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HomeMy WebLinkAbout07-17 Site PlanPlan Revisions Date Comment 3-20-20171 REVISED PER FREDERICK COUNTY COMMENTS 13-24-20171 REVISED PER VDOT COMMENTS I I6-13-20171 REVISED PER VDOT COMMENTS I 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 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 N {p O pp 00 T C C%l C4 V N J C ttoo ?i C d IMO N a� oc cy cam` �y Oiirn r C CL u- s VA 0 3 I" - SITE PLAN #07�17 STONEWALL MAGISTERIAL DISTRICT FREDERICK COUNTY, VA Power: Rappahannock Electric Coop 137 Kelly Court Front Royal, VA 22630 1-800-552-3904 VICINITY MAP SCALE: 1" = 1000' OWNER/DEVELOPER CB VENTURES 415 W CECIL STREET WINCHESTER, VA 22601 540-313-5132 Sheet List Table Sheet Sheet Title Number Rev. Rev. No Date 1 Cover Sheet 2 General Notes and Legend 01 3-20-2017 3 Stormwater Management 01 3-20-2017 4 Water Quality 5 Boundary and Existing Conditions 01 3-20-2017 6 E&S Phase I 7 E&S Phase II 8 E&S Details 9 E&S Details 10 Site Plan 02 6-13-2017 11 Site Plan Ol 3-20-2017 12 Grading Plan 02 6-13-2017 13 Grading Plan 01 3-20-2017 14 Landscape Plan 15 Landscape Notes & Site Details 16 Amoco Lane Plan & Profile 02 3-24-2017 17 Amoco Lane — Cross Sections 01 3-24-2017 18 Auto—Turn Analysis 01 3-24-2017 19 Storm Profiles & Computations 02 6-13-2017 20 Water & Sanitary Profiles 01 3-20-2017 21 VDOT Details Ol 3-24-2017 22 VDOT Details & Misc. Details 02 3-24-2017 23 FCSA Details 01 3-20-2017 24 Proffer Statement Ol 3-20-2017 25 Life Safety Plan 26 Photometric Plan 27 Photometric Plan Details SUP FEY 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 FREDERICK COUNTY ZONING ADMINISTRATOR DATE *APPROVAL OF THESE PLANS SHALL EXPIRE FIVE (5) YEARS FROM THE DATE OF PLANNING APPROVAL E-+ W O U W Z) Z H O Q Lic. No. 32809 11-Svzy -20! DATE: 05-04-2017 SCALE: 1" = 1000' DESIGNED BY. JNT FILE NO. 2022C SHEET 1 OF 27 17-05 GENERAL NOTES VDOT GENERAL NOTES PROJECT NOTES LEGEND 1. Greenway Engineering, Inc. (GE) issued this plan set based on project criteria dictated by the FREDERICK COUNTY BUILDING INSPECTIONS DEPARTMENT NOTES - - - - -- EXISTING INTERMEDIATE CONTOUR -330 - client and municipal codes. This plan set is not considered complete orappropriate for P P PVl. All work on this project shall conform to the current editions of and latest revisions to o In construction until ALL necessary agencies have given approval AND this plan set is signed and the Virginia Department of Transportation VDOT Road and Bride Specifications and g p P (VDOT) g P Building shall comply with The Virginia Uniform Statewide Building Code. Section 309, use group g PY g g g P EXISTING INDEX CONTOUR --- -- --330 `D �- cN'Tc sealed by a licensed professional. Any work, planning, scheduling, material purchases and/or Standards, the Virginia Erosion and Sediment Control Regulations, and any other M (Mercantile), Section 303, Use Group A (Assembly), Section 310, Use Group R (Residential) and Loi � construction 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 Section 304, Use Group B (Business) of the Virginia Building Code/2012. Other Code that applies PROPOSED CONTOUR 400 A a e m °' r 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. are the International Mechanical Code for air change, the ICC ANSI A117.1-3-09 Accessible and EXISTING EDGE OF PAVEMENT ----------- = = 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 Usable Buildings and Facilities, 2012 International Energy Code, 2012, International Pool and Spa PROPOSED EDGE OF PAVEMENT t v A > ` �o seals�r 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) Code, and 2012 International Fire Code. EXISTING CURB AND GUTTER -- ----------- - ty Construction Standards and Specifications and/or current VDOT Standards and Rules and Regulations. All building shall comply with height and area requirements of T503 with applicable increases for PROPOSED CURB AND GUTTER 3 yr m , C R Speccurrifications. onsnt P V3. When working within VDOT right-of-way, all traffic control, whether permanent or 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 type of construction. TRANSITION TO REVERSE CURB 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--__r__- 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 Roof Drains shall comply with the International Plumbing Code, 2009. No water shall discharge for the contractor's schedules or failure to carry out the work. The Engineer is not responsible right of way. over pedestrian walkways. 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, an and all utilities, Handicap shall comply with ANSI A117.1-09. Van accessible shall be and EXISTING STORM SEWER WITH INLET t including traffic signal poles, junction boxes, con rollers, etc., owned y VDOT or private parking parking provided 4. The Contractor, Owner or Developer shall be responsible for securing any third party Public utility companies. It is the sole responsibility of the developer to locate and have a minimum of il' width with 5' unloading area or a minimum of 8' unloading area with an g g PROPOSED STORM SEWER WITH INLET inspection/testingservice to insure construction compliance with these plans and specifications. P P P i Identify utility facilities or items that may be in conflict with the proposed construction B' width per Section 502 ANSI. Signage shall comply with 1106.8 USBC. Maximum 2% slope EXISTING SANITARY SEWER WITH MANHOLE--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 required for parking and unloading. a employed to ensure that project is completed and materials installed meet the details and responsibility. PROPOSED SANITARY SEWER WITH MANHOLE s y specifications in these plans. 5. The location of existing utilities shown in these are taken from existing records. It shall V5. Design features relating to field construction, regulations, and control or safety of An accessible route shall be provided to the main entrance of the facilities. Accessible curb PROPOSED SAN. LAT. CLEANOUT �-- 5 S F� H plans be the contractors responsibility to verify the exact horizontal and vertical location of all existing utilities as needed to construction. The be for the traffic may be subject to Chan a as deemed necessary by VDOT. An additional expense g Y P Incurred as a result of any field revision shall be the responsibility of the developer. ramps shall comply with ANSI A117.1-09, All ramps require a minimum 3'x3' landing at the top and bottom of the ramp. A walk way can serve as a landing; however a minimum 3' width is EXISTING ELECTRIC SERVICE --E----E----E----E--- W prior contractor shall responsible digging test holes that be by these to required. PROPOSED ELECTRIC SERVICE E E of all may required, whether recommended or not plans, determine the exact location and elevation of existing utilities. If any conflicts arising from V6. i d b th l l VDOT L - If required y e local aneveopmence, a pre -construction conference Land D t Office, l t ti f shall be arranged and held by the engineer and/or developer with the attendance of the EXISTING GAS LINE --c----c----c----c--- !� this existing utility verification or if during the course of construction, any object of an Please note the requirements in Chapter 17 of USBC/IHC for special inspection requirements on F-1 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 work. the tf t e ype ostructure (Soils, concrete, etc.) Compaction/soil bearing/soil testing shall be required PROPOSED GAS LINE c G A La Z notify Greenway Engineering at (540) 662 4185 and/or the proper authority. Greenway for placement of new store. EXISTING WATERLINE W/ TEE -t-"1-�T� ry Engineering or any engineer associated with these plans shall not be responsible or liable for that be the installation V7. The contractor shall notifythe local VDOT Land Development Office when work is to W ' T I w PROPOSED WATERLINE W/ TEE �T y H an construction cost may associated with or reinstallation an utility Y Y Y Y begin or cease for any undetermined length of time. VDOT requires and shall receive 48 C& 0pp 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 any traffic impacts PROPOSED FIRE HYDRANT/VALVE/METER D& 0 m any legal responsibility which may be required by the code of Virginia or any other ordinance control plan that a VDOT maintained Interstate or Primary roadway to PROJECT CONSTRUCTION PHASING NOTE 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. The project will be constructed as follows: 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 entrances in accordance with Section 3.02 of the Virginia Erosion and ) g EXISTING EASEMENT -_ times. Sediment Control Handbook. Furthermore, access to other properties affected by this Phase 1 Construction will include the installation of the Pum Station and Force main to Red P PROPOSED EASEMENT ----- 8. Prior to the initiation of an land disturbing activities the Developer, the Contractor or the project shall be maintained through construction. Bud FM line (Refer to Pump Station Plan). All Amoco Lane improvement and entrance to subject Y g P Responsible Land Disturber shall obtain a Land Disturbance Permit from the County Engineer's site will be complete in addition to the main access through the site from Amoco Lane to the PROPOSED CENTERLINE office. The Contractor, Developer or his agent shall be responsible for obtaining a Virginia V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during the of Sheetz inter -parcel connection. Phase I will also include the associated utilities, storm piping EXISTING CENTERLINE Stormwater Management Program VSMP Permit and shall be responsible for the registration of g g ( ) P g and at end construction. collection and stormwater management facilities. The Land Bay 2 & 3 will be developed in EXISTING TREE LINE the construction site as required by law. They shall also be responsible for obtaining and Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a conjunction with all phase 1 construction. J P 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 LINEin no way relieves the developer or his agent of the responsibilities contained in the Virginia drainage facilities at conflict points. A Phase 2 and/or Phase 3 will follow the development of Phase 1 upon development of Land Bays FENCE(. -x -x -x -x x - Erosion and Sediment Control Handbook. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, 1 & 4. 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 ❑ Virginia Department of Environmental Quality DE or the United States Arm Corpf Engineers g P Q Y( Q) Y p g adequate design can be determined by the engineer and approved by VDOT. _ SIGNS ' 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 on the construction site. V13. All fill areas, borrow material and undercut areas shall be inspected and approved by PREVIOUS APPROVALS present a VDOT representative prior to placement of fill. A VDOT representative shall be present PARKING INDICATOR 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 REZONING #05-16 CB VENTURES, LLC. DATE: 07-27-2016 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 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. HANDICAP PARHING 11. A permit must be obtained from the Office of the Resident Engineer, Virginia Department of Transportation (VDOT) and Frederick County prior to any construction activities within existing V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches be in VEHICLES PER DAY COUNT 100 State right-of-way. shall compacted accordance with the lift thicknesses, density and moisture 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 E� 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 -i right-of-way. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these r Z 13. Warning signs, markers, barricades or flagmen should be in accordance with the State and plans and/or as specified by VDOT. SANITARY MANHOLE IDENTIFIER U) Federal Manual on Uniform Traffic Control Devices (MUTCD).CJ 14. The exact location of all guard rails and paved ditches will be determined b VDOT personnel. g P Y P "A V16. A post installation visual/video camera inspection shall be conducted by the W ~ 1 1 1 Q � 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 O LLI 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 Q and/or paved ditches will be needed. The developer will be responsible for providing guardrail each material type will be inspected or ten percent of the total amount for each size EXISTING SPOT ELEVATION X 735.4 E� H and paved ditches as determined b this joint inspection." Refer to Virginia Department of P Y J P g P and material type summarize All pipe installations lotions the plans not identified as storm be for inspection Z Z Transportation (VDOT) Guard Rail Paved Ditch Specifications. sewer pipe shall considered as culvert pipe sp purposes. Additional testing 355 � and may be required as directed by the Area Land Use Engineer or their representative. PROPOSED SPOT ELEVATION X W 15. All unsuitable material shall be removed from the construction limits of the site plan before r O M7 [- 8 placing embankment. V17. The installation of any entrances and mailboxes within any dedicated street LIGHT POLE W Z 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 - and are for preliminary design only. Final pavement design shall be based upon actual field developer. O W C3 Y tested CBR values. The Contractor or Developer shall be responsible for field tests per VDOT Z ` standards to obtain actual CBR values for final design. Final pavement designs will be approved V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement installed / by VDOT and/or the Owner/Developer, which ever applicable, prior to installation. markings shall be by the developer in accordance with the Manual On Uniform a 17. All springs shall be capped and piped to the nearest storm sewer manholes or curb inlet. The Traffic Control Devices. Q LLI ry1 a Q pipe shall be minimum 6" diameter and conform to VDOT standard SB -1. V19. The developer shall provide the VDOT Land Development Office with a list of all W 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 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 Land Development Office Z grading and/or site development permits. prior to acceptance of the work. Unit and total prices may be FCSA CONSTRUCTION NOTES PROJECT INFORMATION W ZO 19. Notification shall be given to the appropriate utility company prior to construction of water obscured, 1. The Authority's Water and Sewer Standards and Specifications are available at PARCEL IDENTIFICATION NO. 43 -A -48A, 43 -A -48C, 43 -A -48D, 43 -A -48E and/or sanitary sewer lines. Information should also be obtained from the appropriate V20. Aggregate base and subbase materials shall be on subgrade by means of a E-1 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 h mac anical spreader. Density will be determined using the density y control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A www.fcsa-water.com. STREET ADDRESS: 165 AMOCO LANE PROJECT SITE AREA: 4.95 ACRES (4 PARCEL TOTAL UJ 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 2. The contractor shall adhere to the Authority's standards and specifications in effect at DISTURBED AREA: 6.37 ACRES (4 PARCEL TOTAL) INCLUDES OFFSITE 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 the time of construction. CURRENT ZONING: B2 & IA the finished grades in the installation of their utility lines. depths, a VDOT representative shall be notified and given the opportunity to be present CURRENT USE: VACANT/UNOCCUPIED 21. All utilities to be located underground. during the construction and testing of the density control strip. 3. The contractor shall coordinate with and arrange for inspection by the Authority. PROPOSED USE: HOTEL RESTAURANTS WITH DRIVE-THRU AND 22. Contractors shall notify operators who maintain underground utility lines in the area of proposed excavating or blasting at least two (2) working days, but not more than ten (10) V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the 4. The contractor shall connect a new sewer line to an existing manhole by core drilling RETAIL COMMERCIAL REQUIRED SETBACKS: FAR CALCULATION: Q working days, prior to commencement of excavation or demolition. VDOT Road and Bridge Specifications. Density shall determined using the density the manhole. 23. The developer will be responsible for the relocation of any utilities which is required as a d control strip as specific in Section and 6. . certified compaction technician these FRONT (I81 & MARTINSBURG PIKE): 50' TOTAL LOT AREA = 4.95 ACRES=215,622 SF result of his project. The relocation should be done prior to construction. shall perform copies testVTMre r tests. Certified copies of test reports shall be submitted daily, unless specific otherwise. A VDOT representative shall be notified and the the 5. Anew water (or forced sewer) main shall be connected to an existing main by a wet FRONT AMOCO LANE): 35' TOTAL FLOOR AREA = 48,301 SF ( ) 24. All parking lot/street light and dry utility design shall be performed and provided separately given given opportunity to be present during the construction and testing of the control strip. tap. The Authority shall furnish all needed material and make the tap. An Application REAR: N/A BUILDING AREA/LOT AREA = 0.22 < 1.0 by others. All dry utility and or lighting information shown hereon is as specified by others for Wet Tap shall be submitted and the initial fee paid before tap is made. SIDE: N/A 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 below the bottom LANDSCAPE AREA = 4.95 public agency requirements. Greenway Engineering has not performed the lighting and/or dry and shall explored of the excavation to determine the 6. Exact locations of water and sewer services on new lines are to be coordinated with the PROVIDED SETBACKS: REQ. 15% = 0.74 ACRES OR 32,234 SF 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 Authority's inspector. Y P FRONT (I81 & MARTINSBURG PIKE): 68.4' PROP. 20% = 1.01 ACRES OR 43,995 SF illumination on this project or the adequacy of the dr utility to service the site. P J q Y Y Y 1 exploration to the engineer and VDOT for approval prior to pacing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, or FRONT (AMOCO LANE): 46.7' SIGNS ALL SIGNS SHALL BE IN 25. All sanitary sewers, water mains and appurtenances shall be constructed in accordance with yielding, otherwise unsuitable foundation is encountered, the foundation design and/or need for 7. The Authority's maintenance division shall furnish and install all water meters through SIDE: NA CONFORMANCE WITH THE the current standards and specifications of the Frederick County Sanitation Authority. foundation stabilization shall be determined by the engineer and approved by VDOT. 2 inch in size. It is the contractor's responsibility to have the meter box assembly REAR: NA FREDERICK COUNTY ZONING 26. All stormwater piping and structures shown on these plans are only accurate to the inlet or installed correctly. Before a permanent meter is installed: 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 a. The meter box, with its frame and cover, must be properly aligned with the ORDINANCE SECTION *35' ORDINANCE 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 coppersetter. MAXIMUM BUILDING HEIGHT: SIGNS & SECTION drawings as provided by the manufacturer. Contractor shall make adjustments to pipe guardrail layout to be given by VDOT after grading is mostly complete. b. The frame and cover shall be set to final grade. PROPOSED BUILDING HEIGHT: 59' 165-704.05 INTERSTATE AREA alignments base on provided shop drawings. Greenway Engineering will not be held responsible C. The distance between the top of the cover and the coppersetter shall be *HOTELS IN THE B2 DISTRICT MAY BE OVERLAY DISTRICT REGULATIONS 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 between 18 and 21 inches. UP TO 60' (SECTION 165-201.03(6, submit shop drawings to Greenway Engineering for review and approval at contractor's expense. letter. d. All components of the meter box assembly shall be in proper working order. HEIGHT LIMITATIONS.EXEMPTIONS) ANY PROPOSED BUILDING MOUNTED Rev. No. Date Shop drawings will be reviewed for compliance with design plans. The Owner or Developer will V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these SIGNAGE WILL BE REVIEWED AND 01 3-20-2017 be responsible for an redesign as a result of structural shop drawing design. P Y g P g g plans and/or as by VDOT. 8. For services that connect to existing lines: g PARKING SETBACK: APPROVED AT TIME OF BUIDLING 27. Controlled fills shall be compacted to 95% of maximum density as determined by method "A° specified a. The Authority shall furnish and install: Y FRONT: 10' PERMIT. 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 5/8"x3/4", 1", 1 1/2" and 2" water services REAR: 5' TH 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 g p P YP 2• all sewer services. SIDE: 5' MAX SIGN HEIGHT=12' to pavement construction. If a geotechnical report has been prepared, it should supersede the condition of the foundation. The contractor shall submit copies of borehole logs and b. The owner/developer shall: requirements in this note. 28. Refer to Geotechnical Engineer for details for report findings of foundation exploration to the engineer and VDOT for approval prior to 1. coordinate (or have the contractor coordinate) the location of the service MAX SIGN AREA= 150 SF SIGN SETBACK: ✓• methods, materials and construction of all constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard lateral with the Authority's engineering assistant FRONT: 10' LOADING SPACES REQ'D: 5 !f U earthwork activities. PB -1. Contrary to the Standard, where rock is encountered and cast -in-place box is 2. submit an Application for Service and a the required fees. PP pay q LOADING SPACES PROP.: 5 P4�9 RA Y L. LER 29. An retaining wall 2 ft. or greater in height shall require the issuance of a separate building Y g g g q P g proposed, the thickness of bedding shall be six 6 inches. Where soft, Zeldin or P P g () yielding, REAR: 10' "d LIC. N0. 32809 permit. otherwise unsuitable foundation is encountered, the foundation design and/or need for 9. All water service lines must have a backflow prevention assembly double check valve or P Y ( PARKING TABULATION SIDE: 10' PARKING REQ'D PARKING PROVIDEDi 9as1 )h 30. Construction debris shall be containerized in accordance with the Virginia Litter Control Act; foundation stabilization shall be determined by the engineer and approved by VDOT. RPZ, as required). The assembly must meet ASSE standard number 1015 1013. 74 ROOM HOTEL = 1 PER ROOM 74 74 'J U`� -Z 17 no less than one litter receptacle shall be provided at the construction site. or 31. These plans identify the location of all known gravesites. Gravesites shown on this plan will 10. All fire lines must have a backflow assembly (detector double check valve or FAST FOOD W/DRIVE THRU 1.4 PER 100 SF SEATING `rIoNAL be protected in accordance with state law. In the event gravesites are discovered during prevention construction, the owner and engineer must be notified immediately. RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any AREA 32. Individual sign permits will be required from the Zoning Office for all free standing and/or exterior, privately owned fire line shall also have a fire service meter. The assembly shall be 3500 SF (1600 SF SEATING AREA) 25 43 facade signs prior to erecting the sign and may require a separate building permit.. TRIP GENERATION DATA installed immediately before the backflow prevention unit. Radio read remotes are required. 2413 SF & 1658 SF (1700 SF SEATING AREA) 24 24 DATE: 05-04-2017 11. The Authority shall review the mechanical plan(s) for design and material approval of a RETAIL 1 PER 200 (1540 SF & 925 SF) =2465 12 61 CLASS USE * TRIP RATE VPD building's: SCALE: N/A FIRE MARSHAL'S NOTE a. domestic water meter and its backflow prevention device, and/or its n TOTAL = 202 (INCLUDING 12 ADA SPACES 3fo 6.92 VPD PER OCCUPIED ROOK HOTEL [WEEKDAY) 100 ROOM (ASSUMED FULL OCCUPANCY) = tOD x8.92 892 AVO. TRIP PER DAY b. fire service line's backflow prevention device. FCSA PROJECT INFORHATION DESIGNED BY: JNT Fire lane markin s and sl naEe: �T- 934 FAST FOOD WITH DRIVE THROUGH WIROOW 496.12 VPD PER 1,000 SF FLOOR AREA(WEEKDAY) 3,300 SF 12. DEQ must also approve sewer um stations. FCSA requires a c0 of DEQ's Certificate to PP pump q PY Calculation of demand/discharge Any "No Parking" signs and yellow painted curb locations will be installed [TOTAL FLOOR AREA) / 1,000 SF = 3.3 3.3 x 496.12 = 3,472 AVG. TRIP PER DAY Operate and a copy of the stations DEQ approved 0&M Manual. These documents must WATER AND SANITARY SEWER USAGE WATER DEMAND FILE NO. 2022C by field inspection at the direction of the Fire Marshal's Office. be received before substantial completion is issued and water meters released. *Residnetial: 235 gpd per connection 826 RETAIL 44.32 PER 1000 SF FLOOR AREA 1.5x44.32=66.48 AVG. TRIP PER DAY WATER DEMAND 3622 GPD *Commercial: 75 gpd per 1,000 sf SHEET 2 OF 27 TOTAL SF = 1540 SF/1000SF =1.5 OCT 2011 SANITARY SEWER DISCHARGE 3622 GPD *Industrial: 25 gpd 0 10 persons per acre * TAKEN FROM ITE TRIP GENERATION 9TH EDITION 17-05 SEWER DISCHARGE Sewer discharge equals water demand N H 00 T E 0 K' N�\� / ��•� \�e a \ \\\\CO OPO D /� �' l \� 0 IM u rL \` \ \\` �\ S'(� RMWM MANAGEME BERM2 T F \\\ `�\ \\\�\\MR- \\F 11 d �/ Il \ 11 L�j �/ �I �S\\ Q C7 P' /�� rs Al `T-+ .14 1� DRAINAGE4% 1/�\// / ' \ /n/! N -SITE DRAINAG _ A.=1.29 ACRES \ \\� \ \l LJ AREA "3" ) \\ \ \ \ (STING // /�// �/� G\ I D.A=1.92 ACRES ) \ �� CO CRETE i1 \ �)< / // �� �)/1 //�/' / \ �\�\\ EXISTING \�` CONCRETE L H \�HA EL} 6HANNEL Zy UJ 0Cd �// 5cN L 1 / \\``� " \ e\ \\\\ F -TE DRA AGE / SI AREA ,.4.. / O� I E BR AIN G 00 D.A.=0.79 ACR S\� 1 °>ni/ < 1 I AREA ,.4.. \ D.A =0.87 ACRES _ / }y tIN $ 9 // M *� / I PROP SED fSFF-SITE DRAINAGE / 1 1i / ( / I 1 \\ 'AREA "5^ �� / / 1r / ON-SITE DRAINAGE / 1 ` I / I AREA "T' ` 1 \ \ \ �.A: 6.38 ACRES 1 / /I / / / l , N- ! / / FF -SITE DRAINAGE I / REA "2" I 1 / / AREA "5" y I STORM ATER \ ` ANAGE ENT W a®w \ B M #1 ` ,l - { / ( I D.A =3.03 ACRES \\ ( \ ® CN=94 % I ` / 11 ) 11 ` // L j { A=3.43 ACRES =� / / / �. ¢a DA -6.50 ACRES \ lei \III`\`3Y a�@ , r /-r .ice \�1\-- 1 I C\1 ( / �// o, ,\ + I i\�W-1 j 7T/I //1 \ I I I OFF -SIT D6INAG \ ( l // o (\�1}\IIRI won \ I I \ / 0 1 f �.1��!'TL, /COFF-SITE' (NAGE OFDRAINAG AREA "1" \\ / _ i ��/ \ --� / �►O�F-SI DRAINAGEv / �' 'ice �, AREA "6" AREA "I" _ � AREA "6" D.A.=0.20 ACRES \ v � 7) �r D.A=0.44 ACRES CN=87 ,I { \ \\ � / / - / D.A.=0.49 ACRES CN=91 \ CN 88 19 ACRES \\\\\ { \� [-i � CN=87 I SWM PRE DEVELOPMENT DRAINAGE DIVIDES SWM POST DEVELOPMENT DRAINAGE SWM LEGEND DIVIDES V) Q 100 0 100 200 100 0 100 200 --- -' SITE BOUNDARY 1-6 DRAINAGE AREA LABELSZ _ Z SCALE: 1" = 100' SCALE: 1" = 100' DRAINAGE DIVIDES di i Z O DRAINAGE AREAS TO MANAGEMENT i/ U W I I I x 1\/� GROUND SURFACE GROUND SURFACE BERMSTORMWATER BERM #2 T� rJ�J DRAINAGE AREAS TO P� ELEV=693.5 WEIR: WEIR: 100 -YR ELEV=701.0 WEIR: WEIR: WSE=692.01' - LENGTH=19' LENGTH=0.7' LENGTH=15' LENGTH=0.15' 100-YRf WSE=698.31' / / j STORMWATER MANAGEMENT %�� BERM #1 M W� I.LJ (0' DEEP=2 5' DEEP=2 5' O U W EXTEND P ELEVe691,5 y a r P ELEVc698.O s a` 0 �, a ` a d' a 1 ��04� CONCRETE `� / S(0 0,15' Fcli a ,. T. WALL S INTO I F 8 EXTEND Overview a a 1 S� Oen CONCRETE 2. WALL 3' INTO The CB Ventures site is located on the west side of Interstate 81, south of Martinsburg S.1 Channel Protection To meet channel protection requirements two stounwater management berms are proposed and the Energy Balance Equation; from 9VAC25-874-66-B-3, was used to evaluate the study point. C/1 4 BOTTOM EARTH BANK " BOTTOM" 9 I EARTH BANK pike (Route 37), and west of Amoco Lane (Route 839) in Frederick County Virginia and The proposed lYR 24 HR storm event was reduced to the required maximum peak flow rate (/� ELEV=689.0 ELEV=695.5 19' 3'�--0.5' 0.5' 3' _ _ _ 15' �� _ _-I--0.5' _ _ _ _ 3' is within the Stonewall Magisterial District. This property is identified in the Frederick determined b the Ener Balance Equation for Study Point 1. y' g3' q °p - 1 1 - 1 1 - 1 1 - 1 1 - 1 1 - 1 1 - - - 1-1 - - - - - I I -I I I -I I I -I I I -I I I -I I I -I I I-1 II II I I -I I I -I I I -I ------ '-I I '-I ' I -III I I I-' I I -III-' I I -III-' I 1-1 1-1-III-III-III-I ISI I I I ( III -III I II I I' I II I '- } I -III-' I I -I ' ' I ' I-' I I -I ' I' ' I -I - - _ _ County tax maps as property identification number 43 -(A) -48A and is currently zoned r- -_ ' '-III-I I '-' ' I -III-' I I -I ' I- light industrial (B2}. This project proposes commercial buildings with associated parking -III- III -III - I I I I I (- I lots and utilities. The site area is acres of which approximately 4 95 acres well be lYR Storm Event DA Required Peak Flow Post -development Peak Flow Study Point #1 23.45 cfs 23.20 COMPACTED COMPACTED meet are r disturbed for construction. To meet SWM requirements we are proposing two cfs SUBGRADE SUBGRADE stormwater management berms. To meet BMP requirements we are proposing purchasing 5.2 Flood Protection water quality credits. To meet flood protection requirements of 9VAC25-874-66-C-2-b the post -development peak STORMWATER MANAGEMENT BERM #1 - PROFILE STORMWATER MANAGEMENT BERM #2 - PROFILE 1. Pre -development p and noadd;ponaldovnsttreewnanal analysis was yfo St dy°Points .Seepsm marytaeak low'rates } necessary summary table NTS NTS The existing site is mostly, pavement and gravel from previous commercial activitywith below. some light woods along the southern property line. The majority of the site drains from 10YR Storm Event northeast to the southwest property line, which is labeled study point 41, The terrain is mildly sloped with slopes in the range of 0.5-12%. DA Pre -development Peak Flow Post -development Peak Flow Study Point 41 61.96 cfs 61.38 cfs TOP ELEV=691.5 8" TOP ELEV=698.0 8" Study point i has a drainage area of 12.74 acres with 7.79 acres offsite area 1,4 5, & 6 p g ( � ) 1- Summary NOTES 2' WIDE 2' WIDE and 4.95 acres onsite (areas 2& 3). NOTES The water quality requirements willbe met by purchasing water quality credits. An affidavit of BOTTOM TRAP. DITCH 1. SEE STRUCTURAL PLANS FOR STRUCTURAL DETAILS BOTTOM n M ON WEIR WALL. (TO BE DESIGNED BY OTHERS AND M TRAP. DITCH ELEV=689.0 TO OUTFALL ELEV=695.5 TO OUTFALL 1. SEE STRUCTURAL PLANS FOR STRUCTURAL DETAILS ON WEIR WALL. (TO BE DESIGNED BY OTHERS AND 2. Post -development Conditions credit of sale for 1.69 pounds of phosphorus from one of the DEQ approved nutrient bank facilities for Frederick County within the Potomac watershed will be provided to both DE and P Q Rev. No. Date SUBMITTED TO FREDERICK COUNTY DEPARTMENT OF 0.5 1.5' - 0.5 1.5' = PUBLIC WORKS PRIOR TO CONSTRUCTION) WEIR WALL SUBMITTED TO FREDERICK COUNTY DEPARTMENT OF PUBLIC WORKS PRIOR TO CONSTRUCTION) WEIR WALL The post -development conditions include the paved parking, buildings, grass areas and Frederick County prior to issuance of a land disturbance permit. The storm water requirements (channel and flood protection) were met by two proposed stonnwater management berms for 01 3-20-2017 00 `2.67' TO BE SIMILAR TO MODIFIED VDOT ENDWALL DETAIL 22 (EW -1). TO BE SIMILAR TO MODIFIED VDOT ENDWALL DETAIL two stormwater management berms. All of the construction is located within study point study point 41. _ (- 2. ALL CONCRETE TO BE CLASS A3. FOR COMPLETE I- (I- - ,_ INFORMATION SEE VDOT ROAD AND BRIDGE COMPACTED STANDARDS, VOLUME ONE, 2001. COMPACTED (EW -1). #1. The proposed stormwater management berms are located in the drainage area to study 2. ALL CONCRETE TO BE CLASS A3. FOR COMPLETE point #1 INFORMATION SEE VDOT ROAD AND BRIDGE STANDARDS, VOLUME ONE, 2001. The VA Runoff Reduction Method (VRRM) was used to verify BMP requirements were mel. HydroCAD software version 10 build 15 was used to route the hvo stormwater management TH OF {q SUBGRADE 3. REMOVE TOPSOIL IN WEIR/BERM AREA PRIOR TO SUBGRADE 3. REMOVE TOPSOIL IN WEIR/BERM AREA PRIOR TO Study Point 1 contains 12.76 acres and is subdivided into sub -areas 1 through 6. Areas berms to verify SWM requirements were met. INITIATING BACKFILL, COMPACTION AND INITIATING BACKFILL, COMPACTION AND 1,4,5, &6 are 8.04 acres of offsite area. Areas 2 & 3 are 4.72 acres of onsite area. Areas 2, RA Y L PLER CONSTRUCTION. STORMWATER MANAGEMENT BERM #1 - TYPICAL SECTION STORMWATER MANAGEMENT CONSTRUCTION. 3,4, & 6 drain to the proposed stormwater management berms. BERM #2 - TYPICAL SECTION 3. Water Control The design engineer shall be required to certify that the stonnwater management facilities have been constructed in accordance with the approved plan, ��Lic N 0. 32809 0� Quality (BMP) `rIONAL NTS NTS The Virginia Runoff Reduction Method for New Development Worksheet v3.0-2011 Standards and Specifications was used to verify compliance of the water quality control DATE: 05-04-2017 requirements. The required phosphorus reduction for the site is 1.691b/yr. Water quality credits will be purchased for the total 1.69 lb/yr required by the VRRM spreadsheet to comply with water quality (BMP) requirements. SCALE: 1"=100' 4. Water Quantity Control (SWM) DESIGNED BY: JNT The proposed stormwater management berms are proposed to satisfy water quantity FILE NO. 2022C requirements of channel and flood protection. 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OF 1 \ / A700.77WO x 7012 SURREY AND TOPOGRAPHIC INFORHATION 1. Boundary survey was performed by: GREENWAY ENGINEERING Dated: 08/08/2016 2. Topographic mapping performed by: GREENWAY ENGINEERING Dated: 12/09/2015 x 718 ! // / / -�\ \ \ \\ \ \ \I,\ \ \ !/ / / /! j� /' ��-_ `\ �� \\ \ N `� \\\\\ \ \ 40 20 0 40 80 \ 70&7 \ IN \N. N-\ \ /9�1N 1 - 94.25 = �� \\ \ \\ \ \ \ \\\\ \ SCALE: 1" = 40' V = \\ \ \\ \ \ \ \ - R OT j - > � \ 1 \ \ \ \ \\, \ \\ \ !/ //l 30 6'9589/ / °o\�\ \ \\\ \ \ \ \� \\\\\ \\ \ \ / /!I \ \ \ \ \\\ \ \ / /l/ Or.s\\\ \\\\� \\ \`\\`\\\\ / I ` x �� 7u i 1 \ \�\� �� \\\ \\M1.21 Ilz IN \\mo / / / \ / / 13b.14 1 \\\ \� �\ o\\\ \ \ \ \\\\\\\\\\ / S ,67'29 !_ -\ \ \ \ \\ \ \\ \\ \\ \ \ \ IN, \ J NN / �� \�\ \1\\\\ \ \\ \ \ \` \ \ \ \\ \ \ \ \\ \\ \ \ \ \ Il / Ora / / \ 1 I I \ / \\ \\ \_ x Q/ /!�//\ gyp• I/ / 1 \-- \� / \ \ \ \\\� /I / \ \ // \\ \ \\� /�\ 1 _ \ \\\ \ \ \\ \\ \ / \\l\\ \ \ \ \\��\ \ \ \\ \\ \ \ \\ ��\�\\�\\\��\\�\ \ LAND UNIT 4 \>/ //C/)� S\/ \ \ ( \\�\ \ \\\�4r &7 \\ \\\\\ 1�/ 1.041 ACRES �/7 )J) \ \\ \\\� // I 7 \/�ti/a�J// >\� \ \\ \\\ \\\ / �/ / / !!//IN 1IN, 1 / \ \ \ / r. � \ J \ \ \ \ \ J / \ \ \ \N \ \ \ \ \ \ \ /\ \ / / / // / \ \\ ` \\` \ \ems\\ ��\\\ \ \\ 5n / \ EB lS , J l \ \ \ \ \ \\\\ \ NN \ \ \\\ \,� \\ \ \ \\ \ \ \\ \ 7077 \ \ \\\\ I l OUTFALL n�� ,o / \ x \\�\1 \\�\\\\\\\\� tom\ \\\\\\\ \ �/ ! / \ J \ I \ \ \ (\ SIR. \F�>LE / \ \ s> \ \\\\ \\\ \�\ \ \ \ \ / TbP 701.42 o \ \\ \\ �\ /iNX /N=695.32 //I To BE \F J \ (V OUT 695.0 v\\y / G \ \F\MOVED) \ x701.3 a �K, �� x08.8 \/ \ \\\\ \\ \\\\ \\ \ mss"\ \ ' \ \ \\\\ \ \\� \ LAND 'UNIT 3 \ \ / ��/ / i ��! // �� ��\ / 9PFjycT 1 %\ \ \ 1 ! 1.0451 ACRES \\ s \ \\ \ \� \\ \\`\\�\ /TOP1701.45IN \\\\�\\ \\ x \ / 01.9 / IN /N=695.5$s �� \ I VOUT=695.47 / \ / i� `^ ✓ \ V \ %, ' , / / �l \ �✓ \ POTOMAC EDIS N \ \l ) \ \ \\ \\\\ \\ \\\\ \ \ \yam / AVO 1. / / / / \ T. / ` - CO. ESMT \ \ \\\� \\\\\\\\\\�\\ \ 4 \ KREMER PROPER IN / / \ \ \ \ \ \ \�\\ \ \ \ 1\ \ D.B. 892, PG. 1085 \ \ \\ \\ \ \ \ ) r\ INST/ 050007109 I \ \ - ( \ ` / / \ \ \ \ \ \\\\\ \\\ \ \ \ \ \ ZONE.- B2 \ \ \ \\\\\\\\\\\\\\\ \ \ / 02s / // / AUL ry / \ USE. SERVI \ \ \ \ \\N NN \\ \\ \�\\ \ \ \\\ y\ / x ! / / I \ \\� \\\ \ �9 \ \ \\las \ \ \\ qso \\ 1`\ i \ sze // I ; 1 \\a\ \\\\\\\\\ x \ / I (' \ \ \ \\\ \ T x CONC. f� / // \ 130' DRAINAGE ESMT / \ \ / x01.9 / / / PARKING? M t � \ 'bG \ / / I \\ \ \\ \ �` / / / \ D.B. 490, PG. 632 / \ \\\\\\ \ \\\ \\ \\ \ \\ \ \\ \ \ �/ x j '7 / I I ` I I EX INLET & ANY\\\\\\\\ \\\ \ \ IN, \ \ 70&4 / h / / J ASSOCIATED STORM / / 1 \ I / 1 V /N=695.9,6 \X // r / / 1 / / / \ \\\ \\ \\ \ I\ / I / PIPING I / \ \ \\\\ \ �4/V\ OUT=69.8 ,/ \�\ / / / / ! (To BE REMOVED)) I / / / 1 saxs > \ \ \ �\ \�\ \\\ \\ o \\ \ \ \\ / 702.5 Y/ / / / / ? l�) x703a n .,\ 1 w \ x / J / s / \ 6e 1 \�\ \ \\\ \ \ \ / x / \ ! / / \ / y / mss / / // j / // I I I I / / / L F. \ \� \\ \ \ \ \\\ T.M. 43 -A -48A I \ \\ Pl/CO\ x \/ % //// / / t I 1 \ i i // CB -VENTURES LLCl/ / \ ��\\\\��\\\\\ \ \ / / , / ) Ex 1 1 )M'2x )� /� / // � 1 /l I O / INST No. 1500) x'639 / / \\� \ 015 I ,6 ��� / / \ ASPH�¢ LT 10 1 / ZONE: B2,& B3 � / \ \\\\\ � \ EX. < �'� POxTO s �� �\ \ / // 1 / I I USE: ( \ \\\\ �\ \\\\��\ \\\\\\� I PARING 1 / \ \ BUILDING \ / I I I / I \\\\\\\ \\ \\\\\ \ \ 083 xM154 (SHEETZ) ' ED(SO (\� �// 1 \ ) / l I ( / 9h' / 1 \ \ a1.3 \ \ \\ CO. 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PAVIS FILTER FABRIC LAYER OF FILTER FABRIC ATTACHED SECTION A -A FRT STH KEY 1N 6"-n": RECOMI@lDED FOR ENTIRE PER�.TER TOE OF FILLm -ra w owvNera' Mw. aE COURSE AOOREVW A SILT FENCE * B DISTANCE IS 6' MINIMUM IF FLOW �1 IS TOWARD EMBANKMENT MMsr ExrEND ruu. MM OF 3d (MIN.) A ° PLAN VIEW FLOW ♦...o,... ................., .. 12'""" dL0 IOPTIONAL / STONE COMBINATION PIPE OUTLET TO WELL =A DEFINED CHANNEL ,.*Viii.......:*ii0i*..... 7a'=r' PLAN VIEW -�II SECTION -A L a s• -r dd Flow ► 2.5' er= SECTION A -A FILTER CLOTH KEY IN 6"-B": RECOMIRNDED FOR ENTIRE PERDOTrER NOTES: 1. APRON LINING MAY BE RIPRAP, GROUTED RIPRAP, GABION REINFORCED CONCRETE aeon SPACE BASKET. OR CONCRETE. 2. La IS THE LENGTH OF THE RIPRAP APRON AS CALCULATED *VDOT #3, #357, #5. #56 OR #57 COARSE AGGREGATE C1A55 RIPRAP TO REPLACE SILT FENCE IN " HORSESHOE " WHEN =1.5PLATES HIGH VELOCITY OF FLOW IS EXPECTED SECTION B-13 3. d TIM THE MAXOmM STONE DLUIL'ER, BUT NOT LESS THAN a INCHES. SM A04PO from 1993 Maryhnd Standards for Sal emsm and Sediment Control, and Va. OStYC Plate 301-1 Source: Va. DSWC Plate 3.16-1 SOURCE: ADAPTED from VDOT Standard Sheets and Va. DSWC PLATE. 3.08-1 CONSTRUCTION OF A SILT FENCE (WITHOUT WIRE SUPPORT) 1. SET THE STAKES. 2. EXCAVATE A 4"X 4" TRENCH UPSLOPE ALONG THE LINE OF STAKES. T� FLaII � S. STAPLE FD.TER MATERIAL TO STAKES AND EXTEND IT INTO THE TRENCH. FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOD.. SHEET FLOW INSTALLATION (PERSPECTIVE VIEW) POINTS A SHOULD BE HIGHER THAN POINT B. DRAINAGEWAY INSTALLATION (FRONT ELEVATION) SOUR2: Adapted from 1Distallatien of Straw and Fabric Fdtar Barriers for Sediment QJ&VL 11,SVC PLATE. 3.05-2 Sherwood and Tyant BLOCK AND GRAVEL DROP INLET SEDIMENT FIL TER GRAVEL* FILTER OVERFLOW RUNOFF - WATER WITH SEDIMENT CONCRETE BLOCK 'r{e*Crl SCREEN r- FILTERED WATER DROP INLET WITH GATE SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT 1 #357 OR #5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE. 3.07-3 GRAVEL CURB INLET SEDIMENT FIL TER GRAVEL FILTER RUNOFF WATER SEDIMENT - CONCRETE GUTTER WIRE MESH FILTERED WATER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. e GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC PLATE 3.07-6 CRITICAL POINTS A. Overlaps and Seams B. Projected Water Line C. Channel Bottom/Side Slope Vertices %A B /rB ✓✓.////C Drawing Not To Scale NOTES: *Horizontal staple spacing should be altered if necessary to allow staples to secure the critical points along the channel surface. **In loose soil conditions, the use of staple or stake lengths greater than 6"(15cm) may be necessary to properly secure the RECP's. NORTH f Disclaimer: AMERICA The information presented herein is general design information only. For specific applications, GREEN" consult an independent professional for further design guidance. 5401 St. Wendel - Cynthiana Rd. PH: 800-722-2040 Poseyvitte, IN 47633 www.nagreen.com FAIRFAX COUNTY PUBLIC FACILITIES MANUAL ELEVATION VIEW r/{ 30" LAY FILTER FABRIC IN BOTTOM OF 3" WIDE TRENCH SSF XX -XXX SECTION VIEW SUPER SILT FENCE NO SCALE GROUND FENCING Chain link fence shall be 39" above grade with 3" embedded for a total fabric width of 42". The post shall be 42" above grade with 30" placed below grade (without concrete) for a total length of 72". NOTES 1. Chain link fence shall be fastened securely to fence posts with wire ties. 2. Filter fabric shall be fastened securely to chain link fence with ties spaced horizontally 24" at the top and midsection. 3. Physical properties of the filter fabric shall conform to the latest edition of THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 4. When two sectiops of filter fabric adjoin each other, they shall be overlapped by 6 . 5. Maintenance shall be performed as needed and material shall be removed when sediment build-up reaches 50% of the height of the super silt fence. Ref. Sec. 11-0110.3, 11-0110.37 SUPER SILT FENCE NO SCALE PLATE NO.1 STD. NO. 7-11 Drawn on: 3-16-11 CHANNEL INSTALLATION DETAIL 1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the channel by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12"(30cm) of RECPs extended beyond the up-slope portion of the trench. Use ShoreMax mat at the channel/culvert outlet as supplemental scour protection as needed. Anchor the RECPs with a row of staples/stakes approximately 12"(30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted sail and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12" apart across the width of the RECPs. 3. Roll center RECPs in direction of water flow in bottom of channel. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. Place consecutive RECPs end -over -end (Shingle style) with a 4"-6" overlap. Use a double row of staples staggered 4" apart and 4" on center to secure RECPs. 5. Full length edge of RECPs at top of side slopes must be anchored with a row of staples/stakes approximately 12"(30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. 6. Adjacent RECPs must be overlapped approximately 2"-5" (5-12.5cm) (Depending on RECPs type) and stapled. 7. In high flow channel applications a staple check slot is recommended at 30 to 40 foot (9 -12m) intervals. Use a double row of staples staggered 4"(10cm) apart and 4"(10cm) on center over entire width of the channel. 8. The terminal end of the RECPs must be anchored with a row of staples/stakes approximately 12" (30cm) apart in a 6"(15cm) deep X 6"(15em) wide trench. Backfill and compact the trench after stapling. CO W Z i, X W Rev. No. I Date Y A Y LEF Lic. No. 32809 119 - O,4 -Z� I I: DATE: 05-04-2017 SCALE:' N/A DESIGNED BY: JNT FILE NO. 2022C SHEET 8 OF 27 17-05 DIA. METAL FENCE POSTS CHAIN LINK FENCE CHAIN rLINK PENCE WITH ONE FILTER FABRIC LAYER OF FILTER FABRIC ATTACHED TO IT r TO �1 M !iii ♦...o,... ................., .. / 391, ,.*Viii.......:*ii0i*..... EMBED FILTER --j er= NNIA INTO GROUIND -;I ELEVATION VIEW r/{ 30" LAY FILTER FABRIC IN BOTTOM OF 3" WIDE TRENCH SSF XX -XXX SECTION VIEW SUPER SILT FENCE NO SCALE GROUND FENCING Chain link fence shall be 39" above grade with 3" embedded for a total fabric width of 42". The post shall be 42" above grade with 30" placed below grade (without concrete) for a total length of 72". NOTES 1. Chain link fence shall be fastened securely to fence posts with wire ties. 2. Filter fabric shall be fastened securely to chain link fence with ties spaced horizontally 24" at the top and midsection. 3. Physical properties of the filter fabric shall conform to the latest edition of THE VIRGINIA EROSION & SEDIMENT CONTROL HANDBOOK. 4. When two sectiops of filter fabric adjoin each other, they shall be overlapped by 6 . 5. Maintenance shall be performed as needed and material shall be removed when sediment build-up reaches 50% of the height of the super silt fence. Ref. Sec. 11-0110.3, 11-0110.37 SUPER SILT FENCE NO SCALE PLATE NO.1 STD. NO. 7-11 Drawn on: 3-16-11 CHANNEL INSTALLATION DETAIL 1. Prepare soil before installing rolled erosion control products (RECPs), including any necessary application of lime, fertilizer, and seed. 2. Begin at the top of the channel by anchoring the RECPs in a 6"(15cm) deep X 6"(15cm) wide trench with approximately 12"(30cm) of RECPs extended beyond the up-slope portion of the trench. Use ShoreMax mat at the channel/culvert outlet as supplemental scour protection as needed. Anchor the RECPs with a row of staples/stakes approximately 12"(30cm) apart in the bottom of the trench. Backfill and compact the trench after stapling. Apply seed to the compacted sail and fold the remaining 12"(30cm) portion of RECPs back over the seed and compacted soil. Secure RECPs over compacted soil with a row of staples/stakes spaced approximately 12" apart across the width of the RECPs. 3. Roll center RECPs in direction of water flow in bottom of channel. RECPs will unroll with appropriate side against the soil surface. All RECPs must be securely fastened to soil surface by placing staples/stakes in appropriate locations as shown in the staple pattern guide. 4. Place consecutive RECPs end -over -end (Shingle style) with a 4"-6" overlap. Use a double row of staples staggered 4" apart and 4" on center to secure RECPs. 5. Full length edge of RECPs at top of side slopes must be anchored with a row of staples/stakes approximately 12"(30cm) apart in a 6"(15cm) deep X 6"(15cm) wide trench. Backfill and compact the trench after stapling. 6. Adjacent RECPs must be overlapped approximately 2"-5" (5-12.5cm) (Depending on RECPs type) and stapled. 7. In high flow channel applications a staple check slot is recommended at 30 to 40 foot (9 -12m) intervals. Use a double row of staples staggered 4"(10cm) apart and 4"(10cm) on center over entire width of the channel. 8. The terminal end of the RECPs must be anchored with a row of staples/stakes approximately 12" (30cm) apart in a 6"(15cm) deep X 6"(15em) wide trench. Backfill and compact the trench after stapling. CO W Z i, X W Rev. No. I Date Y A Y LEF Lic. No. 32809 119 - O,4 -Z� I I: DATE: 05-04-2017 SCALE:' N/A DESIGNED BY: JNT FILE NO. 2022C SHEET 8 OF 27 17-05 ` EROSION N SEDIMENT C O N T R O L NARRATIVE Ca �®N STANDARDS OTHER MEASURES WHICH IS SATISFACTORY TO THE VESCP AUTHORITY TO PREVENT DOWNSTREAM EROSION. PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN SEVEN AN EROSION AND SEDIMENT CONTROL PROGRAM ADOPTED WITH THIS PLAN MUST BE d. THE APPLICANT SHALL PROVIDE EVIDENCE OF PERMISSION TO MAKE THE ci `0 PROTECT DESCRIPTION: 7 DAYS AFTER GRADE IS REACHED ON ANY PORTION OF THE SITE. TEMPORARY SOIL () CONSISTENT WITH THE VSECH FOR 9VAC25-840-40 MINIMUM STANDARDS: IMPROVEMENTS. �- E THIS SITE IS LOCATED ON THE NORTH SIDE OF AMOCO LANE ROUTE 839 IN THE STONEWALL STABILIZATION SHALL BE APPLIED WITHIN SEVEN (7) DAYS TO DENUDED AREAS THAT 0 cvComoc� MAGISTERIAL DISTRICT IN FREDERICK COUNTY. THIS PROPERTY IS IDENTIFIED IN THE FREDERICK MAY NOT BE AT FINAL GRADE BUT WILL REMAIN UNDISTURBED FOR LONGER THAN e. ALL HYDROLOGIC ANALYSES SHALL BE BASED ON THE EXISTING WATERSHED 10 COUNTY TAX MAPS AS PROPERTY IDENTIFICATION NUMBER 43 -A -48A AND IS CURRENTLY ZONED FOURTEEN (14) DAYS. SEEDING SHALL BE DONE IN ACCORDANCE WITH THE 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED CHARACTERISTICS AND THE ULTIMATE DEVELOPMENT CONDITION OF THE SUBJECT J : eo N r BUSINESS GENERAL DISTRICT (B2). THE SITE CONSISTS OF 6.37 ACRES OF WHICH APPROXIMATELY GUIDELINES, SPECIFICATIONS OF THE COUNTY AND OF THE VIRGINIA EROSION AND AREAS WITHIN SEVEN DAYS AFTER FINAL GRADE IS REACHED ON ANY PORTION OF THE PROJECT. _+ 6.37 ACRES WILL BE DISTURBED FOR THE CONSTRUCTION OF A HOTEL, SHOPS, RESTAURANTS AND SEDIMENT CONTROL HANDBOOK (VESCH). SITE. TEMPORARY SOIL STABILIZATION SHALL BE APPLIED WITHIN SEVEN DAYS TO f. IF THE APPLICANT CHOOSES AN OPTION THAT INCLUDES STORMWATER DETENTION, 9.7 in ASSOCIATED PARKING/TRAVELWAYS. DENUDED AREAS THAT MAY NOT BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR HE SHALL OBTAIN APPROVAL FROM THE VESCP OF A PLAN FOR MAINTENANCE OF THE EROSION CONTROL BLANKETS (VESCH 3.36) WILL BE INSTALLED OVER FILL SLOPES LONGER THAN 14 DAYS. PERMANENT STABILIZATION SHALL BE APPLIED TO AREAS THAT DETENTION FACILITIES. THE PLAN SHALL SET FORTH THE MAINTENANCE REQUIREMENTS EXISTING SITE CONDITIONS: WHICH HAVE BEEN BROUGHT TO FINAL GRADE AND HAVE BEEN SEEDED TO PROTECT ARE TO BE LEFT DORMANT FOR MORE THAN ONE YEAR. OF THE FACILITY AND THE PERSON RESPONSIBLE FOR PERFORMING THE MAINTENANCE. o THE TERRAIN IS GENTLY SLOPING TO THE SOUTHEAST CORNER OF THE PROPERTY WHERE IT FLOWS INTO A CONCRETE CHANNEL ADJACENT TO THE MERGE RAMP FOR I-81 SOUTH. MAJORITY OF THE THE SLOPES FROM RILL AND GULLY EROSION AND TO ALLOW SEED TO GERMINATE 2. DURING CONSTRUCTION OF THE PROJECT, SOIL STOCK PILES AND BORROW AREASg. OUTFALL FROM A DETENTION FACILITY SHALL BE DISCHARGED TO A RECEIVING LO 0 res m U.PROPERTY IS GRAVEL OR PAVED WITH PATCHES OF BRUSH AND TREES. THE SITE WAS A PREVIOUS PROPERLY. MULCH (VESCH 3.`35) (STRAW OR FIBER) WILL BE USED ON RELATIVELY FLAT SHALL BE STABILIZED OR PROTECTED WITH SEDIMENT TRAPPING MEASURES. THE CHANNEL, AND ENERGY DISSIPATORS SHALL BE PLACED AT THE OUTFALL OF ALL ai 333 COMMERCIAL BUSINESS THAT HAS BEEN REMOVED. AREAS AND WILL BE APPLIED AS A SECOND STEP IN THE SEEDING OPERATION, IN ALL APPLICANT IS RESPONSIBLE FOR THE TEMPORARY PROTECTION AND PERMANENT DETENTION FACILITIES AS NECESSARY TO PROVIDE A STABILIZED TRANSITION FROM THE ~ SEEDING OPERATIONS, SEED, FERTILIZER AND LIME WILL BE APPLIED PRIOR TO STABILIZATION OF ALL SOIL STOCKPILES ON SITE AS WELL AS BORROW AREAS AND SOIL FACILITY TO THE RECEIVING CHANNEL. MULCHING, FERTILIZER AND LIME SHALL BE INCORPORATED INTO THE TOP 4-6 INCHES INTENTIONALLY TRANSPORTED FROM THE PROJECT SITE. ADJACENT PROPERTY: OF THE SOIL BY DISCING, HARROWING, OR OTHER ACCEPTABLE MEANS FOR EROSION h. ALL ON-SITE CHANNELS MUST BE VERIFIED TO BE ADEQUATE. THE SITE IS BORDERED ON THE NORTH AND EAST BY MARTINSBURG PIKE ROUTE 11 AND CONTROL. WHEN APPLYING LIME AND FERTILIZER WITH A HYDROSEEDER, APPLY TOA 3. A PERMANENT VEGETATIVE COVER SHALL BE ESTABLISHED ON DENUDED AREAS NOT i. INCREASED VOLUMES OF SHEET FLOWS THAT MAY CAUSE EROSION OR INTERSTATE 81 SOUTH. DIRECTLY ADJACENT TO THE WEST IS A SHEETZ GAS STATION. THE SOUTH ROUGH, LOOSE SURFACE. OTHERWISE PERMANENTLY STABILIZED. PERMANENT VEGETATION SHALL NOT BE SIDE OF THE SITE IS BORDERED BY AMOCO LANE ROUTE 839 AND RESIDENTIAL PROPERTIES CONSIDERED ESTABLISHED UNTIL A GROUND COVER IS ACHIEVED THAT IS UNIFORM, SEDIMENTATION ON ADJACENT PROPERTY SHALL BE DIVERTED TO A STABLE OUTLET, BEYOND AMOCO LANE. MATURE ENOUGH TO SURVIVE AND WILL INHIBIT EROSION. ADEQUATE CHANNEL, PIPE OR PIPE SYSTEM, OR TO A DETENTION FACILITY. STRUCTURAL PRACTICES: 4. SEDIMENT BASINS AND TRAPS, PERIMETER DIKES, SEDIMENT BARRIERS AND OTHER j. IN APPLYING THESE STORMWATER MANAGEMENT CRITERIA, INDIVIDUAL LOTS OR SOILS: 1. TEMPORARY CONSTRUCTION ENTRANCE 3.02 MEASURES INTENDED TO TRAP SEDIMENT SHALL BE CONSTRUCTED AS A FIRST STEP IN PARCELS IN A RESIDENTIAL, COMMERCIAL OR INDUSTRIAL DEVELOPMENT SHALL NOT BE GENERALLY THE SOILS ON THIS SITE ARE MADE UP OF OAKLET SILT LOAM. SLOPES RANGE FROM C. FAIRLY WELL DRAINED, DEPTH TO ROCK A TEMPORARY CONSTRUCTION ENTRANCE WITH A WASH RACK SHALL BE INSTALLED AND ANY LAND -DISTURBING ACTIVITY AND SHALL BE MADE FUNCTIONAL BEFORE UPSLOPE CONSIDERED TO BE SEPARATE DEVELOPMENT PROJECTS. INSTEAD, THE DEVELOPMENT, 2%-7%. THE HYDROLOGICAL GROUP IS SOILS ARE MAINTAINED AS SHOWN ON THE EROSION & SILTATION CONTROL PLAN. DURING MUDDY LAND DISTURBANCE TAKES PLACE. AS A WHOLE, SHALL BE CONSIDERED TO BE A SINGLE DEVELOPMENT PROJECT. VARIES AND THE EROSION POTENTIAL IS MODERATE MAP AND DESCRIPTION ON THIS EET SEE SHEET). ( � CONDITIONS, DRIVERS OF CONSTRUCTIONS VEHICLES WILL BE REQUIRED TO WASH THEIR. 5 STABILIZATION MEASURES SHALL BE APPLIED TO EARTHEN STRUCTURES SUCH AS HYDROLOGIC PARAMETERS THAT REFLECT THE ULTIMATE DEVELOPMENT CONDITION SHALL 1--I OFFSITE/CRITIQA� A$ 5: WHEELS BEFORE ENTERING THE HIGHWAY. A WASH TRUCK SHALL BE THE SOURCE OF WASH WATER UNLESS PERMITTED BY THE CORP AND/OR DEQ, TO DRAW WATER FROM DAMS DIKES AND DIVERSIONS IMMEDIATELY AFTER INSTALLATION . BE USED IN ALL ENGINEERING CALCULATIONS. k. ALL MEASURES USED TO PROTECT PROPERTIES AND WATERWAYS SHALL BE W THERE ARE NO OFFSITE AREAS PROPOSED FOR DISTURBANCE WITH THIS PLAN. LITTLE BULL RUN. CONSTRUCTION ENTRANCE SHALL REMAIN IN PLACE UNTIL SUCH 6. SEDIMENT TRAPS AND SEDIMENT BASINS SHALL BE DESIGNED AND CONSTRUCTED EMPLOYED IN A MANNER WHICH MINIMIZES IMPACTS ON THE PHYSICAL, CHEMICAL AND EROSION AND SEDIMENT" CONTROL MEASURES: TIME AS ALTERNATIVE PERMANENT MEANS OF ACCESS ARE PROVIDED. / BASED UPON THE TOTAL DRAINAGE AREA TO BE SERVED BY THE TRAP OR BASIN. BIOLOGICAL INTEGRITY OF RIVERS, STREAMS AND OTHER WATERS OF THE STATE. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL _ 2. SILT FENCE BARRIER 3.05 a. THE MINIMUM STORAGE CAPACITY OF A SEDIMENT TRAP SHALL BE 134 CUBIC I, ANY PLAN APPROVED PRIOR TO JULY 1, 2014, THAT PROVIDES FOR STORMWATER PRACTICES SHALL BE CONSTRUCTED AND MAINTAINED ACCORDING TO THE MINIMUM STANDARDS AND STANDARD SILT FENCE SEDIMENT BARRIERS WILL BE INSTALLED DOWN SLOPE OF AREAS YARDS PER ACRE OF DRAINAGE AREA AND THE TRAP SHALL ONLY CONTROL DRAINAGE AREAS LESS THAN THREE ACRES. MANAGEMENT THAT ADDRESSES ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS I--1 q SPECIFICATIONS OF THE COUNTY AND OF THE VIRGINIA EROSION AND SEDIMENT CONTROL HANDBOOK WITH MINIMAL GRADES TO FILTER SEDIMENT LADEN RUNOFF FROM SHEET FLOW AS FOR NATURAL OR MAN-MADE CHANNELS SHALL SATISFY THE FLOW RATE CAPACITY AND (VESCH}. INDICATED ON THE EROSION & SILTATION CONTROL PLAN AND USED AS AN ADDITIONAL b. SURFACE RUNOFF FROM DISTURBED AREAS THAT IS COMPRISED OF FLOW FROM VELOCITY REQUIREMENfiS FOR NATURAL OR MAN-MADE CHANNELS IF THE PRACTICES z MEASURE WHERE NECESSARY TO PREVENT EROSION DURING FINAL STABILIZATION. AGE ER OR TO THREE BE CBASIN SHALL BY ARE NED TO THE VOLUME AND TO RELEASE IT OVER PHASE I: MINIMUMEQUAL THETHAN A SEDIMENTS BASIN. STORAGE CAPACITY OFSA SEDIMENT 48 HOURS;D (F) DETIAINDETAIN AND RELEASETER OVER AA24 HOUR PERIOD THE EXPECTED 3. STORM DRAIN INLET PROTECTION - 3.07 BE 134 CUBIC YARDS PER ACRE OF DRAINAGE AREA. THE OUTFALL SYSTEM SHALL, AT RAINFALL RESULTING FROM THE ONE YEAR, 24-HOUR STORM; AND (III) REDUCE THE 1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE WITHIN THE PROPERTY LIMITS. STORM DRAIN INLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT LADEN A MINIMUM, MAINTAIN THE STRUCTURAL INTEGRITY OF THE BASIN DURING A 25 -YEAR ALLOWABLE PEAK FLOW RATE RESULTING FROM THE 1.5, 2, AND 10 -YEAR, 24-HOUR WATER SHALL BE FILTERED BEFORE ENTERING THE SYSTEM. STORM OF 24-HOUR DURATION. RUNOFF COEFFICIENTS USED IN RUNOFF CALCULATIONS STORMS TO A LEVEL THAT IS LESS THAN OR EQUAL TO THE PEAK FLOW RATE FROM 2. INSTALL PERIMETER CONTROLS, SILT FENCE AND SUPER SILT FENCE. SHALL CORRESPOND TO A BARE EARTH CONDITION OR THOSE CONDITIONS EXPECTED TO THE SITE ASSUMING IT WAS IN A GOOD FORESTED CONDITION, ACHIEVED THROUGH 4. CULVERT INLET PROTECTION - 3.08 EXIST WHILE THE SEDIMENT BASIN IS UTILIZED, MULTIPLICATION OF THE FORESTED PEAK FLOW RATE BY A REDUCTION FACTOR THAT IS 3. CLEAR CONSTRUCTION ACCESS WAY AND INSTALL ANY ADDITIONAL SILTATION CONTROL MEASURES STONE CULVERT INLETS SHALL BE PROTECTED DURING CONSTRUCTION. SEDIMENT 7. CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN A MANNER THAT EQUAL TO THE RUNOFF VOLUME FROM THE SITE WHEN IT WAS IN A GOOD FORESTED SPECIFIED, NEEDED OR REQUESTED BY THE INSPECTOR. LADEN WATER SHALL BE FILTERED BEFORE ENTERING THE CULVERTS. WILL MINIMIZE EROSION. SLOPES THAT ARE FOUND TO BE ERODING EXCESSIVELY WITHIN CONDITION DIVIDED BY THE RUNOFF VOLUME FROM THE SITE IN ITS PROPOSED 4. TEMPORARY SEEDING SHALL BE PLACED IN THE DENUDED AREAS. 5. OUTLET PROTECTION - 3.18STABILIZING ONE YEAR OF PERMANENT STABILIZATION SHALL BE PROVIDED WITH ADDITIONAL SLOPE CONDITION, AND SHALL BE EXEMPT FROM ANY FLOW RATE CAPACITY AND VELOCITY REQUIREMENTS FOR NATURAL OR MAN-MADE CHANNELS AS DEFINED IN ANY MEASURES UNTIL THE PROBLEM IS CORRECTED. STRUCTURALLY LINED APRONS OR OTHER ACCEPTABLE ENERGY DISSIPATING DEVICES REGULATIONS PROMULGATED PURSUANT TO § 62.1-44.15:54 OR 62.1-44,15:65 OF THE PHASE II. PLACED AT THE OUTLETS OF PIPES OF PAVED CHANNEL SECTIONS USED TO PREVENT 8. CONCENTRATED RUNOFF SHALL NOT FLOW DOWN CUT OR FILL SLOPES UNLESS ACT, PHASE I CONTROLS ARE TO REMAIN IN PLACE DURING PHASE II. SCOUR AT OUTLETS AND TO MINIMIZE DOWNSTREAM EROSION BY REDUCING THE CONTAINED WITHIN AN ADEQUATE TEMPORARY OR PERMANENT CHANNEL, FLUME OR VELOCITY AND ENERGY OF CONCENTRATED STORMWATER FLOWS. SLOPE DRAIN STRUCTURE. in. FOR PLANS APPROVED ON AND AFTER JULY 1, 2014, THE FLOW RATE CAPACITY 5. INSTALL CULVERT OR STORM DRAIN INLET AND OUTLET PROTECTION AS SHOWN AND VELOCITY REQUIREMENTS OF § 62.1-44.15:52 A OF THE ACT AND THIS MAINTENANCE: 9. WHENEVER WATER SEEPS FROM A SLOPE FACE, ADEQUATE DRAINAGE OR OTHER SUBSECTION SHALL BE SATISFIED BY COMPLIANCE WITH WATER QUANTITY REQUIREMENTS ANY CONTROLLED FILL _ SHALL BE PLACE]) AS DIRECTED BY -CERTIFIED GEOTECHNICAL ENGINEER. PROTECTION SHALL BE PROVIDED. IN THE STORMWATER MANAGEMENT ACT (§ 62.1-44.15:24 ET SEQ. OF THE CODE OF THE CONTRACTOR SHALL INSPECT ALL EROSION AND SEDIMENT CONTROL MEASURES 10, ALL STORM SEWER INLETS THAT ARE MADE OPERABLE DURING CONSTRUCTION VIRGINIA) AND ATTENDANT REGULATIONS, UNLESS SUCH LAND -DISTURBING ACTIVITIES DAILY AND AFTER EACH SIGNIFICANT RAINFALL. THE FOLLOWING ITEMS WILL BE SHALL BE PROTECTED SO THAT SEDIMENT -LADEN WATER CANNOT ENTER THE ARE IN ACCORDANCE WITH 9VAC25-870-48 OF THE VIRGINIA STORMWATER MANAGEMENT VEGETATIVE MEASURES CHECKED IN PARTICULAR. CONVEYANCE SYSTEM WITHOUT FIRST BEING FILTERED OR OTHERWISE TREATED TO PROGRAM (VSMP) REGULATION OR ARE EXEMPT PURSUANT TO SUBDIVISION C 7 OF § 1. PERMANENT OR TEMPORARY SOIL STABILIZATION SHALL BE APPLIED TO DENUDED AREAS WITHIN REMOVE SEDIMENT. 62.1-44,15:34 OF THE ACT. SEVEN (7) 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 1. GRAVEL OUTLETS WILL BE CHECKED REGULARLY FOR SEDIMENT BUILD UP WHICH 11. BEFORE NEWLY CONSTRUCTED STORMWATER CONVEYANCE CHANNELS OR PIPES ARE n. COMPLIANCE WITH THE WATER QUANTITY MINIMUM STANDARDS SET OUT IN BE AT FINAL GRADE BUT WILL REMAIN DORMANT FOR LONGER THAN FOURTEEN (14) DAYS. WILL PREVENT DRAINAGE. IF THE GRAVEL IS CLOGGED BY SEDIMENT, ITSHALL BE REMOVED AND CLEANED OR REPLACED. MADE OPERATIONAL, ADEQUATE OUTLET PROTECTION AND ANY REQUIRED TEMPORARY OR 9VAC25-870-66 OF THE VIRGINIA STORMWATER MANAGEMENT PROGRAM (VSMP) PERMANENT SOIL STABILIZATION SHALL BE APPLIED TO ALL AREAS THAT ARE TO BE LEFT DORMANT PERMANENT CHANNEL LINING SHALT, BE INSTALLED IN BOTH THE CONVEYANCE CHANNEL REGULATION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS OF THIS SUBDIVISION. FOR MORE THAN SIX (6) MONTHS. 2. SILT FENCE BARRIERS WILL BE CHECKED REGULARLY FOR UNDERMINING OR AND RECEIVING CHANNEL. DETERIORATION OF THE FABRIC. SEDIMENT SHALL BE REMOVED WHEN THE LEVEL OF 12, WHEN WORK IN A LIVE WATERCOURSE IS PERFORMED, PRECAUTIONS SHALL BE 2. TOPSOIL THAT HAS BEEN STOCKPILED SHALL BE SURROUNDED WITH SILT SEDIMENT DEPOSITION REACHES HALF WAY TO THE TOP OF THE BARRIER. TAKEN TO MINIMIZE ENCROACHMENT, CONTROL SEDIMENT TRANSPORT AND STABILIZE FENCE AND PROTECTED BY MULCH AND/OR TEMPORARY VEGETATION THE WORK AREA TO THE GREATEST EXTENT POSSIBLE DURING CONSTRUCTION. IMMEDIATELY AFTER GRADING. 3. SEEDED AREAS WILL BE CHECKED REGULARLY TO ENSURE THAT A GOOD STAND OF NONERODIBLE MATERIAL SHALL BE USED FOR THE CONSTRUCTION OF CAUSEWAYS AND GRASS IS MAINTAINED. AREAS SHOULD BE FERTILIZED AND RESEEDED AS NEEDED, COFFERDAMS. EARTHEN FILL MAY BE USED FOR THESE STRUCTURES IF ARMORED BY MANAGEMENT STRATEGIES: NONERODIBLE COVER MATERIALS. 4. ANY NECESSARY REPAIR OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE 13. WHEN A LIVE WATERCOURSE MUST BE CROSSED BY CONSTRUCTION VEHICLES MORE 1. CONSTRUCTION SHALL BE SEQUENCED SUCH THAT GRADING OPERATIONS WILL BEGIN AND END AS EROSION CONTROL DEVICES MUST BE MADE IMMEDIATELY AFTER THE INSPECTION. THAN TWICE IN ANY SIX-MONTH PERIOD, A TEMPORARY VEHICULAR STREAM CROSSING E-4 QUICKLY AS POSSIBLE. CONSTRUCTED OF NONERODIBLE MATERIAL SHALL BE PROVIDED. 2. THE SITE SUPERINTENDENT SHALL BE RESPONSIBLE FOR THE INSTALLATION AND MAINTENANCE L WO DISTURBANCE IS REQUIRED PHASES . SITE 1. THE SITE WORK CONTRACTOR IS REQUIRED TO OBTAIN A LAND 14, ALL APPLICABLE FEDERAL, STATE AND LOCAL REQUIREMENTS PERTAINING TO �� � SOILS P. OF ALL EROSION AND SEDIMENT CONTROL MEASURES. MAINTENANCE OF THESE MEASURES DISTURBANCE/STORMWATER PERMIT FROM FREDERICK COUNTY PRIOR TO WORKING IN OR CROSSING LIVE WATERCOURSES SHALL BE MET. THROUGHOUT THE PROJECT ARE CRITICAL TO THE EFFECTIVENESS OF THE PROGRAM. PROCEEDING WITH ANY LAND CLEARING ACTIVITY. 15. THE BED AND BANKS OF A WATERCOURSE SHALL BE STABILIZED IMMEDIATELY r� 2. TO HAVE PRECONSTRUCTION MEETING PRIOR TO ANY CONSTRUCTION. AFTER WORK IN THE WATERCOURSE IS COMPLETED. �+ ✓ "� 3. AFTER AREAS ABOVE CONTROLS HAVE BEEN STABILIZED, THE CONTROLS SHALL BE CLEANED UP 3. CLEARING AND GRUBBING FOR TEMPORARY CONSTRUCTION ACCESS TO INSTALL + Q AND REMOVED. SEDIMENT CONTROL DEVICES ONLY (PHASE I CONSTRUCTION ENTRANCE, SILT 16. UNDERGROUND UTILITY LINES SHALL BE INSTALLED IN ACCORDANCE WITH THE FOLLOWING STANDARDS IN ADDITION TO OTHER APPLICABLE CRITERIA: �Wv, N FENCING AND SUPER SILT FENCE).'"'` 4. PLACEMENT OF SEDIMENT CONTROL DEVICES. 5. OBTAIN INSPECTOR'S APPROVAL PRIOR TO BEGINNING GRADING OPERATIONS. a. NO MORE THAN 500 LINEAR FEET OF TRENCH MAY BE OPENED AT ONE TIME. �4 b. EXCAVATED MATERIAL SHALL BE PLACED ON THE UPHILL SIDE OF TRENCHES. l ," Ri' 6. CLEAR AND GRUB REMAINDER OF SITE. 7. ROUGH GRADE SITE. C. EFFLUENT FROM DEWATERING OPERATIONS SHALL BE FILTERED OR PASSED . ' < ; E.. r 6 N 8. INSTALL DRAINAGE DEVICES WITH SEDIMENT CONTROL 9. FINAL GRADING. THROUGH AN APPROVED SEDIMENT TRAPPING DEVICE, OR BOTH, AND DISCHARGED IN A MANNER THAT DOES NOT ADVERSELY AFFECT FLOWING STREAMS OR OFF-SITE ,. w 10. RESTORATION AND STABILIZATION OF DISTURBED AREAS. PROPERTY. 11, WITH THE APPROVAL OF THE INSPECTOR, ONCE ALL DENUDE AREAS HAVE BEEN��°� ' STABILIZED, REMOVE EROSION AND SEDIMENT CONTROL MEASURES, INCLUDING THE d. MATERIAL USED FOR BACKFILLING TRENCHES SHALL BE PROPERLY COMPACTED IN n �. N TEMPORARY SEDIMENT BASIN RISER AND REPLACING WITH THE PERMANENT 36" ADS ORDER TO MINIMIZE EROSION ANI? PROMOTE STABILIZATION. r� RESTABILIZATION SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THIS CHAPTER.' N-12 e. f. APPLICABLE SAFETY REQUIREMENTS SHALL BE COMPLIED WITH. g$ W SEEDING NOTES: 17. WHERE CONSTRUCTION VEHICLE ACCESS ROUTES INTERSECT PAVED OR PUBLIC i ♦ W 1. ALL PERMANENT SEEDING SHALL BE IN ACCORDANCE WITH SECTION 3.32 OF THE ROADS, PROVISIONS SHALL BE MADE TO MINIMIZE THE TRANSPORT OF SEDIMENT BY 1 i y VESCH. VEHICULAR TRACKING ONTO THE PAVED SURFACE. WHERE SEDIMENT IS TRANSPORTED,' r} 2. TOPSOIL SHALL BE SPREAD AT A MINIMUM DEPTH OF 4". 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 GR 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). ROADS BY SHOVELING OR SWEEPING AND TRANSPORTED TO A SEDIMENT CONTROL kV+. 4. FERTILIZE WITH 1p -10-1p AT A RATE OF 23 LBS. PER 1pOp S.F. (lppp LBS. PER DISPOSAL AREA. STREET WASHING SHALL BE ALLOWED ONLY AFTER SEDIMENT IS TABLE 3.32-C REMOVED IN THIS MANNER. THIS PROVISION SHALL APPLY TO INDIVIDUAL DEVELOPMENT SITE SPECIFIC SEEDING MIXTURES ES ACRE). 5. SEED MIX SHALL CONSIST OF 90% KENTUCKY 31 TALL FESUE AND 10% IMPROVED LOTS AS WELL AS TO LARGER LAND -DISTURBING ACTIVITIES: I FOR APPALACHIAN/MOUNTAIN AREA PERENNIAL RYEGRASS APPLIED AT THE RATE OF 250 LBS. PER ACRE. 18. ALL TEMPORARY EROSION AND SEDIMENT CONTROL MEASURES SHALL BE REMOVED `Total Lbs. 6. STRAW MULCH SHALL BE APPLIED TO ALL SEEDED AREAS AT THE RATE OF 3500 WITHIN 30 DAYS AFTER FINAL SITE STABILIZATION OR AFTER THE TEMPORARY 661 I LBS: PER ACRE AND ANCHORED WITH CUTBACK, OR EMULSIFIED ASPHALT APPLIED MEASURES ARE NO LONGER NEEDED, UNLESS OTHERWISE AUTHORIZED BY THE VESCP Minimum Care Lawn Per Acre AT A RATE OF 200 GALLONS PER ACRE. AUTHORITY. TRAPPED SEDIMENT AND THE DISTURBED SOIL AREAS RESULTING FROM THE DISPOSITION OF TEMPORARY MEASURES SHALL BE PERMANENTLY STABILIZED TO q I ' DUST CONTROL: PREVENT FURTHER EROSION AND SEDIMENTATION. I - Commercial or Residential 200-250 lbs. 1. TEMPORARY SEEDING SHALL BE APPLIED TO ALL DISTURBED AREAS SUBJECT TOT 19. PROPERTIES AND WATERWAYS DOWNSTREAM FROM DEVELOPMENT SITES SHALL BE - Kentucky 31 or Turf -'Type Tall Fescue 90-100%v LITTLE OR NO CONSTRUCTION TRAFFIC. PROTECTED FROM SEDIMENT DEPOSITION, EROSION AND DAMAGE DUE TO INCREASES IN * - Improved Perennial lgyegrass 0-10% 2. 2. ALL HAUL ROAD AND OTHER HEAVY TRAFFIC ROUTES SHALL BE SPRINKLED WITH VOLUME VELOCITY AND PEAK FLOW RATE OF STORMWATER RUNOFF FOR THE STATED 839 UNTIL THE SURFACE IS WET, AND REPEATED AS NEEDED TO CONTROL DUST. FREQUENCY STORM OF 24-HOUR DURATION IN ACCORDANCE WITH THE FOLLOWING - Kentucky Bluegrass 0-10% Y g 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 1 High -Maintenance Lawn FOR NATURAL OR MAN-MADE CHANNELS: g a. CONCENTRATED STORMWATER RUNOFF LEAVING A DEVELOPMENT SITE SHALL BE F Minimum of three (3) up to five (5) varieties DISCHARGED DIRECTLY INTO AN ADEQUATE NATURAL OR MAN-MADE RECEIVING CHANNEL, 1 of bluegrass from approved list for use in Virginia. 125 lbs. PIPE OR STORM SEWER SYSTEM. FOR THOSE SITES WHERE RUNOFF IS DISCHARGED INTO fi TABLE- A PIPE OR PIPE SYSTEM, DOWNSTREAM STABILITY ANALYSES AT THE OUTFALL OF THE ` PIPE OR PIPE SYSTEM SHALL BE PERFORMED. General Sloj2e k3:1 Or less} b. ADEQUACY OF ALL CHANNELS AND PIPES SHALL BE VERIFIED IN THE FOLLOWING ACCEPTABLE TEMPORARY SEEDING PLANT MATERIALS MANNER: - Kentucky31 Fescue 128 lbs. (1) THE APPLICANT SHALL DEMONSTRATE THAT THE TOTAL DRAINAGE AREA TO THE p Red. Top Grass 2 lbs. n „ POINT OF ANALYSIS WITHIN THE CHANNEL IS ONE HUNDRED TIMES GREATER THAN THE Y t } e Seasonal Nurse Crop * 20 lbs. QUICK REFERENCE FOR. ALL REGIONS CONTRIBUTING DRAINAGE AREA OF THE PROJECT IN QUESTION; OR Rev. No. Date 150 lbs. (2) (A) NATURAL CHANNELS SHALL BE ANALYZED BY THE USE OF A TWO-YEAR STORM` � It Rate TO VERIFY THAT STORMWATER WILL NOT OVERTOP CHANNEL BANKS NOR CAUSE EROSION Low -Maintenance S10l7elSteeper than 3:1) OF CHANNEL BED OR BANKS, Planting DatesSpecies 5. 3`CXC (b) ALL PREVIOUSLY CONSTRUCTED MAN-MADE CHANNELS SHALL BE ANALYZED BY THE; - Kentucky 31 Fescue 108 lbs. Red Top Grass 2 lbs. 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 O F' - WILL NOT CAUSE EROSION OF CHANNEL BED OR BANKS; AND , 4 - Seasonal Nurse Crop** 20 lbs. Sept, 1 - Feb. 15 50/50 Mix of y - Crownvetch * * * 20 lbs. (G) PIPES AND STORM SEWER SYSTEMS SHALL BE ANALYZED BY THE USE 4F A -ecierrd A ual Y O ass 10 -YEAR STORM TO VERIFY THAT STORMWATER WILL BE CONTAINED WITHIN THE PIPE RAN PIER 150 lbs. (Lolium multi„-florum OR SYSTEM' CB Ventures Property IF EXISTING NATURAL RECEIVING CHANNELS OR PREVIOUSLY CONSTRUCTED Parcel Boundary i LICN032809 (� . . - 100 C. MAN-MADE CHANNELS OR PIPES ARE NOT ADEQUATE, THE APPLICANT SHALL: (Approximate) O f 4 '..TO�`�_ Z{ W * Perennial Ryegrass will germinate faster and at lower sail temperatures than Souls fescue, therebyproviding cover and erosion resistance for seedbed. P g Cereal (Winter) Rye (1) IMPROVE THE CHANNELS To A CONDITION WHERE A 10 -YEAR STORM WILL NOT -- - - 32B:�RKLET SILT LOAM, 2 TO 7 PERCENT SLOPES +, � (Secale cereale) OVERTOP THE BANKS AND A TWO-YEAR STORM WILL NOT CAUSE EROSION TO THE i I�N1 L * $ CHANNEL, THE BED, OR THE BANKS; OR Use seasonal nurse crop in accordance With seeding dates as stated below: (2) IMPROVE THE PIPE OR PIPE SYSTEM TO A CONDITION WHERE THE 10 -YEAR STORM March, April through May 15th ...... . ............. Annual Rye IS CONTAINED WITHIN THE APPURTENANCES; SOILS MAP BATE: 05-04-2017 May 16th through August 15tH . ... .... .... ... ... .. Foxtail Millet Feb. 16. - Apr. 30 Annual Ryegrass 60- 100 (3) DEVELOP A SITE DESIGN THAT WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK C13 VENTURES PROPERTY August 16th through September, October ............. Annual Rye (Lolium multi-florum) RUNOFF RATE FROM A TWO-YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A November through February ..... ........ Winter Rye - NATURAL CHANNEL OR WILL NOT CAUSE THE PRE -DEVELOPMENT PEAK RUNOFF RATE FOOT SCALE: NSA FROM A 10 -YEAR STORM TO INCREASE WHEN RUNOFF OUTFALLS INTO A MAN-MADE CHANNEL; OR ** If Flatpea is used, increase to 30 lbs. /acre. All legume seed must be properly May 1 -Aug 31 Millet 50 (4) PROVIDE A COMBINATION OF CHANNEL IMPROVEMENT, STORMWATER DETENTION OR 200 200 DESIGNED BY. JNT inoculated. Weeping Lovegrass may also be included in any slope or low- FILE NO. 20220 maintenance mixture during warmer seeding periods; add 10-20 lbs/acre in mixes, (SetariaGerman (Setaria talic3} SHEET 9 OF -27 17-05 .N FIFV 1 LPN \ `�`` VDT NOTE: r x. Pii sTvv v vv vv v v vvvv v \ v \ \\\ v 1` r{ a>RIP 1AF� or'�L ry y vv \ v v c 4 f `Nv "TO'; 22 �Mo,� \ \ �\ v v� \ \\ \ l �. \• , \ \ \ \ \ \ \ \ UD -4 SHALL BE PLACED UNDERNEATH CURB & MONUMENT *§°/ � � ' g.4' 14:c► �.� � � . � '° s s � V- IN, \ �� \ \\ \� �� \ SIGN �4>' 4 '� r e+�, ER °i? 3�" r� \\ �` \ \\ \ \ \\\.\ F1`. .E u DIJMPST 4 , ,_ \ '` \\ `` \ �\ \ �, `\, GUTTER ALONG AMOCO LANE. TIE-IN AT r..,.. \ s; \\ \ ENCLOSURE wr .� � �' �"� \ � j �: ,� � \ \ \ \ �• ,.,� `\ \ \\\ y \\ \ \ \ \ \ `\ STRUCTURES 4 A ,sW/CONC. PAD :STM.'\ s\ \ ` \ \ \\\\ 8, AND 3. REFER TO UD -4 .12TYPE',B \ SIGNS.;, ESMT:; ``\ \ \ \\ \\ \ \� \\\ \ ` \ \\\\ RAM a \ Cf ;� ." $ (Tlyd� is.k Pivv_T OTH \ `'T' \ \\ \ \\ ~ \~~ X \ �` \ �x, �iD A$ �6 R a \\ \ \ \\\\\�\\~`\�� e 707 \ ��.\\\)�ETAIL SHEET 22. FLUSH¢ PV T. 3.5 2' ER 695.9 \ \ \\\�1 \ \ `� "�s `3•®' `. NG LOADING \ X CURCU h 9 \ AREA (12'7(45 �\ \\ \`\ \\ \\ \ \� \ "N, Rei\FH ASSM'iNl...: xcG a..�,. \ �° ♦ 'O \ `` \ `" \ BOLLARI s. O 20'R -� \ A'�1 v \� �� \ \\ \ \ \'s GG 25) 'INB ��. �,GREAS _ \ 3 1.5'R p \ (BY OTHER �'�, \��& PYLON a r f8 \ i "'(1 oo GAL.) \4p� , J SIGN \ \� ,`' �� \\ \� � \\ 4 ` \ D• ^ SIG S. R \ r ��D \ \\ '� , \ \\ \ \ \ \\ \ \ \ \ ? T P. G \ \ \ \ x X 706.6?�,,, VALILR' + (- `. \\ T(18.6 \ \ \ 7 \ f 6� °4 : eye S"� FpOD eIa '� \ \ ``� \`'S \ \ \ \`` 's \ \ MP'�y � ��D Rt1 � apo FA TH cP.%\ 8 3°la max iR .� 1NI pR11FE •p\ C/a \\ \ \\\ \ _ . (TYF , TAS :. 3 SF cto, O ` \ \ \\�",v� \ \ `� �11,f� 1 , ` A a� !, \ \ S\ 324 ' $ ' RES G' AW 1 o ( 3 �� C \ \ X ,+\ Sc��'\ \ �`r°`' \ \ \\ \\\ `t\\\` \ \ \ \ \ \ \ e'�� \ '©� �,� °` „_w; 4 �. FF ~� s g c10 c \ \ \ �`�, �, \ ., ,�\� \� \\ \ \ \ \ 25 0 25 50 I\ \ `� \ \ 1 : � AREA `T _ "- '' \ \ ` \ \ \\ /,�'` �\\ \ '` \ �•• -� .: - ..- 00` �ETNN AtL CIO cto . _ -.. \ \ / \ \� \\\ \ \\ \\, \\ a1 \\ \ \ ` SCALE=: 1 W 25 �Yf PROP 0 SF \ \\ \\ \\` \ ` 10 e� i \ \ l \ x ,,._ F -rV bu FIRr- `® GREASE TRAPr \ \ \ \ \� °`� \\ 7®7.2 ` / \ F _ �� �• {8Y OTHERS) \ I \ \ \ \\\\ \\ \ \ \ / ` �/ �,'•` \ \ , a°� r _, .rte r r ' '^' OD (1500 GAL.) \ \ \ { \ \ \� \ N, \�"\ \i''` / ` ` O O \ \su % ` 'R gRI�r- CIO c " r•: 5" \ DUMPSTE \ ♦� ` \ \ \ \ �\ \ \\ \\\ `\\' \\ \ .4 \ T.M. 43-A-48 N �yN ENCLOSURE G °, \ \ \ \\ I \ POTOMAC EDI50N 00. ESMT. -,�� SF \ \ \ \� \�\ \ \ X KREMER PROPERTIES INC \ D.E. 892, PG. 1 d85 �.' G s 7p�No 56 1 . '. WICONC. PAD \ \ \ �\ \ \ \\\\ \\\\ `\\ \�\ \ \ INSTJ 050007109 !� ',( % \ ft FF ��'� = r.a �, �' X \-\ \ \ \ � t`\ \ ZONE. B2 / r sn \ `� \ \ \ \,\\ .�\��\,"` \ '` \ 0 \ USE- SERVICE STATION \ \ r' ^` � } .: a 64 5 . r C/O \ \ \ \`* `� \\ \ \\ ` `` \ \) \ \ ti S t cro \ \\ \ \ \ \ N O \ - IN- CONC. \ ,� 2-45`\ \\ 1 ` �\ \ \\ r� \\NN', `N\ AREA o \ \ \\ \\ \\ \\ \\ �\ nIEwSI,EETZ\ /� \ �,,� / �} /r! �" .' ;` ALT / BENDS \ 1 \\ - �`,` \\ \ \\ \ \\ \\N \\l< \\�\ \ \ \ % ///� 1 r _ F� 'a "Us LOAD G \ s \ \, \�` \ � `. \ \ \ \ \ / // p [ �,'}" 1r I t / .It,�x r °. \ 1� AREA 2'X90')•,VIR Ll // / / / �y, 2G.4' �l c, y `�05� "° rc• �, \ \ ti �.�\ \\\ \ \\\\ e�` \ 709.eX I INN IN 707.6/r r> eErS`I`\ \ ``\'♦�!\\\\\\\\`\�i\\\ \`; \�``�\\\\y PROP. 30 �r4 f��, ' \ \ \\ N. Ilk,,, \ 706.4 / �i .� ! Gv. \ \ �, \ \ \ \\ \ \ \ I / / � ,� h f ,/ 5°R N D �r ^O o• � � sF 'a \ \ ♦ \\ \\ \ \\ `t% \\ a / / /� y o• l°R rr 16 1 ES T. /I ST / / `� \ 4 `x©° \\ \ ,\�;\ \ 0 / r- - ,� 1- a \ \ "'\. \`� \\ \ \ \ 709.5 \ JI //1� 1 I I '°3 c�� <- D5 '97i� t 6 �� \\ \�` \\ \\\\ \N o ` , ,� o 706.5 .✓ 30' DRAINAGE MT/ � .� � � � � .�+` �" rr f>' %s' I '6nl qq KNEEWI4 �o amu' 2-4 \ \ \\L` \ \ \\ ,` `• X - D. (3.490. G. 6%32 l 5'R Cl 5 R S, �x / � � I % ee f I 1 � + GO +. /" f / {REFERTfl AR H) :.a """ C' � ,• � � �` \\\\ \ \\ \�\\ \\ �,�* \\ ry / ..r\ Gi -4 P' \ \ \\ '��` \N \ DS NOTE: 1.3" DOMESTIC & 8" DDC SH LL BE D v; \ \N .f 7 ` / ! ! 5. 4'�• ! ��F e / INSTALLED INSIDE BUILDINdWI BYPAss y\ 7 j 2. FCSA [� D� PRIOR O CONLS�RREtV1ICEW APPROVE e. e Q ��• \\ � � \•�\ \ \`\ \\� ,`\: '�\ `\ 06 �p •- j c j} 1-4 % / ExPc�� \ e T� '+o' °• I �'�` \ \\ \ \\ \\ \ \ \ 2A ! C 12 B„K6', `-' BE Q s, } ` FSU ATIO \ e �p \ o\ a \\ \\ \\N \\ \ \'� \ ! / 706.6 .� �-�. \ \ I X 06 75 L -\ \ 0 / / I 1-6 $.. WIL-B $� DEPRESSED CURB MALL e s%M \ e \\ \\ \\` \ \\ \"�\ '�\ \\ �`\ iv/° x6'[ t 'tF c f �( VER TQ ARCH) / ax. \ % ` �\ \ \ \ \ \ \ \ s- o \ ` / / / / 1 0 ! x u� P 14 FLUSH WI SIDEWALK f \ ,/ } \ po i \\ e� \\ \ \\ \\ \\ \ ' ` i / l / I rye'\ \ m Ds \ TR D�, I f . { cr a 5 ,/ q G PROPOSED 4 -STORY TEL e o I [ I \ / I BOLLA wl �'" N 1 ST=11,700 S <F \ .. a s s �. f I X ` t s I $ '�• o f 1 cI r3 / \R°Q c �.`� R sip 041,E i ° \ / J / f 1 2NQ=s,s5jy F �, 4 / I l / J 4' I 1 a.s3 o, 3RD=8,s SF ouTOQo <\ \\ \ \ \ \ � �` �z.� � P ! rn•P 4TH=8,85 F I PATIO \ INRs ' `' °` \\\ \\ I J I 1 O Qq I 5' W/L-C 8„X 'T n TOTAL BLDG. = 8,265 4 (DESIGNED ag \ ` -•tt� //co, 1-6" V. rs+'• 51[\ CUT \ �\ \ \ 0 h Ns. FF=700.00 BY OTHERS) ao O \ \ . - \ N\ \\ 4 \ ! X % 1 ¢ % AD I N ! OQ a, �h ro ry. Sg?• } DS F h` `� \ \\ \ \ \\ `4 f ti `� viii CI 1�a �\ �, -. \ \\��\\ I I / / LAND UNI 1 - \e \ �`• \ 4 [ I j S �a /oma I I ,�°. SAN LAT rwi 1 1 0• Ds Q`° ��, �- cL \ \ A\ 0 ,, 06.8 w G / C/o p RET NINE RIP -RAP \ \ �` •\ \\ \ 7 p f I 6' AN LAT \ \ I I �C 7i I / I f INC. Q C jFE DS ALL `' \ \ \�° \`+\ \ i�► \ \ d I 7D � %�2 5 CON(. 1 � METER C DEPRESSED CURB O .� I I ! J O ;{.' REA U 18. o DS FLUSH WI SIDEWALK INDOOR POOL DUMPSTER ® % H AREA Y- 3 2' METER J � I ! Y OTHERS � \ \ RAMP / ENCLOSURE 8,38°lam I VAULT (n 5'x 5'CflN \ \\ \ SIG S. \ # / [ s\ PAD �ExPoSED / 0 1 • a \ \\ \\ \`` \\ 1 (TYP.y ( 14 5'R Go [ ��� S,T \ FOUNDATIO DS EXPOSED / T �y WICONC. PAD OC \ \\\ \ t I II XTO 1 I [ �� I �'1\ o � � r° FOUNDATIO 'P cs �' y d \ f °A WALL i / ' SIDEWALK s'P I cI f �� / {REFER TO AFf+tsii) WALL �• � .- .. ,, / I O (REFER TO AR91H) CG -6R / CUT 4f 1 14.0 \ GG -6 FOR I sg o cIa ,�' 4 / ti �. R[P-RA \ y 1� \\ \ \ \\\� \\ \ N ` WARP 0. b es A C S / �G VPOSITIVE v'. ..�. f v DRAINAGE 340, 4r° 5' SIDEWALK /• �9Q 10.4'd. r4 . , 15` sT H E r/ `N' P CIa / 4 __ ! I 7066 I o !zi� b POTOMAC EDI N POLEE ? 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CG C P YR B-1 % ` l CG -11 C 'S D IC T EDICATE R1YY g, ININf�, 691 % LANE . 14 `� ! ui RCII �J� �. - �- - - - COORDfrJA �� vYER P O �F. C C WALL \ i� Q 49 r `,... 715.9 -� �[ 4.32\ ` EYM NE ,� -_ � -- -- RaVEIG9ET5) "" _ 706 ©sr��VfiD LIMIT 2,' -kr,61 E \ P� G&P T NE %�i�1�iMT. 6�7 6 �. �, \ _ � V,�R14BLE WIDTH I��� 1 i � + 101X$,. �� 1-10" G.V. \ 5Mb-6-jg5T0j§.gkN X � \ \ � I RAN & ESMT. TIE TO EX. PVMj.� \ `�-• ..._.. ` � .,` ( i � \ ti (].13.285. PG. 382 �_ 10" WIL-A 104:66 10" WIL - - r v - _ 69� 8 _-�• / `,�-- -- -- _- fir, X 'Ile_ - - - X CONTRACTOR S ALL DISCONNEO Ir,::: REMOVE EK. G.V. & - - - j nHO ' �I1H0 J EX. WATERS RVICE PER FC I INSTALL 10" .V. I EK. 2" W1L ` 6� \ I � X - - 692.1 INSPECTOR'S I�QUIREMENTS / *SEE kONNECTION I �ii l \ / 63 .6 -- ` NOTE ON SHEET 23 LL JOINT TAPPED CFP PIPE MIP & COMIN, I I \\ ! O I I r ADAPTER AN. 4J -A-747 J T.M. 43C-4-1 \ + T.M. 43C-4-2 j PINE MDTOR COMPANY INC I DAVID E: DUNIVAN , RRY A &THERESA L. ! 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' �,•.� �, � , , D2 u� KREMER PROPERTIES, INC � � .> �.. 96T 1050067109 �} � �� � � ` � � 9ZONE, 82 �`y� { 4.6' = `� �� \ ciUSE• SERVCE SWRON �°oo • �e `°✓° \,\N •,. �, , , `,e �` '`'a Z- k0�' 'f:4 ggi8 �h'�. -".`�.b. i r a\V1\. 1 R wq � i• e� � t RSR, � a 9 '�. P t AREA 07 0 D0 01 NEW SEETz r " 07 ss ` ° \ �,�% � �` ` �' e f l OD Ob 984 AREA 2'X90' �`' ! / j %a` 6,R OU , ,aiu^$ j/ P . Y �i `` // Ll 28.D `' `�,� O� °" / •� +� j DD Cr h 983 `• � hOD �, i �` f 707.x" `` �` � ,. 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Ifrr ` ,_, , '. � 1 1`� .; I,� .:-�.. 9 :�y S �. h�.y` n `e �.�-. y �/t INV M 9 yy e \ ` ; I c R� _ oD ° s4 p 94 INV 'UT ®�r 8 6 Q x I : : ' �S :.. / f `ag Q 6 5 77 P 98 } DQ0 INV }tib f2 z i�71 I ^ :, r,99 �, ' d 0 �v ; an-� �' FF - 7oo.aQ 9& ' 12 . 9 -5 1'�r - 05 S i 7 W i �� ,ice■, Iiz , 41111 !lam.. lj s1■�;�l� �Awgf At, "r • } k i D C c.41p, i _?03 d All r Ar 4 Gt \ 14 / 1 / \ KREM'ER PROPERRES rrrc � k\ j 1NST J 050007109 f ! ZONE: 82 / l rf \ USE. SERVICE STATION / `\ ` \ NEW S� EETZ `\ 3 A `\ \ t. i I I f f ) 1t 1II S G II,y1 I IZs l 61 r f MONUMENT l —�I 1 / SIGN mak---- - +p- f f1H© r iiHO// i nHo 0 \ \ � \� � ` \lam`` �\ \ ti`. •-� � °�\Ar<` \ `\ '= \ ~` \ \ \ \ \� \ \� � \\a\``�q\\`\ �,, \\ \� `\\� PLANT LIST Ilk iST EsmT.\\ Key Botanical Name/Common Name Qty. Size Spacing Notes BEES Ag Acer ginnalalAmur Maple 14 3" cal. As shown b&b, well -branched Ar Acer rubrumlRed Maple S 3" cal. As shown b&b, well -branched As Acer saccharum/Sugar Maple 29 3" cal. As shown b&b, well -branched Gt Gleditsia triacanthos var. inermis 'Shademaster'/Shademaster Honeylocust 17 3" cal. As shown b&b, well -branched Zs Zelkova serrata'Green Vase'/Green Vase Zelkova 24 3" cal. As shown b&b, well -branched SHRUBS IC Ilex crenata convexa/Convex Leaf Japanese dolly 98 3' ht. As shown full & dense PI Prunus LaurocerasuslCherry Laurel 55 3' ht: As shown I full & dense 7 NL , X111 �' i, � �,•.,��� .+`.LEGEND ore imgjg \x x AREA LANDSCAPE w LZ kila ,r. •a. . ,h Mg ggg (REFER TO CALCULATIONS SEE SHEET 2) .' jut lip Mir, g IN .41rf.Sa`q.. IPA • lr' err=r�`i ���-',/ •r■���1 �' ``r�+�� NOTES:��..PLANT SYMBOL$• ON OF • D WITHIN PLANT LIST. MW x 2) ALL PLANTING SHALL CONFORM WITH SEC 165-203,01B OF THE FREDERICK COUNTY ZONING ORDINANCE (PLANT SELECTION, PLANTING PROCEDURE, AND MAINTENANCE). I-WAIr 3) ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. 4) NO TREES OR SHRUBS SHOULD BE PLACED ON FCSA EASEMENTS (SHRUBS ONLY WOULD BE ALLOWED WHEN SHIELDING HEADLIGHT GLARE PER COUNTY ORDINANCE REQUIREMENTS SEC. 165-203.02) t ),�► rr Y �rrfs,ar� I on VS 'LAW r' `• ANTING NOT k ESSENTIAt, DUE TO ACCESS RAMP SLOPE HEINT IN EXCESS OF 3' t ► ON • w, Ire ROO o, N14 WSJ is t r�sr�`fj ,;+, • t!!� �!■! ■■!r � �, �t+lJl , ► r#!`� I V '4� r!'* ` ,�/ lea. ~1.! ..t � , ,�.��ft� !► ,�, !'� ,li�/r , � � � ■�!.]fxvr 'I t ■!lam .`'r 1� •'�'a`"','rAWJid ` �' �!1" '' ��! �A#.f►Ai fi IRWIN T. r►r�■rf l�. ,r i.�*` �+r.r� .�. ,: ,. ,fit . . �, �� ti {*AFi1r■F�a III r■ . .�� 1■©�C�a,1 ��f f� 1 ��t� r rI/ i � !9■!■!n fly � �■A` �k;_. a ,"� Allwill " *��'�� lllllt off ! �!■!� +it •. ,,.v,�� !� f ! 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No. ,32s{79 `I©NAL Cs DATE: 05--04-2017 SCALE: 1" = 30' DESIGNED BY: JNT FILE NO. 20220 SHEET 14 OF -27 17-D5 PLANT SIZE: 1, CALIPER MEASUREMENTS SHALL BE TAKEN AT A POINT ON THE TRUNK 6 INCHES ABOVE NATURAL GRADE FOR TREES UP TO 4 INCHES IN DIAMETER; AND AT A POINT 12 INCHES ABOVE NATURAL GRADE FOR TREES OVER 4 INCHES IN DIAMETER. 2. SINGLE TRUNK TREES SHALL NOT INCLUDE THE "V" CROTCHES THAT COULD BE POINTS OF WEAK LIMB STRUCTURE OR DISEASE. 3. SHRUBS HEIGHT SHALL BE MEASURED FROM THE GROUND TO THE AVERAGE HEIGHT OF THE TOP OF THE PLANT, SPREAD SHALL BE MEASURED FROM THE END OF THE BRANCHING, EQUALLY AROUND THE PLANT. MEASUREMENTS SHALL NOT INCLUDE TERMINAL GROWTH. 4. HEIGHT AND SPREAD DIMENSIONS SPECIFIED SHALL REFER TO THE MAIN BODY OF THE PLANT AND NOT FROM BRANCH TIP TO TIP. 5. TREES AND SHRUBS THAT ARE TO BE PLANTED IN UNIFORM MASSES AND/OR ROWS SHALL BE OF UNIFORM SIZE, SHAPE, AND VIGOR. MULCH: 1. MULCH SHALL BE EITHER COMPOSTED HARDWOOD BARK, DOUBLE SHREDDED HARDWOOD BARK, PINE BARK OR APPROVED EQUAL, AND FREE OF FOREIGN MATTER. APPLY A 2-3" THICK LAYER OF APPROVED MULCH BEGINNING AT A DISTANCE OF 6" AWAY FROM THE TRUNK OF TREES AND SHRUBS. 2. ALL INTERIOR, STREET, AND PERIMETER TREES SHALL HAVE A MULCH BED CUT UNDER THE TREE EQUAL TO A 6' RADIUS AROUND THE TREE TRUNK, WHEN POSSIBLE. FERTILIZER: 1. FERTILIZER SHALL BE GRANULAR, PACKET OR PELLET, WITH 35% TO 80% OF TOTAL NITROGEN IN ORGANIC FORM. IT SHALL BE A COMPLETE FERTILIZER WITH A MINIMUM ANALYSIS OF 10% NITROGEN,6% PHOSPHOROUS AND 4% POTASSIUM. GRANULAR FERTILIZER SHALL BE APPLIED TO THE SOIL MIX WITH A 10-64 ANALYSIS AT THE FOLLOWING RATES: TREE PITS, 2-3 LBS. PER INCH OF TRUNK DIAMETER; SHRUB BEDS, 2 LBS. PER 100 SQUARE FEET OF BED AREA (OR 114 LB, PER FOOT OF HEIGHT OR SPREAD). GROUND COVER, VINE AND HERBACEOUS PLANTS, 2-3 LBS. PER 100 SQUARE FEET. THE OWNER RESERVES THE RIGHT TO DETERMINE THE TIME FERTILIZATION SHOULD OCCUR WITHIN THE ONE YEAR GUARANTEE PERIOD. TOPSOIL: 1. TOPSOIL, IF REQUIRED, SHALL BE FERTILE, FRIABLE NATURAL LOAM, UNIFORM IN COMPOSITION, FREE OF STONES,CLUMPS, PLANTS, AND THEIR ROOT DEBRIS AND OTHER EXTRANEOUS MATTER OF 1 INCH IN DIAMETER, AND CAPABLE OF PERMITTING VIGOROUS PLANT GROWTH. TOPSOIL SHALL HAVE A pH RANGE OF 6.0 TO 6.5, WITH A pH RANGE OF 5.0 TO 5.5 FOR PLANTS REQUIRING ACID SOILS. CONTRACTOR SHALL PROVIDE SGML ANALYSIS TO OWNER PRIOR TO IMPORTING TOPSOIL ONTO THE PROJECT SITE. PERMANENT SEED / SOD AREAS: 1. AREAS TO RECEIVE SEED AND/OR SOD SHALL BE FREE OF STONES, ROOTS, DEBRIS ETC. IN EXCESS OF 2 INCHES IN SIZE AND UNIFORMLY GRADED FOR PROPER DRAINAGE AND ACCEPTANCE OF THE SEED/SOD. 2. AREAS TO RECEIVE SEED AND/OR SOD THAT ARE COMPACTED SHALL BE TILLED TO A MINIMUM DEPTH OF 6" TO LOOSEN THE COMPACTED SOILS, 3. LAWN SEED OR SOD VARIETIES SHALL BE AN IMPROVED VARIETY, TURF TYPE TALL FESCUE BLEND. THE CONTRACTOR SHALL SELECT FROM VARIETIES THAT ARE APPROVED BY THE VIRGINIA AND /OR MARYLAND DEPARTMENT OF AGRICULTURE ORAS OTHERWISE NOTED. 4. NO SLOPE IN EXCESS OF 25% SHALL BE SEEDED OR SODDED. 5. REFER TO THE CURRENT EDITION OF THE LANDSCAPE SPECIFICATION GUIDELINES, PUBLISHED BY THE L.C.A. FOR METHODS OF SEED/SOD INSTALLATION. LOCATION 1. TREES SHALL BE LOCATED A MINIMUM OF FIVE (5) FEET FROM WATER AND/QR SEWER LINES, AND FOUR (4) FEET FROM WALLS AND WALKS. CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO PLANT LOCATIONS IN THE FIELD SO AS TO AVOID UTILTIES, SWALES AND OTHER UNFORSEEN CONFLICTS. IF UNUSUALLY LARGE DESCREPANCIES ARISE BETWEEN ACTUAL FIELD LIMITS AND THOSE PLANTING AREAS SHOWN ON THE PLAN , THE CONTRACTOR SHALL NOTIFY THE OWNERS REPRESENTATIVE PRIOR TO PLANTING. FAILURE TO MAKE THIS NOTIFICATION MAY RESULT IN THE CONTRACTOR'S NEED TO RELOCATE THE PLANT MATERIAL AT HIS OWN EXPENSE. 2. TREES AND SHRUBS THATARE TO BE PLANTED IN UNIFORM MASSES AND/OR ROWS SHALL BE OF UNIFORM SIZE, SHAPE, AND VIGOR. EXCAVATION AND INSTALLATION: 1. HOLES FOR TREES, SHRUBS, & PLANT BEDS SHALL BE EXCAVATED TO THE WIDTH AND DEPTH AS SHOWN ON THE DETAILS.ALL HOLES SHALL HAVE VERTICAL SIDES AND PIT DEPTH SHALL BE ADEQUATE SO AS TO ALLOW FOR 1/8 MAXIMUM OF ROOT BALL TO BE ABOVE FINISH GRADE. 2. HOLES FOR TREES SHALL BE TWELVE INCHES WIDER THAN THE BALL ON ALL SIDES. 3. HEDGES SHALL BE PLANTED IN A TRENCH 9" WIDER THAN THE SIZE OF THE BALL, OR CONTAINER, BEDS FOR MASS PLANTING AND FOR GROUND COVER, HERBACEOUS PLANTS AND VINES SHALL BE ENTIRELY ROTOTILLED TO A DEPTH OF 8". 4. PLANTS SHALL BE CENTERED IN THE PLANT PIT AND ORIENTED FOR THE OPTIMUM VISUAL EFFECT. PLANT SHALL BE SET PLUMB AND STABILIZED UNTIL BACKFILL MATERIAL HAS BEEN PLACED. CONTRACTOR SHALL MAINTAIN TREES SO THEY REMAIN UPRIGHT AND VERTICAL THROUGHOUT THE WARRANTY PERIOD. 5. REMOVE TAGS, TWINE, ROOT BASKETS FROM ENTIRE ROOT BALL. REMOVE BURLAP FROM TOP 112 OF ROOT BALL. . BACKFILL E 6 C LL PIT WITH PLANTING SOIL MIX FERTILIZER TO APPROXIMATELY TWO-THIRDS FULL. TAMP AND WATER PLANT PIT. FILL PIT WITH REMAINING SOIL MIX AND CREATE SOIL BERM, BACKFILL SHALL BE REASONABLY FREE OF STONES, SUBSOIL, CLAY LUMPS, STUMPS, ROOTS BERMUDA GRASS LITTER, TOXIC SUBSTANCES; OR ANY OTHER MATERIAL WHICH MAY BE HARMFUL TO PLANT GROWTH OR HINDER PLANTING; OR MAINTENANCE OPERATIONS. SHOULD ANY UNFORSEEN OR UNSUITABLE PLANTING CONDITIONS ARISE, SUCH AS FAULTY SOIL DRAINAGE OR CHEMICAL RESIDUES, THEY SHOULD BE CALLED TO THE ATTENTION OF THE OWNER AT THE TIME OF PLANTING. BACKFILL SHALL BE WELL WORKED ABOUT THE ROOTS AND SETTLED BY WATERING. 7. MULCH ALL TREE PITS, SHRUB, GROUND COVER AND FLOWERING BEDS WITH A 3" LAYER OF MULCH IMMEDIATELY AFTER PLANTING. ALL BED LINES SHALL BE CUT WITH A SMOOTH EDGE TO A MINIMUM DEPTH OF 3 INCHES. TREES LOCATED WITHIN THREE FEET OF SHRUB BEDS SHALL BE MULCHED AS PART OF THE SHRUB BED. SITE WORK 1 PREPARATION 1, THE LANDSCAPE CONTRACTOR SHALL NOTIFY UTILITY COMPANIES AND/OR THE GENERAL CONTRACTOR AT LEAST 48 HOURS PRIOR TO CONSTRUCTION.IN ADVANCE OF CONSTRUCTION TO LOCATE UTILITIES. CONTRACTOR SHALL BE RESPONSIBLE FOR DAMAGE TO ANY UTILITIES CAUSED BY HIS METHODS OF CONSTRUCTION OR OPERATIONS -IF THERE IS A CONFLICT WITH UTILITIES AND THE PLANTING; THE LANDSCAPE ARCHITECT SHALL BE RESPONSIBLE FOR RELOCATING PLANTS PRIOR TO THE PLANTING PROCESS. ANY COST DUE TO RELOCATING AFTER PLANTING SHALL BE BORNE BY THE OWNER. IF PLANTS ARE TO BE INSTALLED IN AREAS THAT SHOW OBVIOUS POOR DRAINAGE, AND THE PLANTS ARE INAPPROPRIATE FOR THAT CONDITION, THE LANDSCAPE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT AND OWNER, IF THEY DEEM NECESSARY, THE PLANTS SHALL BE RELOCATED, THE CONTRACT SHALL BE ADJUSTED TO ALLOW FOR DRAINAGE CORRECTION AT A NEGOTIATED COST, OR THE PLANT SELECTION MODIFIED BY THE LANDSCAPE ARCHITECT TO ACCOMMODATE THE POOR DRAINAGE. 2. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITION OF THE 'LANDSCAPE SPECIFICATION GUIDELINES FOR MARYLAND, VIRGINIA, & THE DISTRICT OF COLUMBIA" AS PUBLISHED BY THE LANDSCAPE CONTRACTORS ASSOCIATION, UNLESS OTHERWISE STATED ON THE PLAN. 3. EXISTING TREES SHALL NOT BE REMOVED, EXCEPT AS SHOWN ON THESE PLANS, UNLESS AUTHORIZATION IS GIVEN BY THE OWNER OR HIS REPRESENTATIVE, 4. PACKAGED MATERIALS SHALL BE DELIVERED IN UNOPENED CONTAINERS OR BUNDLES, IDENTIFIED WITH NAME, BRAND, TYPE, WEIGHT & ANALYSIS. MATERIALS SHALL BE STORED SO AS TO PREVENT DAMAGE OR INTRUSION BY FOREIGN OBJECTS. 5. CONTRACTOR SHALL ENSURE THAT PROPER GRADING OPERATIONS HAVE OCCURRED SO AS NOT TO HAVE PONDING OF WATER WITHIN PLANT PITS OR BEDS. 6. TREES AND SHRUBS SHALL BE DELIVERED AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED. CARE SHALL BE TAKEN SO AS NOT TO DAMAGE BARK, BRANCHES, ROOT BALL OR PLANT MATERIALS IN GENERAL. IF PLANTING OF TREES OR SHRUBS IS DELAYED MORE THAN EIGHT HOURS THEY SHALL BE PLACED IN SHADE, COVERED WITH SOIL OR OTHER ACCEPTABLE MATERIAL, AND KEPT MOIST. MATERIALS SHALL NOT REMAIN UNPLANgTED FOR MORE THAN TEN (10) DAYS. MAINTENANCE 1 WARRANTY 1. THE CONTRACTOR SHALL BE RESPONSIBLE DURING THE DURATION OF THE CONTRACT AND UP TO THE TIME OF FINAL ACCEPTANCE FOR KEEPING THE PLANTING AND WORK INCIDENTAL THERETO IN GOOD CONDITION BY REPLANTING, PLANT REPLACEMENT, WATERING, WEEDING, CULTIVATING, PRUNING AND SPRAYING, RESTAKING AND CLEANING UP AND BY PERFORMING ALL OTHER NECESSARY OPERATIONS OF CARE FOR PROMOTION OF GOOD PLANT GROWTH SO THAT ALL WORK IS IN SATISFACTORY CONDITION AT TIME OF FINAL ACCEPTANCE, AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR SHALL BE REQUIRED TO REMOVE ALL DEBRIS, TRASH, AND UNNECESSARY MATERIALS FROM THE AREA OF WORK ANWOR THE PROPERTY ON A DAILY BASIS, 3. THE CONTRACTOR SHALL REMOVE ALL DEAD PLANT MATERIAL FROM THE JOB SITE ON A WEEKLY BASIS. CONTRACTOR SHALL ALSO BE REQUIRED TO RETAIN A LOG OF ALL PLANT MATERIALS REMOVED DUE TO DEATH OR INJURY SO AS TO PROPERLY IDENTIFY THOSE PLANTS FOR REPLACEMENT. 4. THE CONTRACTOR SHALL BE REQUIRED TO REGRADE, RESEED / SOD, MULCH ETC. ALL LAWN AREAS DISTURBED AS A RESULT OF HIS PLANTING OPERATIONS. WARRANTY AND REPLACEMENT: 1. THE STANDARD WARRANTY FOR ALL MATERIAL INCLUDING PLANTS, BUT EXCLUDING SOD, BULBS, AND ANNUALS, IS FOR ONE (1) YEAR PERIOD, COMMENCING ON THE DATE OF INITIAL ACCEPTANCE. ALL PLANTS SHALL BE ALIVE AND IN SATISFACTORY GROWTH AT THE END OF THE GUARANTEE PERIOD, 2. ANY PLANT MATERIAL THAT IS 25%© DEAD OR MORE SHALL BE CONSIDERED DEAD AND MUST BE REPLACED AT NO CHARGE. REPLACEMENTS SHALL BE MADE DURING THE NEXT PLANTING PERIOD. REPLACEMENTS SHALL BE OF THE SAME TYPE, SIZE AND QUALITY AS ORIGINAL SPECIES UNLESS OTHERWISE NEGOTIATED. GENERAL CONDITIONS SCOPE OF WORK THE LANDSCAPE CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR AND EQUIPMENT TO COMPLETE ALL LANDSCAPE WORK AS SHOWN ON THE PLANS AND SPECIFICATIONS. STANDARDS 1. ALL PLANTS SHALL BE PROPERLY MARKED FOR IDENTIFICATION AND CHECKING AND ARE SUBJECT TO APPROVAL BY THE OWNER'S REPRESENTATIVE. 2. STATE OR FEDERAL NURSERY INSPECTION CERTIFICATES SHALL BE FURNISHED TO THE OWNER UPON REQUEST. 3. THE CONTRACTOR SHALL VERIFY PLANT QUANTITIES AND ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. IF THERE IS A DISCREPANCY BETWEEN THE DRAWING AND THE LIST ON THE PLANS, THE DRAWING SHALL TAKE PRECEDENCE. 4. ALL PLANT MATERIAL WILL CONFORM TO THE CURRENT EDITION OF THE'AMERICAN STANDARD FOR NURSERY STOCK' PUBLISHED BY AMERiCANHORT AND CONFORM IN GENERAL TO THE REPRESENTATIVE SPECIES. 5. PLANT MATERIAL MUST BE SELECTED FROM NURSERIES THAT HAVE BEEN INSPECTED AND CERTIFIED BY STATE PLANT INSPECTORS,COLLECTED MATERIAL MAY BE USED ONLY WHEN APPROVED BY OWNER'S REPRESENTATIVE. NOMENCLATURE WILL BE IN ACCORDANCE WITH HORTUS III BY L.M. BAILEY, 6. PRE-BID SUBSTITUTIONS: IT IS THE LANDSCAPE CONTRACTOR'S RESPONSIBILITY TO MAKE EVERY REASONABLE EFFORT TO FIND THE PLANTS SPECIFIED BY THE LANDSCAPE ARCHITECT. THE LANDSCAPE CONTRACTOR MAY OFFER SUBSTITUTIONS TO THE LANDSCAPE ARCHITECT FOR HIS/HER CONSIDERATION, THE LANDSCAPE CONTRACTOR WILL NOTIFY THE LANDSCAPE ARCHITECT IF THERE ARE KNOWN. DISEASES OR INSECT RESISTANT SPECIES THAT CAN BE SUBSTITUTED FOR A SELECTED PEST -PRONE PLANT. THE CONTRACTOR SHALL SUBMIT A BASE BID AS PER PLAN PLUS PRICE CLARIFICATIONS FOR ALL RECOMMENDED SUBSTITUTIONS, 7. POST -BID SUBSTITUTIONS: IT IS THE INTENT TO ELIMINATE POST -BID SUBSTITUTIONS. HOWEVER, IN THE EVENT THAT THE CONTRACT MATERIAL HAS BECOME UNAVAILABLE, AN APPROPRIATE SUBSTITUTION MUST BE APPROVED BY THE OWNER'S REPRESENTATIVE. SUBSTITUTIONS SHALL NOT BE MADE WITHOUT PRIOR WRITTEN APPROVAL FROM THE OWNER, ANY SUBSTITUTIONS MADE WITHOUT THIS APPROVAL MADE BE SUBJECT TO REJECTION AND REMOVAL AT THE CONTRACTOR'S EXPENSE. 8. PLANT MATERIAL SHALL BE SUBJECT TO INSPECTION AND APPROVAL BY OWNER OR OWNER'S REPRESENTATIVE FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AS TO QUALITY, SIZE AND VARIETY, PLANTS DAMAGED IN HANDLING OR TRANSPORTATION MAY BE REJECTED BY THE OWNERS REPRESENTATIVE. PLANT QUALITY: 1. ALL PLANTS SHALL BE NURSERY GROWN IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND BE FREE OF PLANT DISEASE, INSECTS, EGGS AND LARVAE AND SHALL HAVE HEALTHY ROOT SYSTEMS. 2. ALL PLANT SIZES SHALL AVERAGE AT LEAST THE MIDDLE OF THE PLANT RANGE GIVEN IN THE PLANT LIST, BUT IN NO CASE SHALL ANY PLANT BE LESS THAN THAT SIZE STATED FOR THAT SPECIES.. 3. BALLED AND BURLAPPED PLANTS SHALL BE DUG WITH FIRM ROOT BALLS FREE OF NOXIOUS WEEDS. THERE SHOULD BE NO EXCESS SOIL ON TOP OF THE ROOTBALL OR AROUND THE TRUNK. 4. CONTAINER GROWN STOCK SHALL HAVE BEEN GROWN IN THE CONTAINER LONG ENOUGH FOR THE ROOT SYSTEM TO HAVE DEVELOPED SUFFICIENTLY TO HOLD ITS SOIL TOGETHER, 5. EVERGREEN TREES SHALL BE UNIFORMLY WELL SHAPED WHEN LISTED AS "HEAVY" OR "FULL". 6. PRUNING SHALL BE DONE PRIOR TO OR DURING PLANTING OPERATION, 7. ALL PLANT MATERIAL IN TRANSIT SHALL BE COVERED WITH BURLAP OR SIMILAR COVER TO KEEP IT FROM WIND DAMAGE AND DRYING OUT. THE COVERING SHALL COMPLY WITH THE STATE AND LOCAL LAWS PERTAINING TO THE TRANSPORT OF MATERIALS. 8. DO NOT REMOVE CONTAINER GROWN STOCK FROM CONTAINERS UNTIL PLANTING TIME. 9. ALL CONTAINER -GROWN PLANTS SHOULD BE GROUPED AND WATERED DAILY UNTIL THEY ARE PLANTED IN THE LANDSCAPE, THE SOIL SHALL BE KEPT MOIST WITH THE EQUIVALENT OF ONE -INCH OF RAINFALL PER WEEK. 10. TREES SHALL BE PLACED IN AN UPRIGHT POSITION WITH THE ROOTBALL COVERED BY MULCH AND KEPT MOIST. TREES AND SHRUBS SHOULD NOT BE LEFT ON SITE UNPLANTED FOR MORE THAN 24 -HOURS WITHOUT ADEQUATE WATER TO INSURE ROOT SURVIVAL. SET TOP 1/8 OF ABOVE FINIS REMOVE BURL TDP 1/2 OF RC BACKFILL WITH SOIL MIX EXISTING SOIL & 1/4 ORGANIC PRUNE RUBBIN, SIGN (SEE DETAIL) 6" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW FINISHED GRADE 18" DIA. CONCRETE ENCASEMENT BOLLARD DETAIL NOT TO SCALE PFAAnN1G PPO PI 91A nISEASED OR Y. LEAVE RM INTACT SHRUB PLANTING DETAIL SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. INTERNATIONAL SYMBOL OF ACCESSIBILITY DISPLAY CONDITIONS 12" FC EP 8' VAN ACCESSIBLE SPACE j HANDICAPPED SYMBOLS RESERVED WHEEL STOP WITH EP 2, PARKING STRIPED AREA W MIN. MAT' L. 6" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW FINISHED GRADE 18" DIA. CONCRETE ENCASEMENT BOLLARD DETAIL NOT TO SCALE PFAAnN1G PPO PI 91A nISEASED OR Y. LEAVE RM INTACT SHRUB PLANTING DETAIL SIGN SHALL BE LOCATED SUCH THAT IT WILL NOT BE OBSCURED BY VEHICLE PARKED IN SPACE. INTERNATIONAL SYMBOL OF ACCESSIBILITY DISPLAY CONDITIONS 12" 24" UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF $50.00 TO $100.00 4.0' MIN` 7,0' MAX. LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE A_ HANDICAPPED PARKING 04/15 N.T.S. 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 04/15 N.T.S. VER 1 MIN SCALE: NOT To SCALE 1"X4"X4'-8" SLATS, 2-FINfSH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST R 4"X4"X8' POSTS 1.25"41-�4,_O" NOTES: 1 10 1211 RETAINING WALL NOT TO SCALE FINAL GRADE CAST IN PLACE WALL #4 REBAR " 16" O.C. HORZ ##4 REBAR a 24" O.C. VERT. FOOTING 1. PRESERVATIVE STAIN ON ALL WOOD.101 7 ­ COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. �a COMPACTED GRAVEL WOOD FENCE DETAIL OR APPROVED EQUAL FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING 1 DIG HOLE 2X -3X ROOT BALL WIDTH `I dN OR TIE DOSE NTH TIE STAKES -IN SEVERE 4D ITION S -EX TENDED TO ,RING SOIL STAKES ) TO FIRM SOIL FAKES PARALLEL 5 AND BUILDINGS TREE PLANTING _ VERTICAL STAKES TREES <4" CAL. NOT TO SCALE WIRE MESH REINFORCING V.D.O.T. 8. ROAD AND BRIDGE STANDARDS SECTION 301.04 '�SY: CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM -1 METHOD) TRASH DUMPSTER PAD (NOT TO SCALE) 1.5" SM -9.5A SURFACE COURSE 2.0" IM-19.OA INTERMEDIATE 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 %ND A TRAFFIC LOADING OF XXXX. 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. HEAVY DUTY PARKING PAVEMENT SECTION N.T.S. 04/15 VER 1 SCALE: NOT TO SCALE C4 LO O m c G N N J _ °''t 1 >"o c c�= m - V.. CL V_ = a LL �P >! 14c0 z cr. 6 _Z `r� Lu z p u CO W z W U E1 1-I I -I -ct, P-4 F� W O U) � U �i W dinw- W� z Q UD Rev. No. I Date rru RANDY L'IKEFLER LiC. N 0. 32809 RENINFORCED CONCRETE NOTE: C;)4) 4" REINFORCED CONCRETE ORLDED WIRE FIBER MESHABIC ON CONCRETEHAIRS 3000 PSI UIVAL 4" SUBBASE (21-A STONE) . _ 2' WIDTH VARIES 2' MIN. SEE SITE PLAN MIN. III / I I I 4" 'IMI1=III '1I1 #1I1 1I1 SII I� III X11, COMPACTED SUBGRADE (95% DENSITY) CONCRETE SIDEWALK DETAIL Dt-concsw (NOT TO SCALE) DATE: 05-04-2017 SCALE: N/A DESIGNED BY. JNT FILE NO. 2022C SHEET 15 OF -27 17-05 LIGHT COLORED 8' VAN ACCESSIBLE SPACE j REFLECTIVE RESERVED W FOR REGULAR SPACE BACKGROUND PARKING MAT' L. NOTE: DARK COLORED RAMP FOR HANDICAPPED MUST 2" LETTERS & } BE LOCATED AT SAME POINT 318" BORDER ADJACENT TO THE STRIPED AISLE. 24" UNLAWFUL PARKING IN THIS SPACE IS SUBJECT TO A FINE OF $50.00 TO $100.00 4.0' MIN` 7,0' MAX. LIGHT COLORED 1" LETTERS DARK COLORED REFLECTIVE BACKGROUND MATERIAL 4" STEEL PIPE FILLED WITH CONCRETE A_ HANDICAPPED PARKING 04/15 N.T.S. 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 04/15 N.T.S. VER 1 MIN SCALE: NOT To SCALE 1"X4"X4'-8" SLATS, 2-FINfSH NAIL AT TOP AND BOTTOM 2"X4"X4' BEAMS, TOE NAIL TO POST R 4"X4"X8' POSTS 1.25"41-�4,_O" NOTES: 1 10 1211 RETAINING WALL NOT TO SCALE FINAL GRADE CAST IN PLACE WALL #4 REBAR " 16" O.C. HORZ ##4 REBAR a 24" O.C. VERT. FOOTING 1. PRESERVATIVE STAIN ON ALL WOOD.101 7 ­ COLOR TO MATCH THAT OF BLDG. 2. FINISHED SIDE OF FENCE SHALL FACE ADJOINING PROPERTY, IF APPLICABLE. �a COMPACTED GRAVEL WOOD FENCE DETAIL OR APPROVED EQUAL FOR BOTH DUMPSTER ENCLOSURE AND PERIMETER FENCING 1 DIG HOLE 2X -3X ROOT BALL WIDTH `I dN OR TIE DOSE NTH TIE STAKES -IN SEVERE 4D ITION S -EX TENDED TO ,RING SOIL STAKES ) TO FIRM SOIL FAKES PARALLEL 5 AND BUILDINGS TREE PLANTING _ VERTICAL STAKES TREES <4" CAL. NOT TO SCALE WIRE MESH REINFORCING V.D.O.T. 8. ROAD AND BRIDGE STANDARDS SECTION 301.04 '�SY: CLASS A-3 CONCRETE 6" BASE 21-A COMPACTED SUBGRADE (COMPACTED TO 95% DENSITY AT OPTIMUM MOISTURE CONTENT, VDOT BTM -1 METHOD) TRASH DUMPSTER PAD (NOT TO SCALE) 1.5" SM -9.5A SURFACE COURSE 2.0" IM-19.OA INTERMEDIATE 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 %ND A TRAFFIC LOADING OF XXXX. 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. HEAVY DUTY PARKING PAVEMENT SECTION N.T.S. 04/15 VER 1 SCALE: NOT TO SCALE C4 LO O m c G N N J _ °''t 1 >"o c c�= m - V.. CL V_ = a LL �P >! 14c0 z cr. 6 _Z `r� Lu z p u CO W z W U E1 1-I I -I -ct, P-4 F� W O U) � U �i W dinw- W� z Q UD Rev. No. I Date rru RANDY L'IKEFLER LiC. N 0. 32809 RENINFORCED CONCRETE NOTE: C;)4) 4" REINFORCED CONCRETE ORLDED WIRE FIBER MESHABIC ON CONCRETEHAIRS 3000 PSI UIVAL 4" SUBBASE (21-A STONE) . _ 2' WIDTH VARIES 2' MIN. SEE SITE PLAN MIN. III / I I I 4" 'IMI1=III '1I1 #1I1 1I1 SII I� III X11, COMPACTED SUBGRADE (95% DENSITY) CONCRETE SIDEWALK DETAIL Dt-concsw (NOT TO SCALE) DATE: 05-04-2017 SCALE: N/A DESIGNED BY. JNT FILE NO. 2022C SHEET 15 OF -27 17-05 OVA. �w.w�ra:ri�l�l �i�<• f 7� I�i';� . r all f'. . a ��.......,...... tom. � ; �1 .�...� = ' i►. ..rr►� 0�: r �Ion� EX DW T - ��a�!�Ee. ` ' MY!�i' IIIA.►"w�1►�r%. r. ... ..- � i���..w�Ill�-�. • " 0 • • • • r • • r . . . • r � , r rEi ` r • r r • • r I, I THIS SHEET TO BE USED FOR SIGHT DISTANCE ONLY AMOCO LANE PAVEMENT MARKING NOTE: TYPE B, CLASS I PAINTED YELLOW DOUBLE LINE PAVEMENT MARKING, 4" WIDTH, SEPARATED BY A 41" SPACE, SHALL BE EXTEND ON RTE 839 ALONG PROPERTY FRONTAGE. i� TYPICAL SECTION (C&G) AMOCO LANE ROUTE 839 t/AMIAni 17 onnr PRELIMINARY PVMT. DESIGN AMOCO LANE PVMT. SECTION 2" SM -9.5A BASE LOUSE 3" BM -25 BASE COURSE 8" SUBBASE VDOT STD. 21B NOTE: FINAL PAVEMENT DESIGN SHALL BE BASED ON ACTUAL CBR TESTING VALUES AND FLEXIBLE PAVEMENT DESIGN WORKSHEET, THE DESIGN ENGINEER SHALL REVIEW THE RESULTS OF THE CBR AND PROPOSED PAVEMENT DESIGN TO ENSURE CONFORMANCE WITH THE INTENT OF THE SITE PLAN. THE FINAL DESIGN SHALL BE REVIEWED AND APPROVED BY VDOT PRIOR TO CONSTRUCTION, 715 710 705 700 695 690 -3+50 -3+00 -2+50 H = 1 : 50 710 705 700 695 690 Ln Ip > 685 -3+50 -3+00 H=1:50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 INTERSECTION SIGHT DISTANCE PROFILE ENTRANCE A -2+50 -2+00 -1+50 -1+00 -0+50 0+00 0+50 1+00 INTERSECTION SIGHT DISTANCE PROFILE ENTRANCE B 715 710 705 700 695 -i __.._.-.. a 1690 1+50 2+00 2+50 3+00 3+50 1+50 700 695 690 685 2+00 700 �40I.i 690 to n > 685 30 15 0 30 60 SCALE: 1" = 30' 715 710 710 705 705 700 695 690 685 2+00 700 �40I.i 690 to n > 685 30 15 0 30 60 SCALE: 1" = 30' -0+50 0+00 0+50 1+00 H=1:50 ENTRANCE "A"' 715 710 710 705 705 700 700 695 695 690 690 685 un n 685 > 680 1+50-0+50 0+00 0+50 H = 1 5ENTRANCE "B" E C: 04 V 0 con Cr., 0 CR to CL T � 0 101 >2 to z rx LuZ z W N U 7t LLJ ccl) to C) C6 GO GD CCS CO CQ 6i cri W co w toCD a o cv F4 --_. _-.-__-- U) + 49 O + C€1.,._..� {_ fid r Q_W tj� - - tu — -- - -Cly. LU ExTsrv� -z f..---------- _. - -I - _.... Nr - ...... ... sem -0+50 0+00 0+50 1+00 H=1:50 ENTRANCE "A"' 715 710 710 705 705 700 700 695 695 690 690 685 un n 685 > 680 1+50-0+50 0+00 0+50 H = 1 5ENTRANCE "B" E C: 04 V 0 con Cr., 0 CR to CL T � 0 101 >2 to z rx LuZ z W U � LLJ n �E--- z z w Z W co o a F4 a U) Rev. Na. Date 02 3-24-2017 TH Opp RANDY L. PLEB Lic. No. 32809 °.,��'-a:i���-fir �•k' AL � DATE: 05-04-2017 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 2022C SHEET 16 OF -27 17-05 715 710 705 700 695 nHO nH0 0 0 9 WARP CG -6 FOR POSITIVE DRAINAC - H 710 710 705 705 700 700 695 695 OVERLAY AMOCO LANE PLAN VIEW 1wMe U 715 710 740 705 705 700 700 695 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 H: V= 10' 10+00 H: 1" = 10' 11+00 H: 1" = 10' 12+00 H: 1" = 10' 13+00 I � V:1"=5' EX. GRADE - 695 690 PROPOSED GRADE—, 710 705 705 700 700 695 695 23.0' PROP. ROAD WIDTH 30 15 0 30 60 SCALE: 1 " T 30' 710 1 705 1 700 1 695 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 H: V= 10' 10+00 H: 1" = 10' 11+00 H: 1" = 10' 12+00 H: 1" = 10' 13+00 I � V:1"=5' V:1"=5' 30 15 0 30 60 SCALE: 1 " T 30' 710 1 705 1 700 1 695 1 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 H: V= 10' 10+00 H: 1" = 10' 11+00 H: 1" = 10' 12+00 H: 1" = 10' 13+00 V:1"45' V:1"=5' V:1"=5' V:1"=5' 710 705 700 695 690 AMOCO LANE CROSS SECTIONS 705 700 700 695 695 690 690 685 j®_.� . ff0� a - -- - f>. ._. __. PROP RO D WIDT PROPOSED GRADE _.. __---...-... ..._ 2..0 4...__.-__ _.._...� _ ... _... _ ... 1 _,..._. bkNE ----LANE. __... O EX RADE 700 700 695 695 685 685 705 lufis • 695 685 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+00 0+10 0+20 0+30 0+40 0+50 0+60 �H: 1" = 10' 14+00 H: 1" = 10' 15+00 H: 1" = 10' 16+00 V: 1"=5' V- 1"=5' V:1"=5' AMOCO LANE CROSS SECTIONS 1= � 14 �ow, � 2 `as , IN, d ' d r CD k � C d LL Rev. No. Date 01 3-24-2017 I j off' RA D L EPLER Lic. NO. 32809 Oma,19 --T ,,4q _ ZO)4 S"OIVAL DATE: 05-04-2017 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 20220 SHEET 17 OF -27 1'7—a5 CONC PARKING "-^f 10, Pvc a MUM Powwc &ZON r.W ) - CO. Mff.--� FF_..V V ix Asp r .r PARKIW ASPHALT CUR& g EX OVEI?t!M t?Itf Y CONC. AREA .a. a CONC. AREA AUTO -TURN SITE EXIT a 9 15.00 4600 250 41.00 o.00 CD O O O D 4.00 19.50 Q WB -62 feet Tractor Width :8.00 Look to Lock Time : &0 Trailer Wkith :8.50 Steedrq Argle : 26.4 Tractor Track : 8.00 Articulating Angie : 70:0 Troller Track : 8.50 0 vmw a a , AUTO -TURN SITE ENTER 30 15 0 30 60 SCALE: 1 " = 30' OM co 4D C4to ter+Cc 0. C N 7 v N J CD C .� cm 4f _ A:kh ti R v' yo c r CD rn o U. F- Rev. No. Date 01 3-24--2027 TH op j RANbY PL Lic. No. 32809 o Eq -J vLy-zo1-tA 10 TL, DATE: 05-04-2017 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 20220 SHEET 18 OF -27 17—Q5 CD Q � w W W L) � w ww 0 Rev. No. Date 01 3-24--2027 TH op j RANbY PL Lic. No. 32809 o Eq -J vLy-zo1-tA 10 TL, DATE: 05-04-2017 SCALE: AS SHOWN DESIGNED BY: JNT FILE NO. 20220 SHEET 18 OF -27 17—Q5 710 705 700 695 690 685 I I 680 CO ern ac Inlet 0.30% 29, _ 13"X3 1. .. s.. Q.N RET -@$ 0% _... _ ......... I ( ) In n m. 11 . . 1 S(%) Sx Ouft) co IS, 11 11 Ir A. S 11 2 �r _.._ -._m. r + ? S'w = W'(12 -W) ZZ z CO ern ac Inlet 1 0.38 DA (AC) C CA Sum CA I ( ) In n m. 11 . . !_o S(%) Sx Ouft) T (ft) ' (ft) frV/T Sw (ft/ft) Z Eo a 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 H=1 50 STORM STR.1 TO STIR. 8 -- - - _ INLET COMPUTATIONS 705 700 700 695 695 690 690 685 685 680 LO I I 680 >- 675 10+00 10+50 11+00 11+50 H = 1 50 25 DI -1 1 2.16 1 0.47 0.78 0.3-11 0.37 1 4.00 1 1.47 1 0.00 1 1.47 1 T 100.00 1.47 0.00 0.18 - - 9.103 Inlet 1 0.38 DA (AC) C CA Sum CA I ( ) Q (cfs) Qb (cfs) Qt (cfs) S(%) Sx Ouft) T (ft) ' (ft) frV/T Sw (ft/ft) Sw!5x Eo a S'w = W'(12 -W) Se=Sx+S` w(Eo) (ft/ft) Lt (ft) L Spec Length L/Lt E (%} Qi (cfs) Qb Co (cfs) SagInlets Only CA Structure Name Curb Inlet ID Opening Length (ft) Depth (in) Height d/h (ft) T @ Sag 8 DI -3B - 6' 6.00 0.22 0.61 0.13 0.13 4.0+0 0.53 0.00 0.53 0.01 0.02 2.63 2.06 0.76 0.08 4.17 1.00 3.52 0.15 0.17 4.58 6.00 1.31 100.00 0.53 0.00 0,18 - - - 7 DI -313 - 6' 6.00 0.28 0.74 0.21 0.21 4.00 0.83 OAO 0.83 0.01 0.02 4.12 2.00 0.49 0.08 4,17 0.94 3.52 0.15 0.16 5.70 6.00 1.05 100.00 0.83 0,00 0.21 - - - 12 DI -313 - 8' 8.00 0.38 0.72 0.28 0.28 4.00 1.10 0.00 1.10 0.01 0.02 5.09 2.00 0.39 0.08 4.17 0.88 3.52 0.15 0.15 6.65 8.00 1.2.0 100.00 1.10 4.00 0.23 - - - 11 DI -1 2.16 0.45 0.79 0.35 0.35 4.00 1.41 0.00 1.41 11.00 24.34 0.21 0.05 5.86 0.13 10.82 5.82 62.98 0.53 0.18 73.05 0.63 0.33 100.00 1.41 0.00 0.18 - - 8.855 10 DI -3B - 6' 6,00 0.21 0.86 0.18 0.18 4.00 0.73 0.00 0.73 0.01 0.02 3.70 2.00 0.54 0.08 4.17 0.96 3.52 0.15 0.16 5.34 6.00 1.12 100.00 0.73 0.00 0.20 - - - 9 DI -1 1 2.16 0.37 0.79 0.29 0.29 4.00 1.18 0.00 1,18 0.12 0.20 692.33 694.53 2 691.80 22.00 12.62 140.45 0.16 0.23 3.16 0.04 11.68 100.00 1.18 0.00 0.16 1 - 7.875 6 DI -3C - 6` 6.00 0.35 0.82 0.28 0.28 4.00 1.14 0.00 1.14 0.01 0.02 0.06 2.00 0.12 0.08 6.00 1.00 100.00 1.14 0,00 0.14 0.458 0.302 0.6 5 DI -313 - 4' 4.00 4.06 0.81 0.05 0.05 4.00 0.19 0.00 0.19 0.01 0.02 1 1.47 2.00 11.36 0.08 1 4.17 1.00 3.52 0.15 0.17 3.00 4.00 1.33 100.00 0.19 0.00 0,16 - - - 4 DI -313 - 4' 4.00 0.12 0.69 0.08 0.08 4.00 0.33 0.00 0.33 0,01 0.02 1,80 2.00 1.11 0.08 4.17 1.00 3.52 0.15 0.17 3,75 4.00 1.07 100.00 0.33 0.00 0.16 - - - 3 D1 -3B - 4' 4.00 0.16 0.69 0.11 0.11 4.00 0.45 0.00 0.45 0.01 0,02 2.11 2.00 095 0.08 4.17 1.00 3.52 0.15 0.17 4.27 4.00 0.94 99.29 0.45 0.00 0..17 - - - 2 1 DI -313 - 61 6.00 0.21 1 0.81 0.17 0.17 4.00 0.69 0.00 0.69 0.01 0.02 3.53 2.00 0.57 0.08 4.17 097 3.52 0.15 0.16 5.21 1 6.00 1,151 100.00 0.69 0,00 0.20 - - - 25 DI -1 1 2.16 1 0.47 0.78 0.3-11 0.37 1 4.00 1 1.47 1 0.00 1 1.47 1 T 100.00 1.47 0.00 0.18 - - 9.103 12 9 1 0.38 0.72 1 0.28 STORM SEWER PIPE CALCULATIONS 5.00 6.50 1.79 694.10 693.51 59.47 1.00 15 Runoff 4.78 0.21 0,21 HDPE 9 6 0.37 0.79 I ncrem Flow 5.00 6.34 DA 693.26 CA CA Tc Rainfall Runoff Q, Invert Up Invert Length Slope Diameter Capacity Velocity HDPE 6 Pipe From To C 1.73 5.00 6.26 10.82 692.14 691.82 63.64 0.50 Flow Time Time 5.82 0.18 (Acres) C (Increm.) (Accum.) (min) (in/hr) (cfs) (ft) Down (ft) (fit) (%) (in) (cfs) (fps) 11.00 691.72 Materia! 24.34 0.50 f 18.69 1 5.86 0.07 0.07 HDPE 4 3 0.12 (min) (min) 1.86 11 10 0.45 0.79 0.35 0.35 5.00 6.50 2.29 694.42 693.78 64.40 1.00 15 7.55 5.11 0.21 0.21 HDPE 10 9 0.21 0.86 0.18 0.53 5.00 6.42 I 3.43 693.68 693.51 1 33.44 0.50 15 5.34 2.80 0.13 0.20 HDPE 12 9 1 0.38 0.72 1 0.28 0.28 5.00 6.50 1.79 694.10 693.51 59.47 1.00 15 7.55 4.78 0.21 0,21 HDPE 9 6 0.37 0.79 0.29 1.10 5.00 6.34 7.00 693.26 692.64 82.70 0.75 18 10.63 6.07 0.23 0.23 HDPE 8 7 0.22 0.61 0.13 0.13 5.00 6.50 0.86 693.84 693.20 64.33 1.00 15 7.53 3.87 0.28 0.28 HDPE 7 6 0.28 0.74 0.21 0.34 5.00 6.39 2.17 693.10 692.89 42.48 0.50 15 5.36 3.32 0.18 0.18 HDPE 6 5 0.35 0.82 0,28 1.73 5.00 6.26 10.82 692.14 691.82 63.64 0.50 24 18.64 5.82 0.18 0.18 HDPE 5 4 0.06 0.81 0.05 1.78 5.00 6.19 11.00 691.72 691.60 24.34 0.50 24 18.69 1 5.86 0.07 0.07 HDPE 4 3 0.12 0.59 0.08 1.86 5.00 1 6.17 11.46 691.50 689.55 156.64 1.25 19X30 27.25 3.62 0.33 0.72 Concrete 3 2 0.16 0.69 0.11 1.97 5.00 5.93 11.68 689.55 689.40 29.30 0.50 19X30 17.25 3.69 0.09 0.13 Concrete 2 1 0.21 0.81 0,17 2.14 5.00 5.89 12.62 689.40 689.00 140.45 0.28 22X34 17.83 3.16 0.51 0.72 Concrete 710 705 700 690 685 I I a 680 10+00 10+50 11+00 11+50 H=15a 710 700 705 695 700 690 695 685 690 680 685 411 r 675 680 10+00 10+50 H=1 50 STORM STR. 9 TO STR. 12 705 700 700 695 695 690 690 685 685 680 05' _ . *0*. .. 11.. p At- ...OND it f t•.. fi$D fi75 illi.=12 z Z K Z,-,---- �_ -m 10+00 10+50 H = 1 50 STORM STR. 20 TO STR. 21 710 710 705 705 700 700 695 695 685 685 r U-) m- 00 II _c*a >_ _. + > 680 680 z� 10+00 10+50 H=1 50 OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL: MAXIMUM TAILWATER CONDITION (Tw>0.50DO) 3Do T Outlet1 Min. 14 - Do + 0.4La Pipe Diameter, Da L I a----;1 iTwate.5Da v RIP -RAP APRON DIMENSIONS W HYDRAULIC GRADE LINE CALCULATIONS STRUCTURE # f La (ft) Do (ft) 3Do (ft) W (ft) 21 20 0.48 0.79 0.38 0.38 5.00 6.50 2.45 691.63 690.00 61.33 2.66 15 12.31 7.41 0.14 0.14 HDPE 7.75 0.5 1 Final H (ft) ! nletRim W.S.E. (ft) Elev (ft) Vo (fps) Ho (ft) Qi Vi (cfs) (fps) QiVi Vi^2J2g Hi (ft) Angle : (deg) Jt Hb Ht (ft) (ft) 1.3Ht (ft) 0.5Ht (ft) 23 22 10 -Yr Peak flow frorn Sheetz SWM Pond = 2.36 699.10 697.50 152.90 1.05 18 12.56 5.17 0.49 0.49 HDPE 0.07 0.09 0.05 0.05 694.28 701.02 7 694.05 15.00 2.17 42,48 25 24 0.47 0.78 0.37 0.37 5.00 6.50 2.39 698.09 697.50 84.53 1 0.70 15 6.31 4.53 0.31 0.31 HDPE 0.18 694.23 698.81. 6 693.58 24.00 10.82 63.64 0.17 0.11 5.82 0.13 7.00 6.07 710 705 700 690 685 I I a 680 10+00 10+50 11+00 11+50 H=15a 710 700 705 695 700 690 695 685 690 680 685 411 r 675 680 10+00 10+50 H=1 50 STORM STR. 9 TO STR. 12 705 700 700 695 695 690 690 685 685 680 05' _ . *0*. .. 11.. p At- ...OND it f t•.. fi$D fi75 illi.=12 z Z K Z,-,---- �_ -m 10+00 10+50 H = 1 50 STORM STR. 20 TO STR. 21 710 710 705 705 700 700 695 695 685 685 r U-) m- 00 II _c*a >_ _. + > 680 680 z� 10+00 10+50 H=1 50 OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL: MAXIMUM TAILWATER CONDITION (Tw>0.50DO) 3Do T Outlet1 Min. 14 - Do + 0.4La Pipe Diameter, Da L I a----;1 iTwate.5Da v RIP -RAP APRON DIMENSIONS W HYDRAULIC GRADE LINE CALCULATIONS STRUCTURE # ROUND PIPE TAILWATER FLOWING FULL (cfs) CONDITION La (ft) Do (ft) 3Do (ft) W (ft) Ds© (ft) Inlet No. Outlet W.S.E. (ft) Do (in) Qo (cfs) Lo (ft) Sfo (a) Hf (ft) 12.50 0.5 1 20 5.00 JUNCTION LOSS 1.25 3.75 7.75 0.5 1 Final H (ft) ! nletRim W.S.E. (ft) Elev (ft) Vo (fps) Ho (ft) Qi Vi (cfs) (fps) QiVi Vi^2J2g Hi (ft) Angle : (deg) Jt Hb Ht (ft) (ft) 1.3Ht (ft) 0.5Ht (ft) 8 694.23 15.00 0.86 64.33 0.01 0.01 3.87 0.07 0.07 0.09 0.05 0.05 694.28 701.02 7 694.05 15.00 2.17 42,48 0.08 0.04 3.92 0.06 0.86 3.87 1 3.32 0.23 1 0.08 30.34 0.35 0.08 0.22 0.29 0.14 0.18 694.23 698.81. 6 693.58 24.00 10.82 63.64 0.17 0.11 5.82 0.13 7.00 6.07 42.51 0.57 0.20 78.36 0.67 0.39 0.72 0.36 0.47 694.05 2.18 3.92 8.54 0.24 23.15 0.28 0.07 698.35 5 693.20 24.00 11.00 24.34 0.21 0.05 5.86 0.13 10.82 5.82 62.98 0.53 0.18 73.05 0.63 0.33 0.65 0.32 0.38 693.58 698.07 4 692.33 19.00 11.46 156.64 0.25 0.39 3.62 0.05 11.00 5.86 64.43 0.53 0.19 90.00 0.72 0.38 0.62 0.31 0.70 693.03 697.28 3 692.13 19.00 11.68 29.30 0.26 0.08 3.69 0.05 1.11.46 3.62 141.48 0.20 1 0.07 66.64 0.60 0.12 a25 0.12 0.20 692.33 694.53 2 691.80 22.00 12.62 140.45 0.16 0.23 3.16 0.04 11.68 3.69 43.06 0.21 0.07 42.70 t 0.45 0.10 0.21 0.10 0.33 692.13 694.73 11 694.91 15.00 2.29 64.40 0.09 0.06 5.11 0.12 0.12 0.16 0.08 0.14 695.05 697.12 10 694.59 15.00 3.43 33.44 0.22 1 0.07 2.80 0.03 2.29 5.11 11.70 0.41 0.14 48.59 0.49 0.20 0.37 0.48 0.24 0.32 694.91 699.01 9 694.05 18.00 7.00 82.70 0.33 0.27 6.07 0.14 1.79 4.78 856 0.35 0.04 80.701 0.68 0.24 0.43 0.56 0.28 0.55 694.59 3.43 2.80 9.59 0.12 5.02 0.06 0.01 697.50 12 694.59 15.00 1.79 59.47 0.06 0.04 4.78 0.11 0.11 j 0.14 0.07 0.10 694.70 699.73 21 691.80 15,00 2.45 61.33 0.12 0.07 7.41 0.260.26 ! 0.33 0.17 0.24 692.04 691.63 23 698.70 18.00 2.36 152.90 0.04 0.07 5.17 0.12 0.12 0.16 0.08 0.15 698.85 699,10 25 698.50 15.00 2,39 1 84.53 10.12 0.10. 4.53 0.10 0.10 0.12 0.06 0.16 698.66 700.59 710 705 700 690 685 I I a 680 10+00 10+50 11+00 11+50 H=15a 710 700 705 695 700 690 695 685 690 680 685 411 r 675 680 10+00 10+50 H=1 50 STORM STR. 9 TO STR. 12 705 700 700 695 695 690 690 685 685 680 05' _ . *0*. .. 11.. p At- ...OND it f t•.. fi$D fi75 illi.=12 z Z K Z,-,---- �_ -m 10+00 10+50 H = 1 50 STORM STR. 20 TO STR. 21 710 710 705 705 700 700 695 695 685 685 r U-) m- 00 II _c*a >_ _. + > 680 680 z� 10+00 10+50 H=1 50 OUTLET PROTECTION FROM A ROUND PIPE FLOWING FULL: MAXIMUM TAILWATER CONDITION (Tw>0.50DO) 3Do T Outlet1 Min. 14 - Do + 0.4La Pipe Diameter, Da L I a----;1 iTwate.5Da v 705 1 700 1 695 I 690 1 685 1 680 1 675 I 710 705 700 695 690 685 680 N in aro � C NN Ri N Cb C _C4 0 .Cas Ci C m G s� m 3 1 z Lu z U V 71 (D RIP -RAP APRON DIMENSIONS W STRUCTURE # ROUND PIPE TAILWATER FLOWING FULL (cfs) CONDITION La (ft) Do (ft) 3Do (ft) W (ft) Ds© (ft) CLASS 1 17.30 MAX. 10 2.83 8.50 12.50 0.5 1 20 5.00 MAX. 10 1.25 3.75 7.75 0.5 1 22 17.32 MAX. 30 1.50 4.50 16.5 1.0 1 24 11.87 MAX. 28 1.25 3.75 15.75 1.0 1 705 1 700 1 695 I 690 1 685 1 680 1 675 I 710 705 700 695 690 685 680 N in aro � C NN Ri N Cb C _C4 0 .Cas Ci C m G s� m 3 1 z Lu z U V 71 (D E W a N z F N Ca z U� r� W W co V_ 07 E-� 0 N Rev. No, Date 02 6-13-2017 TH QF I; RA L. KEPLER LEG. No. 32809 A- t1w IVAL DATE: 05-04-2017 13 f SCALE. V' 113 _ 5'0 DESIGNED BY. JNT FILE NO. 20220 SHEET 19 OF 27 705 700 695 690 685 680 Ln li 675 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 H=1: 50 705 700 695 690 685 680 675 �n u > 670 705 705 700 700 695 695 690 690 685 685 680 680 675 675 f k6p RAaE IPE, -C -- w W Q �i z w o z E- W c N 0 U) E�/} V1 x - Mmiw polo Ml Li IQ IN OPINION, M ' rux■�■111196.7 ' s e.�I■11■��MS.`l mmg!il� 9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 H=1: 50 705 700 695 690 685 680 675 �n u > 670 705 705 700 700 695 695 690 690 685 685 680 680 675 675 f k6p RAaE IPE, -C 705 705 700 700 695 695 690 690 685 685 680 680 -- w W Q �i z w o z E- W c N 0 U) E�/} V1 x 705 705 700 700 695 695 690 690 685 685 680 680 -- w W Q �i z w o z E- W c N 0 U) E�/} V1 675 675 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 C iiz - D our% arAu m pq�■,J`tl,' �C awe dpLl «.,,,,,, IYI �1Y. NOTE:. -FULL J . INTS-OF - BOTRWATER;&-,SEWER .� 51HALI-BE CENTERED --_ AT CROSSING -� 1_ 705 705 700 700 695 695 690 690 685 685 680 680 675 675 10+00 10+50 WATERLINE "C'r Lo ao r E C N N V I • M c N f4 PSA 0 w 705 Q 15 L51 �- 700 695 MILW LU W t� 690 z LF) 685 680 �I 1'— . 675 10+00 10+50 WATERLINE "D" 705 700 695 690 685 1c:1:i1�111111111111111111111111111111 675 670 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 15+00 15+50 16+00 16+50 17+00 17+50 18+00 18+50 H = 1 : 50 10 0 10 20 SCALE: 1 " = 10' w w W Q �i z w o z E- W c N 0 U) E�/} V1 Rev. No. Date 01 3-20-2017 Tx OF �l RAN KEPLER Lic. No. 32809 )q_j"q-2D 1- IroNAL DATE: 05-04-2017 SCALE: V. 1" = 50 DESIGNED BY: JNT FILE N0. 2022C SHEET 20 OF -27 1'7—Q5 cG-i7 ENDWALL FOR CIRCULAR GENERAL NOTES; 4' x' GROUND LINE x - .. �---�-�-- , THE DETECTABLE WARNING SHALL Be PROVIDED EY TRUNCATED 4CNAE5, 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A -A IF PRECAST) 3 -"' ,r r".^-•rr,.� ' �,Frrr ' WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH flF THE -- - �;1 MAS: 12" RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIM TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUW-ATED DOMES DETECTABLE l PE A 1� i WARNING MAY BE USED WITH THE APPROVAL OF THE VNICINEER_ PERPENDICULAR3. 49"02" SLOPING SIDES OF CURB RAMP MAY BE POUREL WNCLITHICALLY WITH RAJAP A 0'-8" FLOOR OR 5Y USING PER(M)ISSIBLE CONSTIPUCTION JOINT WITH REQUIRE? BARS_ D' -1D" �. 4. IF RALE' FLOOR 15 PRECAST HOLES MUST EE PROVIDED FOR DOWEL BARS SO 3 T fi" THAT ADJCININC FLAMED SIDES CAN BE CAST IN PLACE AF'T'ER PLACENNENT OF 2' 0" 5° MIN PRECAST RAMP FLOOR PRECAST CONCRETE SHALL RE CLASS A-4. _r - V-9" g_ RE()LARED MS ARE TO BE NO. 5 % 8" PLAIDED 1' CEI>€TER TO CENTER ALONG ter 2`-9" BOTH SIDES OF THE RAMP FLOOR, 410 -DEPTH OF RAMP FLOOR. LANIMUbk CONCRETE COVER C 1'-8" 6. CURB J CURB AND GUTTER SLOPE -RANSITIONS AMAACENT TO CURD RAMPS - TYPEARE T-61, INCLUDED IN PAYMENT FOR CURB / CURB AQ GUTTER. PARALLEL 21-8" 7, CURB RADS ARE TO 5E LOCATED AS SHOWN DN THE PLWS OR AS DIRECTED D i,_2„ 13Y THE ENGINEER. THEY ARE TD BE PROVIDED AT INTERSEC71ONS WHEREVER 1'-10" H AN ACGE9MBLE 113017 WITHIN THE RIGHT OF WAY OF A HIGHOWAY FACILITY' 2,_11, t" CROSSES $ OJR6 REGARDLESS OFWHETHER SIDEWALK IS EXISTING, PROPOSED, OR NIONExISTEYT THEY AAISST BE LOCATED WITHIN PEDESTRIAN CROSSWALi{S =',M 4,_6„ AS SHOWN ON PLAAlS DR AS DIRECTED 3'f THE ENGINEER AND SHOULD NOT BE LOCATED BEHN VEHICLE STOP LINES. EXISTING LIGHT P LEA, FIRE 12,1 MAx - 5'-D" 14Y:DRANTS DROP INTILETS., ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS � ?A ISBN X - . Y - .. 10'-0„ UNOBSTRUCTED, STAELE„ FIRM ANC! SLIP RESISTANT PATH C"D' INV ALL 5 1 0,_114 ACCESSIBLE ELEMENTS OF .A FACILITY THAT CAN BE APPROACHE4, ENTERE: 0'-2" 0'-2%a" . AIX) usr;0 BY PEDESTRIANS. � b B. RAMPS MAY BE PLACED ON RADIAL OR TANCENTIAL SECTIONS PROVIDED THAT AT )K .211 HIGHER THAN EVGE !OF PAVEMENT TI4F C11RP OPFNANc7 N PLACED WITHIN+ THE LIMIT'S OF THE CROSSWALK AMC THAT THE SLOPE AT THE CONNECTION OF THE CURB CPLNHNC IS AT .'SAME AS TOPIDF CURB PERPENDICULAR TO THE CURT. 10'-2" 10'-11" 9, TYPICAL CONCRETE SIDEWALK 15 4" TIHI WHEN THE ENTRANCE RADIICANNOT TYPE C S AICCOVMOCATE THE TURNING REQUIREMENTS OF ANTICIFAiTED HEAVY TRUCK PARALLEL & PERPENDICULAR 0.492 TRAFFIC. REFER TO STAN0AAD CG -13, C(WMERCIAL ENTRANCE )HEAVY' 1 1.319 2.067 TRUCK TRAFFIC.) FOR CONCRETE DEPTH. C.M. PPE 1 0.257 1 10. WI -EN CURB RAMPS ,TRE USED IN CONIIJIJJNCTION WITH A SHARED USE PATH. 1 0.739 1 1.398 THE MINIMUM WIDTH SHALL AE THE WIDTH OF THE 'SHAD USE PATH 1 3.145 0,-4Y4„ H- WHEN ONLY ONE C4JRB RAVP IS PROA0170 FOR TWO CROSSINGS (DIACONAL), p,_5Y2„ b A 4'x 4' LANDING AREA SHALL BE PROVIDED TO MANEUVER A 'WHEELCHAIR'. O'-2%2" D' -2Y4" INTO THE CROSSWALK WITHOUT COIN#C INTO THE TRAVELWAY. THIS d' -x 4' O'-3%" 0'-3-Y4" LANDING AREA MAY INCLUDE THE GUTTER PAN. 0'4%2" ,A CIRC. PINE BEDDING AND BACKFILL - METHOD "All 12- ALL CASES WHERE CURB RAMPSINTERSECT A RADIA_ SECTION CBF TRUNCATED DOME�nl C -C +u 5'HEET OF CURB AT ENTRA,-ICES OR STREET CONNECTIONS 7HE OETECTAkILE' VIRGINIA DEPARTMENT OF T#t/N5P0R7ATICPN ois 0.502 1 WARMING SURFACE SHALL HAVE A FACTORY RADIL15 OR RE FIELD 0 0 0 0 0 0 y: 1 -MODIFIED AS RECOMMENDED RY THE MANUFACTURE -IR TO MATCH THE BACK OFGURU, 2.512 t304O[i -a 8 - 8'-#" 1'-6" 325 20` 1 4.20 4 1 3'-2" 1 5 1 21' 0" 1 4 1 3'-6" 1 34 1 4'-3" to 4'-6" 1 c C t] 0 0 0 0 t0 0, 0 6 9'-f"' 360 LANDING RAMPci 21. MINIMUM HEIGHT = PIPE DtA+2'-6" WHEN PIPES 0 Q0O0 00 0 0 0000`00 ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS + -a 0 0CA0O 00 0 0 0.00000 fV 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF .. FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". 1'" ON ALL 41-2 GRATES. LOCATION OF 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 TOP OF THE STRUCTURE. PLAN 11H11 DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. 5 z- ! 0 AS TER 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 0 O O 0 0 c AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE 0 G 0 0 O 0 0 0 0 0 0 0 0 0 C3 BY THE CONTRACTOR FROM FIELD CONDITIONS. DETECTAENLE WAI§NIpNG ff2' MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BETTERING AY L•-+'ACK OF OuR6 SEE NOTE 12. G. ,-1.:C" A DVLA T �� VARIABLE FULL WICTH OF RAMP F'LQC1i2 -I SHOWN ON PLANS. f PAY L)MTS DETECTABLE WARNING TRUNCATED DOME MATERIALS INCIDENTAL, TO THE SHAPING IS TO BE INSTALLED ON A RADIUS DETAIL DETECTABLE WARNING DETAIL AND GUTTER SITUATIONS ONLY. XVI )OT'{A,I' CG -1.2 DETECTABLE A� WARNING SURFACE SPECIFICATION REFE�tEN!E ROAD AND BRIDGE c__AN7AtROS SHEET 'OF 5 REVISION DATE (GENERAL NOTES9 1OS 2a-S:Ds 7/11 VIRGINIA DEPARTMENT OF TRANSPORTATION TP7 S ENDWALL FOR CIRCULAR PIPE Dx SEE NOTE 1 GROUND LINE x - .. �---�-�-- _.E ^. CROLaJD LINE x _ DIAMETER OF PIPE CULVERT -"' ,r r".^-•rr,.� ' �,Frrr ' 75'MIN BRIDGE 12" 15" 18" 1� i 42"x27" 45"x29" SHAPE TO BE BEVELED WITH MORTAR DO NO BEVEL INVERT NOTES: 1. 'w" MAY BE REDUCED E UCSD UNTTL "x" REACHES A MINIMUM OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LINE. IN NO CASE SHALL TOP OF ENDWALL PROJECT ABOVE FILL SLOPE, D170H SLOPE, OR SHOULDER. 2, THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 3, ALL CAST IN PLACE CONCRETE TO BE CLASS A3. FOR PRECAST SEE SHEET 101.02. 4, THIS STANDARD TO BE USED WITH STRAIGHT CROSSINGS AND ALL SKEWS(O' TO 45'). 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WINGWALLS OCCUR EW -1 EW -1,1A - FLOW TC) - - - - - - - - - - - - B d - - - - - IF 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END Of THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT), 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 8. ON SHALLOW FILLS, WHERE ENDWALLS ARE 1 ' OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9.E" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-tA ENDWALL FOR CIRCULAR PIPE t TIE-IN REGUIRE4/ENTS TO INTERSLCTM ROADS OR STREETS SHALL ®E GROUND LINE x - .. �---�-�-- _.E ^. CROLaJD LINE x _ DIAMETER OF PIPE CULVERT -"' ,r r".^-•rr,.� ' �,Frrr ' 75'MIN BRIDGE 12" 15" 18" 21" OR 24112711 OR" OR3' 3 0 3 6' 3 42"x27" 45"x29" 49"02" 9 A 0'-8" 1' D n D' -1D" N 1'-1" 3 T fi" 1 9" 2' 0" C P-4" T-7" V-9" 2'-2" 2'-6" 2`-9" D C 1'-8" s V-10" T-61, 3'-0" 2'-7" 21-8" 0'-8" D i,_2„ - 1'-10" H 2'-3., 2,_11, Y-2„ 3,_9„ 4,_3„ 4,_6„ L 4'-0" 5'-D" 6'-O" B' -D" 10'-0„ 12'-O" 43 0,_114 01_ty4„ 0'-2" 0'-2%a" 0'-31/4" Q' --3y4" b 0,-1" O' -11/w, 0'-1(2„ p,_2„ p,_2y2" 0,_3„ 10'-2" 10'-11" CUBIC YARDS OF CONCRETE 12'-11" S CONC. PIPE 1 0.241 1 0.492 1 0.697 1 1.319 2.067 1 2.947 C.M. PPE 1 0.257 1 0.521 1 0.739 1 1.398 2.198 1 3.145 EW -1,1A - FLOW TC) - - - - - - - - - - - - B d - - - - - IF 6. BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE INLET END Of THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT), 7. HEADWALL AT THE OUTLET END OF THE CULVERT MAY BE EITHER SQUARE EDGE OR BEVEL EDGE. 8. ON SHALLOW FILLS, WHERE ENDWALLS ARE 1 ' OR LESS BELOW SHOULDER LINE, THE TOP OF THE ENDWALL SHALL BE CONSTRUCTED PARALLEL TO THE GRADE OF THE ROAD. 9.E" CHAMFER MAY BE PROVIDED ON ALL EDGES AT MANUFACTURER'S OPTION. EW-tA REFERENCESTANDARD ENDWALL FOR PIPE CULVERTS ti ROAD AND BRIDGE STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 NOTES ENDWALL FOR ELLIPTICAL PIPE ACCT -1 t TIE-IN REGUIRE4/ENTS TO INTERSLCTM ROADS OR STREETS SHALL ®E GROUND LINE x - .. �---�-�-- _.E ^. CROLaJD LINE x _ SIZE OF ELLIPTICAL PIPE CULVERT (SPAN x RISE) -"' ,r r".^-•rr,.� ' �,Frrr ' 75'MIN BRIDGE 23`x14„ . 30"x19" 34"x22" 38"x24" 42"x27" 45"x29" 49"02" 53"x34" A 0'-8" O'-9'" D' -1D" D'-11" O'-11" 1'-0" 1'-0" 1'-0" A DISTANCE OWHEN F 105SFEET (9 02 MIILLE), WEA". Ei) FR QF THE ROM THE Ilk, l O x q xDC1lN MIN. 1f 1q D f TIE-IN WILL LL B- EXEMPTED FROM PAY AONUS M NT. WATERIAL 1'-9" 1'-f0" f-11" 1' -if• C 1'-8" V-11" 2'-1" 2'-4" 2'-5" 2'-7" 21-8" 2'-9" D i,_2„ Y'-7" 1'-10" 2'-0" 2°-3"28 - 2'S". - " - 2, Io" F D'-8„ p,_8„ 0,_g> 0 g„ 0 4" W_9.. 01-9,. O' -S" H T-10" N-3" T-7" 3'-9" 4'-0" 4'-2" 4"-5" V-7" L 5'-5" T-2" 8'-6" 9'-2" 10'-2" 10'-11" 12'-1" 12'-11" S 1'_11.. - 2' 6" '-1 „ 2 4 - 3 2" - 3' 6" 3'-9" 4'-F' - 4 5" 0 0'-2)2" 0'-V4" 0'-3%2„ D,_4„ p,_4Y2„ 0,-4Y4„ 0,_5„ p,_5Y2„ b 0'-2" O'-2%2" D' -2Y4" W-3" O'-3%" 0'-3-Y4" 0'-4" 0'4%2" ,A CIRC. PINE BEDDING AND BACKFILL - METHOD "All OF DIS DO KEVALUEAR QUIREMENTSINCLUDING STOPPING t 4A CUBIC YARDS OF CONCRETE 5'HEET OF REVISION DATE (77/12 VIRGINIA DEPARTMENT OF T#t/N5P0R7ATICPN CONC.PIPE 0.502 1 0.855 1.238 1 1.501)1.8(1 1 2.101 2.512 2.801 REFERENCESTANDARD ENDWALL FOR PIPE CULVERTS ti ROAD AND BRIDGE STANDARDS 105 12" - 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF 1 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 101.01 TRANSP_ION RATE F0=TE0 SPEED NPH 25 1 35 45 5s 5S Ia RATE 20 2S 3- 40 45 5O AFT ATE PLAU,&'t) 1URFACE TEMI PAVEMENT YFF.DGE EXISTING PAVEMENiT _ OR BRIDGE DECK ExISTING iAAVEMENT TEMPORARY PAVEMENT WF0(E SHALL BE CONSTRUCTED OF S',:RFACE MIX .ASPHALT A MINNAUM OF 3 FEET IN LENGTH FOAL EVERY INCH OF DEPTH OF PAVOWENT MILLING. TFMPORARY WEDGE DETAIL );BRIG,,^r nrrx ng o"n,Jrr�T TrRkIWI TWO COURSE OVERLAY TRANSITION GEOMETRY (NOT TO SCALE) TOTAL TRMi5i7tON LENGTH I ' I � EXISTIN:C PAVEVENT THREE COURSE OVERLAY TRANSITION GEOMETRY (NC -T TO SCALE) FICATfm A COPY OF THE ORIGINAL SEALED x,ED SIGNED DRAWING IS 04 FILE IN -HE CENTRAL OFFICE EAENCE 2'0 ASPHALT CONCRETE OVERLAY TRANSITIONS .115 Sts VIRGINIA DEPM7MEN- CF TRAtNSPORTAMON BR IpGE OvERPA_-S RATE x C, 4h)RATE s t2 (int BRIDGE OVERPASS Ittf) - RATE 'y (6A.) 1200 - RATE x t2 tin) 1S 10 - RATE x t3 (in) '-KILLING DEPTH -1, XV=7 ROAD AND DR IDCE STANCARDS REVISIO!+ DATE SHEET 1 OF 1 7fi2 305.01 .R NO PROJECTION OF PIPE A30VF GROUND LANE NOTES Cf FILL ACCT -1 t TIE-IN REGUIRE4/ENTS TO INTERSLCTM ROADS OR STREETS SHALL ®E GROUND LINE x - .. �---�-�-- _.E ^. CROLaJD LINE x _ IN ACCORDANCE WITH THE :DNTRAGT :DOCUMENTS OR AT THE DIRECTION -"' ,r r".^-•rr,.� ' �,Frrr ' 75'MIN BRIDGE THE ENGINES:{_ = R-� EARTH - OVERPASS 2.. OUSTING PAVEMENT SURFACE SHALL BE PLANED TO TRANSITION THE TOP TRANSITION LENG-H 0111 ' SOIL ra • CIJRSE OF THE ASPHALT COhC'RETL OVERLAY. AMYU - R S I� COU SE TERMINATION MAY RE NOTCHED INTO THE EXISTING PAVEMENT OR BLINDED WITH THE &Ex7 I. II (H1) - RITE x E, (0 CGURSE CF PAVEMENT. 11. '..r MA7E.ilAL 3 THERE FEVIAL PROVISION RIVEAENUTY INLUCED THECT, I 2'-2" 1.71 4 3'-2" 5 A DISTANCE OWHEN F 105SFEET (9 02 MIILLE), WEA". Ei) FR QF THE ROM THE Ilk, l O x q xDC1lN MIN. 1f 1q D f TIE-IN WILL LL B- EXEMPTED FROM PAY AONUS M NT. WATERIAL x %. )STIPAV NG BSEN7 " PIER P OF H 4. TRANSITION SHALL BLGI VEND AT THE PROJECT LIMITS. AT BRIDGE APPROACH 84 M N. s". MAX, 24" FOUNDATION SOFT, YIFLDINO. ENR NORVAL EARTH FOUNDATION SLAB/ ABUTMENT (OR ANINTERMEDIATE POINT DETERMINED BY THE ENNCINEER)• OTHFRWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE MILLING DEPTH -4.3 AND A KNINUM OF 75 FEET FROM A VrRTICAL KANE CF THE NEAREST OUTER MIN. II MIN_ 1.5 a D TDP OFr`FILL FACE OF R d HE BRIDGE OVERPASS. TOP OF FILL --TOP OF F=LL NO M dPVERLAY OR YILI_ING SHALL BE PERMITTEDBRIDGE WITHOUT SINGLRE��� COURSE OVERLAY 5 2'-d" aECa{ THE RICFAi WRITTEN APPROVAL OF THE EEINGI NEE 7RANSITICN GEOMETRY (NOT TO SCALE) r rrr �'r� _- rr fer< : rir TRANSP_ION RATE F0=TE0 SPEED NPH 25 1 35 45 5s 5S Ia RATE 20 2S 3- 40 45 5O AFT ATE PLAU,&'t) 1URFACE TEMI PAVEMENT YFF.DGE EXISTING PAVEMENiT _ OR BRIDGE DECK ExISTING iAAVEMENT TEMPORARY PAVEMENT WF0(E SHALL BE CONSTRUCTED OF S',:RFACE MIX .ASPHALT A MINNAUM OF 3 FEET IN LENGTH FOAL EVERY INCH OF DEPTH OF PAVOWENT MILLING. TFMPORARY WEDGE DETAIL );BRIG,,^r nrrx ng o"n,Jrr�T TrRkIWI TWO COURSE OVERLAY TRANSITION GEOMETRY (NOT TO SCALE) TOTAL TRMi5i7tON LENGTH I ' I � EXISTIN:C PAVEVENT THREE COURSE OVERLAY TRANSITION GEOMETRY (NC -T TO SCALE) FICATfm A COPY OF THE ORIGINAL SEALED x,ED SIGNED DRAWING IS 04 FILE IN -HE CENTRAL OFFICE EAENCE 2'0 ASPHALT CONCRETE OVERLAY TRANSITIONS .115 Sts VIRGINIA DEPM7MEN- CF TRAtNSPORTAMON BR IpGE OvERPA_-S RATE x C, 4h)RATE s t2 (int BRIDGE OVERPASS Ittf) - RATE 'y (6A.) 1200 - RATE x t2 tin) 1S 10 - RATE x t3 (in) '-KILLING DEPTH -1, XV=7 ROAD AND DR IDCE STANCARDS REVISIO!+ DATE SHEET 1 OF 1 7fi2 305.01 .R NO PROJECTION OF PIPE A30VF GROUND LANE TOR OF Fl-L--%kTOP Cf FILL TCP CF FILL --4 _ M!R ND LINE x ;1.: �.. � i GROUND LINE x - .. �---�-�-- _.E ^. CROLaJD LINE x _ ' rrrrrr rrr` - -"' ,r r".^-•rr,.� ' �,Frrr ' r,�r�..rj r rrrr err � -I rr r'1 r = EAfRTH + ,I rr ,!�- ROCK DR = R-� EARTH - UNYIELDING I 14 0111 ' SOIL ra F` -s- _ BEtT3lftu I Lin, Ft. No, Lin. Ft.* No. Lin. Ft. +IF _ '..r MA7E.ilAL EIAs. DI -2A 2'-2" 1.71 4 3'-2" 5 WIN. 7/7D 9 BEDDINGtill; % D X Ilk, l O x q xDC1lN MIN. 1f 1q D f TERIAL WATERIAL x %. S'-0" 4 3'-6" 3 V-3"' to 4'-6" " PIER P OF H 3 - 2'-0" 3 1^-6" 84 M N. s". MAX, 24" FOUNDATION SOFT, YIFLDINO. ENR NORVAL EARTH FOUNDATION ROCK FOUNDATION OTHFRWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE WAN. 1.5 x D AN. 1.5 x D MIN__ 1.5 x U MIN- 1,5 x D MIN. II MIN_ 1.5 a D TDP OFr`FILL 3 6'-0" 3 1'-6" TOP OF FILL --TOP OF F=LL 10' 5 2.79 3'-2" #1'-0" T-6" 15 4 4'-3" to 4'-6" 5 2'-d" 3 8'-0" 3 i' -B" rrrterr �rrrrr . - - .err - rrr r rrr �'r� _- rr fer< : rir vr.frr.^rrr.rr rrrfrr ++rri v' rrrrrrrrrarrr r r s+ rJr r A�e•4e lif ,+' Yr'r5+✓d�'.�rrr ""� }:' ��•' �' . ,•'rt<r' ..-.. rrr r.+. _`- v I -: ,+r +,�✓r.•+,� - �rAr�rr°Ar�wr�� ""'"': + 4Pa01J1V� + '- r. ,,, GRGLN +: ✓rr><rrrrr rr °rrrrrr-GRDU!a0 :•'^ LI*>!E G3 +.• : r :• - LIME g - _ LINE r 1T-0" 4 3'-6°' 27 41-3" to 4'-6'" 5 2'-4"' CS I EAF TH f I I I � � c �ROC14 OR � 19'-0" 4 3'-6•' 31 4'-3" to 4'-$' MI k 1/f0 E Y - L'BR IELDNNG - MIN. Teal Q x D x .T -•.-•BEDDING f�'° PER - - St7i! - - MATERIAL 1 OF H k D % MIN. `/b3 M 9L;tGIN;; 364 MIN: 8", BEDDING EARTH *E7ERIAL T -O" 4 3"-6"' 6 4'-3" to 4'-6" MAY, 24" MATERIAL FOUNDATICN SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROC;.{ FOONDATION 0-HERWISE UNSUITABLE MATERIAL BEDDING MATERIA- IN ACCORDANCE WITu SECTION 302 OF THE ROAD BRIDGE � EMBAtKIVENT NOTES: SPECIFICATIONS, FOP GENERAL NOTES ONPIa E BEDDING, GLASS I BACKFlLL MATERIAL N AC.0RDIICE SEE PSTALLAi[t(F PIPE CULVERTS WITH SECTION 302 OF THE ROA' AND BRIDGE AND STORM SEWERS GENERAL NOTES SPECIFICATIONS. ON SHEET 107.40_ REF'S. JLPA HACKFILL MATERIAL IN .ACCORDANrE FCR PLASTIC PIPE CLASS I BA:CKPILL MAT174teL WITH 5ECTIOIN 302 OF THE ROAC AAL) URIDGE s.+rtr CRUSHED GLASS R#,HO TO THE SPECIFJGATIOIVS. 1 N ACCORDANCE WITH SECTY04 SO2 OF THE RGA S FOIFF SIZE REQU]REAAEf'iT5 R CRUSHER RUN AND BRIDGE SPECIFICATIONS. AGGREGATE SIZE 25 AND 26 MAY BE true FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL USED IN PLACE OF CLASS I BAC3fFLL. N A.CCORDANOE WITH SEC710N 332 OF THE ROAD AND BRIDGE SFLCIHCATIDNIS X'v�c'T INSTALL, OF PIPE CULVERTS AND STORM SEWERS SPT E SFE 'EN ROAD AND BRIDGE STANDARDS ,A CIRC. PINE BEDDING AND BACKFILL - METHOD "All OF DIS DO KEVALUEAR QUIREMENTSINCLUDING STOPPING t 4A 15'-D" 4 3'-6" 22 4'-3" to 4'-6" 5'HEET OF REVISION DATE (77/12 VIRGINIA DEPARTMENT OF T#t/N5P0R7ATICPN adz 303 307.01 DI -2A, 2B, 2C EXISTING OR PROPOSED I 1 „ I „ SIDEWALK. SEE NOTE 16 GAILY. L2/ "x2/a x%4 ,JOE EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT - B'` -I8" f I 2._ GA_V. rAGBX12 3'-2° I'J� A BARS A-147 C BARS A-1 71111 �5" C -C O 10" C -C D_ D Ix Aft 7. S 8 1 ill - a `P i` "y SAIrn D" C -C W)%TS DED c P, TYPICAL r o BARS G 4: s" C -C FACE OF CURB 9 9 " jI a . 12" 2 I Nao FLOW _ 7-1 7 CRACK CONTROL JOIN BARS A I am,E Al ,d" Lx --E 2'-D"' 8" 2'-2" B" COLLAR �c SECTION B-8 8' MIN. T-6" 6` MIN. - ,'_7" 1D'MAX. PLAN VIEW 10'MAX. 1'-4" " 2'-0'- N. A BARS2%2"X2�z„XV4„ L-VARIAALE MAX- 20' I GALV. SLOPE OF To 2'-p" 8" 2 -2" „ 6" 3•-p" APPROACH 7-BARS F iu - SURFACE GAI.V.MC6X12 YB F4 - ° ' o - GALVANIZED MC 6 X 12 I w o- • Q a WARPED SECTION D -D I. L 3 : BARS E SURFACE e. 61, C -C BEFdRE 1_g I 2" GAP.. V. 3"' DIAMETER B B C 6" C- 1 GALV. WEEP HOLE I{/,� BARS E WELD ALL SEE NOTE 8 1s` _ MCfix12 „ X 41, SV SHEAR SECTION C -C CONNECTOR FRONT ELEVATION ODECREASE TO 1" TO COLLAR' WHEN INLET IS USED SECTION E -E D!. -2A DI -26 WITH MEDIANS. WARPED GUTTER BARS A-1 APPROACH GUTTER 7„ _ 6 i" ! Il 0 x I I `4 WEEPHOLE I 1I 4 L 22;x22"x1/4„ Fr©W d cv ea BARS A-1 SEE NOTE 8 BENT 0LATES ub GAL1V�rAN�i€IZ`EtDU - - -I o AW„ cn R 1 BARS A _ SLOPE OF = BN25 - - ' Q Q" C -C SUUPR'FFACEH `. FOR USE ON GRADES a w BARS B I 1 "X4" ST x 1D" C C 65 C C o i/4. L�EQC�O ANLL DI -2C - L BARS F 14 I E Q 210-0 TYPE A SURFACE TYPE B Fo FLOW I r FLOW STEPS NOSE DETAILS I ��� 2'-3"„ SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH 00-7 STAND,ARb. TYPE B NOSE DETAIL SHALL BE USED WITH CG -6 STANDARD, GALVANIZED PLATE FOR TYPE A TO BE BEES%�%T ON AN ANGLE FOR USE IN SAGS SECTION A -A OF 6w 30, AND Is T WELDED ANCHORED WITH YA, XAT STUD TU C. BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD. ST -1. x D STANDARD CURB DROP INLET SRE�RENCE" ROAD AND BRIDGE STANDARDS SHEET 1 OF 2 REVISION DATE 1211 - 24" PIPER MAXIMUM DEPTH (H) 9' 2.33 104.03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 A Nh3DOWELS, 6° LONG " AT 12" R r PERMS5IRLE LCAHS7'4U Tk;N it 0h7 ,�. ATRLNwArEO DOVE: SEE SHEET IOF 5 FOR DETAILS 5 „ MAN SHAPE TO uATCH FAtE� OF ROADWAY CUR41 C1-" R: OF GSA =1 30.1 2' MN. SECTION AI --A PERMISSIBLE CONSTRUCTION � JOINT uB SECTION 8-8 NOTES: FOR 4GI'ERAL- NOTES Cit THE DETECTABLE WANRNWC SURFACE, SEE SHEET 4 OF 5. M THE =.. TO RIED 5 FEEH, RCGARQLr$SEOFRTHE SLCFE, TYFE B PARALLEL APPLICATION 120AIIVAVCifADE IN PERCENT MIIIMUM RA�TI.I�+1G`TH Gps 4" 66.^ CURB C i 6 4 REINFORCING STEEL 2 S I;1 3 6 9 L 3 3 10 I- fi 14 'Vvoo, -" ROAD MD @RIDGE ST*GAFUS SHEET 3 OF 5 REVISION DATE 20.3:07 7)11 WP -2 WITH BUFFER STRIP WITH BUFFER STRIP W€71­10IIT BUrFER STIP GROSSNIALIC CROSSWALK TYPICAL PLACEMENT AT INTERSECTIOK WITHIN CROSSWALA h4'SBiIARE LA ,A - IxrT�IE VF TAAvEFLiBAT L A +'. k SHALL tE N'RS'•7DFiH Flk4 OuTi "PINI, THE BAWWED PERP RL WITH BUFFER STRIP u" AREA 714I ms CG -12 DETECTABLE WARNING SURFACE TYPE B (PARALLEL) APPLICATION .... VIRGINIA DEPARTMENt OF TR44SPORTAT1014 ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING 12 EDGE OF EX[SING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS - PROPOSED ASPHALT LAYERS T_ EXISTING SUBBASE PROPOSED SUBBASE ------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING A E E E S G ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS ® I PROPOSED MINIMUM 1f2 INCH THICK ASPHALT SURFACE COURSE (SEE NOTE 5) MINIMUM 12 INCHES, OR GREATER AS NECESSARY TO ABUT THE FULL THICKNESS OF EXISTING ASPHALT LAYERS AS DETERMINED BY CORES (SEE NOTE 33 5' RAMI W. �FFFW S7R1^ 5k, SMWNA4. DIACONAL PLACENEINT SPECIFICATIOft REFERENCE 105 502 NOTES: 1. ASPHALT PAVEMENT WIDENWG SHALL A PAVEMENT DESIGN IV ACCORDANCE WITH CURRENT VDOT PROCEDURES AND BE APPROVED BY THE ENGINEER. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVEMENT WIDENING SHALL MEET OR EXCEED THE DEPTHS AND TYPES OF THE LAYERS OF EXISTING PAVEMENT. SUBSURFACE DRAINAGE OF THE 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 ),ANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SMALL BE SPACED NO MDR TH E AN 500 FEET APART. 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1'/g� INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE, UNLESS WAVED BY THE ENGINEER. 5. THE ENGINEER MAY REQUIRE THE MILLING DEPTH OF THE EXISTING PAVEMENT TO BE ADJUSTED TO ACHIEVE AN ACCEPTABLE PAVEMENT CROSS -SLOPE AN FF D EFFECTIVE SURFACE DRAINAGE. 6, EXISTING PAVEMENT MARKINGS 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(c) OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT TETN LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(a) OF THE SPECIFICATIONS. ZVDOT 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 CU -12 5' SIDE WALK 4' BUFFER STRHPx� 5' MIN. PEr:MISSIE CDNST. A JO N7 N TRUNCATED DOMES �K� SEE SHEET 1OF 5 FOR DETAILS CROSSWALK A 4' SQUARE LAN)LNG TANGENT PLAN AREA OUTSIDE OF SHAPE TO MATCH FAQ TRAVELWAY SHALL TYPICAL PLACFMIEN T OF ROADWAY We BE PROVIDED WITHIN AT INTERSECTION 2-41" MIN. 5'-0" MIN: THE MARx`IED W17H 'BUFFER STRIP CROSSWALK AREA AT `X 2" HHGHER THAN RACK OF =R _ 12 ' 48° 1 M € _ EDGE OF PAVEMENT 20 !1 f 461 1M X. " AT)K)K. SAUL AS TCP OF ;'3P l SECTION A -A °�'"'K AT )K , 2" HIGHER THAN EDGE OF PAVEWNT AT)K*. SAME AS 70P OF CURB TYPE C PARALLEL && PERPENDICULAR APPLICATION TABLE OF QUANTITIES WNNIMUM RAMP LENGTH iN FEET 4" CURB 61' CURB 72A, 26, 2C 7 4 REINFORCING STEEL 2 v 2 3 L 3 3 6 4 TYPE CONCRETE F BARS A BARS A-1 BARS B BARS B-1 BARS C- BARS E BARS F WEIGHT I: Cu. Yds. No. Lin. Ft. No. I Lin, Ft. No, Lin. Ft.* No. Lin. Ft. +IF No. Lin. Ft..* No. Lin. Ft. No. Lin. Ft. EIAs. DI -2A 2'-2" 1.71 4 3'-2" 5 3'-2" 4 3'-6° Fa - - 3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 10, AL#. REIVFtRRCIAJG STEEL To RE CUT D.EAT( OF 4' 1-95 4 3-2''' 5 S'-0" 4 3'-6" 3 V-3"' to 4'-6" 5 '- '. 3 - 2'-0" 3 1^-6" 84 EXPANSION JOINT 6' 2.23 3'-2" 5 T 0" 4 3' 6" 7 4"-3"' to 4'-6" 5 2'-0" 3 4'-0" 3 119 NOFE; "B" 8' 2.51 4 3A-2" 5 -9'-0" 4 3'-6" 11 4'-3"' to 4'-6" 5 2'-D" 3 6'-0" 3 1'-6" 154 DI -2B 10' 5 2.79 3'-2" #1'-0" T-6" 15 4 4'-3" to 4'-6" 5 2'-d" 3 8'-0" 3 i' -B" 189 FOR DETft$ AFB DiMENSIONSuETt,OF GRATE AND 12' 3.05 4 3'-2'• 5 13'-0" 4 3'-6" 19 4'-3" to 4'-6'° 5 2'-0" 3 10'-0'"3 1'-6'° 224 14' 3.34 4 3'-2" 5 15'-0" 4 3'-6" 23 4'-3" to 4'-6" $ - 3 12'-D" 3 1'-6" 259 OPTIONAL FLOW LINE 16' 3.61 4 3'-2" 5 1T-0" 4 3'-6°' 27 41-3" to 4'-6'" 5 2'-4"' 3 14'-0" 1'-6" 294 MAINLINE ROADWAY 18' 3.69 4 3'-2'° 5 19'-0" 4 3'-6•' 31 4'-3" to 4'-$' 2'-0" 3 16'-0" 3 1'-6" 329 20' 4.17 4 Y-2" 5 21' 0" 4 3'-6" 35 4'-3" to 4'-6" 5 2'-0" 3 f8'-0" 1' 61' 364 D f, 2.24 $'-2'° 5 - T -O" 4 3"-6"' 6 4'-3" to 4'-6" 5 2'-0" 6 2'-t" 6 1'-B" 115 5' PAR. 8' 2.55 4 T-2" 5 9'-0" 4 V-6" t0 4'-3" to 4'-6" 5 2'-0" 6 3'-1" 150 _ 10' 2.82 4 Y-21' 5 it' -D" 4 3.-6.. 14 4'-3" to 4'-6°' 5 2'-0" 8 4'-f" g _ 185 DI -2C 12` 3.09 4 3'-2" 5 13'-D" 4 3'-6" 18 4'-3" to 4'-6" 5 2'-0" 6 S'-1" 6 - 220 OF DIS DO KEVALUEAR QUIREMENTSINCLUDING STOPPING 14` 3.37 4 5 15'-D" 4 3'-6" 22 4'-3" to 4'-6" 5 2'-O" 6 $'-1" 6 255 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 16' 3.fi5 4 '- ' S 1T-0"' 4 3,- „ 28 4,-3„ to 4'-6" 5 2'-0" 6 T-#" 6 1'_6„ 290 _ 18` 3.93 3'-2" 5 19'-0" 4 3--&- 30 4'-3" to 4'-6" 5 2'-0" 8 - 8'-#" 1'-6" 325 20` 1 4.20 4 1 3'-2" 1 5 1 21' 0" 1 4 1 3'-6" 1 34 1 4'-3" to 4'-6" 1 5 1 2'-O" 6 9'-f"' 360 DEPTH OF INLET (H) TO BE SHOWN ON PLANS. NEL1. 9, ALL REINFORCING STEEL HAVE A 21. MINIMUM HEIGHT = PIPE DtA+2'-6" WHEN PIPES MINIMUM COVER OF 211. ARE LOCATED UNDER EXTENDED SLOT OF INLET. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS AND SPECIFIED ON THE PLANS WILL BE MEASURED 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF 22. DUMP NO WASTE DRAINS TO WATERWAYS LETTERING FROM THE INVERT OF THE OUTFALL PIPE TO THE ALL OPENINGS BY 2". IS REQUIRED ON ALL 41-2 GRATES. LOCATION OF TOP OF THE STRUCTURE. PLAN 11H11 DIMENSIONS LETTERING MAY VARY BY MANUFACTURER. ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED (3000 PSI). PRECAST CONCRETE IS TO BE BY THE CONTRACTOR FROM FIELD CONDITIONS. 4000 PSI. ff2' MIN RAISED WHEN SPECIFIED ON THE PLANS THE INVERT IS 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BETTERING 3. TO BE SHAPED IN ACCORDANCE WITH STANDARD SHOWN ON PLANS. 5-1. THE COST OF FURNISHING AND PLACING ALL DUMP NO WASTE DRAW TO WATERWAYS MATERIALS INCIDENTAL, TO THE SHAPING IS TO BE 13. THIS STANDARD IS INTENDED FOR USE IN CURB INCLUDED IN THE BID PRICE FOR THE STRUCTURE. AND GUTTER SITUATIONS ONLY. DETAIL A IN THE EVENT THE INVERT OF THE OUTFALL PIPE 14. STANDARD INLETS MAY BE CONSTRUCTED WITH 4. S HIGHER THAN THE BOTTOM OF THE STRUCTURE, CONCRETE BLOCKS IN ACCORDANCE WITH THE THE INVERT OF THE STRUCTURE SHALL BE SHAPED DETAILS SHOWN ON STANDARD DRAWING DI -MB. 21 -6 -- WITH CEMENT MORTAR TO PREVENT STANDING OR SEE PONDING OF WATER IN THE STRUCTURE. THE COST 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE I DETAIL A OF FURNISHING AND PLACING ALL MATERIALS THE EXPANSION JOINTS WILL APPLY ONLY TO INCIDENTAL TO THE SHAPING IS TO BE INCLUDED CURB AND GUTTER. F F IN THE BID PRICE FOR THE STRUCTURE. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH (H) OF 5'-2" WITHOUT PIPES- THE AMOUNT IL y OR GREATER. FOR DETAILS SEE STANDARD ST -1. DISPLACED BY PIPES MUST BE DEDUCTED TO J 5. OBTAIN TRU QUANTITIES, FOR INLETS OF THIS ITEM MAY BE PRECAST OR CASTHN-PLACE. DIFFERENT DEPTHS ADD OR SUBTRACT D.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. 1„ 6. #4 X B" SMOOTH DOWELS AT APPROXIMATELY SEE 12" C -C TO BE PLACED IN ALL AREAS ADJACENT 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET DETNL A 7. TO ABUTTING CONCRETE TO PREVENT SETTLEMENT. 1 OF 2 IS TO BE L 16" AT 4.10 LBS°/FT.45' ' GRATE 18. *DENOTES LENGTH OF ONE (1) BAR. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 150 ± 7 LBS CAST IRON 8. ORAIN SUBBASE MATERIAL. WEEP HOLE WITH t9. ALL KINFORCHO BARS TO BE#5. 12"X12" PLASTIC HARDWARE CLOTH I/�' MESH OR GALVANIZED STEEL WIRE, MNIMU WIRE 20. GRATE TO BE INSTALLED DIAMETER 0,03", NUMBER 4 MESH HARDWARE SO SLOTS WILL DIRECT WATER TOWARD THE INLET THROAT. SECTION F -F CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. CIFICAO REFERENCEN STANDARD CURB DROP INLETXVDOT ROAD AND BRIDGE STANDARDS 1211 - 24" PIPE: MAXIMUM DEPTH (H)-9' REVISION DATE I SHEET 2 OF 2 233 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 CU -12 5' SIDE WALK 4' BUFFER STRHPx� 5' MIN. PEr:MISSIE CDNST. A JO N7 N TRUNCATED DOMES �K� SEE SHEET 1OF 5 FOR DETAILS CROSSWALK A 4' SQUARE LAN)LNG TANGENT PLAN AREA OUTSIDE OF SHAPE TO MATCH FAQ TRAVELWAY SHALL TYPICAL PLACFMIEN T OF ROADWAY We BE PROVIDED WITHIN AT INTERSECTION 2-41" MIN. 5'-0" MIN: THE MARx`IED W17H 'BUFFER STRIP CROSSWALK AREA AT `X 2" HHGHER THAN RACK OF =R _ 12 ' 48° 1 M € _ EDGE OF PAVEMENT 20 !1 f 461 1M X. " AT)K)K. SAUL AS TCP OF ;'3P l SECTION A -A °�'"'K AT )K , 2" HIGHER THAN EDGE OF PAVEWNT AT)K*. SAME AS 70P OF CURB TYPE C PARALLEL && PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT WNNIMUM RAMP LENGTH iN FEET 4" CURB 61' CURB ' 7 4 1 2 v 2 3 s 3 3 6 4 6 3" COAMTER 'WEEP W T HACiLE 12"1(12` F LASTS H CLOTH i• MIN 8 5 5 I: 6 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE to 7 LT 15 B 1v Fa o- t � _ 1 '� Zw,,,� 5 - A} p# A AT X 21 HIGHER THAN 4 EOCE OF PAVEMENT AT,`K' ")K, SAME AS TOP OF CURTI NOTFS' FOR OENFRAL NOTES ON THE DETECTABLE WARNINO "FACE, SEE SWEET IOF 5, THE SE7.ECTM OF CURB TYPE AST THE CLONFIuAATION OF THE B(AFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY OEOMETRRIGS PROVIDNC THE DIMENSIONS ANC SLOPES ARE AS NOTED. THE RE'IUIREI3 LFwTH OF A PARALLEL RAMC- IS THIS COMBINED (PARALLEL b PERPENDICULAR) OFSiGBN CAW BE USED WITH LIMITL-4) TO 15 FEET, REGARDLESS OF THE SLOPE. AD.€OINNG BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 5'X 5' MIH: DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PRIOTECTED SY A LANI SETBACK 09. CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. SPECIFICATION XVD13T REFERENCE CG -12 DETECTABLE WARNING SURFACE ROAD AND BRIDGE STANDARDS 105 TYPE C iPARALLEL & PERPENOI'CULAR) APPLICATION REL'1510N DATE SHEET 4 OF s 502 VIRGINIA DEPARTMENT OF TRANSPOSTA710H (RADIUS TO BE AS I A� ax STREET APPRDACH SAME SURFACING C1 GENERAL NOTES SHOWN ON PLANS) AS MAINLINE ROADWAY (SEE NOTE 3) 1. WHEN USED IN CONJUNCTION WITH STANDARD CG -3 &3x 6 x - (RADIUS TO BE AS OR CG -7, THE CURB FACE ON THIS STANll)ARD IS TO 8% 2= THE '14' IDMENSION 13HOWN ON atm StANUA'I75 AND SPECtPED ON THt£ PLANS BE SHOWN ON PLANS) BE ADJUSTED TO MATCH THE MOUNTABLE CURB I 30P OFT RUCT E_ HE Si UILR PLAN'( "M" - t l� ARE TNp X50 AP`PRi)(AfIA ONLY 6 3" COAMTER 'WEEP W T HACiLE 12"1(12` F LASTS H CLOTH i• MIN CG -2 OR CG -6 lE L---- CONFIGURATION. DII�M SMALL � CSCTF'1�1�Ai BY TMF f11A11AETER 4-iF3" I2 4 �MESHI HARDWARE DONTRACiQtR FROM F£LD=9N1EdT10N1S 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE - - -. - �SEEEALK SIDEWALK r USED WITH THIS STANDARD. (NOTE w - - - - 9, ALT RU NFO RrM STEEL SHALL RAVE A. MN. -COVER' OF 2"- 51- r OPTIONAL UNPAVED SPACE FLOW LINES 3 MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE 10, AL#. REIVFtRRCIAJG STEEL To RE CUT D.EAT( OF R/W UNE (EXCEPT ANY SUBGRAADE STABILIZATION 4- IN THE EWE#T THE IVVERT OF CNE OUTFALL PARE ----- REQUIRED FOR MAINLINE PAVEMENT WHCH CAN BE EXPANSION JOINT us I g -EXPANSION OMITTED 1N THE ENTRANCE.) _ - JOINT 4, RADIAL CURB OR COMBINATION CURB AND GUTTER NOFE; "B" AS � MAINLINE ROADWAY SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES. SHOWIDTH TYPICAL SHOWN ON rYP1CAL AL sEcrloN. A � 13- IF O T04AL CCNS7WXTHDN JC NIT 15; USM PLAN VIEW ENTRANCE NOTES U. THIS ITBV MAY HE PW.CAST OR 0A$T-AA-PLACE,14• 5- WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE FOR DETft$ AFB DiMENSIONSuETt,OF GRATE AND TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK MAINLINE ROADWAY SLOPE TRAFFIC, THE DEPTH FOR SIDEWALK 1, CURB RAMPS 10' PARABOLIC CURVE (ENTRA.NCE ONLY) WITHIN THE 7OF THE RADII SHOULD BE EDGE OF PAVEMENT OR 8x MAX. D INCREASED TOO 7". (SEE GG -13) OPTIONAL FLOW LINE SLOPE CHANGE - - •,T 8. PLAN ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW (SEE LINE IS REQUIRED TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINE ROADWAY - - - - - - - - - - - - NOTE 7) THE ENTRANCE. 8x MAX. ® - D 7. THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES SLOPE CNANGE D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE D TABLE. THESE VALUES ARE NOT APPLICABLE TO STREET CONNECTIONS. 5' PAR. MINIMUM FOR COMMERCIAL ENTRANCE INTERSECTION NOTES 8. WHEN OC -11 IS USED FOR STREET CONNECTIONS, THE ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. CONNECTION MUST BE DESIGNED IN ACCORDANCE WBTN AASHTO POLICY AND THE APPLICABLE REQUIREMENTS SECTION A - A OF DIS DO KEVALUEAR QUIREMENTSINCLUDING STOPPING AND 9. OPTIONAL FLOWLINE MAY REQUIRE WARPING OF A 4" PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE B ACROSS THE INTERSECTION. ALLOWABLE ENTRANCE GRADE CHANGES 1"+T CLASS HE.S.) a. e'. CONCRETE • .' , .,e., SECTION C -C ENTRANCE VOLUME GRADE CHANGE "0" DESIRABLE I MAXIMUM HIGH I MORE T IAN 1500 VPD 0 x 3% MEDUM $00-1500 VPD &3x 6 x LOW LESS THAN 500 VPD 5 6 x 8% NOTE: ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE TO STREET CONNECTIONS SPECIFICATION REFERENCE �TMETHOD OF TREATMENT ROAD AM BRIDGE STANDARDS 502 (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET 1 DF t VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 A ZIiLL; I IUN A -A ATF COLLAR -7 2W 1 1 BARS V ,. C -C - , t� I M 1 . op,YOKA_ C';)tTRUCTS7N 4ANI �HA IDWARE CLOTH A'" AT DEPTH AGGREGATE 4165. 478, O R I8 O!2 CRLISHO e+ ASS MCETANO *75 OR I B GRADATION RVOUIREVENTT X 6" WIDTEL STEPS. SE€ NOTE ti - 5 A TAR'S H 12" C -C I 3 EACH FACE 1 '- OARS H 12" C -C 1 S 4HN N ALL Fit COMERS SECTION THROUGH ELEVATION RE]WORCIM S4XW_ 5C7IEDLILE MARK 9217 NO RE9'D :LENOT14 BAI.Si H IIS eWIAF * 21 51•10'7 BAR'S V #4 4:0 H + 4°, .AI'FPiROX.THAIE WANTITE.S DI=� C,4NACRETE 1. DEPTH OF MET ,NE) TO BE SIN MINI ON PLAAHS_ 7- 494 X W" SNOOTNH DOWILS AT APF'IWAMATELY MAXIMUII DEPTH CH) 10 BE 201_ FOR DEPT'+I,S 42" C -C TO DE PLACED IN ALL AREAS ADJAOEHIT LESS aHAiyN 10^USE STANDARD GI -L TO .ADIJTT9IC CCAIL'1tETE Tp PR€VENT GNI. YDS. SETTL t IN FEU OF DOWELS A 2" X 4„ 2= THE '14' IDMENSION 13HOWN ON atm StANUA'I75 AND SPECtPED ON THt£ PLANS BE Atl7Tpi P QVC0f SEE Si?MDAFIID OL L MEA ET3 FkOM ilk INERT (1F T>b€ GL9lFA1L PIPE TO Tlf T-bl-3, 4 FO TZ AlE fi. 30P OFT RUCT E_ HE Si UILR PLAN'( "M" - t l� ARE TNp X50 AP`PRi)(AfIA ONLY 6 3" COAMTER 'WEEP W T HACiLE 12"1(12` F LASTS H CLOTH i• MIN FOR ESTiA{TlNG PURPOSES AND THE ACTt/!1, IZEDASE VI CALYANI2ED' STEEL WIRE, IANMLW W!IA , DII�M SMALL � CSCTF'1�1�Ai BY TMF f11A11AETER 4-iF3" I2 4 �MESHI HARDWARE DONTRACiQtR FROM F£LD=9N1EdT10N1S CLOTHS 4CHOR D Fl%&Y TO 1W OUTSIDE Of THE 5'TIRUCTURE. 3. EN SPEC i£EA ON TIRE FLANS T+AE INVERT IS TO 6E SFIAPED IN Aht E W11fH STANDAR) 1S -t, THE COST OF FURNSwOC MIS PLACING ALL 9, ALT RU NFO RrM STEEL SHALL RAVE A. MN. -COVER' OF 2"- MATERtAL5 INCIDENTAL TO THE SHS IIS TO Be INCLUDED IN THE IIID PRICE FOR THE STWMILARE. 10, AL#. REIVFtRRCIAJG STEEL To RE CUT D.EAT( OF ALL OPENINGS BY 2". 4- IN THE EWE#T THE IVVERT OF CNE OUTFALL PARE 15 HTOHER TW M THE OT'TOM OF TIME 6TTttA URE THE Tfle H. RAST -IN PLACC CQMGft-W AS TO W CLASS A3 tNvERT iY STRUCTURE MALL BE SHAiiI5 )I WT CEMENT .I4ORTAk TO PREVENT STAhi1APNG OR (3000 PS13. PRECAST 'CONCRETE IS TO BE 4004 PSI, PONDING OF WATER IN 114 S:TRUCTLVW- TH4E COST OF FTARNSH F4 AND PLACING ALL 12- ALL SPLICES IN BAITS V TO SE A ►$'Y&AA LTi' MXTERIXS MCHDENTAL TO THE'SHAP%MO IS TO EE 40 (NAWITERa 1NGLUOLD IN THE BID PiAICE FOR TINE 5TRKTLIRE, 13- IF O T04AL CCNS7WXTHDN JC NIT 15; USM 5. STET'S ARE RREQIAR¢I7. FOR DETAILS SE: 3T11. 5T-1. IT ,tS TO IME A(EYED1 U. THIS ITBV MAY HE PW.CAST OR 0A$T-AA-PLACE,14• FOR DETft$ AFB DiMENSIONSuETt,OF GRATE AND STM Oft CAST I" COLLAR SEE STANDARD 01-1, �HA IDWARE CLOTH A'" AT DEPTH AGGREGATE 4165. 478, O R I8 O!2 CRLISHO e+ ASS MCETANO *75 OR I B GRADATION RVOUIREVENTT X 6" WIDTEL STEPS. SE€ NOTE ti - 5 A TAR'S H 12" C -C I 3 EACH FACE 1 '- OARS H 12" C -C 1 S 4HN N ALL Fit COMERS SECTION THROUGH ELEVATION RE]WORCIM S4XW_ 5C7IEDLILE MARK 9217 NO RE9'D :LENOT14 BAI.Si H IIS eWIAF * 21 51•10'7 BAR'S V #4 4:0 H + 4°, .AI'FPiROX.THAIE WANTITE.S FOR tArow {9D'; DEPFH C,4NACRETE C6I.ETE REANF. PIPE STEEL DIAMETER GNI. YDS. 2. a.21'8 evi RS'° 5.193 1 24" 51� &39 bNCREMENTS TV BE, ASD fOR LACH4 AIErWENAL FOOT OF DEPTH (H1' 0,465 %r VD5.OF CI}RMTE 58,7 LDS. OF 1a OBRCB STEEL "PECIFRCATION REFFIRENG£ STANDARD DROP INLET ROAD AND 9RIDGE STANDMOS 233 " 4" PIPE: DEPTH'{ (H) 10' TO 20' REVISION 0AIF SHEET 1 OF 1 302 AKStMA DEPARTMENT OF 77RA1,5POiRTATAIN 104.02.. H• --i E- 0 0 J N IIS ca co t0 cNN 0) cu C N w ;_ 3 C ate+ �1 0 iA e- LL. L �d W z u z w EI-� F��•y�y� 7, I�--I W p F-4 V r�r � V I:: /tel 0 U) Rev, No. J Date 41 Q3-24-2617 U RA D L. EPLER' LIc. N0.32809 9, X&ONAL DATE: 05-04-2017 SCALE: - N/A DESIGNED BY JNT FILE N0, 20220 SHEET 21 OF "27 Pago 6H-52 April 2015 Typical Traffic Control Lane Closure on a Two -Lane Roadway Lasing Frgggers ()Figure TTC.=23.1) Gui&mee' 1. Sign spacing drstaace should he 33 500' ,:where the: pasted spud' limit is 45 mrph or W& and 5W-800' '-800' where the posted speed limit is greater thus 45 mph. 2. wire should be area"cised when establishing the limits of the work zone tin insure m tximum possible sight distance nr Edi once grlhe,Jlagger station and transition, based on fire pasted speed limit and at least equal to or greater than the vaiues In Table GFl-3. Generally speaking: mororWs should have a clear line ofsighiRoar the graphle• flagger symbol sign to fire. flatmrer. EI 3. When Richt-of=Way Qr Eeometeie canditeonsnrgvent the use &487x 4;9 signs: 36" x 36" liens may be used. Standard: 4. Flagging stations shall be located far enough in advance of the wont space to permit approaching traffic to reduce speed and/or stop before passing the work space and allow sufficient distance for departing traffic in the left lane to return to the right lane before reaching opposing traffic (sec Table 6H-3 on Page 61-11-5), 5. All daggers shall be state certified and have their certification card In their possession when performing flagging, duties (see Section 6E,01, Qualifications for Flaggers). 6. Cone spacing shall be baccd nn the posted speed and the ti alms in Table 411-4 on rage 611-6.' 7. A shadow vehicle with at least one high intensity amber rotarine, flashing, lir'' oscillating light shall he parked 89'-129' in advance of the first work crew, 0I)tion: S. A sunniernentat (1a¢s_rer may be reouired in this area to give advance wani`sng of the Operation ahead by lowing ap2Loach ng irai'ric prior to reaching the I1aueT station 1-T Qvtuecl t1-3ilic Guidance. r 4 if the queue n traffic reaches the &k' Pt?EP.9RF,0 TO STOP .3-4 rr n then the n f lT l� l € ortvflc «•nrfn r r in,6t, frrta ( srnuldhe.tencijustetlulgrptafcrdistannces IG. Irt, a rr a ha auo-at -iv.d .ro oar ,rats' w'1- hr err rr rsf °ern o the transition area and a !s a ' 'ate tat a 1- n- I r r r j t ntrrap d h queues resuiting Jrom the hr ., closure mighe attend through the hlglruva rail grade crossing. tate tcnrporory traatjir corrtt'oi zone sirorrld he cxlended su flraf the trarrsitiae arra prccerlcs the hghatxty-roto -ossing (see Figure TTC-SIR for additional fafi rnation wi high war -roil crossings), Standard: 11. At night, #tagger stations shall be illuminated, except in emergencies (see.section 6E.081). Onthan, 12. Cones may be eliminated aw1wn w iug a pilot vehicle Operation or tivhcn the Inial rliadwz v wi€i121 i. ?if reef or less. 13. Fur lour -volume situations with short wtlnrk zones on straight roadways where the tlagger is visible to. road users approaching from Froth directions a single Rageer. positioned to be visible to road users cnnra, ldun, Porn both -directions. may be used (see C'han,er 6F) ir,¢ndarret � �� 14. When approved Ctrs use, three portable iert poaarx, rumble (PrIT.St strops shall be Iustslled ai alas 1-114 enrirc IrBvul lalw adjacent to thL BE PREPARED TO STOP (W3 •I)vII The purtah1c• eat nrary ran" hle c ares %hall ,e mo i(ored and-. adjusted as an, as ary dur'n" he fsarr shit to t p a %trips . t ta.1u d s t -i , t v Vnsnre proper placement on the roadway. %Vheax the 4''1'" arc inataije0' be RLAIBLE STRIPS AH Ail (V't201 211) sign shall also be, uriiiza.d. 11 Pasted Speed 0 - 35 tnzh e G - 55 n1 --oh 11 PTDR:S Spacing Center to Center S T- eI Davi I: Rohion t - 4x112015 0I -3A, 38, 3C FOR DETAILS OF INLET EXPANSION JOINT l _ 3'-10"��r /-FRAME. COVER _ �.,. BACK Or SIDEWALk A Ir LBAR F BSARD C BAR A GUTTER FACE OF WR8 CRACK PLAN Apri1201 i ill-;; Lane Closure on a Twa-Lane ltoadw'ay 10sing Flaggers (Figure TTC-23.1) 9110 ✓da.'i'"a f34V KEYED .ii..�- 1-211-2 -___.-_--:�'(t•.. �.. ,-- BFR G'- WARPEC TER `1Nifigd3sd REINFORCING 3 0 t2" C -C TO BE PLACED IN ALL AREAS ADJACENT 600 2_ THE "H" DIMENSION SHOWN ON THE STANDARDS e •.• UNSTABILIZED •.•:••. Concrete I BARS A BARS 8 BARS C BARS D BARS E BARS F BARS C WEIGHT BAR C i r -SUBBASE Ft Ncauv�.s �� Co. Yde. HARDWARE CLOTH. Lin. Ft 2 Lin. FIL N. $ARS F WEEP HOLE F SEE NOTE 4 No. SEE NOTE I P to R Lin, FL* No. Lki. Ft Lbs. 1 STEPS.1SE 2`-6'1 113 Us DIMENSIONS SHALL. BE DETERMINED BY THE 12 Ya_ �Ir of i la�pq ti is i, m 1141- OR GALVANIZED STEEL WIRE MNIIU WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 8 SECTION A -A SHADOW VFHrA.E 10, AX, AX - .. j- KEYIW CONST. JOINT REOUIRED _ t f2" WARPED CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. - SEE NOTE 4 • 6'-2'114 2 9 5 1'-61i �� IS -1. THE COST OF FURNISHING AND PLACING ALL 3 -7" 3 3D' -10D' 4 1'-6" 3 FLAr.GER STATION 4 11-01, OUTLET PIPE 8' 2 .02 5 SEE 8 61-71- _ u j NOTE 1 19. ALL REINFOROING BARS TO 11 3 W20-7 4 3`'6" SEE 1 4 NOTE 1 in 8' 3.67 IRpARED W34 5 5'-6' SEE ra ST . SEE NOTE 9 TEMPORARY 3 i --NATE 1 t a Vr'2ca b 5 RUMBLE E 11 ."SEE NOTE E 14SEE 3'-2" I.._ AHtf11D {OPTIONAL] 3 NOTE, 4 131-313 ,1y N12r,.,, AtiaYQ 4.58 3.90 SEE rli Eae 7'-6' 14 NOTE i ROAD 3 Y• M VV20-1 MFAtI t: ttc,�isi"a 1 -at ir201� EXPANSION KEYED JOIN T JON T. BARS D , APPROACF GUTTER t DEPTH OF INLET (H) TO BE SHOWN ON PLANS. BFR G'- WARPEC TER 04 X B' SMOOTH DOWELS AT APPROXIMATELY REINFORCING STEEL 0 t2" C -C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION( JOINTS WILL APPLY ONLY TO 2_ THE "H" DIMENSION SHOWN ON THE STANDARDS e •.• UNSTABILIZED •.•:••. Concrete I BARS A BARS 8 BARS C BARS D BARS E BARS F BARS C WEIGHT BAR C i r -SUBBASE Ft Sq. Ft. Co. Yde. HARDWARE CLOTH. Lin. Ft 2 Lin. FIL N. $ARS F WEEP HOLE F ,,I No. SEE NOTE I P to R Lin, FL* No. Lki. Ft Lbs. 1 STEPS.1SE 2`-6'1 113 Us DIMENSIONS SHALL. BE DETERMINED BY THE 12 Ya_ �Ir of i la�pq ti is i, m 1141- OR GALVANIZED STEEL WIRE MNIIU WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 8 SECTION A -A 4'-744" 10, AX, AX - .. j- KEYIW CONST. JOINT OUTLET PIPE (TYPICAL) _ t f2" WARPED I la 2,.5„ $f, 3._0„ 2" APOUTTER PROACH cl g BARS A GUTTER _ w- - - - N--- - - - -- - - - -- t os BARS G - - - I- -0 BARS F BARS E L,� B iw lk 3" BARS E DIAMETER BARS 8 - - - - ! WEEP HOLE FRONT ELEVATION BARS F g.. 1-'_a„ 8., t(GUTTER REMOVED). , 3'-0" ISX'%" BENT 14 -ATE SECTION B -B TYKE A NOSE DETAIL SHALL BE USED WITH CC -3 & CG- F STANDARDS. �. L2r/3"X24/ "D(tj4' G1LIAlIZ D TYPE B NOSE DETAIL SHALL BE USED WITH CG -2 & CO -6 STANDARDS, TYPE A TYPE 8 �z'x 4^ STUD SHEAR CONNECTOR WELDED GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 661301 TO ANGLE IRON AT 2' C -C- CONNECTORS AND IS TO BE ANCHQRED WITH I/2" X 4" STUD SHEAR NOSE DETAILS WELDED TO SENT PLATE AT 2'C -C, 2„ PR. PAVEMENT GI -.3A _ L 01-38 L 41-3C (- WARPED PAVEMENT -_.T-�-_ _ _ 1 FL04Y F%GDW I I DETAIL WHEN USED FOR USE ON GRADES ADJACENT TO CURB FOR USE IH SAGS WITHOUT GUTTER BOTH SIDES TO BE SYNrAETRICAL VpoT SPECIFICATION STANDARD CURB DROP INLET REFERENCE RQ/�Y AND BRIDGE STANDARDS SHEET I OF 2 REVISION DATE 12" - 30" PIPIT' MAXIMUM DEPTH (H) " B1. 233 O8t10 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 1Ga.09 TABLE OF QUANTITIES.:�,3C L TYPE ci ai EEd- d AREA OF SLAT UNDERDRAN SHALL BE CENTERED UNDER CURB AND GLITTER t DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, 04 X B' SMOOTH DOWELS AT APPROXIMATELY REINFORCING STEEL ' ' ' t2" C -C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION( JOINTS WILL APPLY ONLY TO 2_ THE "H" DIMENSION SHOWN ON THE STANDARDS e •.• UNSTABILIZED •.•:••. Concrete I BARS A BARS 8 BARS C BARS D BARS E BARS F BARS C WEIGHT AND SPECIFIED ON THE PLANS WILL BE Ft Sq. Ft. Co. Yde. No. Lin. Ft No. Lin. FIL No. Lon. Ft. RR No. Lf F No. L(n. Ft. No. Lin, FL* No. Lki. Ft Lbs. DI -3A 2`-6'1 113 Us DIMENSIONS SHALL. BE DETERMINED BY THE 12 Ya_ �Ir of i la�pq ti is i, m 1141- OR GALVANIZED STEEL WIRE MNIIU WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 1 4'-744" 3 31-211 OUTLET PIPE (TYPICAL) CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 8 - '1 4'1.83 6'-2'114 2 9 5 1'-61i 2 IS -1. THE COST OF FURNISHING AND PLACING ALL 3 -7" 3 N-2" 4 1'-6" 3 r-611 4 11-01, OUTLET PIPE 8' 2 .02 5 3'-8" 8 61-71- _ u 3 19. ALL REINFOROING BARS TO 11 3 3'-2" 4 3`'6" 3 1'-411 4 20, WHEN NLET IN USED IN 4'-0" MEDIAN, BACK OF 8' 3.67 .46 5 5'-6' V- '1 - " 3 1- 3 3'-2" 4 51-6" 3 11 -tin 4 131-313 10" 4.58 3.90 5 7'-6' 14 '-7" to 8'-10" 3 1 3 3'-2" 4 7'-611 3 T-611 4 „ SHfXLOER 2' &BO 4.34 5 1 91-6" 8 61-711 to W-1011 3 51-711 3 3'-211 4 -6" 3 V-61' 4 _ 11251 ' 0.4 4,76 5 11'-81" 1 22 3 1 51-7" 3 3'-211 1 4 11'-6" 3 r-8" 4 " LOCATED EVERY 350' MAXIMUM OR AS NOTED ON PLANS. LI MPAIN PERFORATED ' 7.33 5.22 5 131-0-1 26 - MAINLINE ROADWAY 7F 3 31-211 4 131 -VI 3 T-6'1 4 11-0.. 345 W 8.25 5.86 5 151-6" 30 - - 3 5'-7" 3 31-2" 4 151-6'" 3 V-611 4 391 20' 9.17 8.09 5 171-6" 34 3 5'- 3 1 N-2" 1 4 111_6" 3 1'-611 4 61 2 3.D1 10 6'-711 to 8'-1 3 31-211 1 a s 1,-5,, 2 1.-0. Ill I B' 3. ] 3.46 10 21-9" 8 V-7" V-10" 5 W-7"31 2' 8 1-9.1 6 V" 84' 2 _ 1, i0' 4.58 3.89 10 3`-9" 12 6'-711 to B'-10" 5 V -7" a 3`-211 a - " B 1"-6"2 11-0" 121 rk 4.3 1D 41-911 8 91-711 5 51-7" $ 31-211 a 4' 9" 8 1"-611 DA -3C 14' 2 4.77 10 51-R." '-7"' ' 0'1 1_ " 31_ „ 2_911 "_6"1 Z 1 iQ 8-9.1 4 _ n _ u ,_ 3 _ „ 11 1'-6" 2 _ "345 '545 10 1 T-9" 1 28 61-711 to 8'-10" 1 5 1 51-7" 3 31-2' a 17'-9" 8 1'-611 2 „392 20"91-7 d 09 llt 8'-9" 32 81-711 t, IP -1011 I5 51 T 3 31-211 8 8`-9" B1 1"-811 1 2 1d439 EItENfE STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) _ 8' 302 VIR314A DEPARTWENT OF TRANSPORTATION ROM AND Bi S MDARDS REVISION DATE SHEET 2 OF 2 104.10 6" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW FINISHED GRADE 18" DIA. CONCRETE ENCASEMENT BOLLARD DETAIL NOT TO SCALE UD -4 ci ai EEd- d NOTES UNDERDRAN SHALL BE CENTERED UNDER CURB AND GLITTER t DEPTH OF INLET (H) TO BE SHOWN ON PLANS. 7, 04 X B' SMOOTH DOWELS AT APPROXIMATELY 1IL THIS AREA MAY BE EARTHEN, IN WHICH CASE PAVEMENT ' ' ' t2" C -C TO BE PLACED IN ALL AREAS ADJACENT THE EXPANSION( JOINTS WILL APPLY ONLY TO 2_ THE "H" DIMENSION SHOWN ON THE STANDARDS e •.• UNSTABILIZED •.•:••. TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AND SPECIFIED ON THE PLANS WILL BE • .•+•.• SETTLEMENT. MAGRADE OUTLET PIPE MEASURED FROM THE INVERT OF THE OUTFALL SEE NOTE I GLASS MEETING #8 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. 8, 3" DMJETER WEEP HOLE TO BE LOCATED TO (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT PLAN H" DIMENSIONS ARE APPROXIMATE ONLY GRADATION REQUIREMENT. DRAIN SUBBASE MATERIAL. WEEP WITH DISPLACED BY PIPES MUST BE DEDUCTED TO FOR ES7IMATNG PURPOSES AND THE ACTUAL UP TO ELBOW PIPE IS PERFORATED ift" 2" PLASTIC HARDWARE CLOTH -1 MESH OBTAIN TRUE QUANTITIES. FOR INLETS OF DIMENSIONS SHALL. BE DETERMINED BY THE 12 Ya_ �Ir of i la�pq ti is i, m 1141- OR GALVANIZED STEEL WIRE MNIIU WIRE DIFFERENT DEPTHS ADD OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. 4'-744" n DIAMETER 0.03 NUMBER 4 IAESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT OUTLET PIPE (TYPICAL) CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF DEPTH. 3- WHEN SPECIFED ON THE PUNS THE INVERT 199 OF THE STRUCTURE. 6'-2'114 TO BE SHAPED N ACCORDANCE WITH STANDARD -51Y4" 361, 17, LENGTH OF ANGLE RON AS SHOWN ON SHEET 1 IS -1. THE COST OF FURNISHING AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16t1 AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO TFE SHAPING IS TO 1E 45+ meow OOVER OF 2". INCLUDED IN THE BID PRICE FOR THE STRUCTURE, A OUTLET PIPE 1B. •IE DENOTES LENGTH OF ONE (1) BAR. NO SCALE 10. AL1. REINFORCING STEEL TO BE CUT CLEAR OF STANDARD PAVEMENT EDGEDRAIN IN THE EVENT THE INVERT OF THE OUTFALL ROAD AEOFCATION ALL OPENINGS BY 2". 19. ALL REINFOROING BARS TO 11 4, PPE 15 HIGHER THAN THE BOTTOM OF THE REVISION DATE 1(18.(18 STRUCTURE THE INVERT OF THE STRUCTURE 11. CAST -N PLACE CONCRETE IN TO BE CLASS A3 20, WHEN NLET IN USED IN 4'-0" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO LONGITUDINAL PERFORATED PIPE UD -4 (3000 PSIi. PRECAST CONCRETE IS TO BE INLET N TO BE SHAPED TO CONFORM TO PREVENT STANDIRG OR PONDING OF WATER aF W.T 4" NOW. OtAMETER 4000 PSI. PROPOSED CURB. IN THE STRUCTURE, THE COST OF FURH4SHNO CORRUGATED PE AA6HT0 M-252 SEE NATE , OR CRUSHED AND PLACING ALL MATERIALS INCIDENTAL TO 12, LENGTH OF SLOT (L) WILL, N EVERY CASE, BE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS THE SHAPING IS TO BE INCLUDED IN THE BD CRUSHING STRENGTH TYPE OF PIPE114 SHOWN ON PLANS, W,T 411 NOM OHAIdETER PRICE FOR THE STRUCTURE. SMOOTH WALL PVC ,11#3 (FOR USE WITH STABIUZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 711] PSI XXX UNDERDRAN SHALL BE CENTERM UNDER CURB AND GUTTER. 18. F INLET IS CONSTRUCTED N MEDIAN CURB OR *XX TESTED ACCORDING TO ASTM D-2412 AT 3 S DEFL£CTIONL 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE DOWN GRADE OR GREATER. FOR DETAILS SEE STANDARD ST -1. SHfXLOER OMITTED (SEE DETAIL). -� 8. THIS ITEM MAY BE PRECAST OR CAST -IN-PLACE. 44, STANDARD INLETS MAY BE CONSTRUCTED WITH SEE NgTE 1 -ES MODEM - - - - - - - CONCRETE BLOCKS IN ACCORDANCE WITH THE STD. UQ -4 REO -D. / ST'O. UO -4 REQU- GLASS MEETING #8 GRADATION REQUIREMENT, DETAILS SHOWN ON STANDARD DRAWING DI -ME. EItENfE STANDARD CURB DROP INLET 233 12" - 30" PIPE: MAXIMUM DEPTH (H) _ 8' 302 VIR314A DEPARTWENT OF TRANSPORTATION ROM AND Bi S MDARDS REVISION DATE SHEET 2 OF 2 104.10 6" DIA. SCHEDULE 40 STEEL PIPE FILLED WITH CONCRETE AND PAINTED YELLOW FINISHED GRADE 18" DIA. CONCRETE ENCASEMENT BOLLARD DETAIL NOT TO SCALE UD -4 ci ai EEd- d GEOTEXTILE DRAINAGE FABRIC UNDERDRAN SHALL BE CENTERED UNDER CURB AND GLITTER (OVERLAP 1'-D11 AT TOP) PAYED SHOULDER GE07EXTi-E DRAINAGE FABRIC 811 (OVERLAP 1'-0" AT TOP) PAVEMENT ' ' ' •.�..nn •• PAVEMENT r'. r'..,!• MATERIAL . • • �+ -'+•+•.,�• e •.• UNSTABILIZED •.•:••. ' QUTLET PIPE sS: la�a!T SUBGRADE • .•+•.• SEE NOTE t #57 AGGREGATE, #8 MAGRADE OUTLET PIPE -0'1 AGGREGATE OR CRUSHED SEE NOTE I GLASS MEETING #8 #57 AGGREGATE, #8 VARIABLE GRADATION REQUIREMENT. AGtIEGATE OR CRUSHED (EDGE OF PAVED SHOUL R) -.GLASS MEETING 118 41_71 11 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION 4 UP TO ELBOW PIPE I5 PERFORATED 5' ELB09M UP TO ELBOW PIPE IS PERFORATED CONNECTION PIPE -LESS AGGREGATE 12 Ya_ �Ir of i la�pq ti is i, m 1141- PRIMARY DIRECTION TRENCH WITH 4"-Wn OF WATER FLS DRAINAGEFABRIC 4'-744" NON PERFORATED 4'-101/6" OUTLET PIPE (TYPICAL) 45• ELBOW CONNECTION 45• WYE 6'-2'114 CONNECTION -51Y4" 361, PATS • FOR OUTLET 1'-0" MAX. PIPE TO BEGIN WITH fD 45+ meow EW -12 (TYPICAL) A OUTLET PIPE NO SCALE � ��ANDARDS STANDARD PAVEMENT EDGEDRAIN SRI ROAD AEOFCATION VIRGINIA DEPARTMENT OF TRANSPORTATION -240 258 301 701 SHEET 1 OF 2 REVISION DATE 1(18.(18 • a a (OVERLAP 1'-0OTEXTILE aPA�� PAVED SHOULDER LONGITUDINAL PERFORATED PIPE UD -4 STABIL OPEN 110.28 AGGREGATE CRUSHING STRENGTH TYPE OF PPE (TRADED ORANNYIOE PAVEMENT i .. ,. J " aF W.T 4" NOW. OtAMETER LAYER SUBBASE LAYER "PPE GRADE SMOOTH WALL PVC .103 SUBGRADE OUTLET PPE CORRUGATED PE AA6HT0 M-252 SEE NATE , OR CRUSHED ,- GLASSMEETING #1 GRADATION REQUIREMEGATE NT. T.. NON-PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (EDGE OF P VE9NIOIILDER} CRUSHING STRENGTH TYPE OF PIPE114 W,T 411 NOM OHAIdETER PAVED SHOULDER SECTION SMOOTH WALL PVC ,11#3 (FOR USE WITH STABIUZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 711] PSI XXX UNDERDRAN SHALL BE CENTERM UNDER CURB AND GUTTER. iE WALL THICKNESS (MN) - INCHES *XX TESTED ACCORDING TO ASTM D-2412 AT 3 S DEFL£CTIONL QEOTEXTIE DRAINAGE FABRIC _ (OVERLAP 1'-011 AT TOP) 1 DOWN GRADE PAVEMENT iy <' = ° S�OPENAGR SHfXLOER LAYER ADED,• • •'• • .' SEE NOTE 9 -� SUBBASE LAY ..?,�,.�?':•:`: ; • : MAIN LINE PAVEMENT WN -P ItRATED Y CONECCTIDH �•TLET PIPE SEE NgTE 1 -ES MODEM - - - - - - - #57 AGGREGATE, 06 AGGREGATE OR CRUSFED " PPE STD. UQ -4 REO -D. / ST'O. UO -4 REQU- GLASS MEETING #8 GRADATION REQUIREMENT, CURB AND GUTTER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SHOULD { PAVEAENIT NOTES: Es EP I i. 4f1 MINIMUM, PROVIDED ATTAINING MINIMUM 41' OF AGGREGATE ON TOP OF PPE. EDGEDRAINS IN GORE AREAS 2- WHEN THE LONGITUDINAL PIPE CONNECTS DIRECTLY INTO A DRAINAGE STRUCTURE (DROP INLET, MANHOLE, ECT.), NIOWPERFORATED OUTLET PIPES ARE NOT REQUIRED. 3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A MINIMUM OF 1'-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4. ALL CONNECTIONS (ELBOWS WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PPE &RUSHING - -- - - ARE TO BE OF THE SAME STRENGTH AS THE OUTLET PIPE. COMMERCIAL SIDEWALK OR 5. OUTLET PIPES ARE TO BE INSTALLED ON 2X MN. C3 % DESIRABLE) GRADE AND PERFORATED ENTRANCE UNPAVED SPADE LOCATED EVERY 350' MAXIMUM OR AS NOTED ON PLANS. LI MPAIN PERFORATED 6. OUTLET PIPE TO BE SECURELY CON#IECTED TO EW -12 OR OTHER DRAINAGE TRENCH A� UUNDERDNRAIN L PIPE STRUCTURE 7, WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NON -PERFORATED PPE SHALL BE - UTILIZED IN LEU OF PERFORATED PIPE. MAINLINE ROADWAY 8- THE LENGTH OF PPE BETWEEN THE WYE CONNECTION AND THE EW -12 SHALL BE ST'D. CURB LIMITED TO NO MORE THAN T -O" TO PERMIT CAMERA INSPECTION OF THE MAN LINE 6 GUTTER UNDERDRAN BETWEEN THE LIMITS OF T'D. CURB �WLL IN EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURNS 6 GUTTER BE NON -PERFORATED PPE. 9. IN SITUATIONS WHEN FULL DEPTH OF STABIL.IZEO OPEN -GRADED MATERIAL. CANNOT BE MAINTAINED UNDER CURB AID GUTTER, NO. 218 AGGREGATE SHALL BE USED UNDER CURB AD GUTTER. NO. 21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABIUZW OPEN -GRADED MATERIAL LAYER AND OURS AND GUTTER. SPECIFICATION VMT REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE STANDARDS 24o REVISION DATE mor 2 OF 2 258 501 VIRGINIA DEPARTMENT OF TRANSPORTATION 105.07 7O1 TRAPEZOID DITCH 1011 ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN .1-r,. ,. ... ,,..-.......,. -... 5" BACK OF 5 CURB LINE ►.i iT«.1`14:7 DETAIL A 12" RETAINING WALL NOT TO SCALE IPRECAST FACIE F MOCK f * #: 2"R 411 T} 0% SLOPE r e / fl TI t, V 13" MIN . •. FINAL T" MIN. i Ali GRADE d •; .. 6" 2' CAST IN PLACE WALL NOTES: #4 REBAR ( 16" O.C. HORZ. 1. CG -6F FOR ONSITE USE ONLY AND IS NOT TO UTILIZED WITHIN RIGHT OF WAYS REBAR @ 24++ O.C. VERT. 2. CURB SHALL MEET CURRENT SPECIFICATIONS OF VDOT STANDARD CG --6 3. LONGITUDINAL SLOPE OF GUTTER SHALL MATCH SLOPE OF PAVEMENT 4. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST FCG - 6" FLAT CURB & GUTTER 10/29/14 FOOTING T -DI -3,4 04 ORIS : :. - - i+ PACE O BLOCK FT NOTE: DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJECENT CONCRETE. ALTERNATE DETAIL FAR FACE BLOCK (NOSE TYPE B) PLAN BACK OF 2" NDONNMALFrt CURB LINE °N 45- 4r N�MINIAL +-► . .. r----- - ^ - I I I 5EE DETAIL A it 4. I 1 n X 4"LE I------_--___J FOR I _--___I TO CUi� FACE OF BLOCK BACK VIEW END VIEW NOTES -.ALTERNATE NOSE 1. 2" a 411 NOTCH MAY BE FORMED WITH STRAIGHT SIDES, TAPEFIM DETAIL- A SITES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE (FOR tl� WITH MOUNTABLE CURS) WITH SHEET 1 OF 2. SPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS 105 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 T -0I-3,4 I NOTES: DROP INLET THROAT SECTION STANDARD IC -2 FRAME AND COVER R4 LOCATION OF IDLE TO VARY ACCORIDING TO TYPE OF INLET CONSTRUCTED. - FACE BLOCK SEE SHEET 2 OF 2 FOR ALTERNATE DETAIL. RIB BARS 65 ON 6" CENTERS. W•NH4 BARS 3 BARS 4 BARS 1. SEE GENREM NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSI MINIMUM COMPRESSIVE STRENGTH. 3. REINFORCING 'STEEL IN ACCORDANCE WITH ASTM A-615 FOR REINFORCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A-186 FOR WELDED WILE' MESH. 5. DIMEMMNS SHOWN ARE MINIMI. M. ACTUAL DIMENSIONS MAY VARA WITH MAMJFACTTLIRER. S. THIS UNIT MAY BE USED WITH ALL STANDARD OM3 k 01 -4 CURB DROP INLETS. 7. EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS 03 BARS) CAST IN FACE AS MOWN. THESE LOOPS MAY BE USED FOR LFT AND FOR TENG N THE POURED IN PLACE GUTTER §ECTION. FACE BLOCKS ARE TO 13E SEALED WITH GROUT OR POLYSULFIDE SEINER.. 8. STANDARD ST -1 STEPS NOT REQUIRED IN THIS TOP UNIT. 17EC SEE ALTERNATE NOSE DETAIL, 2 OF 2 &DETAL SEE 161NATE FOR IN)TEl VARIES WITH MANUIFACTURER TYPICAL MINIMUM BAR REINFORCEMENT ALL RIB BARS W-20 SMOOTH BARS ON 4i1 CENTERS. b"► -4- e4 BARS TYPICAL MINIMUM WELDED WIDE REINFORCEMENT XVDOT ROAD AND BRIDLE STANDARDSOS STANDARD PRECAST TOP UNITS SHEET 1 OF 27 REVISION DATE VIRGNIA DEPARTMENT OF TRANSPORTATION 1D3°O5 ALTERNATE DETAIL B ROAD AND BRIDGE STANDARDS REVISION DATE SHEET 2 OF 2 103.88 OMMENDED MINIMUM HEIGHT CHART ci ai EEd- d PIPE SIZE H DIMENSION CONCRETE PIPE 8" 21-1111 811 3'-11 " ' ' ' 1, "r _ „ 151131-91A." 1B1' 4,_OI " 21" - W 6" 12" 41_4,1 41_71 11 " 4" 12 Ya_ �Ir of i la�pq ti is i, m 1141- n 4"-Wn 15" 4'-744" 18" 4'-101/6" 21" 24." 27" 3D11 6'-2'114 I" -51Y4" 361, ♦ • e 481 N.T.S. VER 1 6" 13" MIN 11P;1F A 4 a � 7" MIN. • 61" 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 CG -6R - 6" REV. CURB & GUTTER 10/29/14 VER 1 N.T.S. NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. CURB HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) WILL BE PND FOR AS RADIAL CURB. - 4. THE DEPTH OF CURB MAY BE REDUCED AS MUCH AS 3" 415" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH)IN ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE. OTHERWISE, THE DEPTH IS TO BE 18" AS SHOWN. .I NO ADJUSTMENT IN THE PRICE BID IS TO BE MADE FOR A DECREASE OR AN INCREASE IN DEPTH. 5. CG -2 IS TO BE USED ON ROADWAYS MEETING z THE REQUIREMENTS FOR CG -8 AS SHOWN IN w Lo APPENDIX A OF THE VDOT ROAD DESIGN MANUAL, in IN THE SECTION ON GS URBAN STANOARDS. 2" RADIUS ;6 n ,;p 2 G,;'• D. SURF/ N.. ;' D.; Q,' ,A 3.' • ' • ' r • • BASE Pt1 • Pp P� - ' a. SirF3BA 8" L12 " ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED SPFCIFICATION REFERENCE 105 542 SPEGFICATI(1N REFERENCE 105 233 SQ2 302 STANDARD 6" CURB VIRGINIA DEPARTMENT OF TRANSPORTATION R 411 r� �2" R CG -2 00 E CN try v ry J•�� 017 C _ tMOCV R �'sCD Lo LO Q. R31 r r I- a� q SURFACE I ---I BASE E SUBBASE} ��--s O Q ROAD AND BRIDGE STANDARDS REVISION DATE I SHEET 1 OF 1 201.D 1 CG -6 NOTES, I. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO EE CLASS A3 IF CAST N PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB II GUTTER HAVING ARADIUS OF 30D FEET OR LESS (ALONG FACE OF CURBS SHALL BE PAI) FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB I GUTTER SM I BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO TIE DEPTH OF THE PAVEMENT. 5, ALLOWABLE CRITERIA FOR THE USE OF CG -S IN BASED ON ROADWAY CLASSFK ATION AID DESIGN SPEED AS SHAWN N APPEtDIX A CF THE ROAD DESIGN MANUAL IN THE SECTION ON GS URBAN STANDARDS. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 61' CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION �z �u Rev, No. 1Date 02 3-24-2017 Hop THE BOTTOM OF THE CURB ANO GUTTER MAY BE CONSTRUCTED O PARALLEL TO THE SLOPE OF SUBME COURSES PROVIDED A MINIMtS MAIINNTAINMAINTAINED. DEPTH OF 7" RAN L. PLEB Lic. No. 32509 o -Ji I s101VAL DATE: 05-04-2017 1VDC3T SCALE: N/A ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF 1 201.03 DESIGNED BY: JNT FILE NQ. 2022C SHEET 22 OF 27 f -OJ •P a ♦ • e fD .6 16 A A P • a a P THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR COMBINATION 61' CURB AND GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION �z �u Rev, No. 1Date 02 3-24-2017 Hop THE BOTTOM OF THE CURB ANO GUTTER MAY BE CONSTRUCTED O PARALLEL TO THE SLOPE OF SUBME COURSES PROVIDED A MINIMtS MAIINNTAINMAINTAINED. DEPTH OF 7" RAN L. PLEB Lic. No. 32509 o -Ji I s101VAL DATE: 05-04-2017 1VDC3T SCALE: N/A ROAD AND BRIDGE STANDARDS REVISION DATE SHEET I OF 1 201.03 DESIGNED BY: JNT FILE NQ. 2022C SHEET 22 OF 27 f -OJ general backfill location marker location mark CONCRETE CRADLE 8" 24" select - backfill -61. 112 O.D. location mark£ STANDARD fill 24" select backfill All backfill to be compacted to 95% 6 of ASTM D698 maximum density. 6" location marker concrete -------- ac ' 0 ori h°�vsxi CONCRETE ARCH 24" select backfill 6" 6" CONCRETEENCASEMENT TRENCH & BEDDING -1- 24" select backfill 6" 112 O.D. 6" FEB 09 In addition to restraining each joint of the fitting, any joint that falls within the specified length of each branch of the Titling shall be restrained. L = restrained length of pipe (PVC or DIP) D = pipe diameter TEE, CROSS, WYE = L L = restrained length of pipe (PVC or DIP) D = pipe diameter D 6" 8" 12" 1 45°, 22 1(2°, 11 114° 6" 8" 8°12" 181, 16" 18" 24" 2�D+6 60 60 L (it} 60 100 120 120 140 160 TEE, CROSS, WYE = L L = restrained length of pipe (PVC or DIP) D = pipe diameter D 6" 8" 12" 1 45°, 22 1(2°, 11 114° 6" 8" 12" 16" 181, 24" 6" 18" L(ft} 60 60 L (it} 20 20 20 1 20 20 26 2D HORIZONTAL BEND RESTRAINED JOINTS FOR TEE, CROSS, WYE AND HORIZONTAL BEND -2- FEB 09 D1 L D2 Both joints at the fitting shall be restrained. In addition, all joints within the specified length on the large side of the reducer shall be restrained. L (ft} L = restrained length of I pipe (PVC or DIP) D2 D3 D = pipe diameter REDUCER L I�L" t"4 D In addition to kai restraining the connection, any joint that falls within the specified length shall be restrained. D 6" 8" 12" 16" 181, 24" 24" L(ft} 60 60 100 120 t20 144 8 12" 16" 18" 20" i 24" 6" 40 60 100 120 120 140 B" - 60 80 100 120 140 12" I 60 60 100 120 16" -- - -- 40 60 100 18" - T 27" 29" : f FCSA and installed b Y contractor 40 80 211 -- -- -- -- -- 6D REDUCER L I�L" t"4 D In addition to kai restraining the connection, any joint that falls within the specified length shall be restrained. D 6" 8" 12" 16" 181, 24" 24" L(ft} 60 60 100 120 t20 144 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- L = restrained length of pipe (PVC or DIP) 0 = pipe diameter FEB 09 finished grade dawn bend Ld = down bard restrained length o+ pipe (PVG or DIP) depth 4 ft.. min. Lu = up bend restrained lengthof pipe (PVC or DIP) Ld ---� D =Pipe diameter o• Each side of any vertical offset t bend shall he restrained. In 4t addition, any joint that falls within the specified length on each side of the fitting shall be restrained. Lip bend depth Lu 45° D 6" 8" & 12" 16', 18" & 20" 24" Ld (#tl 20 40 60 8o encasement Lu (tt} 20 20 20 20 221; 2° D B" 8'& 12" 161, 18" & 20" 24" Ld 1 20 20 40 40 encasement Lu (ft, 20 20 20 20 11 1,14° D 6" B" & 12" 16", 18" & 20" 24" Ld fftl 20 20 20 20 encasement Lu 1 20 20 20 20 RESTRAINED JOINTS FOR VERTICAL OFFSET -4- FEB 09 concrete pad 18" dia, x 6" finished grade 6" stone screw type adjustable valve box 48" min. location marker valve box adaptor joint _valve restrained stone restraints to main t --- 18" to 24" 8'x 8'k 16" solid block for 12" valve 6", 8" and 12" concrete pad 18" dia. x 6" deeper finished grade Water 16", 18", 24" and 24°' GATE VALVE -5- 6" stoner screw type adjustable valve box valve box adaptor concrete oad 18" dia. x 6° deep 24" min, Note: valve shall be spur gear type valve I restrained to main 11�1 8"x 8"x 16" solid block Forced Sewer APR 09 trench width as required i / I 6" iia. schedule 40 steel I I pipe filled with concrete / / f and painted yellow p Y finished grade i8" dia. concrete 3' 7' 2, I I I X1'6" a If_ _'ll e�" concrete wedge CenainTeed Rexus 24" manhole cover no. GDRU60EH anchor bolt - 4 ea 2" adjustment ring with butyl joint sealant on 2° custom setter (mater by FCSA) y 1 top and bottom varies at property line standard flat top for (see note 3) 2' max. 4' diameter manhole concrete pad 18" dia. finished grade of x 6" deep r pavement or earth top of manhole at grade in pavement areas unless otherwise directed (top shall be set 24" finished i grade 1''6" 24"1 mon, above grade in undeveloped areas) elearopenin square skid pad 6 thick around manhole frame in 314' x 2' butyl a °' joint sealant developed areas 1 6' stone 35" max• _ _ 24" min. in undeveloped areas adjustment rings ° (11" max.( spigot by gasketed bell 45=bend 2 [� 3' minimum gasketed pipe and fittings Cap tel Foundry of VA, Inc. traffic ==: / / { encasement • 3' 6^stone C" ell 314" concrete anchor 4 finished 8' x 4" gasketed bell wye solvent weld cap Gearing cleancurllamphale frame W H Lr) W � a ,, - s.. meter interface unit bolts (4 each) ; grade INSTALLJOIN7 RESTRANITS ON EXISITNG WATER MAIN PER CURRENT FCSA REQUIREMENTS PRIOR TO SHUT DOWN M and cover, Item No. VB-9*S 3. HAVE SUFFICENT RESOURCES ON-SITE TC ACCOMPLISH TASKS PER FCSA roadway box— -� -' a bracket furnished by a., concrete ASTMG150 0 BOLLARD DETAIL 2" CTS polyethylene T 27" 29" : f FCSA and installed b Y contractor 40DD psi < 12" ort 6" (typ.j exterior of all sections to property line Panella Model PA4SV-GSK (4") cast iron cleanout cap with standard gasket and brass `� 5. tubing (PET) 200 psi 12" p QyT�A�`•T 5. EXISTING TEE MAY BE REUSED IF FOUNDTO BE IN SATISFACTORY CONDITION plug having a countersunk square head NOTE: 48" min. w,r SS inserts at all T riser section for 4 s °d - have waterproof coaling g steel reinforced 1"nominal size butyl finished grade 18" concrete skid pad ex DATE; 05-04-2017 Weep holes shall not be subject to being submerged. lt connections diameter manhple . n lene joint sealant to be 7. COMPLETE DISCONNECTION AND ABANDONMENT OFTHE EXSISTING WATER finished 24" dia.6" daep installation is in an area having a high groundwater table, the with cutouts ro steps Poll yP py p INSPECTOR grade S. Authority's engineer shall be contacted for hydrant relocation. f an ! 1111 I91 II` �d T min.� applied on lower joint gasket shall he ledge of joint a ° AND T E57FING OF NEW WATER MAIN IN AMOCO LANE R.O.W. AND AT LEAST 11°II IILIIIL7 either o-rirg or profile PERFORM (2J SHUT DOWN qF WATER AflAIN; 1} TO INSTALL 10" •'a ATE VALVE FI�+ N�•r,4�i r.0 --Ill 90° CgNNECT 2" bVATER MAIN TO NEWLY INSTALLED i0" PIP AFTER FULLY 5'— — 'I 6° stone TESTED .. - variable adaG � 36" location marker mm ' as required concrete pad 1'-6" dia. x 6" deep solid support blocks ' 4'-0" " cover finished grade 6,stone under custom setter to 5°' —pips to manhole stone 12 gauge solid insulated be 2" min. - 6" max. saddle with copper wire for line tracing; FJ X FIP coupling and_, le ve d by flexible sleeve 45= carparation stop taped at 10 foot intervals MIA plastic plug invert channel to provide a s . 6" stone water main (see note 4) smooth transition in to out, 3-0 min' , .. 4'-0" max. for all connections 2'-D" max ne to be screw type adjustable valve box ball valve curb stag with PJ A..: top of bench to be treated 2"'x 4' with rminimum of 6" I valve bax adaptor (CTS) bath ands with 2" gate valve operating nut precast invert ar grout bottom to - 3 4 dia. . - same elevation as top top 6, painted green shave top of base ocator marker form channel 6, of pipe 4" pipe at 2.00% fiftercloth stone NOTES: °° a d -k , . - ' minimum grade sanitary Wye I _ _ - P 4 sewer main stone I 1- Water service crossing street shall be encased in - a ' 45' bend --' ':' - -'1: --' :':' SCH 40 PVC or SDR 21 pipe. The piping shall ... , a - 45° .- ---..- -.,.. .--- -- --.... ' __.. .- •. } run from one foot beyond sidewalk, across street y to one foot beyond sidewalk. '' - ' "' - e stone T- . ' .. "' ::. ..:,...:. :.r .,.... .,. 8 2_ Instal l 12 gauge solid insulated copper wire (for kine tracing} ..., .... .. ... ... ... .. ... ...,... .... ' ° mechanical joint swivel Zee with from corp. stop to into the meter box [ wrap wire around carp. stop, wire to be taped to top of PET at 10 foot intervals; came up into meter box; wrap around bottom of aP NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation 2. If elevation exceeds two inches use concrete adjustment rings with a exterior coating of All pipe and fittings Shall be SDR 35/26. .... "" ....... 6" branch angle Gall valve, terminate with 12" tail piece]. water proofing. 6" stone 8 X 8 X i8 CUTOUT DETAIL 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout. soFid i�iock :- - -',- '� D1P ridtSrS"'.� 8 x 8 ";(96 (h'pical} 4. Skid pad to be placed around manholes Iccated in shoulders of roads. _'', exceed'20 ff:: "` solid block 5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height. All pipe an fittings S a e d f shall kk SDR 35/36 ........... - .. ... THIS WATER SERVICE CONFORM THE UNIFORM STATEWIDE BUILDING CODE S TO 6. There shall be a 0.20 root drop in elevation through the manhole. 1 Yz" AND 2" GRAVITY SEWER LATERAL METER INSTALLATION STANDARD MANHOLE FOR MAIN WITH COVER 15 FT OR LESS GRAVITY SEWER CLEANOUT -6- APR 09 -9- FEB 09 -15- FEB 09 -22- FEB 09 -24- FEB 09 O W V_ E C CM 0 (11 J C to C .. C-4 > = � il tC 'p ? V) CD C L C. �2- Sl V. CD FCSA WATER MAIN CONNECTION NOTES: E-4 F --•I 01 3-20-2017 W t� 1 C" ell W TEST PITTHE D(SISTING WATER MAINS PER FSCA INSPECTOR'S REQUIREMENTS E -I r� lH Op W H Lr) W > ��I N F�-F INSTALLJOIN7 RESTRANITS ON EXISITNG WATER MAIN PER CURRENT FCSA REQUIREMENTS PRIOR TO SHUT DOWN M 3. HAVE SUFFICENT RESOURCES ON-SITE TC ACCOMPLISH TASKS PER FCSA RANY FREER' INSPECTOR'S REQUIREMENTS 0 LIC. No. 32809 FCSA WATER MAIN CONNECTION NOTES: Rev. N0. Date 01 3-20-2017 CONTRACTOR SHALL: 1. TEST PITTHE D(SISTING WATER MAINS PER FSCA INSPECTOR'S REQUIREMENTS r� lH Op 2. INSTALLJOIN7 RESTRANITS ON EXISITNG WATER MAIN PER CURRENT FCSA REQUIREMENTS PRIOR TO SHUT DOWN 3. HAVE SUFFICENT RESOURCES ON-SITE TC ACCOMPLISH TASKS PER FCSA RANY FREER' INSPECTOR'S REQUIREMENTS LIC. No. 32809 4. SCHEDULE SHUTDOWN WITH THE FCSA INSPECTOR, FREDERICK COUNTY FIRE MARSHALL, VDOT AND ALL .AFFECTED CUSTOMERS AT LEAST (7) DAY IN ADVANCE, AND MAKE PREPARTATIONS AS REQUIRED BY ALL PARTYS `� 5. BE PREPARED TO POSSIBLE PERFORM WORKAT NIGHT IF REQUIRED BY FCSA1 p QyT�A�`•T 5. EXISTING TEE MAY BE REUSED IF FOUNDTO BE IN SATISFACTORY CONDITION BY FCSA INSPECTOR. WATER MAIN APPURTENANCES DISTURBED BYTHE CONTRACTOR SHALL BE REPLACED BYCONTRACTOR AT THEIR EXPENSE AS DATE; 05-04-2017 REQUIRED BY FCSA INSPECTOR 7. COMPLETE DISCONNECTION AND ABANDONMENT OFTHE EXSISTING WATER SERVICE WHEN WATER MAIN IS SHUT DOWN IF REQUIRED BY FCSA SCALE; • N/A INSPECTOR S. PROVIDE TEMPORARY BYPASS OF WATER MAIN TO ALLOW INSTALLATION DESIGNED BY: JNT AND T E57FING OF NEW WATER MAIN IN AMOCO LANE R.O.W. AND AT LEAST A PROTON OF WATER MAIN TOWARDS SITE 9. PERFORM (2J SHUT DOWN qF WATER AflAIN; 1} TO INSTALL 10" •'a ATE VALVE FI�+ N�•r,4�i r.0 AND CONNEGT7Eh9PORARY BYPASS TO EXISTING 2" 41rATER MAIN, 2) TO CgNNECT 2" bVATER MAIN TO NEWLY INSTALLED i0" PIP AFTER FULLY SHEET 23 QF '27 TESTED 1r7 -Q5 N LO E C N N V N J.�� _ ® N 'p cc , � O C ate+ C �-+ i G ;C W) d U- Z-, "I r� � w UJ Z Z E.. � LLJ Q � �Z wo h--� w w �' W U W Q Rev. No. Date d1 3-20-2017 TH a,� ' o RANDY EPLER LIC. N0. 32809 �`�ZONAL Cys DATE: 05-04-201'7 SCALE: N/A DESIGNED BY.- JNT FILE NO. 20�2C SHEET 24 OF 27 17-05 Greenway Engineering February !, 2016 CB Ventures, LLC Rezoning 4_ , 40 �-:' Revised April Z5, 2036; Revised May 9, 21316 AMENDMENT a' Revised July 1, 2036 ' _.. y�yy q�y��Tr�cg7g�� LLC � v C_ _� CA,] Y L.lry A. tJ �.ffi'r�� 1.,JUC COMMERCIAL�r.y��p,,DEVELOPMENT �.J�JGVS�` ir�A i"1 $ «.,x+ -H- �: �,,,,�,• A.E.,,.���a,.:4.,...,. >,,,.,� , :.v��,�.�,� ��,:.y.- _�-,z,�, �!`li$.�r1f`r"'1� ��i be lr1 �f�4L't l'7$1 $�E est%` �f �����1� �'1�'�FI{�1~elli STATEMENT �+�1•f � Action: Ps� s "� e oi°:�`uly, ">�15 by the following recorded vote - PLANNING COMMISSION: June 15, 2016 ti Recommended A�n�rfa�vai REZONING: RZ #05-16 -3, Industrial Transition District and B_2 Business General BOAR OF SUPERVISORS- J'`dy27y 01 6 District to B-2 Business General District with proffers APPROVED DENIED �-t�„� qw� �g Jr.,„ �^�. rk Lofton, Aye Charles S. k.+�uAr.d=d`��{�r�y �R�.[3��'`� �'��. �a.3%�� A. 3�.r�Jk "i�.i"� . ars y .w .�..,.:. w ,:....�•.a,,., ,.,.,:x:n� ..»... ..._ .. Gary PROPERTY: 4.98± acres A�er�� ire P> - Tax Iola Parcel 43 -A -48A (here -lit after the "Property”) Robert A. H�.s Robert W. Wells P AN ORDINANCE ANffiND1NG ��1-,e -�€� L:tie• I,t �:enl� E Fisher Aye ,�u€Iz McC �"k"SlarigiIteAye r ..�.m RECORD OWNER. CI3 Ventures, LLC (here -in after the `�4�wr�er") If IE ZONING DISTRIC T �'�' Ave APPLICANT: CB Ventures, LLC (here -in after elle "Applicant") Blaine Pv Dunn ° °- G -� 16 �; -', PROJECT NAME: CB Ventures, LLC Commercial Development ORIGINAL DATE �bx � ,g[^ p-s�gg Ventures, AA,,,, ��vw �! <� I';�ll�`�i' .'"I"'I' OF PROFFERS; February 1, 2016 WHEREAS, vrR� �-i '�ll:lE LUC, Su4s'..�$� �' �.,iia�l'n.''�' E.r�c`�`�;��',. IuCe c.,.tct ry �, � REVISION DATE: Jul � 2016 ��t°,tr�°,;��,�.3 i- C4 3�� ku�1 �" ���:!”' '�'Y S �L1ss'ad& Tr`��-. 1�s4f.?Y�%_i.P �i 4i��g d-.�l`�;�.�wi 61T3 B .�dd�1'�i-.g y f ��ia��.�. dis`� J. A ic 3.c"r i-,�@aF3 ° fe D�. Gen p 3. �....'��'9 r1. �. cJ k. d �-�� ', 'i�x ."..u,Y���FxV Y�i1• &.1,..8� �`.sL.."'�9"�e l-.k� ,��+ni_ n:� Div�.€�f"t with f%1"aa:�I.I"E�rfS`9i}13.'�. ��' qF;�� ""p{�y � ,{��� �� d t - w�j d �ti ..:S�,Y �9 �1f �� $�Y aF ,+For ���.W" S.`rt K"t. a �Y�L�&.`..F�l }.� .�+�i.r thesouth S1ele of A�z.aa4£��:.�6�k�'-;� Pike (s.3i��.lt'e 11), Jr . .if �.'. ��,'�'.., f�at'3�.�% yf_i,.4'=� .`,h�r�: �� �.:.�,f:�f,.d.F a�ib,.d`a � v'>i 3a.�s"r •.�`.�..'+� t� e"�. g' �.�...�...$.,w.,., .,... ..._. _.». ...,. .._„_.r.. g -.4.51M §'%- ` +'�.'..`a "��`%��.'.F.Ya�s r�%d .:.%.�% �.'wr'-tG; 4.. ^. ca .[�,,�-v. i?'” 2a+� .r;�F; .t'��= �+ � � G. 4..�6&i 5,�}n� - _ Prelimin _Matters . � _; �. ��� x d�� w � � Exit 31 °�. �g� . w pe., rj �, rug �-i ,� � q i 1 r.�, pp� 'n Frederick p.+tgy�gp^ ryry _ � s ��F 'x' LR.e-x✓L C ✓S�w.. �.,-^'s Y. PS�a T. '�...}..��..4�.if a, ZFiiw'V}ErdR� County, �is'��4 c'�£.l u� e Stone -vv -0 f'asiui<t; n Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, and �7c the provisions of the Frederick County Zoning Ordinance with respect to conditional �Bvi��t�the y I".:k.4i;.�i:� •�t`-'-"!b6''fa"�3r:��.�'t?�. t.�'I:� �+' 4�f�.'S',J�.`s #�€�-��.n"�s. n ff,{.315 'iF'�,� 'y.,3.., , w �^ A9 �. Aga - .. W � ",.. ��% A�..-�.� 'fti- zoning, the undersigned Owner hereby proffers that In the event the Board of S1ipErViSOrS _.`:rnertded approval, ��` of Frederick County, Virginia, shall approve Rezoning Application #05-16 for the rezoning of a 4.98± -acre parcel from the B-3, Industrial Transition District and B-2, � �«;.�•ilc�._�'� ���:BI't��=t r�l~S �r.,rpsor �� :, public heming � ..� t�.L BuSInESS General District t0 establish 4.98± -acres of l3-2, Bu51ne35 GenEral District with held � p�-,��� �a ung i�t� �Jt�3 r��� �r�ur G. ��.y :�`�, ill6, proffers, development of the 4.98+- ",� 4.98t -acre subject property shall be done inconformity with y�dss the terms and conditions set forth .herein, except to the Extent that such terms and "� .�:�.z ��"�,..� ��r @ .,. r z. , .. � �.ti`'�'.r :.,q,.-. ,�: f; � �, -. ro :. . � - .. ,. s�?r. - .` �'��a-��,A ` ... ••. 4 e,® � conditions may be subsequently amended or revised by tktE Owner and such be approved w .eek CoS��t Bow >� ��a�, � �,., ��' ��!��, tbtr approve a1 at this re�.,o. g to -� - .;ra the list hats e s $ab �.� public health-, ei .-, ��,�„_�,�:� � h�$ �;,�,�nPIM V jr. to oall �va� the ern ehe ° � by the Frederick County Board o#' Supervisors in accordance with t ",� � `� „� the said Code and ` y � s Zorilrlg Ordinance. In tillw eVEYit that such rezoning is not granted, then these proffers a riv.. lX An tTt`�� � `� � skull be deemed withdrawn and have no effect whatsoever. These proffers shall be NIIW 1 �I:`��; �� A., �.�• � -° �, �-�.��r-..�� �-� ,� � . � �ckd tixk��� � ` binding upon this Owner and their legal sue _�6}�,�ee�� , � �d;3 �qCo �p�i��.q�.��c,�,�y.�y:aard��b ��er���P�r, that q,1�ad�.ga�d��rc� 1��:.- i� � censors, hers, or assigns. fie. Y .id��.. Y.Tas�A � i -a r)}. �3-r ��.9 "gw�:�A. 5rMA4. 6d ��nu�''Code, '�.rL�s ���2S g "-�k.�Fs �: e�� ttiT rB1vf��'r+L.a t '5 �.7 �. '�i. s'_ .� y3t .tP n .ibf r ^'4 � £��y�is. e . �t��� ��i��. a�� i:_�r1,. to °� have4�t� pd� The r ��«� °� � � _< ,� � ,ry the _ s ,�, , � � x: f..a � d 5&1 -Sol Property, more particularly described as the lands owned b CB Ventures, �,..... �e.. _ , .� �c,� s �� �i;t ��.` IIx .��s T ie�.''?l�t�"a �~��a�a.a� �:�xs';. �e B� aene� 1'�,����ess} •t�# ,n a�� Y LLC, �.ur..�=" �.t����.� �.:�.� � ��: r ,° v� , � � a't`�° - ���s .° ., R - •�:- �, � � .. _T tieing all of Tax Map Parcel 43 -({A}) -48A, as evident b Special y Warranty Deed recorded ��. r . i �, ffi t�, �.. .�one �., � h��e :tel �..�r�tng Dig ��a to �:. B.� (� r�n��-al d � as Instrument #150011639, k 9, and further described by ALTAiACSM Land Title Serve •.� � �„ ,.� ,�.,� �; ��16a `.� e€t��,�eY�: vttlt�:tlr��y ! mer 001163 ��`` _ Plat prepared by Greenway Engineering, dated January 26, 2(707 [5eE attached Survey t.o,��ef.$'„"-5� i�. v`�i L���m, b'I 1%9i �.9PDRes #24-16 ?DRes,124-16 BOS Res. #008-16 ia�efi`.�'r L�a�.`'u�. � p 3�r"„ •��5'w' ��3�y,R �p�w� y;, �d �•� a�".,,-,a°�i"�"g,�,f�' g �•' d 3 .5 zv- W„�� � GEh h/ �'i,"�W4W ii4r �2,'�Fn t]} `- Plat). - t+ffe #2022C/1-:AW/rue 1 Greenway Engineering February 1, 21315 CB Ventures, LLC Rezoning •—= Greenway Engineering February 1, 2016 CB Ventures, LLC Rezoning Greenway Engineering February t, 2016 CB Ventures, LLC Rezoning Revised April 25,2016; Revised May 9, 2p16 CD Revised April 25, 21316; Revised May 9, 2016 g � Revised April 25, 2036; Revised May 9, 2016 4-.1 Revised July 1, 2{}lb C.,; Revised July 1, 2016 � Revised July 1, 2(315 of the Property; as well as the Existing residential land uses Anil the existing commercial � land use on the southwest side of Amoco Lane (Route 839). The Owner proffers to 1�.) Land Use Restrictions design the sewer pump station grid sewer collection system in conformance with FCSA OWNER SIGNATURE ON FOLLOWING PAGE standards specifications and constrict the sewer line collection system within proximity 1. The Owner hereby proffers to prohibit the following land uses within the of the frontage of the Property along Arr3:ttoco bane (Route 839) to allow for the off-site Property: land uses to connect to the collection system for access to the sewer pump station at their cost. The sewer pump station will incorporate a SCADA system as a component of the True Stops SIC 5541 design plans. Should FCSA determine that a different control system be required Golf Driving Ranges and Miniature Golf Courses SIC 7999 subsequent to rezoning approval; it is agreed that the Owner can incorporate the different �'•) Signatures ' Social Services SIC 83 control system without the requirement of modifying Flus proffer. Commercial Sitting Cages Operated Outdoors No SIC Indicated The conditions proffered above shall be binding upon tl]E heirs, executors, administrators, Fire and Rescue Stations No SIC Indicated assigns and successors in the interest of the Owner and the Applicant. In 113E Event the Adult Retail No SIC Indicated D.) Off -Site Residential $ull�°er Frederick County Beard of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements 2. The Owner hereby proffers tC) prohibit metal building construction ata. the The Owner hereby proffers to provide a landscape buffer an the properties fronting along set forth in elle Frederick County Code. Property. Amoco Lane (Route 839) that are improved as residential land use if desired by elle individual off-site property owners. TtiE Owner shall provide a letter to each property owner within 30 days of final approval for the first Site Plan proposed for the Property, B.} Transportation Enhancements which advises of tktE Owner's offer to pay the cost for the installation of a single row of Respectfully Submitted: Evergreen trees that are a minimum of four feet in height and planted on 10 -foot centers 1. The Owner hereby proffers to design and construct improvements to Amoco Lane � a location acceptable to each property owner. The letter will require the off-site (Route 839) within the existing right-of-way to include pavement null and property crwlaErs to respond in writing within 90 days of receipt of the letter advising the CB Ventures, LLC overlay to the existing centerline from the limits of ilia pavement mill and overlay Owner I.�f the desire to have the landscape buffer installed within a landscape easement improvements perforated by the developer of Tax Map Parcel 43-A-4$; and for provided on the off-site property. The Owner shall install the proffered landscape buffer }� A", gsxggpyduring the next appropriate planting season and shall bE responsible for the replacementthe i.nstallatia�n of curb andIter aloethe frontse of the ProErttothe limitsBy: � �o of tktE southeastern most commercial Entrance Serving the Property that is of any tree that does not survive for a period of one year from the elate of installation. developed along Amoco Lane. These improvements will be designed and Ned Browning, Mans 13 tL constructed by ilia Owner concurrent with the development of the first approved The following off-site properties will receive a letter from the Owner identifying elle Site Development Plan for the Property and will be cislzfpleted prior to the various information identified above: issuance of the first Certificate of Occupancy Permit associated with the Property. Commonwealth of Virginia, Tax Map # 43C -4 -1,43C -4 -2,43C -4-4,43C-4--5, 43C -4 -6,43C -4 -7,43C -4-8,43C-4-9 � 2. The Owner hereby proffers to provide inter -parcel connection to Tax Map Parcel 43-A-48 that will continue into the. Property from the limits of file inter -parcel Caples of the off-site property letters will kiE provided to the Frederick County Planning City/County of To Wit: connection stub within the 30' ingress%grass easement on tktE adjoining property. Department for inclusion in the rezoning project file. This improvement will be designed and constructed by the Owner concurrent The foregoing instrument was acknowledged before me this --(Ll—day of with the development of the Site Development ]Plan adjacent to the 30' ingress/egress easement on the adjoining property and will be completed prior to E•) Monetary Contribution to Offset Impact of Development 20; by t the issuance of the Certificate of Occupancy Permit associated with this Site ° Development Plan. The Applicant hereby proffers to provide a monetary contribution of $O.10 per developed building square foot for County Fire and Rescue services, The monetary contribution shall be made payable to Frederick County at the time of issuance of the Certificate of Roli'.�' C.) Sewer Pump Station Occupancy Permit for each structure approved on the Property. � ., Notary Public My Commission Expires �;�•-.�J, The Owner hereby proffers to design. and construct a sewer pttltip station and sewer a3ANNA €3 PANT' R collection system with capacity sufficient to provide public sewer service for the buildout NorARYpuai�c j REG. #7135+427 � COMMONWEALTH OF VIRGINIA i MY C4lwsNISSlOHI E3i4fRE$ SEPTEMBER 30, 2Q211 File #2!}22G'fiAWlfue 2 File 2022iJBAWlfae 3 File #2022CJEJ# W/foe 4 N LO E C N N V N J.�� _ ® N 'p cc , � O C ate+ C �-+ i G ;C W) d U- Z-, "I r� � w UJ Z Z E.. � LLJ Q � �Z wo h--� w w �' W U W Q Rev. No. Date d1 3-20-2017 TH a,� ' o RANDY EPLER LIC. N0. 32809 �`�ZONAL Cys DATE: 05-04-201'7 SCALE: N/A DESIGNED BY.- JNT FILE NO. 20�2C SHEET 24 OF 27 17-05 Greenway Engineering February !, 2016 CB Ventures, LLC Rezoning 4_ , 40 �-:' Revised April Z5, 2036; Revised May 9, 21316 AMENDMENT a' Revised July 1, 2036 ' _.. y�yy q�y��Tr�cg7g�� LLC � v C_ _� CA,] Y L.lry A. tJ �.ffi'r�� 1.,JUC COMMERCIAL�r.y��p,,DEVELOPMENT �.J�JGVS�` ir�A i"1 $ «.,x+ -H- �: �,,,,�,• A.E.,,.���a,.:4.,...,. >,,,.,� , :.v��,�.�,� ��,:.y.- _�-,z,�, �!`li$.�r1f`r"'1� ��i be lr1 �f�4L't l'7$1 $�E est%` �f �����1� �'1�'�FI{�1~elli STATEMENT �+�1•f � Action: Ps� s "� e oi°:�`uly, ">�15 by the following recorded vote - PLANNING COMMISSION: June 15, 2016 ti Recommended A�n�rfa�vai REZONING: RZ #05-16 -3, Industrial Transition District and B_2 Business General BOAR OF SUPERVISORS- J'`dy27y 01 6 District to B-2 Business General District with proffers APPROVED DENIED �-t�„� qw� �g Jr.,„ �^�. rk Lofton, Aye Charles S. k.+�uAr.d=d`��{�r�y �R�.[3��'`� �'��. �a.3%�� A. 3�.r�Jk "i�.i"� . ars y .w .�..,.:. w ,:....�•.a,,., ,.,.,:x:n� ..»... ..._ .. Gary PROPERTY: 4.98± acres A�er�� ire P> - Tax Iola Parcel 43 -A -48A (here -lit after the "Property”) Robert A. H�.s Robert W. Wells P AN ORDINANCE ANffiND1NG ��1-,e -�€� L:tie• I,t �:enl� E Fisher Aye ,�u€Iz McC �"k"SlarigiIteAye r ..�.m RECORD OWNER. CI3 Ventures, LLC (here -in after the `�4�wr�er") If IE ZONING DISTRIC T �'�' Ave APPLICANT: CB Ventures, LLC (here -in after elle "Applicant") Blaine Pv Dunn ° °- G -� 16 �; -', PROJECT NAME: CB Ventures, LLC Commercial Development ORIGINAL DATE �bx � ,g[^ p-s�gg Ventures, AA,,,, ��vw �! <� I';�ll�`�i' .'"I"'I' OF PROFFERS; February 1, 2016 WHEREAS, vrR� �-i '�ll:lE LUC, Su4s'..�$� �' �.,iia�l'n.''�' E.r�c`�`�;��',. IuCe c.,.tct ry �, � REVISION DATE: Jul � 2016 ��t°,tr�°,;��,�.3 i- C4 3�� ku�1 �" ���:!”' '�'Y S �L1ss'ad& Tr`��-. 1�s4f.?Y�%_i.P �i 4i��g d-.�l`�;�.�wi 61T3 B .�dd�1'�i-.g y f ��ia��.�. dis`� J. A ic 3.c"r i-,�@aF3 ° fe D�. Gen p 3. �....'��'9 r1. �. cJ k. d �-�� ', 'i�x ."..u,Y���FxV Y�i1• &.1,..8� �`.sL.."'�9"�e l-.k� ,��+ni_ n:� Div�.€�f"t with f%1"aa:�I.I"E�rfS`9i}13.'�. ��' qF;�� ""p{�y � ,{��� �� d t - w�j d �ti ..:S�,Y �9 �1f �� $�Y aF ,+For ���.W" S.`rt K"t. a �Y�L�&.`..F�l }.� .�+�i.r thesouth S1ele of A�z.aa4£��:.�6�k�'-;� Pike (s.3i��.lt'e 11), Jr . .if �.'. ��,'�'.., f�at'3�.�% yf_i,.4'=� .`,h�r�: �� �.:.�,f:�f,.d.F a�ib,.d`a � v'>i 3a.�s"r •.�`.�..'+� t� e"�. g' �.�...�...$.,w.,., .,... ..._. _.». ...,. .._„_.r.. g -.4.51M §'%- ` +'�.'..`a "��`%��.'.F.Ya�s r�%d .:.%.�% �.'wr'-tG; 4.. ^. ca .[�,,�-v. i?'” 2a+� .r;�F; .t'��= �+ � � G. 4..�6&i 5,�}n� - _ Prelimin _Matters . � _; �. ��� x d�� w � � Exit 31 °�. �g� . w pe., rj �, rug �-i ,� � q i 1 r.�, pp� 'n Frederick p.+tgy�gp^ ryry _ � s ��F 'x' LR.e-x✓L C ✓S�w.. �.,-^'s Y. PS�a T. '�...}..��..4�.if a, ZFiiw'V}ErdR� County, �is'��4 c'�£.l u� e Stone -vv -0 f'asiui<t; n Pursuant to Section 15.2-2296 Et. Seq. of the Code of Virginia, 1950, as amended, and �7c the provisions of the Frederick County Zoning Ordinance with respect to conditional �Bvi��t�the y I".:k.4i;.�i:� •�t`-'-"!b6''fa"�3r:��.�'t?�. t.�'I:� �+' 4�f�.'S',J�.`s #�€�-��.n"�s. n ff,{.315 'iF'�,� 'y.,3.., , w �^ A9 �. Aga - .. W � ",.. ��% A�..-�.� 'fti- zoning, the undersigned Owner hereby proffers that In the event the Board of S1ipErViSOrS _.`:rnertded approval, ��` of Frederick County, Virginia, shall approve Rezoning Application #05-16 for the rezoning of a 4.98± -acre parcel from the B-3, Industrial Transition District and B-2, � �«;.�•ilc�._�'� ���:BI't��=t r�l~S �r.,rpsor �� :, public heming � ..� t�.L BuSInESS General District t0 establish 4.98± -acres of l3-2, Bu51ne35 GenEral District with held � p�-,��� �a ung i�t� �Jt�3 r��� �r�ur G. ��.y :�`�, ill6, proffers, development of the 4.98+- ",� 4.98t -acre subject property shall be done inconformity with y�dss the terms and conditions set forth .herein, except to the Extent that such terms and "� .�:�.z ��"�,..� ��r @ .,. r z. , .. � �.ti`'�'.r :.,q,.-. ,�: f; � �, -. ro :. . � - .. ,. s�?r. - .` �'��a-��,A ` ... ••. 4 e,® � conditions may be subsequently amended or revised by tktE Owner and such be approved w .eek CoS��t Bow >� ��a�, � �,., ��' ��!��, tbtr approve a1 at this re�.,o. g to -� - .;ra the list hats e s $ab �.� public health-, ei .-, ��,�„_�,�:� � h�$ �;,�,�nPIM V jr. to oall �va� the ern ehe ° � by the Frederick County Board o#' Supervisors in accordance with t ",� � `� „� the said Code and ` y � s Zorilrlg Ordinance. In tillw eVEYit that such rezoning is not granted, then these proffers a riv.. lX An tTt`�� � `� � skull be deemed withdrawn and have no effect whatsoever. These proffers shall be NIIW 1 �I:`��; �� A., �.�• � -° �, �-�.��r-..�� �-� ,� � . � �ckd tixk��� � ` binding upon this Owner and their legal sue _�6}�,�ee�� , � �d;3 �qCo �p�i��.q�.��c,�,�y.�y:aard��b ��er���P�r, that q,1�ad�.ga�d��rc� 1��:.- i� � censors, hers, or assigns. fie. Y .id��.. Y.Tas�A � i -a r)}. �3-r ��.9 "gw�:�A. 5rMA4. 6d ��nu�''Code, '�.rL�s ���2S g "-�k.�Fs �: e�� ttiT rB1vf��'r+L.a t '5 �.7 �. '�i. s'_ .� y3t .tP n .ibf r ^'4 � £��y�is. e . �t��� ��i��. a�� i:_�r1,. to °� have4�t� pd� The r ��«� °� � � _< ,� � ,ry the _ s ,�, , � � x: f..a � d 5&1 -Sol Property, more particularly described as the lands owned b CB Ventures, �,..... �e.. _ , .� �c,� s �� �i;t ��.` IIx .��s T ie�.''?l�t�"a �~��a�a.a� �:�xs';. �e B� aene� 1'�,����ess} •t�# ,n a�� Y LLC, �.ur..�=" �.t����.� �.:�.� � ��: r ,° v� , � � a't`�° - ���s .° ., R - •�:- �, � � .. _T tieing all of Tax Map Parcel 43 -({A}) -48A, as evident b Special y Warranty Deed recorded ��. r . i �, ffi t�, �.. .�one �., � h��e :tel �..�r�tng Dig ��a to �:. B.� (� r�n��-al d � as Instrument #150011639, k 9, and further described by ALTAiACSM Land Title Serve •.� � �„ ,.� ,�.,� �; ��16a `.� e€t��,�eY�: vttlt�:tlr��y ! mer 001163 ��`` _ Plat prepared by Greenway Engineering, dated January 26, 2(707 [5eE attached Survey t.o,��ef.$'„"-5� i�. v`�i L���m, b'I 1%9i �.9PDRes #24-16 ?DRes,124-16 BOS Res. #008-16 ia�efi`.�'r L�a�.`'u�. � p 3�r"„ •��5'w' ��3�y,R �p�w� y;, �d �•� a�".,,-,a°�i"�"g,�,f�' g �•' d 3 .5 zv- W„�� � GEh h/ �'i,"�W4W ii4r �2,'�Fn t]} `- Plat). - t+ffe #2022C/1-:AW/rue 1 Greenway Engineering February 1, 21315 CB Ventures, LLC Rezoning •—= Greenway Engineering February 1, 2016 CB Ventures, LLC Rezoning Greenway Engineering February t, 2016 CB Ventures, LLC Rezoning Revised April 25,2016; Revised May 9, 2p16 CD Revised April 25, 21316; Revised May 9, 2016 g � Revised April 25, 2036; Revised May 9, 2016 4-.1 Revised July 1, 2{}lb C.,; Revised July 1, 2016 � Revised July 1, 2(315 of the Property; as well as the Existing residential land uses Anil the existing commercial � land use on the southwest side of Amoco Lane (Route 839). The Owner proffers to 1�.) Land Use Restrictions design the sewer pump station grid sewer collection system in conformance with FCSA OWNER SIGNATURE ON FOLLOWING PAGE standards specifications and constrict the sewer line collection system within proximity 1. The Owner hereby proffers to prohibit the following land uses within the of the frontage of the Property along Arr3:ttoco bane (Route 839) to allow for the off-site Property: land uses to connect to the collection system for access to the sewer pump station at their cost. The sewer pump station will incorporate a SCADA system as a component of the True Stops SIC 5541 design plans. Should FCSA determine that a different control system be required Golf Driving Ranges and Miniature Golf Courses SIC 7999 subsequent to rezoning approval; it is agreed that the Owner can incorporate the different �'•) Signatures ' Social Services SIC 83 control system without the requirement of modifying Flus proffer. Commercial Sitting Cages Operated Outdoors No SIC Indicated The conditions proffered above shall be binding upon tl]E heirs, executors, administrators, Fire and Rescue Stations No SIC Indicated assigns and successors in the interest of the Owner and the Applicant. In 113E Event the Adult Retail No SIC Indicated D.) Off -Site Residential $ull�°er Frederick County Beard of Supervisors grants this rezoning and accepts the conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements 2. The Owner hereby proffers tC) prohibit metal building construction ata. the The Owner hereby proffers to provide a landscape buffer an the properties fronting along set forth in elle Frederick County Code. Property. Amoco Lane (Route 839) that are improved as residential land use if desired by elle individual off-site property owners. TtiE Owner shall provide a letter to each property owner within 30 days of final approval for the first Site Plan proposed for the Property, B.} Transportation Enhancements which advises of tktE Owner's offer to pay the cost for the installation of a single row of Respectfully Submitted: Evergreen trees that are a minimum of four feet in height and planted on 10 -foot centers 1. The Owner hereby proffers to design and construct improvements to Amoco Lane � a location acceptable to each property owner. The letter will require the off-site (Route 839) within the existing right-of-way to include pavement null and property crwlaErs to respond in writing within 90 days of receipt of the letter advising the CB Ventures, LLC overlay to the existing centerline from the limits of ilia pavement mill and overlay Owner I.�f the desire to have the landscape buffer installed within a landscape easement improvements perforated by the developer of Tax Map Parcel 43-A-4$; and for provided on the off-site property. The Owner shall install the proffered landscape buffer }� A", gsxggpyduring the next appropriate planting season and shall bE responsible for the replacementthe i.nstallatia�n of curb andIter aloethe frontse of the ProErttothe limitsBy: � �o of tktE southeastern most commercial Entrance Serving the Property that is of any tree that does not survive for a period of one year from the elate of installation. developed along Amoco Lane. These improvements will be designed and Ned Browning, Mans 13 tL constructed by ilia Owner concurrent with the development of the first approved The following off-site properties will receive a letter from the Owner identifying elle Site Development Plan for the Property and will be cislzfpleted prior to the various information identified above: issuance of the first Certificate of Occupancy Permit associated with the Property. Commonwealth of Virginia, Tax Map # 43C -4 -1,43C -4 -2,43C -4-4,43C-4--5, 43C -4 -6,43C -4 -7,43C -4-8,43C-4-9 � 2. The Owner hereby proffers to provide inter -parcel connection to Tax Map Parcel 43-A-48 that will continue into the. Property from the limits of file inter -parcel Caples of the off-site property letters will kiE provided to the Frederick County Planning City/County of To Wit: connection stub within the 30' ingress%grass easement on tktE adjoining property. Department for inclusion in the rezoning project file. This improvement will be designed and constructed by the Owner concurrent The foregoing instrument was acknowledged before me this --(Ll—day of with the development of the Site Development ]Plan adjacent to the 30' ingress/egress easement on the adjoining property and will be completed prior to E•) Monetary Contribution to Offset Impact of Development 20; by t the issuance of the Certificate of Occupancy Permit associated with this Site ° Development Plan. The Applicant hereby proffers to provide a monetary contribution of $O.10 per developed building square foot for County Fire and Rescue services, The monetary contribution shall be made payable to Frederick County at the time of issuance of the Certificate of Roli'.�' C.) Sewer Pump Station Occupancy Permit for each structure approved on the Property. � ., Notary Public My Commission Expires �;�•-.�J, The Owner hereby proffers to design. and construct a sewer pttltip station and sewer a3ANNA €3 PANT' R collection system with capacity sufficient to provide public sewer service for the buildout NorARYpuai�c j REG. #7135+427 � COMMONWEALTH OF VIRGINIA i MY C4lwsNISSlOHI E3i4fRE$ SEPTEMBER 30, 2Q211 File #2!}22G'fiAWlfue 2 File 2022iJBAWlfae 3 File #2022CJEJ# W/foe 4 M 0 SIGN TYPE MODIFIED "D"� J SIGN TYPE A • STM&. ESMT. - STM. ESMT. n 5,00. ESMT. SIGN TYPE�'s 1 '� MODIFIED '°D" Sl PIE "D" SIGN PE "D'° .�- tit v- SIGN TYPE MODIFIED °°D °• -� '�� r ���� 8 N E "C \ FIRE HYDRANT .: 1 h` SIGN TYPE "D" ICN TYPE= n SIGN TYPE \ MODIFIED "D" "�.� j J STM. c n SIGN TYPE " v� \ $Q 4 SIGN TYPE a ObIFIED "D ry° o ti� SIGN TYPE 2 ° DIFIED "D'° � C. FIRE HYDRANT f O � � / { SIGN TYPE FIN - I SIG TYP D'° MODIFIED " - + Y WARP i.FOR OS POSn'IVE fiRAWACE ji 6a Lo LINE �^ / IG�TYP y ti .e �✓'�*� IG M�OFIE IFI °.D ti� I ESMT. LIJ .t� ESMT.n 5rflA. 3°, ' SIGN ESMT. riAOD•FL NE -- - SIGN TYPE "C LAAE 19OUIE 8J9 VARIABLE WI.J'7'N THIS VIEW FOR FIRE LADE MARKINGS & SIGNAGE ONLY 40 0 0 40 SCALE: J 1). Location of structures. (1) At least three perimeter walls of all industrial, commercint, public or semipublic or residential structures with three or more dwelling units per structure shall be within Zoo feet of a street, fire lane, or private street, (2) Structures exceeding 3o feet in height shall not be set back more than go feet from a street, fire lane or private street. (3)When any combination of private fire -protection facilities, including but not limited to fire -resistive roofs, fire separation walls, space separation and automatic fire -extinguishing systems, is provided, and approved by the Fire Marshal or his/her designated representative as an acceptable alternative, Subsection D(2) shall not apply. (4) The Fire Marshal or his/her designated representative may, in concert with the local volunteer fire company, require at least two means of access for fire apparatus to all commercial and industrial structures. Those access ways shall meet the requirements of Subsection BW. (5) Landscaping or other obstructions shall not be placed around structures or hydrants in a manner so as to impair or impede accessibility for fire -fighting and rescue operations. E. Water supply. (1) Water supply= systems shall be designed so as to be capable of supplying at least i,Qoo gallons per minute at 20 pounds per square inch. Water supplies shall be made available and operational before combustibles are on site during construction. (2) In areas developed with single-family detached or duplex dwelling units, there shalt be a fire hydrant within 400 feet of all units. In areas developed with three to five dwelling units per structure, there shall be a hydrant witbia Soo feet of all units. In areas developed with six or more dwelling units per structure, there shall be at least two bydrants within 300 feet of all units. In areas developed with industrial or commercial development(s), there shall be a hydrant within Sao feet of all portions of any structure. Where one hydrant is dedicated to the operation of a standpipe system, there shall be at least one other hydrant meeting the distance requirements set forth above. The hydrant dedicated to the operation of the standpipe system shall not be farther than go feet from the standpipe. Distance measurements under this section shall be along center -line roadway surfaces or along surfaces meeting the requirements of a fire lane (designated or undesignated) where appropriate, but in all cases access to each hydrant shall be directly from a roadway and/or fire lane. (3) Fire hydrants shall be marked in accordance with the Frederick County Sanitation Authority policy. (4) Fire hydrants located in parking areas shall be protected by barriers that will prevent physical damage from vehicles. (g) Fire hydrants shall be located within three feet of the curb line of fire lanes, streets or private streets when installed along such access ways. (6) Fire hydrants shall be installed in accordance with the standards of the Frederick County Sanitation Authoritv. (7) Threads on fire hydrant outlets shall conform to Frederick County Sanitation Authority policy, (8) Fire hydrants shall be supplied by not less than a six-inch diameter main. N 03 Guidelines, referenced from the 2012 Frederick County Fire Prevention Code _5 APPENDIX D FIRE APPARATUS ACCESS ROADS D104.3 Remoteness Where two fire apparatus access roads are required, they shall be placed a distance apart equal to not less than one half of the length of the maximum overall diagonal dimension of the lot or area to be served, measured in a straight line between accesses. SECTION D105 AERIAL FIRE APPARATUS ACCESS ROADS D10SA Where required Where the vertical distance between the grade plane and the highest roof surface exceeds 30 feet (9144 mm), approved aerial fire apparatus access roads shall be provided. For purposes of this section, the highest roof surface shall be determined by measurement to the eave Df a pitched roof, the intersection of the roof to the exterior wall, or the top of parapet walls, whichever is greater. D105.2 Width 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. D105.3 Proximity to building At least one of the required access routes meeting this condition shall be located within a minimum of 15 feet (4572 mm) and a maximum of 30 feet (9144 mm) from the building, and shall he positioned parallel to one entire side of the building. The side of the building on which the aerial fire apparatus access road is positioned shall be approved by the fire code official. D105.4 Obstructions Overhead utility and power lines shall not be located over the aerial fire apparatus access road or between the aerial fire apparatus road and the building. Other obstructions shall be permitted to be placed with the approval of the fire code official. SECTION D106 MULTIPLE-FAMILYRESIDENTIAL DEVELOPMENTS DiLaGA Projects having more than 100 dwelling units Multiple -family residential projects having more than loo dwelling units shall be equipped throughout with two separate and approved fire apparatus access roads. Exception Projects having up to 200 dwelling units may have a single approved fire apparatus access road when all buildings, including nonresidential occupancies, are equipped throughout with approved automatic sprinkler systems installed in accordance with Section 903.3.1,1 or 903.3.1.2. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS D106,2 Projects having more than 200 dwelling units Multiple -family residential projects having more than 200 dwelling units shall be provided with two separate and approved fire apparatus access roads regardless of whether they are equipped with an approved automatic sprinkler system. SECTION D107 ONE- OR TWO-FAMILY RESIDENTIAL DEVELOPMENTS D107.1 One- or two-family dwelling residential developments Developments of one- or two-family dwellings where the number of dwelling units exceeds 30 shall be provided with two separate and approved fire apparatus access roads, and shall meet the requirements of Section D104.3. Exceptions: 1. Where there are more than 30 dwelling units on a single public or private fire apparatus access road and all dwelling units are equipped throughout with an approved automatic sprinkler system in accordance with Section 903.3,1,1, 903.3.1.2 or 903.3.1.3 of the International Fire Code, access from two directions shall not be required. 2. The number of dwelling units on a single fire apparatus access road shall not be increased unless fire apparatus access roads will connect with future development, as determined by the fire code official. DIOS REFERENCED STANDARDS WIDTH fleet) TURNAROUNDS REQUIRED ASTM F 2200-05 Standard Specification for Automated Vehicular Gate Construction D103.5 ICC IFC -12 International Fire Code D10LS, D107.1 UL 325-02 Door, Drapery, Gate, Louver, and Window Operators and Systems, with Revisions through D103.5 February 2006 f 96 -foot d4ameter cul-de-sac in accordance With Figure D103.1 Frederick County, VA Local ordinance referenced from hU://ecode 6e.com1870594c) §90-4 General requirements The following requirements shall apply to all construction or land development acthgties in areas of the County to which this article applies: A. Means of access for Fire Departtnent apparatus, (i) The means of access for Fire Department apparatus and personnel shall consist offire lanes, private streets, streets, parking lot lanes or a combination thereof, (2)Parking in any means of access shall not be permitted within 15 feet of a fire hydrant, sprinkler or standpipe connection or in any other manner which will obstruct or interfere with the Fire Department's use of the hydrant or connection. (3) "No parking' signs or another designation indicating that parking is prohibited shall be provided at all normal and emergency access points to structures and within 15 feet of each fire hydrant, sprinkler or standpipe connection. B. Fire lanes, (1) The Fire Marshal or his/her designated representative, in concert `with the Iocal volunteer fire company, may designate both public and private fire lanes as required for the efficient and effective use of fire apparatus. Said fire lanes shall be marked in a manner prescribed by the Fire Marshal or his/her designated representative. Parking in a designated fire lane shall he controlled by Chapter 158, Vehicles and "Traffic, of the Frederick County Code. (2) Fire lanes shall be at least 20 feet in width, with the road edge closest to the structure at least 10 feet from the structure, be constructed of a hard all-weather surface adequately designed to support any fire apparatus likely to be operated in such fire lane or be of subsurface construction designed to support the same loads as the above surfaces and be covered with no more than three inches of soil or sod, or both, and be designed with radii of sufficient length to allow for safe turning by any fire apparatus likely to be operated on such fine lane. (3) Fire Ianes connecting to public streets, roadways or private streets shall be provided with curb cuts extending at least two feet beyond each edge of the fire lane. (4) Chains or other barriers may be provided at the entrance to fire lanes or private streets, provided that they are installed according to the requirements of the Authority Having Jurisdiction. C. Parl€ing lot lanes. Parking lot lanes shall have a minimum of 15 feet clear width between rows o£parked vehicles for vehicular access and movement. m 0. Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS SECTION D101 GENERAL 13101.1 Scope Fire apparatus access roads shall be in accordance with this appendix and all other applicable requirements of the International Fire Code. SECTION D102 REQUIRED ACCESS D102.1 Access and loading Facilities, buildings or portions of buildings hereafter constructed shall be accessible to fire department apparatus by way of an approved fire apparatus access road with an asphalt, concrete or other approved driving surface capable of supporting the imposed load of fire apparatus weighing at least 75,000 pounds (34 050 kg). SECTION D103 MINIMUM SPECIFICATIONS D103.1 Access road width with a hydrant Where a fire hydrant is located on a fire apparatus access road, the minimum road width shall be 26 feet (7925 mm), exclusive of shoulders (see Figure D103.1). E Y-� R 28' R TYP �, f 2W •-.zc I ( ! %-FOOT DLAMETER eo-FOOT'Y" Mi4NtMUA4 CLEARANCE CUL -DE -SAG AROUND AFIRE HYDRANT FYR I- 2a'' i_ 20° 120-FOOTHA MWRHEAD ACCEPTABLE ALTERNATIUE TO t2° -FOOT HAMMERHEAD FIGURE D103.1 DEAD-END FIRE APPARATUS ACCESS ROAD TURNAROUND D103.2 Grade Fire apparatus access roads shall not exceed 10 percent in grade. Exception: Grades steeper than 10 percent as approved by the fire chief. Guidelines referenced from the 2012 Frederick County Fire Prevention Coded K APPENDIX D FIRE APPARATUS ACCESS ROADS D103.3 Turning radius The minimum turning radius shall be determined by the fire code official. 0303.4 Dead ends Dead-end fire apparatus access roads in excess of 150 feet (45 720 mm) shall be provided with width and turnaround provisions in accordance with Table 1)103.4. TABLE D103.4 REQUIREMENTS FOR DEAD-END FIRE APPARATUS ACCESS ROADS LENGTH (feet) WIDTH fleet) TURNAROUNDS REQUIRED ' None Required j o-1so 2a i 120 -foot Hammerhead, SC -foot "Y' or 151-500 20 f 96 -foot d4ameter cul-de-sac in accordance With Figure D103.1 120 -foot Hammerhead, 60 -foot "Y' or 501-750 26 96 -foot diameter cul-de-sac in accordance with Figure Di 03.1 Over 750 Special approval required ror a,: 1 iaoE = suu.a mm. D103.5 Fire apparatus access road gates Gates securing the fire apparatus access roads shall comply with all of the following criteria; 1. The minimum gate width shall be 20 feet (6096 mm). 2. Gates shall be of the swinging or sliding type. 3. Construction of gates shall be of materials that allow manual operation by one person. 4. Gate components shah be maintained in an operative condition at all times and replaced or repaired when defective. 5. Electric gates shall be equipped with a means of opening the gate by fire department personnel for emergency access. Emergency opening devices shall be approved by the fire code official. 6. Manual opening gates shall not be locked with a padlock or chain and padlock unless they are capable of being opened by means of forcible entry tools or when a key box containing the key(s) to the lock is installed at the gate location. 7. Locking device specifications shall be submitted for approval by the fire code official. S. Electric gate operators, where provided, shall be listed in accordance with UL 325. 9. Gates intended for automatic operation shall be designed, constructed and installed to comply with the requirements of ASTM F 2200, Guidelines referenced from the 2012 Frederick County Fire Prevention Code APPENDIX D FIRE APPARATUS ACCESS ROADS 13103.6 Signs Where required by the fire code official, fire apparatus access roads shall be marked with permanent NO PAR KING -FI RE LANE signs complying with Figure D103.6. Signs shall have a minimum dimension of 12 inches (305 mm) wide by 18 inches (457 mm) high and have red letters on a white reflective background. Signs shall be posted on one or both sides of the fire apparatus road as required by Section D103.6.1 ar D103.6.2. SIGN TYPE "A" SIGN TYPE "C" SIGN TYPE "D" SIGN TYPE: MODIFIED "D' NQ No NO NO PARKING PARKING PARKING PARKING PARKING FIRE LANE FIRE LANE FREItI IAE 18" FIRE LANE t n° �12-� 12' FIGURE � FIGURE D103.6 FIRE LANE SIGNS D103.6.1 Roads 20 to 26 feet in width h Fire lane signs as specified in Section D103.6 shall be posted on both sides of fire apparatus access roads that are 20 to 26 feet wide (6096 to 7925 mm). D103,6.2 Roads more than 26 feet in width Fire lane signs as specified in Section D103.6 shall be posted on one side of fire apparatus access roads more than 26 feet wide (7925 mm) and less than 32 feet wide (9754 mm). SECTION D104 COMMERCIAL AND INDUSTRIAL DEVELOPMENTS D104.1 Buildings exceeding three stories or 30 feet in height Buildings or facilities exceeding 30 feet (9144 mm) or three stories in height shall have at least two means of fire apparatus access for each structure. D104,2 Buildings exceeding 62,000 square feet in area Buildings orfacilities having a gross building area of more than 62,000 square feet (5760 m2) shall be provided with two separate and approved fire apparatus access roads. Exception Projects having a grass building area of up to 124,000 square feet (11 520 m2) that have a single approved fire apparatus access road when all buildings are equipped throughout with approved automatic sprinkler systems. N M') a00 �T_ COa C N N 0 � M * C _ Ecru A = _ 117) N ' 0 = }CD CD Q 7 +' C U.,s CL a: V_ U_ V, F -I W H z W W MI-1 0 W -i Rev. No.I Date 1 riH o .l U RAND L.{EPLER r� Lic. No. 32809 P, ��ZaNAL � DATE: 05-04-2017 SCALE: 1" = 40' DESIGNED BY: .TNT FILE NO. 2022C SHEET 25 OF 27 17-n5 0� A As +� x 6 n• Q. A* ^x A- & •A .is A> • 1 ko• 3 x 0 x' 1 x 6 3 2 k A. �y6 �• k. k. 3 h 3• AA x ky• Q x x �a x ti Q k c. x x 3' � Q• 4 1 �, 1 W1 A� x 3Q 6 k' Svc 1 �1 x n x • 96 Q• r k x n« 1 x A3 c� A• 3 x tL. x x x x• x QA �' Q 6°' n x Q 4''1 Q• AQ k A` �, x A°> Ar Qe k Q �• ,k 1 W1 '�• Q• A< .� h k • .1 t1 .� «Sap�_",,.+• •V �1 0 x. `A • k .V k { S k7• �•r� k Q•/r0 �• x`"". Al I k V k •' V Q �h• k A k Q• .I y;'t (, / A• /�+ A x Q. �'Gj•V , °'� • x er A. .. • l �• Q� n S. z• k Q k. nQ x Q x n ��I 0�1 y 6, k n x �� 9 �,. 1 k n« i` ,�• k A Q x« k• x k k A. {y yC • .�X1' k� k x x A• �•v x t S7 • 9 0 A0 �• �� ^' � �''Qk Axl 1� x, 1' .�An 3U�• 20�; ti Q Ac x n x_ `� �, x F,• X 1 n 6• �� x• �0> x 1 x 6• Q � k ti n- 0 x x ko• Q,Ccs• ko• r: Q x `�. �� k • w1?R' fi n is ?� Q S2 �o Y• fit' k A Q n' �°• ,�4`� QxGy 3x L I Q 4V1a�x hk� x 0x x 6 A. A.x x Q 2 �•A A,k� A hQ A k k A o z ••n AP ell x 1 x x 6' 0 1101 A. .1 k 0 k x s1 g. n x k` Q 4 0• ,,� x �' 2• x 9 x x � � `Z' A• 3, Ok A3 W1 A. x S1 A Q', Jr 4 k Q 2d• �. x �, 1 � � x 0•x 3• � ° � �, A• Q x 4>k 9• �6 x' n,0 k p X • A A� / Y' 0• �' 1 Q k k °� n f Q• '� 2 xL xCZ �+ �• Q3x n10 :'� 9 x 6 t A5 Q• ,� k x �2 QF I�! k n, k 4' � x x ' k ; L hL• � t g A• n �� g �'' � � � I lill 11% -Q 2 x'' Q e k Al A x •'� • S2 k A. x k k 6 A• 1 x 6� XV, n•`' A ;` cj k k• x d Q g ti�O33.� k k' jS• QO �• I � x �r ©x ' nQ x A Q• Q QQ� k k Q' Ix Q x , 1 1 Q k AQ x A.n Q 3` x 3•n h 6 k n 6$ d x •,t x kL 1 5 Q q Qk•Q k, 0 AQ x 3� nQQ�' kn`, �A k, A x x• Q x 6 x kA h k• k, Q' Q k • Q k A �L Q k A cy o� S4 �j�i 5 A V- A • � � �.`�' _ p�► k Q X X ' Q?�Q k x x t3 �y Gy • Q. x A4 �,. 4 x f7 • �, A <,1 0 k , -:,. k 3 x A `! xV • x Q 7 VTl x 4• k C`� � �` x• Q� x 4 x 0 k Q 2 k • x �' �• �� Q, x LIGHTING c ALL LIGHTING SHALL CONFORM TO SECTION 165.201.07, OUTDOOR LIGHTING STANDARDS, OF THE FREDERICK COUNTY ZONING ORDINANCE AND WILL BE FULL CUTOFF. ,\1 MILE HIGH LED SYSTEM P 800-598-3772 sales@milehighledsystems.com Rev. I Date I Issued By I Revision Description Project Name VENTIRES LLC INST. AA Drawing Name Night-time LIGHTING PLAN LEGEND No" N Mh Gree XSPW Series Wallpack Ilift/e:wd. Mh/n1ee0L 1 CdwAftn 3 Luminaire Type 111 Medium 57DOK, C 0L13 io 10.77 1b 4.6 ft0.03 W1 0.01 H0 01.12 fe 1&78 fb 44 b 0.03 0.01 2 Double Module, Type III Medium, 3000K, III ' 10.21 b -- " 1 ._ice' i►. 3 0.00 W Horfz�rl►tal 0.04 fa lamb 4.1 b VF rw yrr7. 7n 0«00 ,. CREE 0.02 fea 20AD b -Q 2 x'' Q e k Al A x •'� • S2 k A. x k k 6 A• 1 x 6� XV, n•`' A ;` cj k k• x d Q g ti�O33.� k k' jS• QO �• I � x �r ©x ' nQ x A Q• Q QQ� k k Q' Ix Q x , 1 1 Q k AQ x A.n Q 3` x 3•n h 6 k n 6$ d x •,t x kL 1 5 Q q Qk•Q k, 0 AQ x 3� nQQ�' kn`, �A k, A x x• Q x 6 x kA h k• k, Q' Q k • Q k A �L Q k A cy o� S4 �j�i 5 A V- A • � � �.`�' _ p�► k Q X X ' Q?�Q k x x t3 �y Gy • Q. x A4 �,. 4 x f7 • �, A <,1 0 k , -:,. k 3 x A `! xV • x Q 7 VTl x 4• k C`� � �` x• Q� x 4 x 0 k Q 2 k • x �' �• �� Q, x LIGHTING c ALL LIGHTING SHALL CONFORM TO SECTION 165.201.07, OUTDOOR LIGHTING STANDARDS, OF THE FREDERICK COUNTY ZONING ORDINANCE AND WILL BE FULL CUTOFF. ,\1 MILE HIGH LED SYSTEM P 800-598-3772 sales@milehighledsystems.com Rev. I Date I Issued By I Revision Description Project Name VENTIRES LLC INST. AA Drawing Name Night-time LIGHTING PLAN LEGEND No" N Mh Gree XSPW Series Wallpack Ilift/e:wd. Mh/n1ee0L 1 CdwAftn 3 Luminaire Type 111 Medium 57DOK, C 0L13 io 10.77 1b 4.6 ft0.03 W1 0.01 H0 01.12 fe 1&78 fb 44 b 0.03 0.01 2 Double Module, Type III Medium, 3000K, III 0:04 fe 10.21 b 4.1 b 0.01 0.00 W Horfz�rl►tal 0.04 fa lamb 4.1 b 0«01 0«00 3 CREE 0.02 fea 20AD b 4.0 fes 0.00 0.00 F Input Power Designator whit back shield H°rtmntd �eennleran� 0«02 fb 20.67 b 4.0 1b 0.t" 0.00 4 Cdoukffion 0 0,00 ft 14.12 b 3.3 fe: 0«02 0.00 14" Haitaetd 0:04 fee 14.11 fe 3.5 fes 0.01 0.00 -Q 2 x'' Q e k Al A x •'� • S2 k A. x k k 6 A• 1 x 6� XV, n•`' A ;` cj k k• x d Q g ti�O33.� k k' jS• QO �• I � x �r ©x ' nQ x A Q• Q QQ� k k Q' Ix Q x , 1 1 Q k AQ x A.n Q 3` x 3•n h 6 k n 6$ d x •,t x kL 1 5 Q q Qk•Q k, 0 AQ x 3� nQQ�' kn`, �A k, A x x• Q x 6 x kA h k• k, Q' Q k • Q k A �L Q k A cy o� S4 �j�i 5 A V- A • � � �.`�' _ p�► k Q X X ' Q?�Q k x x t3 �y Gy • Q. x A4 �,. 4 x f7 • �, A <,1 0 k , -:,. k 3 x A `! xV • x Q 7 VTl x 4• k C`� � �` x• Q� x 4 x 0 k Q 2 k • x �' �• �� Q, x LIGHTING c ALL LIGHTING SHALL CONFORM TO SECTION 165.201.07, OUTDOOR LIGHTING STANDARDS, OF THE FREDERICK COUNTY ZONING ORDINANCE AND WILL BE FULL CUTOFF. ,\1 MILE HIGH LED SYSTEM P 800-598-3772 sales@milehighledsystems.com Rev. I Date I Issued By I Revision Description Project Name VENTIRES LLC INST. AA Drawing Name Night-time LIGHTING PLAN LEGEND Symbol Description Manufacturer Quantity I Height Gree XSPW Series Wallpack f� Luminaire Type 111 Medium 57DOK, C CREE 62 13` W1 Input Power Designator W Cree XSP Series Area/Street Luminaire, CREE z Double Module, Type III Medium, 3000K, ' 42 18 F Input Power Designator W Cree XSP Series Area/Street Luminaire, CREE Double Module, Type Ill Medium, 3000K, 15 18` F Input Power Designator whit back shield S2 "5.11 lei C1 Cree CPY250 Canopy I Soffit Luminairw-Flat Lens, CREE 2 14" B Input Power Designator, 5700e K Project Number 112017 Date Drawing No. E01 10103/2017 Drawn Rev. i i C MC ? Checked MC N Lo O00 G N co Cpl J C _ 'E) C N �>"'o= L dd Cw tML LO UCL U. Rev. No: I Date I 010 RAND L. ` EPLER Lic. No. 32809 NAL DATE: 05-04-2017 SCALE: NTS DESIGNED BY: JNT FILE NO. 20220 SHEET 26 OF •27 17-05 f� E-1 W z ' f� W Rev. No: I Date I 010 RAND L. ` EPLER Lic. No. 32809 NAL DATE: 05-04-2017 SCALE: NTS DESIGNED BY: JNT FILE NO. 20220 SHEET 26 OF •27 17-05 CPY Series PS _­ ..__.,,_._..... _ _ XSP Series XSP Series XSPWA03 . CPY250Tf^ LED Canopy/Soffit Luminaire Crown-Weld' Square Straight Steel Poles _. __--__ _ _- ,-__- _ __-._ XSP2"' LED Street/Area Luminaire - Double Module - Version C XSP2'" LED Str'eeVAree Luminaire -' Double Module - Version C XSPW" Wall pack Luminaire - Wall Mount - Type III _ - -- ' .. Product Description 6M Mount P The CPY259re LED Canopy/Sofnt Luminaire has an Eadre-mely thin riI.oarvstrueted o! rugged cast aluminum. it can be surface mounted easiL Fmm below <he canopy deck and can be penda,i[mounted. X .. - __-__...___- ' __-�.__.__._ -__ . ----. PYOdUC# Description I fJon-taPesad square steal pDlas are supplied with voided base with duet,four. ..- . Product Description P Designed from the greund Up as a mtall ptimized LED sheet and areal hti tem, Fire XSP "•9-s n f yr 1g ng system. s•4•�, Ya"'rn.�e`: Series deiY.r5rxradible 8f6cimc sYilheu[sscrifirin o licalien w'io(mance. Bend substantial ,'k �'.-'' Y R PP P Yw _, - Phahom eaS All published Wminalm hpmme[ric testing erfo[medmIESNA LM-79-06 standards •a NVLAP accredited le5mafo .7o aMam an IES flea etc to Qect p Up % p your Pll mnsuh:ww'a.ce mm/Lighting/Products/tlutdwriStr highs/XSPSeries-StraetfigM ---'--'-- PCOdUCk D$liCk`tptfQrl XSP\4'hasaslim,lFxv profile design intended far oubtlocr wall mDunhEd appl[cat9pn5. The C4 �t'l r Q Direct imaging of the LEDs-s eliminated wlthahighly efficient patterned Rat ar 0.97"{23mml drop glass lens. 000�mauni AppRabome;Petroleum CNO lusting bay Lighting. gaWani2ad anchor bolt m on;te. mounting temp3ate and ride cap (except tenon Each anchel, b.ft is provided with two washers and two nut S a sl pole base has slotted hetes. Per National Electrical Cade requirements, is standard with a energy savings and reduced maintenance, Cree achfai,as greater Oalealcontrrd PTaciaion Ded-yGrid'" optic when compared le traditional oebra head luminaires. with ow Narcaptic' x,.. The XSP Series WE mggad lightweight aluminum hatlsirg and moumtimg box are designed for installation standard and mud ring single gang J-Dozes'Fh luminaire allows for thtougn-wired entry from the bold, bottom, The housing design over =w or corvdult •tea' for ~# rft le_.. H 7 (} " (a N � LD In r canopies, stations, knv-medium general coffin ,µ,a-a'°" _ 1. Performance Summa "< PY Flat L ns ..-", - „, ' pole 2" x 6" (51 x 152mm) hand hole, laCatetl 32'" (305mm)abgve khe t•ottsm of sole base. A #10-32 stairdesz-steel weld stud with grauntling lug is located inside pole, opposite hand tole: a hand hole cover is supplied but shipped separately In addition. 4°'.27' is the better altemative for traditional street and area lighting with quick performance, g g q Pay Applimtions: noadw•ay, parking lots, walkwaysand general area spaces back and ire roved p ,o em:. - �` I ' _ ww w,. w . ., ew '^ n R - _ T ill Medium0istrib8ian ... sides and res,- is'milended specifiOnly technology imciuchi g a weathertight LEA driver compartment and thermal n,anagernerrt. Dptiic design Usefu hirductrHooding NanoOptic Precision Delivery Grld" aystertt distributions. LED brit In multigo]o =" G d,C!'&y9@l�ky rl R 'f1° I ��'• ' T'''3 r"'" - J - CD to m iu _ lu .�. �: •_ ^IM O N i