1'-Q" AT TOP) PAVEMENT L LNSTABfl1ZEO „ • e SUBGRADE • O1ITLET PPE SEE NOTE 1 #57 AGGREGATE, I8 -#" PIPE AGGREGATE OR CRUSHED GLASS IEETNG iib GRADATION REQLBRE#ENT. CURB AND GUTTER SECTION FAY UMITS OCLET PPE TO 45' BEGNELBO URPMETOIS WhA70 STANDARD PAVEMENT EDGEDRAIN VIRGINIA DEPARTMENT OF TRANSPORTATION (C3YE�LAP V-EIr AT TO PAVED SHOULDER LONGITUDINAL PERFORATED PIPE UD -4 ST18fUZED OPEN 210 AGGREUTE CRUMM STRENM IORANlVAOE PAVENENNT r. r. r: TYPE OF PIPE W.T #" NOM. DIAMETER SUS LAYER • .:' s :•': " PIPE BORADE SMOOTH WALL PVC .103 SllE18RAOE Cl1.EPpE CORRUGATED PE AASHTO ir1-232 d pip SEE NOTE 1- I57 AGGREGATE. 18 AGGREGATE OR CSD O1 N CA0 N REQ MEETING • GRADATNDNJREMENT. NON -PERFORATED OUTLET PIPE FOR USE CV CV 0 UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS _jw to w r LEW OF P VER SNOCII R) CRlJ5�1G STRENGTH — C-4 CO TYPE OF PFE NW.T 4" NMLDIAIETER .-'t � M PAVED SHOULDER SECTION a, in ; SMOOTH WALL PVC .903 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 7O PSI ifxx O ti... a) UIDEN" SHALL IE CENTERED UNDER CURB AM G UYTER. X WALL THICKNESS LAN) - Wes CD QEDTE)CTLE DRAINArGE FABRIC XXXTESTED ACCORDING TO ASTM D-24'12 AT 871 DEFLECTION. �:7GRADE RI COVElALAP 1W" AT TOP) r �! LL DONfII MOS JVIED • LM AVE7ENT :; ' s.. - -ES SHOULDER DER ?y f IiRApArGE LAYER + , SEE NOTE 9 --EP SUBBASE LAYER ` •• •:!"• : • : MAIN LIE PAVEMENT TED rim Y CONECCnON SLOGRADE TLE7 PPE SEE NOTE 9 SESMMbM — #57 ADMOATE, #0 AGGREGATE OR C:RUIMiD " PIPE ST'0. UD -4 REO'D. � � f GLASS MEETING 08 GRADATION REOUREMENT. STM]. UD -4 NRE00. CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOUuxR >! NOTES: PAVEMENT j ES pp h H 1. 4" W"% PROVIDED ATTAI9)IG MINNUM 4" OF AGGREGATE ON TOP OF PIPE EDGEDRAINS IN GORE AREAS 10-1 Z WHEN THE LDNgTUDIMN PPE COMNECTS LOIiEC7TLY INTO A DRAINAGE STRIJCTLAi£ iQROP NLET,NAL1FNHi4LE, ECT.). NCIH PERFORATED OUTLET PfFES AIE NOT REOCl1tED. rT' 3_ INVERT ELEVATgN AT OUTLET END OF OUTLET PIPE TO BE A U M OF P-0" W ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4, ALL CONNECTIONS ! WSi g, ETC.) WITHIN PAY LIMITS ITS FOR OUTLET PPE ILAMOMOATE ARE TO BE OF iFE SAME �6 STRENK,TH AS ?IE DunFr PIPE. COMMERMAL OR Lu z 8. OUTLET Eg ARETog� VISTA WA ON27t MN. p0ACDESIRABLE) GRADE AND PERFORATEDTRANCE� LOOAT®PfYERY3B0'MAKMUA flR ASNOTEDONPLrWSA,8 T D 8E SECx11 Y OOINECTED uJ TO EW -M OR OTHER DRAIUOE � �OR� N��J 7. WITHIN THE L8AT5 OF A COMIAERdAL FNTR/YNCE, IMPERFORATED PPE SHIALL BE Ai -'f UTILIZED IN LE11 OF PERFORAITED PIPE B. THE LENGTH OF PPE BETWEEN THE WYE CONNECTION AND THE EW -92 SHALL BE SrD. CURB 1 ROADWAY MIOTOEITHECMM THAN T -O' TO PERMYT CAMERA INSPECTION OF THE MAIN L#NE Nk GUTTER LIDERDRAIN BETWEEN THE LIMITS OF � wS L ON-PER?ED r 9. Il SITUATIONS WHEN FULL DEPTH OF 9TABUMD OPEN -GRADED MATERIA. CANNOT UN MAINTAINED UNDER CURB AND BUTTER, NO. 210 AGGREGATE SHALL BE USED R CURB AM NO. O 21 A1G6REOATEGUTTER. ALSD ELM FROM TCP OF STABILIZED OPEN -GRADED MATERIAL LAYER AMA MWAND GUTTER RE �� 246 STANDARD PAVEMENT , EDGEDRAJN ROAD AND MOM STANDARDS 258 REVISION DATE SHEET 2 OF 2 801 VItGIIA DEPARTMENT OFiRA4NSPdRTATDIN 701 1 908 07 MS -1 HALF SECTION ON HALF SECTION ON EXISTING CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT WITH PROPOSED OR EXISTING ASPHALT PAVEMENT VARIABLE VARIABLE ' NOTE: CLASS A3 CONC2RETE EXISTING ASPHALT SURFACE COURSE ANA BIDER ME�IF ANY TO BE r"rt SLOPE : usY QPE REMOVED UFDERAN STS. P P D ■ ElOSTIG AND/OR PROPOSEDLu ° P ® ASPHALT SURFACE COURSE ODiM£LS r r ^ ^ ui EXISTING CONCRETE PAVEMENT I 1XI MNNO CONCRETE PAVEMENT ff c -m CD ` 12" SQUARE HOLE FOR SIGN POST TO BE FORMED WHEN ROADWAY DESIGN MEETS THE CRITERIA INTO IITRDDCXOEO MEDIAN NOSES A MINIMUM OF S' FOR CG -7 AS SHOWN IN APPENDI77 A OF THE ■ fROM TF€ ROADWAY DESIGN IN 710E A STANDARDS CIRCULAR NOSE W - 4' MIMA<IM SECTION, MEDIAN IXIRB A ,70 BE N AOCOFNNDARD WITH 00-3. WHEN AEMAN 0 16TALM OVER E)US'TNG # TQV NTSUjgjFOR SIGNS POST 6 TO DnENDED E-1 NDN-SYM ETIIGAL NOSE p Lu u <![ 'ETOL'LR , ET A OHIT7IEEPLANRR D BY� P4 r� NOTE T� I ST UNDER MEGAN S'TR'IP. R COURSE. F ANY, �. � P'; NOTE: VARIABLE � VARIA S � (>� 2" I a EXISTING ASPHa-r SURFACE coLIRSE ANA BIDER N�UR5E iF ANY TO BE A3 0004CRE7E LIBER MNR�]4AN ST}�'. co F ---•I ASLOPE 'M' SL � � � E -I EXISTIq ASPHALT - ° 4MAX 53RIFAKE CCOLINSE li 2 DCO HET E -i D MAX E71i5TIIG ASPHMAI T BASE EXISTING ASPHALT ZSWAM COURSE TNG ASPHALT BASE ri I HALF SECTION ON HALF SECTION ON EXISTING FLEXIBLE PAVEMENT w EXISTING FLEXIBLE PAVEMENT TO BE RESURFACED XV T ROAD AFD STANDARDS STANDARD SOLID CONCRETE RAISED MEDIAN STRIP SHEET 1 OF 9 I REVWN DATE 502w -i 202.072 %AROMA DEPARTMENT OF TRANSPORTATION w w a x Lu Rev. No- Date 1 9-'14-2017 H op f U RAI } PL a Lic, No. 32809 o TM f - ae7l DATE: SEPT. 15, 2017 SCALE: - N/A DESIGNED BY. JNT FILEE NO. 3484E SHEET 10 OF •15 DWG 1"7-06 CIN OF WINCHESTER, VA ' METER SUPPLED BY THE DEPARTMENT OF PUBLIC MANES 9epmMAID16 9W"r Qr Dmige Af DEPARTMENT OF PUBLIC UTILITIES MEIE`LWR 9ED ANGI METER WIME SHXL HAVE 0 -RIND TYPE FLANGE Gromvm Dnd"«rMe Pn®vn, P.6oW WHEELSTOP P .L. T e' a Y' FORD COMMERER MODEL / • ROCK RDW DEVICE REQUIRED AS SET FORM IN CITY CROEB Owner Signature VEHHn-158HC-11-n CONNECTION WITROL PROGRAM s • 1-1/2' FORD: SNE LAYING DISTANCE IS 2" WIM " BACKFLOW DEVICE MAY NOT BE INSTMLID IN METER VAULT rick County In the event the Frederick County r Of the thi Bent the Fr assigns and of the mUns w the ithis ONE PAR OF 2" x 1-1/2' METER ADAPTERS. FORD PART I M7 • PRECAST VAULT M MANUFACTURED BY WINCHESTER BUIIANG Rod an Board of Supervisors guars this azaning arW accepts the modmern Ise profth faraba , un b SUPPLY OF WINCHESTER. VA OR APPRG ED EQUAL in mvditiOne shall apply a the lend rezoned ta addition m neer rtqu'vcmeurs set forth in a SET METER WIDTH TO 17'. USE ADOPTERS FOR • CONNECT TO U. SERVICE BEHIND SIDFWALC OR AT BUILDING the Frederick enemy Code. 1-1/2' METERS AS NECESSART. > Motor Freight Trarepartatim&Warehousing SIC42 I 4.0" _I PROPERTY: 0.604esres MIP THREPD N 12,• 17" Sly If Respectfully Submit[M: MIP z THREAD mi� ' ENGINEER Y BRASS 2' BRASS 'r�u PLAN VIEW SIB" ORIGINAL DATE 24N o H-20 RNTED 5i BML VALVE CURB STOP WITH 2" ALUMINUM ACCESS HATCH Authorized Agent IAB GATE VALVE OPERATING NUI' FORD MODEL /841-777 & #0787 #�0® 108.31" ............. P a ai. ;y; Bye i0" "�31 ANGLE MAL 2' SDR -9 WITH BALL CHECK 4� CommanweaW a Vugioi4 TRACER WIRE V VALVE i alyr "of \ l'L To Wit 4 Parcel 64-A-2 and the right-imrightom only partial access mhanev az 'I APING W DTr befou me this.L The foregoingivstramestwu a=day of SADDLE AND N CORP SF.P 1) tSr OTa Y rckmwlad8ed \M ulhVd 20JLbY 0.604asra of H-3, Bdgstrial Tmvsitian District with proffers, developmcm of the g We: Signa -e appmxim ardmayd affaVtyrgm x1UMaaahNatbn Nm. Sen dM1nansio,M will be Recamm Mfoaa Mmen, STONE gg a revised by the Owner and meh he approved by the Frederick County Bond of BAt! 81 QUAL Supervisou in semdase with the said Code and Zoning Ordinates. To t o event that VALVE CHECK VALVE T NalMy Pub k 2" FORD METER SETTING mooem y mvtribudon shot be made payable to Frederick County a the time a``` 131. > tab ,Hort ,hWan a, Three pmfers shall be binding upon this SECTION VIEW MY Cammissiov Esp'ves STANDARDDATE: 1 1/2 & METER INSTALLATION 4/12 DETAIL N0. CA SCALE: NONE arcoMwsPox RULv m, an D W– 4 Vacation Plat prepared by Gary A. Judd, land Surveyor, dated April 11, 2011 rugorded OWNER SIGNATUREON FOLLOWING PAGE sa Tsuwmant No. 010005118 (tae groaned S—aY Plm). It 4" j 2°R 6" 13" MIN 7" MIN. –►I 6" 2' NOTES: 1. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG -6 2. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 3. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST I I CG -6R - 6" REV. CURB & GUTTER I 10/29/14 N.T.S. VER 1 LIGHT COLORED V VAN ACCESSIBLE SPACE j REFLECTIVE T FOR REGULAR SPACE BACKGROUND MArL. NOTE: DARK COLORED RAMP FOR HANDICAPPED MUST T"LETTERS &—` BE LOCATED AT SAME POINT 3/8" BORDER ADJACENT TO THE STRIPED AISLE. UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF $50.00 TO $100.00 SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. INTERNATIONAL SYMBOL OFACCFSSIBILITY ®� DISPLAY CONDITIONS I --I 7.P MAX LIGHT COLORED I"LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL a STEEL PIPE FILLED WITH CONCRETE Z/► HANDICAPPED PARKING 04/15 7 N.T.S. VER 1 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIE TYPICAL REsIUENr sFar VALVE INSTALLATION: VALVE BOY AND BOUT SHALL BE CAST IBM VALVE BOY CMR SHAL BE MARKED 'NATER' WAw TOP SHNL w RUSH WTIN FINISHED GRADE IV K IV CONCRETE PAD SHALL BE RACED MOUND WLW BOZOS LOCATED OUTSIDE W PAVEMENT MDS VMVE BOK SNAIL BE SCREW TYPE FOR ADJUSTMENT a f.� I_ I r T 1/2•+ i +1/2. 5' MAX VALVE BOX ADAPTER 36" MIN COVER MD:IVNICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES DETAIL N0. I TYPICAL VALVE & BOX INSTALLATION DETB SCALE: NONE WD– MOUND TOP OF CONCRETE FILL 6" DIA. - ANSI ' 3r SCHEDULE 40 STEEL PIPE FILLED WITH 6" CONCRETE AND PAINTED YELLOW 18'DIA. CONCRETE ENCASEMENT BOLLARD DETAIL 7' WIDTH VARIES SEE SITE PLAN 6x6W2.9/2.9 WWM -2% '/ / COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM 4" SUBBASE (21-A STONE) MOISTURE CONTENT 4"4000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) " CONCRETE TO BE AIR ENTRAINED. AIR TO BE 6%a ;1.5. SLUMP TO BE 5" ; 1" CONCRETE SIDEWALK 11/11/15 N.T.S. I VER 1 1.5" SM -9.5A SURFACE COURSE 3.0" BM -25 BASE COURSE 8.0" SUBBASE VDOT STD. 21 B COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) NOTE: PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. THE CONTRACTOR SHALL OBTAIN A CBR TEST OF THE COMPACTED SUBGRADE AND SUBMIT FOR DETERMINATION OF THE REQUIRED PAVEMENT SECTION PRIOR TO PLACEMENT OF ANY PORTION OF THE PAVEMENT SECTION. STANDARD PARKING AREA PAVEMENT SECTION 04115 N.T.S. VER 1 CITY OF WINCHESTER, VA RTNN qR STA4t - BEE [1CPARTIJFAIT TIF DI IRI he,ITA ITIFC SELOW CLEAN OUT TRANS AND COAs: CAPROL FOUNDRY MGM- B-1140 PVC CIPMTOUT CAP AND PLUG UDEWAUI OR PAVERS UNDERND,IH OUR .� TRAFFIC AREA CLEW OUT GTT IRON CLEAN OUT CP W/BWSS PLUG: PANT MODEL PA4W-CSN (4j PAN MODEL PAESI-CSK (8 7 GRASS AREA CLEAN OUT 5STANDARDSTANDARD SANITARY 5 AIIL N0. I LASCALEONNECTI N DATE: 4/12 PAVEMENT —�— CURB CUT IRU IRKING �.'. z ISLAND TO PERMIT (0j DRAINAGE CG -6 CG -6 .. ..E�, 2,... '!'_..... .' 4 , TYPE II SCUPPER DETAIL SCUPPER2 NOT TO SCALE r� PAVEMENT JI 2' CURB CUT �2- A i TYPE I SCUPPER DETAIL NOT TO SCALE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES "wa.agYc,asa rti oa Are III III aaRmI.YW .LL MMQ CONNECTION TO NEW MAN rm e. tl.WMrm ,or Ivo rrtn,q avxaE n,c,r.W,amma IMTIMm sn¢ smM. erne Mw swwc Ww nam, egm CONNECTION TO EXISIING MAIN STANDARD STANDARD SANITARY SS AIL NO. LATERALSCALE: NON CONNECTION DATE: 4/12 FC EP 9epmMAID16 9W"r Qr Dmige Af 3 PED SYMBOLS Gromvm Dnd"«rMe Pn®vn, P.6oW WHEELSTOP P .L. T e' STRIPED AREA V MIN. A.) Lash Use R"trictove Owner Signature LIGHT COLORED V VAN ACCESSIBLE SPACE j REFLECTIVE T FOR REGULAR SPACE BACKGROUND MArL. NOTE: DARK COLORED RAMP FOR HANDICAPPED MUST T"LETTERS &—` BE LOCATED AT SAME POINT 3/8" BORDER ADJACENT TO THE STRIPED AISLE. UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF $50.00 TO $100.00 SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. INTERNATIONAL SYMBOL OFACCFSSIBILITY ®� DISPLAY CONDITIONS I --I 7.P MAX LIGHT COLORED I"LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL a STEEL PIPE FILLED WITH CONCRETE Z/► HANDICAPPED PARKING 04/15 7 N.T.S. VER 1 CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIE TYPICAL REsIUENr sFar VALVE INSTALLATION: VALVE BOY AND BOUT SHALL BE CAST IBM VALVE BOY CMR SHAL BE MARKED 'NATER' WAw TOP SHNL w RUSH WTIN FINISHED GRADE IV K IV CONCRETE PAD SHALL BE RACED MOUND WLW BOZOS LOCATED OUTSIDE W PAVEMENT MDS VMVE BOK SNAIL BE SCREW TYPE FOR ADJUSTMENT a f.� I_ I r T 1/2•+ i +1/2. 5' MAX VALVE BOX ADAPTER 36" MIN COVER MD:IVNICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES DETAIL N0. I TYPICAL VALVE & BOX INSTALLATION DETB SCALE: NONE WD– MOUND TOP OF CONCRETE FILL 6" DIA. - ANSI ' 3r SCHEDULE 40 STEEL PIPE FILLED WITH 6" CONCRETE AND PAINTED YELLOW 18'DIA. CONCRETE ENCASEMENT BOLLARD DETAIL 7' WIDTH VARIES SEE SITE PLAN 6x6W2.9/2.9 WWM -2% '/ / COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM 4" SUBBASE (21-A STONE) MOISTURE CONTENT 4"4000 PSI VDOT A3 CONCRETE VDOT VTM-1 METHOD) " CONCRETE TO BE AIR ENTRAINED. AIR TO BE 6%a ;1.5. SLUMP TO BE 5" ; 1" CONCRETE SIDEWALK 11/11/15 N.T.S. I VER 1 1.5" SM -9.5A SURFACE COURSE 3.0" BM -25 BASE COURSE 8.0" SUBBASE VDOT STD. 21 B COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT VDOT VTM-1 METHOD) NOTE: PAVEMENT DESIGN BASED ON A SUBGRADE CBR DESIGN VALUE OF 5. THE CONTRACTOR SHALL OBTAIN A CBR TEST OF THE COMPACTED SUBGRADE AND SUBMIT FOR DETERMINATION OF THE REQUIRED PAVEMENT SECTION PRIOR TO PLACEMENT OF ANY PORTION OF THE PAVEMENT SECTION. STANDARD PARKING AREA PAVEMENT SECTION 04115 N.T.S. VER 1 CITY OF WINCHESTER, VA RTNN qR STA4t - BEE [1CPARTIJFAIT TIF DI IRI he,ITA ITIFC SELOW CLEAN OUT TRANS AND COAs: CAPROL FOUNDRY MGM- B-1140 PVC CIPMTOUT CAP AND PLUG UDEWAUI OR PAVERS UNDERND,IH OUR .� TRAFFIC AREA CLEW OUT GTT IRON CLEAN OUT CP W/BWSS PLUG: PANT MODEL PA4W-CSN (4j PAN MODEL PAESI-CSK (8 7 GRASS AREA CLEAN OUT 5STANDARDSTANDARD SANITARY 5 AIIL N0. I LASCALEONNECTI N DATE: 4/12 PAVEMENT —�— CURB CUT IRU IRKING �.'. z ISLAND TO PERMIT (0j DRAINAGE CG -6 CG -6 .. ..E�, 2,... '!'_..... .' 4 , TYPE II SCUPPER DETAIL SCUPPER2 NOT TO SCALE r� PAVEMENT JI 2' CURB CUT �2- A i TYPE I SCUPPER DETAIL NOT TO SCALE CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES "wa.agYc,asa rti oa Are III III aaRmI.YW .LL MMQ CONNECTION TO NEW MAN rm e. tl.WMrm ,or Ivo rrtn,q avxaE n,c,r.W,amma IMTIMm sn¢ smM. erne Mw swwc Ww nam, egm CONNECTION TO EXISIING MAIN STANDARD STANDARD SANITARY SS AIL NO. LATERALSCALE: NON CONNECTION DATE: 4/12 hemwsY finelwaleA SrJImvM%MHS PaP—.OWa Ta Botlw�RmnLa gemW P^®mtn8 aq,ema %sw. F"P®g1UtlPiTw �RmMbB 9epmMAID16 9W"r Qr Dmige Af Gromvm Dnd"«rMe Pn®vn, P.6oW e' EXPRESS OIL CHANGE & TIRE ENGINEERS REZONING A.) Lash Use R"trictove Owner Signature 79.84• 1. The Ownv hereby proffers to prohibit the following land uses on rhe Property m w s eC beronned u do 83, Ivdusefo Transition Distrim rick County In the event the Frederick County r Of the thi Bent the Fr assigns and of the mUns w the ithis � Rod an Board of Supervisors guars this azaning arW accepts the modmern Ise profth faraba , un b Ills in mvditiOne shall apply a the lend rezoned ta addition m neer rtqu'vcmeurs set forth in CHfaNG > Leen Rod Suburban Transit Services SIC 41 the Frederick enemy Code. w'dt proffers > Motor Freight Trarepartatim&Warehousing SIC42 > Tno neutlon by Air SIC45 PROPERTY: 0.604esres s, Utility FaciBlies& Their Anaessory Uses SIC49 Tac MRsnto 64 -A -TP (hare -in eller rlu;"PrnPartY") > Drive -In Motion Future Theaters SIC 7833 Respectfully Submit[M: RECORD OWNER: Tiuos Csepongues f ne.n. after the "Owoer'J > Trsur Truck& Truster Track Trailer Pinking NO SIC S mi� ' ENGINEER v BJ Access Afatugemast I. The Owner hereby proffers,b limit new angraI do entrance access To the SIB" ORIGINAL DATE PrupMy m a night-ia/righbaal only partial grana antennae. III final location of 5i OF PROFFERS: Sepmnba 9.2016 the right-io/right-ant only partial nougat announce, will be demanding during the Authorized Agent IAB #�0® 108.31" A¢ess Management ExaapOoo praass. a ai. ;y; Bye i0" "�31 I The Owcer hereby pro>ku to oonsbuct inter -parcel coanecdvity, between the Pmli nma, Matters poogTy and Tax Map posed64-A-2 to faaiBuk access to the Front Royal Ake CommanweaW a Vugioi4 Pursuant to Ss6os 151-22M EL Seq. of Ore Code of Virginia, 1950,.a RgI and (US Rage 522)rPrevd Lodge Drive signaling inlemsJion. no Ow"r will idmdfy OW leasho t of the maipmcal inguaclagress easement betwxn To, Map i alyr "of \ l'L To Wit the provisions of the licdadele County Ze-ng Ordinance with respect m conditional Parcel 64-A-2 and the right-imrightom only partial access mhanev az 'I 10 iofmmadon on the Site Development Pian for the Property. DTr befou me this.L The foregoingivstramestwu a=day of Esili Winchester, VA 1) tSr OTa Y rckmwlad8ed \M ulhVd 20JLbY 0.604asra of H-3, Bdgstrial Tmvsitian District with proffers, developmcm of the subject Property shat be dean in c.dbmdty with the emu and conditions set froth We: Signa -e appmxim ardmayd affaVtyrgm x1UMaaahNatbn Nm. Sen dM1nansio,M will be Recamm Mfoaa Mmen, hemwsY finelwaleA SrJImvM%MHS PaP—.OWa Ta Botlw�RmnLa gemW P^®mtn8 aq,ema %sw. F"P®g1UtlPiTw �RmMbB 9epmMAID16 9W"r Qr Dmige Af Gromvm Dnd"«rMe Pn®vn, P.6oW EXPRESS OIL CHANGE & TIRE ENGINEERS REZONING A.) Lash Use R"trictove Owner Signature PROFFER STATEMENT CD 1. The Ownv hereby proffers to prohibit the following land uses on rhe Property m w v Tha renditions, pmtTeredabove shOgb gnn"the ad 0> eC beronned u do 83, Ivdusefo Transition Distrim rick County In the event the Frederick County r Of the thi Bent the Fr assigns and of the mUns w the ithis Rod an Board of Supervisors guars this azaning arW accepts the modmern Ise profth faraba , un REZONING: RZR_ ➢ landscape snd Honinaltand Services SIC 078 in mvditiOne shall apply a the lend rezoned ta addition m neer rtqu'vcmeurs set forth in 8-2 Business General District to 93, Industrial Transition Distsia > Leen Rod Suburban Transit Services SIC 41 the Frederick enemy Code. w'dt proffers > Motor Freight Trarepartatim&Warehousing SIC42 > Tno neutlon by Air SIC45 PROPERTY: 0.604esres s, Utility FaciBlies& Their Anaessory Uses SIC49 Tac MRsnto 64 -A -TP (hare -in eller rlu;"PrnPartY") > Drive -In Motion Future Theaters SIC 7833 Respectfully Submit[M: RECORD OWNER: Tiuos Csepongues f ne.n. after the "Owoer'J > Trsur Truck& Truster Track Trailer Pinking NO SIC APPLICANT: Day Pap. Inc. ( gem after the"ApplicasY') Ttulrs Corporation, aVirgwa CwpouUos PROJECT NAME: Expreas Oil Change& Tire E-&— BJ Access Afatugemast I. The Owner hereby proffers,b limit new angraI do entrance access To the ( nn ORIGINAL DATE PrupMy m a night-ia/righbaal only partial grana antennae. III final location of By, OF PROFFERS: Sepmnba 9.2016 the right-io/right-ant only partial nougat announce, will be demanding during the Authorized Agent IAB Site Development Pian through Ne VMgivia Delu�mt of Transportation REVISION DATE: TBD A¢ess Management ExaapOoo praass. I The Owcer hereby pro>ku to oonsbuct inter -parcel coanecdvity, between the Pmli nma, Matters poogTy and Tax Map posed64-A-2 to faaiBuk access to the Front Royal Ake CommanweaW a Vugioi4 Pursuant to Ss6os 151-22M EL Seq. of Ore Code of Virginia, 1950,.a RgI and (US Rage 522)rPrevd Lodge Drive signaling inlemsJion. no Ow"r will idmdfy OW leasho t of the maipmcal inguaclagress easement betwxn To, Map i alyr "of \ l'L To Wit the provisions of the licdadele County Ze-ng Ordinance with respect m conditional Parcel 64-A-2 and the right-imrightom only partial access mhanev az 'I zoning, Use undersigned Owner hoo by proRas that in the event Ore Board of Supervisors iofmmadon on the Site Development Pian for the Property. DTr befou me this.L The foregoingivstramestwu a=day of of Frederick County. Vogiviu. shall approve Rezoning Apptoadon #__ for Use reasoning of R O.RKa-seas Napery ham Use B-2, eurisrees General Dbuia m establish 1) tSr OTa Y rckmwlad8ed \M ulhVd 20JLbY 0.604asra of H-3, Bdgstrial Tmvsitian District with proffers, developmcm of the subject Property shat be dean in c.dbmdty with the emu and conditions set froth C.) M iu Contri u W Olfwt lmpad o/Davel Pmvnt neem,exceptmtheextm(lhat=btamsand CO i6=maybe sabouseodyammtlM gg a revised by the Owner and meh he approved by the Frederick County Bond of 1 The Applicant hereby proffers to provide a monetary cooldbutan m $0.70 pa 1.I, of $0 Supervisou in semdase with the said Code and Zoning Ordinates. To t o event that building No— face for County Foe and Rescue The NalMy Pub k RI tensing is not gonad, dun these proffers Nol be deemed widdmwn and have no Owns and Nor legal mooem y mvtribudon shot be made payable to Frederick County a the time a``` 131. > tab ,Hort ,hWan a, Three pmfers shall be binding upon this issuance of the Cardficae of Osupnrcy Permit for 07 Primary ruucw MY Cammissiov Esp'ves susasrs, heirs, m assigns. conscted an the Property. w RmaccvwLSMox The Praperty. mote pxniculerly described as the land owned by Taans Corpomtiun, a evePUaoMof aYmTMa COMMa1mTALla OF VmmN.A Fxmms Vit,am. Oopergioo, being dl of Tax Map Parcel 64 -A -1F, as evident by Deed recorded arcoMwsPox RULv m, an as Deed Book 976 Page 1370, and fudba deansibed by Boundary Line Adjusuoep[ and Vacation Plat prepared by Gary A. Judd, land Surveyor, dated April 11, 2011 rugorded OWNER SIGNATUREON FOLLOWING PAGE sa Tsuwmant No. 010005118 (tae groaned S—aY Plm). It B°peIA194B NNaflonoe uopmawAaE V) a F W Q U C� T� a Pat N0 W PL, W W Z Lic. No. 32809 �N-SEpr ZD I? DATE: SEPT. 15, 2017 SCALE: N/A DESIGNED BY: MIT FILE NO. 3484E SHEET 11 OF 15 DWG #17-06 560'± 24 A x 5± — away — -, • • • • •..............�. _ • p • • • • • -6 LLJ m o • s:z < C ,� - -' a;- -.-& ..+:ter, ,_ y k� • ,4w ., :.-sy r Fvawr>_;E: �_ %,T , viim h 350't 350'± b 350'± p 350'± a C «' Page 61 April 2015 Typical Traffic Control Interior Lane Closure Operation on a Multi -Lane Roadway (Figure TTC-42.1) Nam Guidance: 1. Sign spacing distance should be 1300'-1500' for Limited Access highways, and on all other roadways 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' wherthe posted speed limit is 45 mph or less. 2. Care should be exercised when establishing the limits of the work zone to insure maximum possible sight distance in advance of the transition, based on the posted speed limit and at least equal to or greater than the values in Table 6H-3. For Limited Access highways a minimum of 1000' is desired. Standard: 3. On divided highways having a median wider than 8', right and left sign assemblies shall be required. 4. Taper Length (L) and Channefizing Device Spacing shall be: Taper Length (L) Location Speed Limit (mph) Lane Width (Feet) Transition Spacing 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 60 540 600 660 720 65 585650 715 780 70 630 700 770 840 Minimum taper lengths for Limited Access Hi hwa s shall be 1000 feet. Shoulder Taper = % L Minimum Channelizing Device Spacing Location Posted Speed (mph) 0.35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access" 80' 120' ' Spacing may be increased to this distance, but shall not exceed one access per %4 mile. On roaaways won paves snoumem navmg a width of 8 feet or more, Channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 5. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit 6. A shadow vehicle with either a Type B or C arrow board o rating in the caution mode, or at least one high intensity amber rotating, oscillating, or light shall be parked 801 in advance of the first work crew. When the posted speed limit is 45 mph or greater, a truck- mounted attenuator shall be used. 7. For long-term work zones existing conflicting pavement markings and markers shall be removed and temporary pavement markings and markers shall be installed per Figure ITC -60. Option: 8. For short-term stationary work (less then 3 days duration), lanes may be delineated by cbannelizine devices or removable pavement markings instead of temporary pavement markings Guidance: 9. When Channelizing devices have the potential of leading vehicular traffic out of the intended tisk space, the Channelizing devices should be extended a distance with 4 additional Channelizing devices' beyond the downstream end of the transition area as depicted. 10. For locations with a high volume of ieft turning movements, the graphic NO LEFT TARN (R3-2) signs should be used.' 1: Revision 1-4/112015 PHASEI THIS VIEW FOR MOT PLAN ONLY 1zo FRONT ROYAL PIKE - U.S. ROUTE 522 DESIGN SPEED = 35 MPH R/W WIDTH = VARIABLE January 2015 Page 611-91 Interior Lane Closure Operation on a Multi -Lane Roadway (Figure TTC-02.1) 1nOAV1 Nols T 910 T7500 G20-2 (V) ONV S301A30011- ao� wouoe �s 1 T Dzt O SEE NOTE 9 C O I h 80 -120 r n HO ILLUMINATED FLASHING AMBER ARROW i 13 1 SEE TYPE C _ NOTE 4 SEE NOTE 2 SEE NOT EI W4.2L EE _ NOTE 0— KEEP R4-V7R .009 g` SEE RIGHT sNOTE , 4�® W9 -3L SEE ue OTE, RDED .. Io Ons W20-1 1: Revision 1- 4n12015 = 100 a w � 60 200 400 600 800 1000 1200 1400 4. CONTRACTOR TO COORDINATE FRONT ROYAL PIKE (U.S. ROUTE 522) WORK WITH VDOT INSPECTOR PRIOR TO PHV APPROACH TOTAL, VEHICLES PER HOUR COMMENCEMENT OF WORK. VDOT MAY APPROVE THE WORK TO BE PERFORMED UNDER A SHOULDER CLOSURE RATHER THAN A LANE CLOSURE. FIGURE 3-27 WARRANTS FOR RIGHT -TURN LANE TREATMENT W -LANE HIGHWAY) 5. PAVINGISTRIPING WORK TO BE DONE BETWEEN THE HOURS OF 8:00 PM TO 6:00 AM. NO DISRUPTION TO NORMAL TRAFFIC FLOW WILL BE ALLOWED BETWEEN THE HOURS OF 6:00 AM TO 8:00 PM. AADT (2016)= 15000 trips I Papermill Rd. to US 50 on Front Royal Pike US 522 6. CONTRACTOR TO COORDINATE WITH FREDERICK COUNTY POLICE OR VIRGINIA STATE POLICE PRIOR TO ANY 191111-- 7500 trips south bound PAVING OR STRIPING. 7500x 11°/D = 825 PHV (south bound US 522) 7. CONTRACTOR TO REVIEW MOT PLAN WITH VDOT INSPECTOR PRIOR TO CONSTRUCTION. ITE 9th EDITION: Express Oil & Tire Engineers: Quick Lube (per 3 bays) =6 PHV Tire Store 1658 of 11000=1.65 x 24.87 = 42 VPD x 11 %=4.62 use 5 PHV ITE 9th EDITION: Existing IHOP 4,100 sf bldg. (max parking Is 61 spaces) Hign-Turnover (s0 down) Restaurant, use Saturday Peak Hour of Generator = 4.1 x 20 = 82 PHV (63% entering, 37% exiting) 82x 151.66 use 52 Assume 10% use shared right in for peak hour = 5.2 use 6 PHV Express Oil & Tire Engineers = 11 PHV PHV Existing IHOP = 6 PHV Total = 17 PHV Conclusion: BASED ON CHART ABOVE: NO TURN LANE TAPER REQUIRED TRAFFIC ANALYSIS Guidelines and Tables taken from ITE 9th EDITION VDOT AADT (2016) VDOT Road Design Manual, Appendix F V/ W W Z Z W E_ NW L)-:4 = EE C5 Q � z 0 a H ,^ a rWn w Z V o Z 0 LJ z al V � W J �w 0 V/ W W a X W Date Lic. No. 32809 DATE: SEPT. 15, 2017 SCALE: N.T.S. DESIGNED BY: JNT FILE NO. 3484E SHEET 12 OF 15 DWG #17-06 NOTES: A- TRAFFIC CONES PLACED EVERY 20' TO BE USED AS CHANNELIZATION DEVICES AS DETERMINED NECESSARY. of 60 P2 1. PHASE 2 CONSTRUCTION MILLING & OVERLAY ON FRONT ROYAL PIKE (U.S. ROUTE 522) WILL OCCUR BETWEEN i THE HOURS OF 8:00 PM TO 6:00 AM. NO DISRUPTION TO NORMAL TRAFFIC FLOW WILL BE ALLOWED BETWEEN' it 40 THE HOURS OF 6:00 AM TO 8:00 PM. 2. PAVEMENT MARKINGS NO LONGER APPLICABLE WHICH MIGHT CREATE CONFUSION SHALL BE REMOVED OR a OBLITERATED AS SOON AS PRACTICABLE. TEMPORARY MARKINGS SHALL BE USED AS SHOWN OR AS 20 DIRECTED BY VDOT. 3. ALL SIGNAGE AND TRAFFIC CONTROLS PER THE 2009 MUTCD AND THE 2011 VIRGINIA WORK AREA PROTECTION MANUAL. 200 400 600 800 1000 1200 1400 4. CONTRACTOR TO COORDINATE FRONT ROYAL PIKE (U.S. ROUTE 522) WORK WITH VDOT INSPECTOR PRIOR TO PHV APPROACH TOTAL, VEHICLES PER HOUR COMMENCEMENT OF WORK. VDOT MAY APPROVE THE WORK TO BE PERFORMED UNDER A SHOULDER CLOSURE RATHER THAN A LANE CLOSURE. FIGURE 3-27 WARRANTS FOR RIGHT -TURN LANE TREATMENT W -LANE HIGHWAY) 5. PAVINGISTRIPING WORK TO BE DONE BETWEEN THE HOURS OF 8:00 PM TO 6:00 AM. NO DISRUPTION TO NORMAL TRAFFIC FLOW WILL BE ALLOWED BETWEEN THE HOURS OF 6:00 AM TO 8:00 PM. AADT (2016)= 15000 trips I Papermill Rd. to US 50 on Front Royal Pike US 522 6. CONTRACTOR TO COORDINATE WITH FREDERICK COUNTY POLICE OR VIRGINIA STATE POLICE PRIOR TO ANY 191111-- 7500 trips south bound PAVING OR STRIPING. 7500x 11°/D = 825 PHV (south bound US 522) 7. CONTRACTOR TO REVIEW MOT PLAN WITH VDOT INSPECTOR PRIOR TO CONSTRUCTION. ITE 9th EDITION: Express Oil & Tire Engineers: Quick Lube (per 3 bays) =6 PHV Tire Store 1658 of 11000=1.65 x 24.87 = 42 VPD x 11 %=4.62 use 5 PHV ITE 9th EDITION: Existing IHOP 4,100 sf bldg. (max parking Is 61 spaces) Hign-Turnover (s0 down) Restaurant, use Saturday Peak Hour of Generator = 4.1 x 20 = 82 PHV (63% entering, 37% exiting) 82x 151.66 use 52 Assume 10% use shared right in for peak hour = 5.2 use 6 PHV Express Oil & Tire Engineers = 11 PHV PHV Existing IHOP = 6 PHV Total = 17 PHV Conclusion: BASED ON CHART ABOVE: NO TURN LANE TAPER REQUIRED TRAFFIC ANALYSIS Guidelines and Tables taken from ITE 9th EDITION VDOT AADT (2016) VDOT Road Design Manual, Appendix F V/ W W Z Z W E_ NW L)-:4 = EE C5 Q � z 0 a H ,^ a rWn w Z V o Z 0 LJ z al V � W J �w 0 V/ W W a X W Date Lic. No. 32809 DATE: SEPT. 15, 2017 SCALE: N.T.S. DESIGNED BY: JNT FILE NO. 3484E SHEET 12 OF 15 DWG #17-06 N 4611'38' E - 1131.% I t I I I I 3 I I I I I I I lllaal 1011,1111111, F.4��Tit I,"' M a w 1 TYPE "A" nn inn -------- dnn- I I i , T8 REMAIN SIGN TYP • • • wl�_��-- - I I I ♦� r •' I I 1 r'� �"" I I 5 • GAN. LAT. ++ �X s. f I St ► I I INV -726.5 1 1 • I I q. 2 -GD / L w I I �' �► �"T � I I :-. Ib�v------------- -- IV,FI ----- I I ------------ L-----------------------------------------------i- p THIS VIEW FOR FIRE LANE MARKINGS & SIGNAGE ONLY \�a 1 \ -SIGN TY MODIFIED �7I I I II I II I I II I I II I I II I I InI I I In u I • 10 • 20 40 • D. L. tionofetrvubrres. U) A[traet threeperimeterweRs dallindustial,commercial, pubficaraemiPubilomresidentid structures afted, mor more dwelling drub perstmdure sfiellbewitMv zoo f.[ofa street,firelam, or Private sheet. (z) Struclur. exceedivg3o feet in heightshell nmbesm back more than5o feet from astraR fire lane tri privamatrxt. (37 When any combivetion dprivatefireproteclion tadhties,including bund OmKed to firnresistive roofs, fire xp.etiov walls, apes separetlan and emomMcfire�xxdngubMvg systems, is provided, and approved by the Flre Mamhd mhis/herdesignated reptesenfetive as an e.epbble altermtive, 9mbsx5ov IX27 shell not apply. (4) The Mrs Marshal or his/her designated representative may, in concertwith the local volunteer fire company, require at least two mean of.. for fireapparatus to aU rummer land industrial sttudures Time small ways shelf meet the nonvenomous of Subsection B(3). (5) lav l camvg.rotherobstmchms shall Fort be placed ...ad announce or bydranb in Is mann.m as or lmpw or impede emesnbdity for fire -fighting and resoceoperehme E.Water supply. (1) Wateraupply systems stall bede�ignedm Mto be capable of mpplyinga[best l,moga0o.perminute wtw 'n&m ms Leduc Wet. supplies alaBbe made available andoperefional before corobumbl. ere on site durigg cons W coon (2)Ivmudmlope Affisnglcf lydNchedorduple dwelDngunits,Neveshallbeafirehydrmt withingm feet doll nits. Norms developedwith threemfiredwellivg drub Per structure, Hereshell be a hydrant withN gaofeet of allvnib.ly areas developedwiNsu armore dwellingmib pv structure,therestallbeatl.ntwohY&mts..h.11oofeetdellddb.300e OfaUP ms ivdusfriel Wave merelal developmxt(s), [toteshallatohydrant within 300 fe.th all portions of eny structure. Whereane hydmvt is dedicerN to the operation des[endpipe aYst®, Nereahallbe at least one other bydmn[ meeting Ne distavce requvemenb chi font above. The hydrmt dedimted to the operation tithe atmdpipe ry.em stall notbefartberthm So feet from Neatsndpipe. Dimmce meM .im.bund.Nisl.ne(d.i tedamcevter-ltne)whmapprd oralongmdaascoveting the requirement de fire lane men.mtedormdengoeted)where eppmprimR butiv aD rases access [o tact by&ant obeli bedirectiY fium a mndweY and/. fist lave. (37 F'vz hydrenb aiallbe m.kedis awmrdance with the Frederick County Gavibtion Authadtypofiry. (4)Fimhydrmblomted Np.king.e.shellbepmtededbyhar mth.wWpremntphysio]damage fivmvehid. (5) FltehydmnbshaDbeloraledwithW Nix fed ofthe curbgne afire lanes, smcets.privam errata when imblled long ouch access waya. (6) Fire hydrants stall be metalled in awmrdanm with the standards dtbe Frederick County Svnfbtion Authority. (7) Thread. on fire hydrant milso ehdl conformto Frederick County gentation AuthoritypoIf,. (8) the hydrenb.billbe supplied by Lou less than Asir -loch diameter main. N A. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS is DUMB Remoteness Where two fire apparatus a.ess roatls are required, they shall be placed a distance @pan equal not less than one hall ofthe length of the maximum overall diagonal dimension of the lot or area to be served, measured In a straight line between accesses. SECTION NOS AENAL FIRE APPARATUS ACCESS ROADS D305.1 Where required Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet (9144 rem), approved aerial fire apparatus access roads shall be provided. For purposes of this exaction, the highest roof surface shall be determined by measurement to the eve da pitched roof, the intereadhor of the mai to the exterior wall, or the ad, of parapet walls, whichever Is ,renter. 01052 Widen Aerial fire apparatus access roads shall have a minimum unobstructed width of 26 feet (7925 mm), exclusive of shoulders, in the immediate vicinity of the building or portion thereof. 0305.3 Prmdmity, to bugdlrg At lean one of the required access routes meeting this condition shall be located within a mlldmum of 35 feet (4572 mm) and a maximum of 30 feet (9144 mm) horn the building and shall be positioned parallel to one entire side ofthe building. The side office building an which the aerial fire apparatus access road Is Posdioned shall be approved by the firecoto official. DMA Obstructions Overhead utility and power lines shall not he lowered over the aerial Fire apparatus auess mad or between the Baikal fire apparatus road and the building. Other connections shall W permitted to be plated with the approval athe fire core affil 1. DSD6.1 Projects hod, mine than 1N dwelling units Multiple -family residential projects having more than 100 dwelling units shall be equipped throughout with two equations and approved fire apparatus access roads. Exception: pro cess having up to 2m dwelling units may, havea single approved fire apprmus access roatl when all buildings, including mnresldemial occumncies, are equipped throughout with approved automatic sprinkler systems Installed In accordance with Section 903.3.L3 or 9011 Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 0 D1D6.1 Projects having come than 200 dwelling units Muhf ele-family residential projects having more than 200 dwelling units Shall be provided with two separate and approved fire apparatus access roads regardless of whether theyare equipped with an approved automatic sprinkler system. SECDON 0I07 ON&ORTWO.FAMILY RESIDENTIAL DEVELOPMENTS D107.1 One,ortwo-family dwelling residential developments Developments of ons -or Wo4am I I, dwellings where the number d dwelling units exceeds 30 shall be provided with twoseparate and approved fire apparato I..words, and shall meet the regWremmts of Senior D10C3. Exceptions: 1. Where there are more than W dwell Ing units on a single public or private fire appearance access road and all dwelling units are equipped throughout with an approved aummatic sprinkler system In accordance with Section 903.3.1.1, 903.3.12 or 9m3.1.3 of the International Fire, Code, comas from two datiom shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless bre apmretus access mads will connect with how re development, as determined by the fire code oM<la1. 01M REFERENEED STANDAPDS ASTM F22M-OS Standard Specification for Automated Vehicular Gate constructor 01035 ICC IFC-121ntemapoml Fire Code D102.5, NRIN0.ppXRa@gVIRM D307.3 UL 325-02 Dome, Drapery Gate, Louver, and Window Operators and Systems. with Revisions through DI03.5 February 2006 m Frederick County, VA Local ordinance referenced from hul//ecode•16o cam/87Og9A9 §90-4 General requirements The following requhemmts shall apply to all construction or laud development activities in areas of the (lournYm which thio article aPPli.: A, M. Ofeaceasf FSre Departnsen[apparetus. (1)Themeans dacce. for Fire Department appvrams and Forma l shall consist of fire lanes, private stems, streets, pooling ]m Imes ora oombmato ,thereof (z) Parking is any means of.cese shall nM bepermitted within Li Beet of a fire bydreny sprinkler m Nicol pe cometion or in any other m.mer which wW obs d or interfere with the FireDeparmrmCs use dthe hydrant or mmemon. (3)' No parking" signs or muchor deagvehon indicating that parld,a prohibited a effi be provided at all normal and emergency access points to model and within 15 feet death fire hydrant, sprinkler or standpipemmaon.. B. Fire lanes. (I) The Flre Marsbel or his/her desomuxl representative, in mmcest with the Judd selected the crucia , may d-ig vete both public and private fire benne As required for the efficient and effective use d fire apparatus Said fire lanes shallbe narked in a manner prescribed by no Fire Maralvl or hiel designated replesmmtive. Parking in Is designated fire One shall be.."Bed by Mal 158, Vehicles and Tlaffic, of the Ihederick County Code. (z)Fire lmse shall be at less[.. feet in width, wiN the road edge dmMte the stmmure at least re feet from the structure, be constructed da lard ill-we.hAr surface adequately d.I Mto ab,,, any firs appacams Dimly te be operated m such fire lane . be d subsurface construction designed to rapport the Fannie, loads we the above surf race and be wrered with no more than three inches of soil or and, or both, Andbe designed with radii ofeufficieut length to Ams, t safe turning by any fire appowce Walt in be operated on such fire lane. (3) Tire laces concocting to public streets, mndw., or privateshxt. shall be provided with corb cub extending at lean two fed beyond each edge of the fico lane. (4)Chvas or othen harriers may be provided m the entrance in the lanes or private mods, provided that they ore instedhol extending to the requirements of the Authority H giving Jurisdiction. C. Positing lot lane. Parking lot lanes shall have a sdnkmum of 15 feet deer width betneen rows of parked vehicles for vehicular access and mov.nent. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS is SECTION D101 GENERAL DIOIA Scope Fire apparatus access roads shall be In accordance with this appendix and all other applicable requirements tithe International Fire code. SECTION D102 REQUIRED Access D102.1 Apren and loading Facilities, buildings or portions of buildings hereafter constructed shall be anessfble be fire department apparatus by way plan approved Ore apparatus access road with an Inches, connote or other appmvad driving su me ramble of supporting the Imposed load of fire apparatus weighing at least 75,000 pounds (34 050 kg). SECTION Din MINIMUM SPECIFICATIONS DIWJ Accent mad width wish a hydrant Where a fire hydrant Is located on a fire apparatus access road, the minimum roatl width shall he 26 feet (M25 mm), eadusive of shoulders (see Rgure 0103.1). R m Y P 9Y IN� rap m; m m m assruoTboyesstan ecowery ma rad a/.a. amN Anse F. m'I 'I' I'� r;,n rP , m31 er i.Fogiwy 004EAp PCCEnrPBwENtEnHPTNE esu. u.aN•__ ms»FamruXRmXEao FIGURE D1o3.1 Duel FIRE APPARATUS ACCESS ROAD mRNAROUI D103.2 Gross Fire apparatus acre.s roads shall not exceed So percent in grade. Exception: Grades steeper than SO percent as approved by the fire chief. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 40 010.3 Tu..[,radio, The minimum turning radios shall be determined by the fire code official. D103A Dead ends Deadcnd fire apparatus access me& In excess of ISO feet (45 MO mm) shall be provided with width and tumaround pmNdom In aocordamu with Table D303A. TABLE DO" REQUIREMENTS FOR DEAD END FIRE APPARATUS ACCESS ROADS neturnsfined lmm NRIN0.ppXRa@gVIRM O. L'AI M wasseq ala 151-M m Unica NamnxTexafe, or - a64w 4le"WaraideacinxuNenn wish NwxdMm, all 16 1YO.ko1Ilwnmamead.. r c, 9glod dlamewaY-dseaFMemrtlwwe Mlh Flpue0103.1 awTN Special Worse mauled 0103.5 Rre.0"1 naccess roatl geha Gates securing the fire sopa reins access roatls shall comply with all of the following criteria: 1. The minimum gate width shall be 20 feet hal mm). 2. Germs shall be of the swinging or al fund, type. 3. Construction of gates shall be of materials that allow, manual operation by one person. 4. Gate components shall be maintained in an operative condition mail times and replaced or repaired when defective. S. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergenry opening deWces shall be approved by the fire code offidal. 6. Manual opening Adds shall not be laked with a padlock or chain and padlock unless they are cable of befog opened by means of forcible entry mole or when a key box comes InIng the key(s) W the lock is Irsstalied at the gate bastion. 7. Looking dike spedificatiom shall be so friction for approval by the Ore code official. S. Electric gate operators, where provided, shall be listed In accordance with UL 325. 9. Gates Intended far amomatic operation shall be douped, constructed and installed to comply with the requintments of ASTM F 2200. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS is Dim.651gm Where required bythe flre mtle affidal, fire apWratus access rinds shall remained with permanent NO PARKING -FIRE LANE egne complyingwith Figure DSD3.6. figre shall baser minimum dimension d 121nchee (3Q6 mm)wide brig Inches (457 mel high and have red letters on a whore reflective background. signs shall he posted on one or both sides ofthe fire apparatus road As required byS upon 0103.6.1 or D303.6.2. SIGN TYPE "A' SIGN TIME 'C' SIGN TYPED" SIGN TYPE MODIFIED '0' NO PARKING PARKING PARKFNG PARKING F=`E F�=E FIRE LANE I "Re" LANE �. I F 21 �IY� FIGURE DIM.6 RRE LANE SIGNS D103.6.1RoadsWW26f bwidth Fire lane signs as specified in Sedlon D103.6 shall he posted on boN sides of the apparatus access roads that are 20 to 26 feet wide (6096 to 7925 own. D103.6.2 ROWS more than 26 feet In width Fire lane signs as specified In Section D303.6 shall be Posted on one side of fire apparatus access roatls more than 26 feet wide (M25 mm) and leas than 32 k. wide (9754 mm). SECTION DIN COMMERCIAL AND INDUSTRIAL DEVELOPMENTS pool Bulldhare exceedin Once ..it. or W feet in height Buildings or facilibes exceeding 30 Net (9144 mm) or hree dories In height shall have at least two means dflre appamtos..a. for each sVucture. Dull Buildings excxdls, 63,000 equate feet in area Buildings or facilities having a gross building area of more than 62,000 square fest (5760 m2) shall be provided with two separate and approved fire appannus.cess roads. Exception: Projects havima gross building area ofup to 124,000 square Bad (11520 m2) that have a single approved fire apparatus access road when all buildings are equipped throughout with approved automatic sprinkler rystems. 0 z W W z as, V W IFIIm LU W �Z W I� UJ a Z wa a = J O Cn W ^W^ IL X W Rev. No.1 Date Y L-XEPLEF N0.32809 DATE: SEPT. 15, 2017 SCALE: 1" = 20' DESIGNED BY., JNT FILE NO. 3484E SHEET 14 OF 15 DWG #17-06