Loading...
HomeMy WebLinkAbout18-18 Site PlanConstruction Notes: Virginia Department of Transportation ABBREVIATIONS 1. All work and materials shall conform to the current standards of Frederick County, Virginia, the regulations of the Americans with Staunton District January. 19, 2013 ASSY. ASSEMBLYRev. Disabilities Act, where applicable, the Virginia Department of Transportation, and all applicable codes. B.F. BC BASEMENT FLOOR BOTTOM OF CURB 2. Erosion and sediment control shall conform to the standards and specifications of the Commonwealth of Viwhere applicable. VDOT General Notes BML CG-2/CG-3 BUILDING MOUNTED LIGHTrginia, VDOT CURB V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and CG-6/CG-7 VDOT CURB & GUTTER 3. It shall be the responsibility of the Contractor to notify "Miss Utility" at 811 at least five (5) working days, but not more than ten (10) Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In CIP CAST IN PLACE CONCRETE days prior to commencement of any land disturbing activity. case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall Quern. P Y P 9 g g FREDERICK COUNTY, VIRGINIA CL CMF CLASS CONCRETE MONUMENT FOUND 4. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational CPP CORRUGATED POLYETHYLENE PIPE of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain Safety & Health (VOSH) Rules and Regulations. CMP COPA CORRUGATED METAL PIPE CORRUGATED METAL PIPE ARCH dormant for longer than 14 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 9 Y PP Y V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDOT's CO CLEAN OUT 5. All existing utilities have been shown based upon the best available information. However, there may be existing utilities which are not Work Area Protection Manual. A transportation management plan needs to be submitted for approval and land use permit issued prior to any execution DIA. DS DIAMETER DOWNSPOUT shown and should be located. Therefore, it will be the responsibility of the Contractor to verify the location of all existing utilities prior to of work within the VDOT right of wa g Y• EOP EDGE OF PAVEMENT construction. Any discrepancies between these plans and the actual field conditions shall be reported immediately to the Engineer, the owner, V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., EOG EDGE OF GRAVEL and the appropriate utility company. owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that ESMT. EASEMENT 6. All proposed utilities shall be installed underground. may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. y P P Y PP P Y PF.F. EX. EXISTING FIRST FLOOR V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VDOT. Any F.F.E. FINISHED FLOOR ELEVATION 7. It shall be the responsibility of the Contractor to obtain all permits necessary for construction prior to the commencement of work. An additional expense incurred as a result of any field revision shall be, the responsibility of the developer. FDC FH FIRE DEPARTMENT CONNECTION FIRE HYDRANT approved set of construction documents shall be present on the site at all times. V6. If required by the local VDOT Land Development Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with F.L.S. FIRE LANE SIGN 8. Topographic and boundary information was derived from a field survey performed by Painter -Lewis, P.L.C. The field survey has been the attendance of the contractor (s), various County agencies, utility companies and VDOT prior to initiation of work. Ga. GM GAUGE GAS METER based on U.S.C. and G.S. datum and a contour interval of two (2) feet has been established for this project. Contact Painter -Lewis, P.L.C. V7. The contractor shall notify the local VDOT Land Development Office when work is to begin or cease for any undetermined length of time. VDOT requires GV GAS VALVE or GATE VALVE at 540-662-5792 to establish vertical control for project construction. and shall receive 48 hours advance notice prior to any required or requested inspection. HCR HANDICAP RAMP V8. The contractor shall notify the Traffic Operations Center at 0540) 332-9500 for any traffic control plan that impacts a VDOT maintained interstate or HB HOSEIGH 9. No geotechnical report has been prepared for this project. Primary roadway to provide notification of the installation and removal of the work zone. VICINITY MAP HP INV POINT INVERT /�� �/ J"1 lyFS / 10. All radii designations indicate face of curb, edge of pavement, or edge of stone pavement, where applicable. V9. The contractor shall be responsible for maintaining a CVDOT permitted temporary construction entrance(s) in accordance with Section 3.02 of the Virginia IPF IRON PIPE FOUND Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. � 0 IPS IRON PIPE SET 11. The Contractor shall coordinate the relocation of and the connection to the existing utilities with the appropriate utility company, where V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. tis 0 r Tp LP LT. LOW POINT LIGHT applicable. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (36) inches cover and when possible shall be installed drainage facilities MLP METAL LIGHT POLE 12. The Contractor shalt provide all AS BUILT documents and plans to the regulatory agency requiring such. under roadway at conflict points. 1;• MP METAL POST V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be L6j ; 17 2A� MH MANHOLE 13. Stakeout Note: If requested b VDOT, the approximate location of proposed entrances from State -maintained road will be staked. q Y PP P P immediate) brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined b the Y 9 9 Y q 9 Y Q i NDC NOSE DOWN CURB engineer and approved by VDOT. r ( x ♦ F f N.T.S. NOT TO SCALEOHE OVERHEAD ELECTRIC 14. A smoothing grade shall be maintained from the centerline of the existing road to the flow line, to preclude the forming of false gutters the the V13. All fill areas, borrow material and undercut areas shall be inspected and approved by a VDOT representative prior to placement and fill. Where CBR 12B -; ,7 3 L`� / C'/ OHT OVERHEAD TELEPHONE and/or ponding of any water on roadway. testing is required, a VDOT representative shall be present to insure the sample obtained is representative of the location. When soil samples are • {1 + r o ., I (_ .. s G'j\�Lj , tij��-9 PL PP PROPERTY LINE POWER POLE 15. The approval of these plans shall in no way relieve the owner of complying with other applicable local, State and Federal requirements. submitted to rrvate laboratories for testin the sam les shall be clear) identified and labeled as belon m P 9• P Y g' g to a project to be accepted by VDOT and �, a ..�--� ��` '9 PR. PROPOSED Alla applicable state and federal permits shall be obtained prior to disturbances within and jurisdictional waters and wetlands. PP P P 1 that testing shall be performed in accordance with all applicable VDOT standards and procedures. 9 P PP P + R•at •. R ch A PVMT PAVEMENT V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical r ��°^ Rood , `ST RCP REINFORCED CONCRETE PIPE Erosion and Sediment Control: maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street �- `•• F R.D. RED. ROOF DRAIN REDUCER 1. All Erosion and Sediment Control measures shall be installed prior to any land disturbing activities. All work shall be done in accordance right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Q o 4 •op SAN. SANITARY with the current edition of the of Commonwealth of Virginia Erosion and Sediment Control Handbook. Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A�w r"iji SEW. SEWER V15. VDOT Standard CD and UD under drains shall be installed where indicated on these plans and/or as specified by VDOT. 1 • / STD. STANDARD 2. All work shall be confined to the designated Limits of Construction. V16. A post installation visual/video camera inspection shall be conducted by the Contractor on all pipes identified on the plans as storm sewer pipe and a T.B.D. T.B.R. TO BE DEMOLISHED TO BE REMOVED 3. The Contractor shall be responsible for the installation and maintenance of all Erosion and Sediment Control measures. All Measures shall be inspected daily and after each significant rainfall by the site superintendent or his representative. Any damaged structures shall be f l F seect number opipe culverts. or pipe culverts, a minimum of one pipe installation for each size of each material type will be inspected or ten percent of the total amount for each size and material type summarized. All pipe installations on the plans not identified as storm sewer pipe shall be OO + �__,� T.B.P. TC TO BE PRESERVED or PROTECTED TOP OF CURB. repaired or replaced be the end of that work day. considered as culvert pipe for inspection purposes. Additional testing may be required as directed by the Area Land Use Engineer or their representative. +,j �` b A T TELEL TELEPHONE TELEPHONE RISER BOX V17. The installation of any entrances and mailboxes within any dedicated street right-of-way shall meet VDOT minimum design standards and is the puncon un O e NRB TELEVISION RISER BOX 4. Upon completion of construction, all permanent erosion and sediment control measures shall be installed. After stabilization, the temporary Erosion Control devices shall be removed, as approved b the Local Inspection Authority. All vegetative cover shall be checked regularly and PP Y P Y 9 9 Y responsibility of the developer. SITE ~' p j � ,� 0 TYP or TYP. LIGE TYPICAL UNDERGROUND ELECTRIC an damaged areas shall be repaired, fertilized, replanted, and mulched, as needed. Y 9 P P V18. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's ? jj P� e �� UGG UNDERGROUND GAS discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. r UG CAN UNDERGROUND CABLE T.V. 5. The Contractor shall provide adequate means of cleaning trucks and other construction equipment prior to entering the public R -O -W. If V19. The developer shall provide the VDOT Land Development Office with a list of all material sources prior to the start of construction. Copies of all invoices UGT UNDERGROUND TELEPHONE S,TH OF necessary, a trash rack shall be used as part of the Construction Entrance to help in the control of potential mud generated as part of the for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Land Development Office prior to acceptance of theXFMR ELECTRIC TRANSFORMER ��ip' lt1 development of this site. If it is determined that this is not sufficient, then a wash rack shall be installed, as needed. It is the work. Unit and total prices may be obscured. 5 WL WATERLINE responsibility of the Contractor to maintain clean streets and to allay dust at all times. V20. Aggregate base and subbase materials shall be on subgrade by means Density be determined the density ' C WM WATER METER I t q placed of a mechanical spreader. will using WPP WOOD POWER POLE Paving and Concrete: control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform WTP WOOD TELEPHONE POLE U 9 JOHN 9.,L IS 1. The proposed public roads, main drive aisles, and parking areas shall receive the minimum pavement sections, as detailed on the plans. these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT SITE LOCATION MAP WV WATER VALVE All points of connection with the existing pavement sections shall be graded as required to provide a smooth transition between the pavement representative shall be notified and given the opportunity to be resent durin the construction and testing of the density control strip. P 9• PP Y P 9 9 Y P• 25'R RADIUS IN FEET 0 1 sections. V21. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined GENERAL NOTES: *00.00 x(00.00) PROPOSED SPOT ELEVATION ar EXISTING SPOT ELEVATION .p� 2. All concrete shall be VDOT classification A-3. All work shall be done in accordance with standardractices. P using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present - HATCHING INDICATES REVERSED PITCH O IN THE GUTTER PAN: PITCH TO BE OWNER: ENGINEER LANDSCAPE ARCHITECT: / Excavation and Grading: during the construction and testing of the control strip. TM# 34-A-2 & 34 -A -2D SIONAL 1/2 PER FOOT. TRANSITION THE GUTTER 1. Test pits shall be excavated to determine the depths and locations of all of the existing utilities. If conflicts exist, then the existing V22. In accordance with Section 302.03, the foundations for pipe culverts thirty-six (36) inches and larger shall be explored below the bottom of the Robert W. Claytor & KVC, LC Painter -Lewis, PLC OVER A 10' LENGTH (TYP). utilities shall be lowered or moved to promote the construction of the proposed development. excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and P.O. Box 2038 817 Cedar Creek Grade, Suite 120 LIST OF DRAWINGS: 2. All deleterious materials, demolished debris, and cleared and grubbed materials shall be removed and properly disposed of off-site. VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Where soft, yielding, or otherwise Winchester, VA 22604 Winchester, Virginia 22601 unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved Contact: Mr. Ken Rice Contact: John C. Lewis, P.E.,L.L.A. SHEET 1/18: COVER SHEET All topsoil vegetative cover shall excavated to its full depth and stockpiled on-site, if applicable, in the areas as directed by the by VDOT. Tel: 540-662-9000 Tel: 540-662-5792 Owners representative for future finish grading. O SHEET 2/18: EXISTING CONDITIONS V23. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final DEMOLITION PLAN 4. All borrow fill material, if necessary, shall be obtained by the Contractor and approved by a Certified Geo -Technical Engineer. All fill approval of the guardrail layout to be given by VDOT after grading is mostly complete. EXISTING PARCEL DATA: PHASE 1 E&S PLAN material shall be placed in lifts of 8 or less and shall be compacted to 95% of ASTM D-698 Maximum Dry Density, or as directed by the V24. Approval of these plans shall expire three (3) years from the date of the approval letter. Master Development Plan #03-05, Rezoning #02-04 SHEET 3/18: EROSION AND SEDIMENT CONTROL NOTES Geo -Technical Engineer. V25. VDOT Standard CG -12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. Existing Zoning (34 -A -2D): B2 -Business General District 5. No blasting shall be permitted within 25 feet of existing utilities or structures without permission of the Owner. V26. The foundations for all box culverts shall be investigated by of exploratory borings advanced below proposed foundation elevation to determine Area of Lot: 1.75 acres SHEET 4/18: SOILS MAP PHASE 2 E&S PLAN the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the (34-A-2): B2/M1-Business General/Light Industrial 6. All landscaped islands, slopes, and lawn areas shall receive a minimum of 4" topsoil obtained off-site or from the topsoil stockpile on engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB -1. Contrary to the Area of Lot: 1.75 acres EROSION AND SEDIMENT CONTROL DETAILS site. The topsoil shall be graded and raked, prior to application of permanent vegetative cover. Standard, where rock is encountered and cast -in-place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or Existing Use: Vacant SHEET 5/18: PROFFERS 7. All disturbed lawn areas shall be stabilized by the establishment of permanent turf grass installed in accordance with accepted otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and Proposed Use: Gasoline Sales, Convenience Store, Food Sales SHEET 6/18: SITE LAYOUT PLAN generally practices. approved by VDOT. Proposed Building: 1 -story ROUTE 11 & BUSINESS BOULEVARD TYPICAL SECTIONS Building Restriction Lines: SHEET 7/18: GRADING PLAN 8. Fill slopes steeper than 3:1 will require a slope stability analysis and maintenance plan. Front Yard Major Street Setback: Required- 50' Provided -139' SHEET 8/18: WATERLINE PROFILE Front Yard Minor Street Setback: Required -35' Provided -124' WATER & SEWER CONSTRUCTION DETAILS Rear Yard Setback: Required- 0' SHEET 9/18: STORM SEWER PROFILES Side Yard Setback: Required- 0' HYDRAULIC CALCULATIONS Maximum Building Height: Allowed- 35' Provided -24' SHEET 10/18: SITE ENTRANCE PROFILES Canopy -24' TRUCK TURNING PATHS Sign Setback: Required -10' Provided -10'+ MEDIAN DETAILASPHALT WIDENING DETAIL Parking Requirements: SHEET 11/18: CONSTRUCTION DETAILS Parking Restriction Lines: SHEET 12/18: VDOT STANDARD DETAILS Street Setback: Required -10' SHEET 13/18: LANDSCAPE PLAN Yard Setback: Required -5' SHEET 14/18: LIFE SAFETY PLAN SIGNS AND STRIPING PLAN Parking Spaces Required: 1/ 200 SF retail, 1.4/100 seating SHEET 15/18: SITE LIGHTING PLAN Retail: 4,422 SF = 22.1 spaces required SHEET 16/18: MAINTENANCE OF TRAFFIC PLAN Indoor Seating: 321 SF = 4.3 spaces required SHEET 17/18: POST DEVELOPMENT DRAINAGE PLAN Outdoor Seating: 700 SF = 9.8 spaces required SHEET 18/18: POST DEVELOPMENT IMPERVIOUS AREAS EXHIBIT Total Required/Provided: 36/41 SWM NARRATIVE Loading Required: 1 space per 10,000 sf - None Stacking Spaces Required: 90' of stacking at drive through window Building and Impervious Area Coverage: TRAFFIC IMPACT: UTILITY AND REGULATORY CONTACTS: SIGN NOTES: PARCEL 2D: Parcel Greenspace Required: 15% or 11,434.8 sq. ft. SITE PLAN SP#18-18 Frederick County Road Classification for Route 11: Minor Arterial Road 1. Signs will conform to Section 165.201.06 of the Frederick County ZOning Parcel Greenspace Provided: 27.2% or 20,695 sq. ft. Ordinance. Proposed Impervious Areas: Roof= 4,792 sq. ft. CLEARBROOK SHELL 2017 Existing Traffic Data -Route 11 Martinsburg Pike WATER AND SEWER SERVICE NATURAL GAS Parking Areas= 46,613 sq. ft. AADT=5,400 trips Frederick Water 315 Tasker Road Washington Gas 2. The maximum height for the monument sign is 25. The maximum size Other 4,130 s OthP q• ft. H. N. FUNKHOUSER Frederick County Road Classification for Business Boulevard: Major Collector Road Stephens City, VA 22655 350 Hillandale Lane for the monument sign is 150 square feet. Total Impervious Area= 55,535 sq. ft. -72.8% AADT (per current TIA)=11,270 trips 540-868-1061 : Winchester, VA 22602 PARCEL 2: STONEWALL MAGISTERIAL DISTRICT 540-868-7923 Parcel Greenspace Required: 15% or 11,434.5 sq. ft. Data Source: ITE Manual, Ninth Edition Land Use 945: Gasoline/Service Station with Convenience Market BUILDING INSPECTIONS ELECTRIC SERVICE Parcel G arees ace Provided: 84.1 64090 or s PP ° � q. ft. % n FREDERICK COUNTY, VIRGINIA Tris based on Vehicle Fueling Positions: P g Frederick County Inspections Department Shenandoah Valley Electric Proposed Impervious Areas: Other Pavement= 12,140 s ft. P P q• Vehicle Fueling Positions=l1 107 North Kent Street Cooperative Total Impervious Area= 12,140 sq. ft. -15.9% Winchester, VA 22601 3463 Valley Pike Weekday: 11x162.78=1,790 trips (50% entering, 50% exiting) 540-665-5650 Winchester, VA 22602 Trash Removal: The owner will contract with a licensed, private trash hauler AM Peak Hour: 1100.56=116 trips (50% entering, 50% exiting) 540-450-0111 for the regular removal of trash. PM Peak Hour: 11x13.57=149 trips (50% entering, 50% exiting) EROSION AND SEDIMENT CONTROL ZONING ADMINISTRATOR DATE Figure 3-26 Route 11 entrance: Warrants for Right Turn Treatment: Frederick County Department of Public Works TELEPHONE SERVICE 107 North Kent Street Lighting: All lighting will conform to the requirements of the Frederick County FREDERICK COUNTY, VIRGINIA PHV=149 tris in the PM with an estimate of 25% northbound=38 trips P P Winchester, VA 22601 Verizon 404 Hillandale Lane RESPONSIBLE LAND DISTURBER Zoning Ordinance Section 165-201.07. SITE PLAN EXPIRES FIVE (5) YEARS FROM DATE OF APPROVAL Approach PHV=5,400 x 11% x 25%(estimate)=148 trips 540-665-5643 Winchester, VA 22602 No right turn lane or taper required. 540-665-3156 NAME: Environmental Features: Frederick Water Information PUBLIC ROAD IMPROVEMENTS Virginia Department of Transportation CERTIFICATION #: Wetlands - No wetlands have been identified on the site. Flood plains - FIRM Map No. 51069CO150D shows that the parcel is within PAINTER-LEWIS P.L.C. Northwestern Pike WATER AND SEWER DEMAND CALCULATIONS Winchester, Winchester, 22603 Zone X. This zone is characterized by areas outside the 0.2% annual chance 540-535-18118 DATE: floodplain. ooP 817 Cedar Creek Grade, Suite 120 Average oily Customers: 850 Winchester, Virginia 22601 Average Demand per Customer: 2.5 gallons THE RESPONSIBLE LAND DISTURBER IS THE Storm Water Management: Telephone (540) 662-5792 Daily Employees: 10 persons PARTY RESPONSIBLE FOR CONSTRUCTION & Water quality and quantity controls have been provided by the installation of IP 111111 Average Demand per person: 15 gpd MAINTENANCE OF ALL THE LAND DISTURBING stormwater management facilities on the. Whitehall Commerce Center site, Facsimile (540) 662-5793 Total Demand: 2,275 gpd ACTIVITIES AS SET FORTH IN THESE PLANS. specifically SWM Pond 1. This pond is located at the intersection of Business Email: office®painterlewis.com Boulevard and Woodbine Road. Refer to Site Plan#46-16. CONSULTING JOB NO.: 1706001 SHEET: ENGINEERS November 20, 2018 1/18 Latest Revision Date: January 10, 2019 Jld w 15" CMPIN Inv.= 629.14' 33A—A-1 1 H.N. FUNKHOUSER CO. DB 913/ PG 313 b ZONING: 132 * s P d W 16 P * .k — N Y. MARTINSBUG PIKE- U.S. RO�ITE 11 w -- -- – — -, (VARIA LE WIDTH RIW) Ex. storm MH �� � ._�__ _.__. _ ___ ��-__`_____,� =5 MINOR ANTERIAL ROAD ff TOp= 635.44' = ERADICATE Ex. SH2IPING TO U a 15 R P Inv. In= X31.14' ACCOMMODATE NWL N POSTED SPEED LIMIT=45 MPH �" 15" RCP Inv. Out x,631.04' REM _ w,EK. ENTRANCE STRIPING PLAN 4 TALL UD -4 -�\ + REL * a *\ \ a RELOCATE -632 -- _ �� -gym- y �6 p CONNECT TO EXISTINGajP 1'.POLE p °r RELOCATE SIGN - a TO INSTALL ,nw ,` Elwin SIDEWALK low w w. -xe v —66 Sin — 15 CMP - _ — E_ x. FH _ — — -- — -- � — w � E '� Inv.- 629.43' — -� "� � > mac\ *" *m , X � — — _ --6 �— Pole f Ex. 12" WL 20' PLI N7/NGa ff ..r....` i-`' 57RIP PER t� PROFRS 637 o I I CpNTRIBUTIN DRAINAGE AREA Td 4ST1=2.75 AC %8. 20' DRAINAyI` ESMT 34--A-2D *\ * / RC ERT )V. *CLAYTOF��61 mw I% + 4.5' STORM 1 \ LIMITS OF DISTURBANCE wl ;o *T�\�p� INST. 07001 6724 1 asTR0700{�4279MT W 1 N� w + * / I ''' 1 1 1.755, AC. ,r N I N-: 132 33A—A-34 +1 w - * ._ 1 I (� TOP = 639.7 \ MIDDLE RIDGE 1 aw I 1 Y3 \ ��I I / b� �. I 15• l IN * 634. ' 1 s \ I I 1 2/ i —� I * * * Ir 1 15" I�IV OUT ; 634. sQh l i \ TRADITIONAL STONE _ _ \ 1 + I + I _ —644 INSTI . 030011520 ` 1 \ ff, 1 \ * Ir 1 ZONING: RA (Irl ; Y. - 1 s / USE: VACANT lkCUR do S`5517'�W 214.30'_= _ _� _ _ — — Pw — TOP 643.02' 1 ,Ty- 1>�� 7" E 36.06' 8" INV IN t 627.17'/ 1 ,r TOP= 633 93" , P + 8- INV—OUT 62& INV IN= 623.93' atm N INV OUT = 623.77' h \ \ \ Pws TOPSOIL STOCKPILES: *Q + I £ cu + y w It * EX. FREDERICK P 79 1 *M T INS 7R — * mw a - \ T�8' INV _ X23.34 �\ \ \ P _ — — ` — * \sem L — * w R X70004279f. 8" INV OUT = 623.20' \ w \ 34—A--2--, — /11 KVC, INC. *gym 'r7f}BQ740 — -- o�� It\ \ 1.7 5*WAC 8 EX. 20' SAN SEW ESMT Qa Ph \ \ 6 \ i wsrn #V70004279cp SF \ \ Z O�N I N C : B2/Mi \ % s s \ \ :\ \ + \ mN IX. 20' STORM " * \ \ * \ x' DRAIN ESMT s I INSTR /070004279 f m + 630 *m \ s \ \ A y#N \ \ It STI \ + x\ + m /It \ — , G + + * / ¢ / �w P + 1 u CONTRIBUI�IG DRAINAGE AREA TO ST�2.75 AC' C+N pw s + / ��� ■mow ��� woo P IRF _--�.�.-� W 372.63 \ Ex. WV \ Ex. I. dam` LIMITS OF DI�TURBANCE \ s. 1 * \ `* Ex. Ex. r 1 \ w Riser Pipe' 1 EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE CONSTRUCTION CE ............. ■ ENTRANCE 3.05 SILT FENCE $F X X X X 3.09 TEMPORARY DIVERSION Lo DIKE I N 4 co 0 (0 N 0 3.13 TEMPORARY � O SEDIMENT TRAP 0 o d0 -q- 3.18 OUTLET PROTECTION OP �In 3.31 TEMPORARY SEEDING W TS + + `T, N \ \ 34—A-1 REST METHODIST CHURCH ZONING: RA o 0 �N g x6 TOP = 643.85'. 12" WL �'> r,�N 15" INV = 639.01' -� �9 is I j TOP - 639.96' 11 15" INV IN = 635.76' 15" INV OUT = 635.61' 1 4 9111 34—A -4C FJ AROGAS INC �! ' Ir111I1' INST. 070004380 ` * ZONING: M1 1 P = 639.49' 1N INV IN = 634.85' " INV OUT = 634.6 a' II Opp C: � s rll -o0_pz mnw * *v 1 mro o�cn I �mov0 rII ��o�c yr �II ��� Ir l I'0 c o W. 1\ & � v +rl I ° 0 �Ex 8" WLN 11 ;P-�t Ire 11\ + to � 1 RIM=640.57 r t i 11 �*I I + 1 a � + x. t * TOP = 639.70' \ I % / 1 1115" INV = 633.89' ss -05' STOR ESMT 6' ACCESS T Psi i i x + N/F * WINCH ESTER_ITF- --- * rp �� — * N wMH ITE HA&-L� -e4 LLCM% +w s * y INST. 170001132 f N ,r ZONING: M1 USE. VACANT PO1 l , 1 Ex Storm MH s Top= 639.73' P U 15" RCP (West) Inv. In= 632.90' 15" RCP (North) Inv. In= 633.40' 18" RCP Inv. Out= 632.58' I I� �- I IN % ' IA ERADICATE EX. STRIPING TO ACCOMMODATE NEW STRIPING PLAN 30 0 30 Scale in Feet ME 4Z ^J^ (L Cl) Z J ogo0:: Z(LZ O p U Ute() Z00W NOt 5zCl W C/) LTJ ^ J CL F- F - a Z_ J C14 N=a> ZONMF— aYo�3� Z O L- L m N U Cf)a Z U _ M W U p F- it LUH L11- C) W 3 O ■ 0 ■ N w O � m r O V CIO N V) N Lo W Q I N 4 co 0 (0 N 0 az W 0 o d0 -q- Q W > �In W U Lw U ~ c °� � W W s _. 0 C) LLI Z U ~ LL- W 00a 0 to Z J W �W z� Oc) LLI Z TH 0 ,D l N C. LEWIS 9 ic. No. 021621 90 .TONAL _ SURVEY: C. I.: P -L 2' DRAWN BY: JOB NO. P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 2/18 EROSION AND SEDIMENT CONTROL NARRATIVE: Project Description This project is located at the intersection of Route 11 and Business Boulevard. The owner proposes to construct a convenience store and vehicle fueling facility along with associated site improvements. Proposed improvements are planned to begin during the summer of 2018. Existing Site Conditions The project site is located on two parcels containing 1.75 acres each in Frederick County, Virginia. Flood Plain The parcel contains no floodplain. Soils The USGS Soils map shows the predominant soil types on the site are 6C, Carbo-Oaklet, very rocky silt loams, 2 to 15 percent slopes, HSG: C/D, K=0.43, and 32B, Oaklet silt loam, 2 to 7 percent slopes, HSG: C, K=0.37. These soils are generally moderately deep (10"-63"), weathered from limestone, and generally well -drained. Adjacent Areas The adjacent properties west and north are public road rights of way. The adjacent property south is vacant. The adajacent property to the east is zoned for industrial use and is vacant. Off-site Areas There will be no off-site disturbance except as allowed by temporary construction easements. Critical Areas No critical areas where slopes are greater than 3:1 are present on site. The disturbed area is approximately 3.5 acres, including the areas of improvement in the public rights of way and off- site. PHASE 1 EROSION AND SEDIMENT CONTROL MEASURES 3.02 A 12'w by 70'1 temporary stone construction entrance will be constructed and shall be maintained in a condition which will prevent tracking or flow of mud onto the public rights-of-way. This may require periodic top dressing with additional stone or the washing and reworking of existing stone as conditions demand and repair and/or cleanout of any structures to used to trap sediment. All materials spilled, dropped, washed, or tracked from vehicles onto roadways or into storm drains must be removed immediately. The use of water trucks to remove materials dropped, washed, or tracked onto roadways will not be permitted under any circumstances. 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.09 Temporary diversion dikes will be installed along the limits of construction as shown on the Site Erosion and Sediment Control Plan. The dikes will be constructed with on-site materials and will be seeded with the temporary seeding mix immediately after installation. The dikes shall be inspected after each rain and repairs made as needed to the dike, flow channel, or outlet. 3.13 A temporary sediment trap will be constructed on the site to control sediment generated from the earthwork operation. The trap berms will be constructed with on-site materials and will be seeded with the temporary seeding mix immediately after installation. This facility will be inspected after each rain storm and repairs made as necessary. 3.31 Temporary seeding in accordance with the E & S Std & Spec 3.31 will be applied to the topsoil stock pile and all areas which will not be brought to final grade within 30 days. Embankment or excavated slopes denuded for a period of greater than 30 days shall be temporarily seeded and mulched. All temporary seeding areas will be mulched in accordance with the schedule included herein. Temporary Seeding SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Sept 1 - Feb 15: Annual Ryegrass 50 Ib/ac 98 85 Winter Rye 50 Ib/ac 98 85 May 1 - Aug 31: SEED TYPE RATE MIN. PURITY(%) German Millet 50 Ib/ac 98 85 or Red clover 8 Ib/ac 95 Feb 16 - Apr 30: Ladino clover 8 Ib/ac 95 Annual ryegrass 75 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw straw Q) Fertilizer: 1000 Ib/ac 10-10-10 3.18 PHASE 2 EROSION AND SEDIMENT CONTROL MEASURES 3.05 Silt fence will be installed in selected locations downstream from the construction areas as a first measure of construction. Silt fence will be installed around the downstream side of any topsoil stockpiles. Silt fences shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged, decomposed or otherwise ineffective silt fence shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.07 Inlet protection will be constructed at all inlets immediately after installation. Inlets shall be inspected after each rainfall and at least daily during prolonged rainfall. Any required repairs shall be made immediately. Damaged or otherwise ineffective devices shall be replaced. Sediment deposits should be removed after each storm event. They must be removed when deposits reach approximately one-half the height of the barrier. Any sediment deposits remaining in place after the silt fence is no longer needed shall be dressed to conform with the existing grade and stabilized. 3.30 Replacement of topsoil will generally occur throughout the work site where vegetation is to be reestablished. Topsoil will be uniformly spread and rolled to a minimum depth of 4". Topsoil shall not be placed while in a frozen or wet condition. 3.32 All disturbed areas will be stabilized by permanent seeding in accordance with the schedule included herein. The anticipated time for construction is Summer 2018 through spring 2019. 3.35 All seeded areas will be mulched in accordance with the schedule included herein. Permanent Stabilization The contractor shall stabilize all denuded land within 7 days after the end of construction. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. During construction of the project, soil stockpiles shall be stabilized or protected with sediment trapping measures. The contractor is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as soil intentionally transported from the project site. No soil testing is required. The contractor shall establish vegetation on all areas not otherwise stabilized according the following specification: Seedbed Preparation: Ib/ac 98 a. Scarify top 1" to 2" of soil after final grades have been achieved. b. Add 3 tons per acre pulverized agricultural limestone(1401b/1000sf).ng a SEED TYPE RATE MIN. PURITY(%) MIN. GERM.(%) Tall fescue 120 Ib/ac 97 85 Red clover 8 Ib/ac 95 65 Ladino clover 8 Ib/ac 95 65 Nurse Grass -(season dependent) Sept 1 - Feb 15: Annual Ryegrass 12 Ib/ac 98 85 Winter Rye 12 Ib/ac 98 85 May 1 - Aug 31: The approved site plan must be kept on the work site and shown on request. sediment. German Millet 12 Ib/ac 98 85 or enter the conveyance system without first being filtered or otherwise treated to Feb 16 - Apr 30: sediment. 4 Annual ryegrass 12 Ib/ac 98 85 Mulch: 1.5 ton/ac small grain straw Q) Fertilizer: 1000 Ib/ac 10-10-10 3.18 1. The VESCP Authority must be notified one week prior to the preconstruction conference, one week prior to the commencement of land disturbing activity, and one week prior to the final inspection. 2. Work on the project (grading, excavation, construction) shall not commence until the appropriate erosion and sediment controls are in place as specified on the plan and as approved by the VESCP Authority. 3. The approved site plan must be kept on the work site and shown on request. 4. Prior to commencing land disturbing activities in areas other than indicated on these plan (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a supplementary erosion and sediment control plan to the VESCP Authority for review and approval. 5. The contractor is responsible for installation of any additional erosion control measures necessary to prevent erosion and sedimentation as determined by the VESCP Authority. 6. All disturbed areas are to drain to approved sediment control measures at all times during land disturbing activities and during site development until final stabilization is achieved. 7. All vegetative stabilization shall be uniform, mature enough to survive, and adequate to inhibit erosion. 9VAC25-840-40. MINIMUM STANDARDS 1-19: A VESCP must be consistent with the following criteria, techniques and methods: 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to denuded areas that may not be at final grade but will remain dormant for longer than 140 days. Permanent stabilization shall be applied to areas that are to be left dormant for more than one year. 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the project site. 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, mature enough to survive and will inhibit erosion. 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional before upslope land disturbance takes place. 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions immediately after installation. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the structural integrity of the basin during a 25 -year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while the sediment basin is utilized. 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that are found to be eroding excessively within one year of permanent stabilization shall be provided with additional slope stabilizing measures until the problem is corrected. 8. Concentrated runoff shall not flow down cut or fill slopes unless contained within an adequate temporary or permanent channel, flume or slope drain structure. 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. 10. All storm sewer inlets that. are made operable during construction shall be protected so that sediment -laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 10. All storm sewer inlets that are made operable during construction shall be protected sosediment-laden water cannot enter the conveyance system without first being filtered or otherwise treated to remove sediment. 11. Before newly constructed stormwater conveyance channels or pipes are made operational, adequate outlet protection and any required temporary or permanent channel lining shall be installed in both the conveyance channel and receiving channel. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, control sediment transport and stabilize the work area to the greatest extent possible during construction. Nonerodible material shall be used for the construction of causeways and cofferdams. Earthen fill may be used for these structures if armored by nonerodible cover materials. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. 14. All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. 15. The bed and banks of a watercourse shall be stabilized immediately after work in the watercourse is completed. 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off-site property. d. Material used for backfilling trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f. Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling or sweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18. All temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the VESCP. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria. Stream restoration and relocation projects that incorporate natural channel design concepts are not man-made channels and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels: a. Concentrated stormwater runoff leaving a development site shall be discharged directly into an adequate natural or man-made receiving channel, pipe or storm sewer system. For those sites where runoff is discharged into a pipe or pipe system, downstream stability analyses at the outfall of the pipe or pipe system shall be performed. b. Adequacy of all channels and pipes shall be verified in the following manner: (1) The applicant shall demonstrate that the total drainage area to the point of analysis within the channel is one hundred times greater than the contributing drainage area of the project in question; or (2) (a) Natural channels shall be analyzed by the use of a two-year storm to verify that stormwater will not overtop channel banks nor cause erosion of channel bed or banks. (b) All previously constructed man-made channels shall be analyzed by the use of a ten-year storm to verify that stormwater will not overtop its banks and by the use of a two-year storm to demonstrate that stormwater will not cause erosion of channel bed or banks; and (c) Pipes and storm sewer systems shall be analyzed by the use of a ten-year storm to verify that stormwater will be contained within the pipe or system. c. If existing natural receiving channels or previously constructed man-made channels or pipes are not adequate, the applicant shall: (1) Improve the channels to a condition where a ten-year storm will not overtop the banks and a two-year storm will not cause erosion to the channel bed or banks; or (2) Improve the pipe or pipe system to a condition where the ten-year storm is contained within the appurtenances; (3) Develop a site design that will not cause the pre -development peak runoff rate from a two-year storm to increase when runoff outfalls into a natural channel or will not cause the pre -development peak runoff rate from a ten-year storm to increase when runoff outfalls into a man-made channel; or (4) Provide a combination of channel improvement, stormwater detention or other measures which is satisfactory to the VESCP authority to prevent downstream erosion. d. The applicant shall provide evidence of permission to make the improvements. e. All hydrologic analyses shall be based on the existing watershed characteristics and the ultimate development of the subject project. f. If the applicant chooses an option that includes stormwater detention, he shall obtain approval from the VESCP of a plan for maintenance of the detention facilities. The plan shall set forth the maintenance requirements of the facility and the person responsible for performing the maintenance. g. Outfall from a detention facility shall be discharged to a receiving channel, and energy dissipators shall be placed at the outfall of all detention facilities as necessary to provide a stabilized transition from the facility to the receiving channel. h. All on-site channels must be verified to be adequate. i. Increased volumes of sheet flows that may cause erosion or sedimentation on adjacent property shall be diverted to a stable outlet, adequate channel, pipe or pipe system, or to a detention facility. j. In applying these stormwater management criteria, individual lots or parcels in a residential, commercial or industrial development shall not be considered to be separate development projects. Instead, the development, as a whole, shall be considered to be a single development project. Hydrologic parameters that reflect the ultimate development condition shall be used in all engineering calculations. k. All measures used to protect properties and waterways shall be employed in a manner which minimizes impacts on the physical, chemical and biological integrity of rivers, streams and other waters of the state. I. Any plan approved prior to July 1, 2014, that provides for stormwater management that addresses any flow rate capacity and velocity requirements for natural or man-made channels shall satisfy the flow rate capacity and velocity requirements for natural or man-made channels if the practices are designed to (i) detain the water quality volume and to release it over 48 hours; (ii) detain and release over a 24-hour period the expected rainfall resulting from the one year, 24-hour storm; and (iii) reduce the allowable peak flow rate resulting from the 1.5, 2, and 10 -year, 24-hour storms to a level that is less than or equal to the peak flow rate from the site assuming it was in a good forested condition, achieved through multiplication of the forested peak flow rate by a reduction factor that is equal to the runoff volume from the site when it was in a good forested condition divided by the runoff volume from the site in its proposed condition, and shall be exempt from any flow rate capacity and velocity requirements for natural or man-made channels as defined in any regulations promulgated pursuant to 62.1-44.15:54 or 62.1-44.15:65 of the Act. m. For plans approved on and after July 1, 2014, the flow rate capacity and velocity requirements of 62.1-44-15:52A of the Act and this subsection shall be satisfied by compliance with water quantity requirements in the Stormwater Management Act (62.1-44.15:24 et seq. of the Code of Virginia) and attendant regulations, unless such land disturbing activities are in accordance with 9VAC25-870-48 of the Virginia Stormwater Management Program (VSMP) Regulations. n. Compliance with the water quality standards set out in 9VAC25-870-66 of the Virginia Stormwater Management Program (VSMP) Regulations shall be deemed to satisfy the requirements of subdivision 19 of this subsection. � / S OO• \J� 0 Ile ,CQ O t� H � �C 07 0 W/DTH \ 0¢28 J if d I iD �. 0 / O f' O / F 1 / O; 00 SOILS KEY ID NAME 6C Carbo-Oaklet, very rocky silt looms, 2 to 15 percent slopes, HSG: C/D, K=0.43 32B Oaklet silt loam, 2 to 7 percent slopes, HSG: C. K=0.37 CE 3/1-8-1 N ENTRANCE 100 0 100 !I Scale in Feet PHASE 1 SEQUENCE OF CONSTRUCTION 1. Install construction entrance. 2. Install silt fence along downstream perimeter of work areas. 3. Install temporary sediment trap and diversion berms. Apply temporary seeding. 4. Strip, stockpile and stabilize topsoil in location shown on the Site Erosion and Sediment Control Plan. Apply temporary seeding. 5. Perform rough grading over site. PHASE 2 SEQUENCE OF CONSTRUCTION 1. Install drainage structures. 2. Install inlet and outlet controls. 3. Complete exterior site improvements. 4. Stabilize work area with pavement or permanent seeding where necessary. 5. Install landscape plants. 6. Remove the temporary sediment trap. Remove other temporary controls after all work areas have been stabilized. EROSION & SEDIMENT CONTROL KEY 3.02 TEMPORARY STONE ............................... DATE: Jo CONSTRUCTION CE 3/1-8-1 N ENTRANCE 3.05 SILT FENCE SF X X _X_X ■, wO co N r M rn ° 3.09 TEMPORARY DIVERSION 4 � DIKE N 3 L 3.13 TEMPORARY SEDIMENT TRAP � Q) W �� 3.18 OUTLET PROTECTION OP �U-)@0 3.30 TOPSOILING W W of i1 3.31 TEMPORARY SEEDING D_' W Q= TS 3.32 PERMANENT SEEDING - PS -� 3.35 MULCHING L)W MU 3.38 TREE PROTECTION TP w _J U W 3 O X a - "_I`� zI AW • Z LdN W W 15 N CA Z O Z N Q O W W W Q 0Z WLaU) X Q Zn(n :51y M Z aZOmn N � m N U Z W a U .64- = U M Ld W H Of ■ U JOB NO.: 1706001 SCALE: DATE: Jo 11/20/18 SHEET: 3/1-8-1 N N E ■, wO co N r M rn ° N N N 0 � N N 3 L Q) W �� 0a J w' �U-)@0 1 W W of O W D_' W Q= L E I_ UJ Z UJ O ani° U O E _i L)W � r Q 00 tiTH ' No. 021621 �4: . ZONAL SURVEY: C.I.: P -L NA DRAWN BY: P -L JOB NO.: 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 3/1-8-1 z 00 COMPACTED SOIL:-, FLOW 5' MIN. ' TEMPORARY DIVERSION DIKE MINIMUM TOP WID TH (W) REQUIRED FOR SEDIMENT TRAP EMBANKMENTS i ACCORDING TO HEIGHT OF EMBANKMENT (FEET) I i i -W� j - - H HO W I f r 1.5 0.5 2.0 2.0 1.0 2.0 2.5 1.5 2.5 3.0 2.0 2.5 3.5 2.5 3.0 HO H 4.0 3.0 3.0 4.5 3.5 4.0 5.0 4.0 4.5 EXCAVATED AREA MAX. DEPTH = 4' ORIGINAL GROUND ELEV. SOURCE: VA. DSWC PEAK DISCHARGE CALCULATIONS: ST #1: Q=(.50)(6.75 IN/HR)(1.6 AC)=5.4 CFS PLATE. 3.13-1 f 1 I 1 III IP '� ��\ p win an �. \. NOL LI l- •ter ` , �• : • E E E _ 0 kz- __•-aaS f `To � I 1 SF IP I 1 I 1 1 1 I FLOW 1 a I 1 \ \ 'f •� •�.• •.• jl :' fit.-. .. • •. .�:•.. • • l._.• - ."- :a .. _•� :� •_ • \tee.• - �" �.:. •" •• �.. .< i, = 0• •. s . .. :_ a. • ��y--�` o - ••'' �! �:`o., •��...: 4: i. •� '. .� was r I 1 I O j II 1 ( Z Z U II =III a. III=III-1 11=1 LIMITS OF DISTURBANCE . , U / �, 1 I 1 t Z W ONE \ "'fffSSSttt 1 1 \\ \\ �,\ I ST CULVERT ID Q10 D La W d d50 /' / 11 ' j \_ 1 1 1 \` / \ I I � �l 1 ! I i � TRAP 47 18 10 \ 10 47 48" 1 15 19' 160.9' \ g3p' / \\ j ( I 1 �•: ",� 1 1 N (/i ru \I 1 1 t CULVERT OUTLET PROTECTION DETAIL I 1 \ :•'. - 1 I NOT TO SCALE ' 1 � 1 \ • .a :- :. e; -`• I".r•-+- ` •, -- 0.1 '' ••• o • ••• ;.a;..'•I,.. • . : �. •': ��a'-•• • •-`•-• 1 � � � �t �W/� � 12" CONCRETE ANCHOR TEMPORARY SEDIMENT TRAP/CULVERT OUTLET DETAIL SFIIIMFNT TRAP CAI CI11 ATIONS \ 1\ I \ \\ •• • •Q �.. Qr .• 1':': 1 .. � ... .•a�"1'i •, \ \ 1 II I I �� Z 1 1�II Z TABLE 6.1: GENERAL EROSION AND SEDIMENT CONTROL NOTES: a. , 'I 1 / \\ 1 VO ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control / %. ��� \ O ` practices will be constructed and maintained according to minimum standards and specifications ; of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 1 �� ' / _ - 1 .. I R 1 Erosion and Sediment Control Regulations. 1 : • `,-. / , -. I I' 'I ' ~ W 640 ES -2: The plan approving authority must be notified one week prior to the preconstruction 1 tl j conference, one week prior to the commencement of land disturbing activity, and one week prior A. to the final inspection. 1 �� v ES -3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. \\ a_ _T� • •" �'• ,,:.-�-`,. \ ■ _ 4 � a .Y ES -4: A copy of the approved erosion and sediment control plan shall be maintained on the site \ \ �� _ - •'�•.� _-' - _ •'.= • - _ _ _ _ _ _ �� " N at all times. _G) IOU / CAI = ES -5: Prior to commencing land disturbing activities in areas other than indicated on these plans � 1 � / / �, � \ � 1 � (n = I (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a ' 1 1 / / // i'�\ 111 111 Z D N supplementary erosion control plan to the owner for review and approval by the plan approving / / / Q authority. / / i1 I I \ I ��/ // , \\ \ _ J = YM Z ES -6: The contractor is responsible for installation of any additional erosion control measures /� �I 1 1 _ =4Y O °;d necessary to prevent erosion and sedimentation as determined by the plan approving authority. // 1 1 \\ // / \ - - -- ' 1 W Z 0 N O ES -7: All disturbed areas are to drain to approved sediment control measures at all times during / �\ \��� �\ j I �� I I"' m I V land disturbing activities and during site development until final stabilization is achieved. i \�\-------t_/ \ Z EE ES -8: During dewatering operations, water will be pumped into an approved filtering device. ES -9: The contractor shall inspect all erosion control measures periodically and after each -_-`` V Q / runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of ^ ' �� �� --�-_ '/ ��� 1111 , W the erosion control devices shall be made immediately. \ \ N, tt , W ES -10: All temporary controls shall be removed within 30 days once no longer needed. Trapped sediments shall be removed and stabilized. w O \ \ �M wu 1 \�_j \ 1 ISI CD I % \ \ \ TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY H/Ho TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME III IP '� ��\ p win an �. \. NOL LI l- •ter ` , �• : • E E E _ 0 kz- __•-aaS f `To � I 1 SF IP I 1 I 1 1 1 I FLOW 1 a I 1 \ \ 'f •� •�.• •.• jl :' fit.-. .. • •. .�:•.. • • l._.• - ."- :a .. _•� :� •_ • \tee.• - �" �.:. •" •• �.. .< i, = 0• •. s . .. :_ a. • ��y--�` o - ••'' �! �:`o., •��...: 4: i. •� '. .� was r I 1 I O j II 1 ( Z Z U II =III a. III=III-1 11=1 LIMITS OF DISTURBANCE . , U / �, 1 I 1 t Z W ONE \ "'fffSSSttt 1 1 \\ \\ �,\ I ST CULVERT ID Q10 D La W d d50 /' / 11 ' j \_ 1 1 1 \` / \ I I � �l 1 ! I i � TRAP 47 18 10 \ 10 47 48" 1 15 19' 160.9' \ g3p' / \\ j ( I 1 �•: ",� 1 1 N (/i ru \I 1 1 t CULVERT OUTLET PROTECTION DETAIL I 1 \ :•'. - 1 I NOT TO SCALE ' 1 � 1 \ • .a :- :. e; -`• I".r•-+- ` •, -- 0.1 '' ••• o • ••• ;.a;..'•I,.. • . : �. •': ��a'-•• • •-`•-• 1 � � � �t �W/� � 12" CONCRETE ANCHOR TEMPORARY SEDIMENT TRAP/CULVERT OUTLET DETAIL SFIIIMFNT TRAP CAI CI11 ATIONS \ 1\ I \ \\ •• • •Q �.. Qr .• 1':': 1 .. � ... .•a�"1'i •, \ \ 1 II I I �� Z 1 1�II Z TABLE 6.1: GENERAL EROSION AND SEDIMENT CONTROL NOTES: a. , 'I 1 / \\ 1 VO ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control / %. ��� \ O ` practices will be constructed and maintained according to minimum standards and specifications ; of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 1 �� ' / _ - 1 .. I R 1 Erosion and Sediment Control Regulations. 1 : • `,-. / , -. I I' 'I ' ~ W 640 ES -2: The plan approving authority must be notified one week prior to the preconstruction 1 tl j conference, one week prior to the commencement of land disturbing activity, and one week prior A. to the final inspection. 1 �� v ES -3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. \\ a_ _T� • •" �'• ,,:.-�-`,. \ ■ _ 4 � a .Y ES -4: A copy of the approved erosion and sediment control plan shall be maintained on the site \ \ �� _ - •'�•.� _-' - _ •'.= • - _ _ _ _ _ _ �� " N at all times. _G) IOU / CAI = ES -5: Prior to commencing land disturbing activities in areas other than indicated on these plans � 1 � / / �, � \ � 1 � (n = I (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a ' 1 1 / / // i'�\ 111 111 Z D N supplementary erosion control plan to the owner for review and approval by the plan approving / / / Q authority. / / i1 I I \ I ��/ // , \\ \ _ J = YM Z ES -6: The contractor is responsible for installation of any additional erosion control measures /� �I 1 1 _ =4Y O °;d necessary to prevent erosion and sedimentation as determined by the plan approving authority. // 1 1 \\ // / \ - - -- ' 1 W Z 0 N O ES -7: All disturbed areas are to drain to approved sediment control measures at all times during / �\ \��� �\ j I �� I I"' m I V land disturbing activities and during site development until final stabilization is achieved. i \�\-------t_/ \ Z EE ES -8: During dewatering operations, water will be pumped into an approved filtering device. ES -9: The contractor shall inspect all erosion control measures periodically and after each -_-`` V Q / runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of ^ ' �� �� --�-_ '/ ��� 1111 , W the erosion control devices shall be made immediately. \ \ N, tt , W ES -10: All temporary controls shall be removed within 30 days once no longer needed. Trapped sediments shall be removed and stabilized. w O \ \ �M wu 1 \�_j \ 1 ISI CD I % \ \ \ TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY H/Ho TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME STORAGE DEPTH STORAGE AREA STORAGE VOLUME EMBANKMEN OF AREA VOLUME REO'D. WIDTH OUTLET TRAP f11 .75 acres 368 c.y. (9,936 c.f.) 5.00 ft. 2,300 s.f. 5,530 c.f. 1.50 ft. 13,000 s.f. 5,900 c.f. 0' 3.0 • / 3 ft. pipe P P r I 1 I O j II 1 ( Z Z U II =III a. III=III-1 11=1 LIMITS OF DISTURBANCE . , U / �, 1 I 1 t Z W ONE \ "'fffSSSttt 1 1 \\ \\ �,\ I ST CULVERT ID Q10 D La W d d50 /' / 11 ' j \_ 1 1 1 \` / \ I I � �l 1 ! I i � TRAP 47 18 10 \ 10 47 48" 1 15 19' 160.9' \ g3p' / \\ j ( I 1 �•: ",� 1 1 N (/i ru \I 1 1 t CULVERT OUTLET PROTECTION DETAIL I 1 \ :•'. - 1 I NOT TO SCALE ' 1 � 1 \ • .a :- :. e; -`• I".r•-+- ` •, -- 0.1 '' ••• o • ••• ;.a;..'•I,.. • . : �. •': ��a'-•• • •-`•-• 1 � � � �t �W/� � 12" CONCRETE ANCHOR TEMPORARY SEDIMENT TRAP/CULVERT OUTLET DETAIL SFIIIMFNT TRAP CAI CI11 ATIONS \ 1\ I \ \\ •• • •Q �.. Qr .• 1':': 1 .. � ... .•a�"1'i •, \ \ 1 II I I �� Z 1 1�II Z TABLE 6.1: GENERAL EROSION AND SEDIMENT CONTROL NOTES: a. , 'I 1 / \\ 1 VO ES -1: Unless otherwise indicated, all vegetative and structural erosion and sediment control / %. ��� \ O ` practices will be constructed and maintained according to minimum standards and specifications ; of the Virginia Erosion and Sediment Control Handbook and Virginia Regulations VR 625-02-00 1 �� ' / _ - 1 .. I R 1 Erosion and Sediment Control Regulations. 1 : • `,-. / , -. I I' 'I ' ~ W 640 ES -2: The plan approving authority must be notified one week prior to the preconstruction 1 tl j conference, one week prior to the commencement of land disturbing activity, and one week prior A. to the final inspection. 1 �� v ES -3: All erosion and sediment control measures are to be placed prior to or as the first step in clearing. \\ a_ _T� • •" �'• ,,:.-�-`,. \ ■ _ 4 � a .Y ES -4: A copy of the approved erosion and sediment control plan shall be maintained on the site \ \ �� _ - •'�•.� _-' - _ •'.= • - _ _ _ _ _ _ �� " N at all times. _G) IOU / CAI = ES -5: Prior to commencing land disturbing activities in areas other than indicated on these plans � 1 � / / �, � \ � 1 � (n = I (including, but not limited to, off-site borrow or waste areas), the contractor shall submit a ' 1 1 / / // i'�\ 111 111 Z D N supplementary erosion control plan to the owner for review and approval by the plan approving / / / Q authority. / / i1 I I \ I ��/ // , \\ \ _ J = YM Z ES -6: The contractor is responsible for installation of any additional erosion control measures /� �I 1 1 _ =4Y O °;d necessary to prevent erosion and sedimentation as determined by the plan approving authority. // 1 1 \\ // / \ - - -- ' 1 W Z 0 N O ES -7: All disturbed areas are to drain to approved sediment control measures at all times during / �\ \��� �\ j I �� I I"' m I V land disturbing activities and during site development until final stabilization is achieved. i \�\-------t_/ \ Z EE ES -8: During dewatering operations, water will be pumped into an approved filtering device. ES -9: The contractor shall inspect all erosion control measures periodically and after each -_-`` V Q / runoff -producing rainfall event. Any necessary repairs or cleanup to maintain the effectiveness of ^ ' �� �� --�-_ '/ ��� 1111 , W the erosion control devices shall be made immediately. \ \ N, tt , W ES -10: All temporary controls shall be removed within 30 days once no longer needed. Trapped sediments shall be removed and stabilized. w O \ \ �M wu 1 \�_j \ 1 ISI CD I % \ \ \ TRAP ID TOTAL TOTAL WET WET WET DRY DRY DRY H/Ho TOP OF WIDTH DRAINAGE STORAGE STORAGE DEPTH STORAGE AREA STORAGE VOLUME STORAGE DEPTH STORAGE AREA STORAGE VOLUME EMBANKMEN OF AREA VOLUME REO'D. WIDTH OUTLET TRAP f11 .75 acres 368 c.y. (9,936 c.f.) 5.00 ft. 2,300 s.f. 5,530 c.f. 1.50 ft. 13,000 s.f. 5,900 c.f. 0' 3.0 • / 3 ft. pipe P P DIVERSION RIDGE REQUIRED WHERE GRADE EXCEEDS 2% 2 % OR GREATER EXISTING PAVED _ _ °' �- III ROADWAY FILTER FABRIC SECTIONA -A NOTE: SPILLWAY USE NDBAGS, STRAW BALES SEDIMENT BARRIER OR HER APPROVED METHODS (STRAW BALE TYPE SHOWN) TO HANNELIZE RUNOFF To BASIN AS EQUIRED. SUPPLY WATER TO WASH WHEELS IF NECESSARY. aoryo � F1.oa -�/� -- FLOW ON P-• 40 0- A Q o I A 2"-3" COURSE z AGGREGATE MIN. 6" THICK `�•cj$N ° .°`�•A. oeP•O ° an° °•0sg a° O° p sOi�aao« °cc Of o X80 O z DIVERSION RIDGE I= In X70' MIN. Lu PLAN NOTES: 1. THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION THAT WILL PREVENT TRACKING OR FLOWING OF SEDIMENT ONTO PUBLIC RIGHTS- OF-WAY. THIS MAY REQUIRE TOP DRESSING, REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. 2. WHEN NECESSARY, WHEELS SHALL BE CLEANED TEMPORARY PRIOR TO ENTRANCE ONTO PUBLIC RIGHT-OF-WAY. GRAVEL 3. WHEN WASHING IS REQUIRED, IT SHALL BE DONE ON AN AREA STABILIZED WITH CRUSHED STONE THAT DRAINS INTO AN APPROVED SEDIMENT TRAP CONSTRUCTION OR SEDIMENT BASIN. ENTRANCE/EXIT STEEL OR WOOD POST T T 12" MIN. EXTRA STRENGTH FILTER FABRIC NEEDED WITH WIRE SUPPORT I I \ N E O ° ' I/ �1 Cn N N 25' A&IVE BUFFER \ / / I I I I II W0 't q- ( / > L0 In aa- ` /INACTNEBUFFER --= lo, 1 1 J LLJ W v� WU BACK OF SIDEWALK A CATCH BASIN /' �' S. W -� / NEW■� � 1, I I W o U O __ .. I MMOO•• i I �,,,Uj U FLOW-- -- ---T-- � -- -- -- -- ---r-- -- -- '� - -- I ; L)� w FLOW 001 2X4 WOOD STUD LIMITS OF DIkTURBANCE \ i \ _ d BACK OF CURB CONCRETE BLOCK CURB INLET I I I I I I I I I -I 10 FT MAX. SPACING WITH 1 IRE SUPPORT FENCE DNDING HT. PONDING HT. # _-�/ / I I ? W WIRE & FILTER FABRIC '\•{O - -- 63 I (n Z ATTACH SECURELYo or� o a�g N \\ / TO UPSTREAM z _ �1 Z SIDE OF POST. o 1Ld RUNOFF a a9pt• e.a •,� •,a �o.ofa "40' •y . ao•.�o,y •.a���4S3' g �qX WIRE SCREEN OR (RECOMMENDED) .,r.• FILTER FABRIC A CONCRETE BLOCK I II DRAGE HI PLAN VIEW t,i C) / AyTH of PONDING HEIGHT 12" MINIM �• Li I �!�'�- 4"x6" TRENCH III- OVERFLOW CONCRETE BLOCK II II BACKFILL COMPACTED II -II GRAVEL II - 1J N C. LEWIS � i ��I Lic. No. 021621 CURB INLET STANDARD DETAIL ALTERNATE DETAIL 11- / WIRE SCREEN OR I I I I-111- 3� Q 3� 9� t r' TRENCH WITH NATIVE BACKFILL TRENCH WITH GRAVEL FILTER FABRIC / _I I1=I I CATCH BASIN 11- _ ! �' S E � NOTE: 4. SET POSTS AND EXCAVATE A 4"x4" 2X4 WOOD STUD 111 / / / \.! I S ZONAL r 1. INSPECT AND REPAIR FENCE AFTER EACH TRENCH UPSLOPE ANLONG THE LINE OF POSTS. y v A it NA STORM EVENT AND REMOVE SEDIMENT WHEN I,I / J JII SURVEY: C.L: SUR NECESSARY. 5. STAPLE WIRE FENCING TO THE POSTS. SECTION A - A Scale I n Feet /; %� 2. REMOVED SEDIMENT SHALL BE DEPOSITED Is TO AN AREA THAT WILL NOT CONTRIBUTE 6. ATTACH WIRE FILTER FABRIC TO THE WIRE DTES: PHASE 2 E 8c S PLAN ,� ,,�,. - SEDIMENT OFF-SITE AND CAN BE PERMANENTLY FENCING AND EXTEND R INTO THE TRENCH. 1. USE BLOCK AND GRAVEL TYPE SEDIMENT -- SCALE: 1 =30 f'' --_. .,/ / DRAWN BY: JOB NO.: STABILIZED. 7. BACKFILL AND COMPACT THE EXCAVATED BARRIER WHEN CURB INLET IS LOCATED IN Y P -L 1706001 3. SILT FENCE SHALL BE PLACED ON SLOPE SOIL. GENTLY SLOPING STREET SEGMENT, WHERE SCALE: WATER CAN POND AND ALLOW SEDIMENT TO y� �/ CONTOURS TO MAXIMIZE PONDING EFFICIENCY. SEPARATE FROM RUNOFF. / / SHOWN 11/20/18 SILT FENCE DETAIL WITH WIRE SUPPORT FROM SEVERE STORM 2. BARRIER SHALL ALLOW FOR OVERFLOW EENT. CURB INLET NOT TO SCALE ADDAPTED FROM: 1992 VA E&S CONTROL HANDBOOK 375 �ERPECT EACH�STORM EVENT. SEDIMENT IERS AND T A DENT SEDIMENT BARRIER // / SHEET: GRAVEL MUST BE REMOVED FROM THE r- 4/18 TRAVELED WAY IMMEDIATELY. REZONING REQUEST PROFFER Property Identi%tion Number 34-A-2 and 34-A-4 Stonewall Magisterial District Frederick County, Virginia Sempeies Property Preliminary Matters Pursuant to Section 15.1 - 49 LI et• sea-, of the code of Virginia, 1950, as amended, and the provisions of the Frederick County Zoning Ordinance with respect to conditional zoning, the undersigned applicant hereby proffers that in the event the Board of Supervisors of Frederick County, Virginia, shalt approve Rezoning Application #n2- J_ for the rezoning of x01.9189 acres from Rural Area (RA) Zoning District to Light Industrial (M -l) and I0-3492 acres from Rural Areas (RA) to Business General (B-2) development of the subject property shall be done in conformity with the terms and conditions set forth herein, except to the extent that such terms and conditions may be subsequently amended or revised b the applicant and such be approved Y q Y y PP PP by the Frederick County Board of Supervisors in accordance with Virginia law. Should this petition for rezoning not be approved by the Board of Supervisors then these proffers shall be deemed withdrawn and of no effect whatsoever. These proffers shall be binding upon the applicant and their legal successor or assigns. General Development Plan The development of the subject property, and the submission of any Master Development Plan shall be in conformance with all pertinent County regulations and shalt be in substantial conformity with the Generalized Development flan (GDP), dated March 8, 2004, which is attached hereto and incorporated herein by reference. Street Improvements The Applicant shall design and construct an industrial access road including entrance improvements on U.S. Route 1 I consistent with the County's adopted North Fast Land Use Plan for the area, and according to uniform standards established by the Virginia Department of Transportation (VDOT), and as may be provided in these proffers as illustrated on the Generalized Development Plan which is attached hereto and incorporated herein by reference. The road improvements shall include the following: a. Along the property frontage on U.S. Route 11, the applicant shall construct curb and gutter and storm sewer with a 12' or wider lane widening consistent with VDOT commercial entrance standards. The applicant shall dedicate an additional 14' of right of way along property frontage with U.S. Route 11. Two 36' or larger commercial entrances shall be installed in approved locations, one south and one north of the industrial access road intersection. (See 1 on the GDP), The southern commercial entrance shall be right in/out in accordance with VDOT requirements. Respectfully submitted, Page I of 5 Revision 4127/04 f'R.OP 'RTY OWNL-R F j by_Icy: Ge ge M. Sernpeles Carol T, Sempeles Bate: > sr� _! �.._ gate `t�3/�,_. ,_._ STATF=, OF VIRGfNIA, A1' LARGE FRE-Dl'RICK COI[JNPY, `i'o-wit �c The foregoing instrument was acknowledged before me thisa .-day of 2004, by My commission expires �� 7 ?c�C_' Notary Public� Page 4 of 5 R oiion 4ld7104 Rrmaing Request Proffer Property Identification Number 34-A-2 and 34-A4 Stonewall Magisterial District b. The applicant shall construct an industrial access road to VDOT standards with centerline intersection equal to the centerline intersection of Rest Church Road and U.& Route l I. The industrial access shall connect with Woodbine (See 2 on the GDP). The configuration and location of this collector road addition to the road system shall be adjusted to conform with actual proposed use of the site subject to Frederick County and VDOT approval at the site plan stage of development The right of way width for this road shall be 80'. C. The applicant shall modify the VDOT proposed stoplight from 3 way to 4 way intersection: (See 3 on the GDP). d. The applicant shall enter into a signalization agreement involving partial cost sharing for the Woodbine Road/Route 11 intersection, Establishment of the signalization agreement will correspond with development of the industrial (M1) portion of the site, and will therefore occur prior to approval of the first site plan for MI development. The timing for ultimate signalization of the intersection will be determined by VDOY e, The applicant agrees to provide a TIA for each industrial (M-1) use at the time of site plan; Additional street improvements suggested by the TTA will be negotiated with VDOT as a part of the land use permit, Landscape Design Features The development of the subject property, and the submission Many Master Development Plan shall include the following landscape design features provided in these proffers and as illustrated on the Generalized Development Plan dated March 8, 2404 which is attached hereto and incorporated herein by reference: • A twenty foot (20') landscaped green strip along the US Route 11 frontage portion of the site. (See 5 on the GDP), Features within the landscape greets strip include a low berm (30" or less) with suitable low profile landscaping that will not conflict with sight distance at entrances. On Site Development The applicant expects the industrial zoned portion of the site to develop with a minimum of I and maximum of 8 end users depending on marketing conditions at the time of sale. Covenants and restrictions of record shall control the standards of construction to include: a. Facade materials of buildings facing street to be concrete masonry {CML;} brick, architectural block, dry vit or other simulated stucco, real or simulated wood or glass. Page 2 of 5 Revision 4/27/04 PROf'050 Z26 N2 AREA 8-2 ZoningCommercial Sites) 9.9997 Ac 8-2 Zoning (RI'W tedicotion) /1.3435 Ac hI-1 .70nlnq tn1,9I89 Ac _ TOTAL AREA 112.2682 Ac ' EEMPF., CIC F;rr'OP RFI " CJC lL L f 1Pivr<[,1117' PIAN A1"+ ri?iUtKt�k` COUNTY, ✓ikiil+i+:A. page 5 of b. All buildings within the development on the property shall be constructed using compatible architectural style and materials, and signage for such buildings shall be of a similar style and materials. c. All buildings within the property shall be developed as a cohesive entity, ensuring that building, placement, architectural treatment, parking lot lighting„ landscaping, trash disposal, vehicular and pedestrian circulation and other development elements work together functionally and aesthetically. Additional Site Proffers In addition to the proffers above, the applicant shall implement the following design standards in construction on this site. a. All utilities to be underground. b 2" caliper street trees on 50' centers along, both sides of industrial access road. c. Stormwater management pond facilities shall be lined with impervious liner materials to preclude groundwater impacts. d. All commercial and industrial structures shall have a geotechnical analysis and study prepared prior to site plan approval. e, Any use involving the retail or wholesale sale of diesel fuel for over the road truck carriers shall not be conducted or performed on this site either in the commercial or industrial zones. 1`Monetary Contribution to Off -let Impact of Development The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick, Virginia; approves the rezoning for the 1 ] 2.2681 acre site lying on the east side of U.S. Route 11 in the Stonewall Magisterial District of Frederick County, Virginia from RA to M-1 and B-2, the undersigned will pay to Frederick County for the Clearbrook Fire and any Rescue 'ComP . the sum of $15,000.00 the Sheriffs Office the surra of $3,000-00 and the Administration Building the sum of $2,000.00 for a total payment of $20;000.00, at the time the first building permit is issued. The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in interest of the Applicant and Owner, lathe event the Frederick County Board of Supervisors Want said rezoning and accepts these conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set firth in the Frederick Count Cade. y Page.3 of 5 Revision 4127//)4 0 0 V O W O Z Cn X LL- LL- 0 f_LiO W 0- w J g 0 Z J N Ca =a> �Cf) 1 g=YMZ C'ZO�� H � m N U a Z o U J = U p H Ix LL U LLJ O ■ JOB NO. 1706001 SCALE: DATE: J O SHEET: 5/ 18 ■ N a wo ~�o NMl= ■ NU /� f.. W 0 Q 1 N N N L Q ZOf W O O 0 O o J LLI r 1 LrJ f i J c1bert W. diflbrd �is & t)ssocioles, ir1C Eror**" [.arid Mwt*ra Wit1w ov4 ty 111 F >'KodJkt St Yrn,encstrr; Y¢t1;ra� 22631 a1 o L� v page 5 of b. All buildings within the development on the property shall be constructed using compatible architectural style and materials, and signage for such buildings shall be of a similar style and materials. c. All buildings within the property shall be developed as a cohesive entity, ensuring that building, placement, architectural treatment, parking lot lighting„ landscaping, trash disposal, vehicular and pedestrian circulation and other development elements work together functionally and aesthetically. Additional Site Proffers In addition to the proffers above, the applicant shall implement the following design standards in construction on this site. a. All utilities to be underground. b 2" caliper street trees on 50' centers along, both sides of industrial access road. c. Stormwater management pond facilities shall be lined with impervious liner materials to preclude groundwater impacts. d. All commercial and industrial structures shall have a geotechnical analysis and study prepared prior to site plan approval. e, Any use involving the retail or wholesale sale of diesel fuel for over the road truck carriers shall not be conducted or performed on this site either in the commercial or industrial zones. 1`Monetary Contribution to Off -let Impact of Development The undersigned, who owns the above described property hereby voluntarily proffers that if the Board of Supervisors for the County of Frederick, Virginia; approves the rezoning for the 1 ] 2.2681 acre site lying on the east side of U.S. Route 11 in the Stonewall Magisterial District of Frederick County, Virginia from RA to M-1 and B-2, the undersigned will pay to Frederick County for the Clearbrook Fire and any Rescue 'ComP . the sum of $15,000.00 the Sheriffs Office the surra of $3,000-00 and the Administration Building the sum of $2,000.00 for a total payment of $20;000.00, at the time the first building permit is issued. The conditions proffered above shall be binding upon the heirs, executors, administrators, assigns and successors in interest of the Applicant and Owner, lathe event the Frederick County Board of Supervisors Want said rezoning and accepts these conditions, the proffered conditions shall apply to the land rezoned in addition to other requirements set firth in the Frederick Count Cade. y Page.3 of 5 Revision 4127//)4 0 0 V O W O Z Cn X LL- LL- 0 f_LiO W 0- w J g 0 Z J N Ca =a> �Cf) 1 g=YMZ C'ZO�� H � m N U a Z o U J = U p H Ix LL U LLJ O ■ JOB NO. 1706001 SCALE: DATE: J O SHEET: 5/ 18 ■ N a wo ~�o NMl= ■ NU /� U •3 W 0 Q 1 N N N L Q ZOf W O O 0 O o J LLI 1 LrJ tJ~c WW W Q = s E CL oLLIZ Z a1 o L� v Z U ~ W a» a00 a 0V) z� J Li.J LLJ ::) Z maZ O 0 Z il TH,OF v J � .LEWIS 9 No. 021621 ZS _ZONAL _ SURVEY: C, l,: P -L NA DRAWN BY: P -L JOB NO. 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 5/ 18 r � 1 SANITARY SEWER STRUCTURE TABLE STR EX2% TOP = 643.02' 8" INV IN= 627.17' 8" INV OUT = 626.99' STR EX3 TOP = 633.93' 8" INV IN= 623.93' 8" INV OUT = 623.77' STR EX4 TOP = 628.98' 8" INV IN= 623.34' 8" INV OUT = 623.20' STORM SEWER STRUCTURE TABLE STR 1 DI -3C, L=10' TOP=637.10 8" IN FROM CANOPY=633.30 15" OUT TO 2=633.10 STR 2 DI -3A TOP= 635.60 15" IN FROM 1=631.70 15" OUT TO 6=631.60 RED -11 ITH STR 6 Ps. E G MH -1 P c TO TOP=637.00 ECLUD POND! EX. 15" IN FROM EX. INLET=630.35 15" IN FROM 2=630.35 15" OUT TO 7=630.20 �I STR 7 DI -3C, L=6' TOP=637.00 4' MS - 15" IN FROM 6=629.10 CONCR 15" IN FROM 8=629.10 ONLY 18" OUT TO 10=628.85 STR 8 MH -1 TOP=637.60 15" IN FROM 9=631.70 15" OUT TO 7=631.60 €`M° a: STR 9 W ,° DI -3C, L=8' TOP= 637.30 iJ 8" IN FROM ROOF=633.60 iJ 15" OUT TO 8=633.30 �- i� STR 10 ES -1 W TOP=635.60 I j Ir 18" IN FROM 7=628.40 I W /V 11 11 wll II 11 ``'ll 11 MATCH NEW WALK TO ADA W RA MP � 8"X4" TAP AND 10. OF 4"0 PIPE BY FREDERICk WATER -BUILDING SEWER LATERAL INV -624.4# INSTALL GREASE TRAP INSIDE BUILDING THE CO FURNISHN L� S L ADJUST, EXISTINGFREDERICK ' ANO TEST THE AS REQUIRED By THE ININSPECTORSPECTOATER � ANEW DRAINAGE ESMT. TEMPORARY SWM POND \ OUTFALL CONTROL // CULVERT W�4J �- W W� i i I ( � I Lu z J a EX. CG -7 z � VARIES r NWS za I " II T I J /30 0 30 90 C/mmm I Scale in Feet 15» RC63� �1S \nv ' £x• St 6 43 .95 inv \ns�663� �3 SoP$ (W6gt) \nv• \n 18 w RCP �No'thCut� 629.68. kinder U63210 24 R �/ PROVIDE RESTRIPING AS REQ D BY VDOT EX'derdro\n On $ 633.55 �\ Inv • 1 1 t r-� \ \ 4 ES \ \ Gro`je\ �\ •``�- j r`K'�� 15" RCP t 12 MH 1% SLOPE ( 2.4% SLOPE ■ J O t TAPER SOUTHBOUND LANE N LANE NORTHBOUND LANE LEFT Tif RIGHT TURN LANE VARIES 12' 1 12' 12'------- W— O CON N a r i VAF�IES Cn (n N1 3OUTE 11 TYPICAL SECTION VIEW- NORTHBOUND NOT TO SCALE 5 SIDEWALK. CG -7 1.63% SLOPE RIGHT TURN LANE WESTBOUND LANE WESTBOUND LANE LEFT TU N LANE —12' 12' 12' 121, 4' RAISED MEDIAN I (z 6 z ETE SIDEWALK 1.83% SLOPE 2% f � EAST BOUND LANE EAST BOUND LANE 3.5' 12' 12'0-1 91' w■ ■A■�■wAA wA■ ■■ w■ i � ww w�iw■w � ■ ww ww■w� ■ ■ i■w■�. � � www w■ .�.w NOT TO SCALE D Z mto Z 0- N Z W 0N� W Q U_ L 0_ r Ld r W H D � n 0 Z J 04 r� J � � u)=a� ZO�M� a-YO�� ZO F- L- m N U a NZ( 0 .6Fx = U 0 W H w U - U W O Of a- ■ 6 ■ J O ■ N O N C. LEWIS 9 No. 021621 E W— O CON N a r O U Cn (n N1 � � SURVEY: W Q 1-3: N N (0� N L Q z +- SCALE: DATE: SHOWN 11/20/18 J Ld W 0 U U F— c — W U) Q = s E Q O •_ 0 U LLJ z OO 6 Z U ~ W LLJ r� Q 00 a U� z� J W W Z0 O 11Z � O N C. LEWIS 9 No. 021621 ONAL 13 SURVEY: I. P—L NA DRAWN BY: JOB NO.: P—L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 6/18 SANITARY SEWER STRUCTURE TABLE STR EX2 TOP = 643.02' 8" INV IN= 627.17' 8" INV OUT = 626.99' STR EX3 TOP = 633.93' 8" INV IN= 623.93' 8" INV OUT = 623.77' STR EX4 TOP = 628.98' 8" INV IN= 623.34' 8" INV OUT = 623.20' STORM SEWER STRUCTURE TABLE STR 1 DI -3C, L=10' TOP=637.10 8" IN FROM CANOPY=633.30 15" OUT TO 2=633.10 STR 2 DI -3A TOP=635.60 15" IN FROM 1=631.70 15" OUT TO 6=631.60 STR 6 MH -1 TOP=637.00 EX. 15" IN FROM EX. INLET=630.35 15" IN FROM 2=630.35 15" OUT TO 7=630.20 STR 7 DI -3C, L=6' TOP=637.00 15" IN FROM 6=629.10 15" IN FROM 8=629.10 18" OUT TO 10=628.85 STR 8 MH -1 TOP=637.60 15" IN FROM 9=631.70 15" OUT TO 7=631.60 STR 9 DI -3C, L=8' TOP= 637.30 8" IN FROM ROOF=633.60 15" OUT TO 8=633.30 STR 10 ES -1 TOP=635.60 18" IN FROM 7=628.40 x 5A2•'� /xy648,7A x 642`45 % 64 %JL.cb-z, 643.02 x 542.84 ., yi2.47 I�/ ..0.82 Z \\ x 6339PA % 63836 % 636,3`4 % 638'83 - +y% 537.91,` 631 % 631.97 .. 63771 x 64291 % 643.02 % 63918 � % 535,56 a XavO _no 37$6 I5 RCP W1�S 632• Inv• MH O EX' S{orm 634•g5log AeERCP �(Novoi I�v'629.E �l1 u^deCd62632�9 532.17 24" RC Inv' but In � 634D7 ^5 e0001< / IEX�--•� 4"'�.•._. i 637 A7 x b36g's 63 A,{3 �l\m-=•". Ce / 3 , 1 39 } 7 4 37 635 �...%_• �� 4'+I { x � • • i a %63S'.:3 \ \ .% 53h %..o3, 0 Z-_ S 634.89 / �k s 5317 6378 635. bl Aa i Y %633 %f5 7'� .... % . ?.... t}i EX• e(d�p1n I % b33. �,x £,3 35,• % 5gg:3`� yrypupw % Vnd 633.55' 637y i %W'• fi3gx 5374 %4, \ \ / \ ,3 x 6 ��31. -A � �1 Aso % 534 2' 4l w �^ % i+•� \ 636.66c 631461 s % 533.2, ^r•, ., � W /E$ � � flA \ � 7as.�` % 63457634.15 5•' $ Y % 3l? b� a.3b 534,24 53436 % • 635.19 EZx 53330 ' x a a: %6 % 638:.' % � t %,43 s H6 6 a7 \ W 'r J / I 1 / %y, f n3 {6 a3 X176 S \ x63117 6.5 ,cY 161fl "�W/E �A RCP � 631.72 % � 534 �2 � 635.73 i l \% 63147 "..J,: " `•t x��,.�J r y.,, -.p ,.`.` ` .,,�?4C3-r ® .. X 6� 4 vc �31 3180 I 63887 k 6��'1'4; x �b�y.05 ' /'A \ 634.16 1 1% 634.15 / % 6'33 / b34k1$ R 1 / 31.43% 1 /1 U 11 �� o � 1� x 5e r� as % 53fl. f x i.'vS'12 'A f 4 'A Scale in Feet Z 0- Z Of 0 a 0z J C-4 Zn x: > z0 ft) - (LYOM� ZO H u- m N U Cf)z�Qa�_ J M = U p H Ix OF ���AyTH �r�P ■ c M I/ 4 % 43''3 6A3'�3 5 i 43.5s6431 �i \ '02In f0 u d: n j jt0 11 .6 x / 38 91 9fi^ it E "" r p x aES4� % j `•, M O N P -L 2, ♦/_/ W oQ N N �� �?o GIC SCALE: DATE: SHOWN 9/18/19 ,. 6419 X252 - Z �Of�0a _ r°Uraia x 5A2•'� /xy648,7A x 642`45 % 64 %JL.cb-z, 643.02 x 542.84 ., yi2.47 I�/ ..0.82 Z \\ x 6339PA % 63836 % 636,3`4 % 638'83 - +y% 537.91,` 631 % 631.97 .. 63771 x 64291 % 643.02 % 63918 � % 535,56 a XavO _no 37$6 I5 RCP W1�S 632• Inv• MH O EX' S{orm 634•g5log AeERCP �(Novoi I�v'629.E �l1 u^deCd62632�9 532.17 24" RC Inv' but In � 634D7 ^5 e0001< / IEX�--•� 4"'�.•._. i 637 A7 x b36g's 63 A,{3 �l\m-=•". Ce / 3 , 1 39 } 7 4 37 635 �...%_• �� 4'+I { x � • • i a %63S'.:3 \ \ .% 53h %..o3, 0 Z-_ S 634.89 / �k s 5317 6378 635. bl Aa i Y %633 %f5 7'� .... % . ?.... t}i EX• e(d�p1n I % b33. �,x £,3 35,• % 5gg:3`� yrypupw % Vnd 633.55' 637y i %W'• fi3gx 5374 %4, \ \ / \ ,3 x 6 ��31. -A � �1 Aso % 534 2' 4l w �^ % i+•� \ 636.66c 631461 s % 533.2, ^r•, ., � W /E$ � � flA \ � 7as.�` % 63457634.15 5•' $ Y % 3l? b� a.3b 534,24 53436 % • 635.19 EZx 53330 ' x a a: %6 % 638:.' % � t %,43 s H6 6 a7 \ W 'r J / I 1 / %y, f n3 {6 a3 X176 S \ x63117 6.5 ,cY 161fl "�W/E �A RCP � 631.72 % � 534 �2 � 635.73 i l \% 63147 "..J,: " `•t x��,.�J r y.,, -.p ,.`.` ` .,,�?4C3-r ® .. X 6� 4 vc �31 3180 I 63887 k 6��'1'4; x �b�y.05 ' /'A \ 634.16 1 1% 634.15 / % 6'33 / b34k1$ R 1 / 31.43% 1 /1 U 11 �� o � 1� x 5e r� as % 53fl. f x i.'vS'12 'A f 4 'A Scale in Feet Z 0- Z Of 0 a 0z J C-4 Zn x: > z0 ft) - (LYOM� ZO H u- m N U Cf)z�Qa�_ J M = U p H Ix Z V J W W U O W OF ���AyTH �r�P ■ O .I ■ N ic. No. 021621 - E W O N `sSIONAL ♦ /1 N P -L 2, ♦/_/ W oQ N N �� 3 N a� GIC SCALE: DATE: SHOWN 9/18/19 W �Of�0a _ U ~ c O � Lu W' W L E O 0 -j- �_ _Q�-_ O U a U Z ~ Li W Z �� Z V J W W U O W OF ���AyTH �r�P Gam, LEWIS ic. No. 021621 w� `sSIONAL SURVEY: C. I.: P -L 2, DRAWN BY: JOB NO.: P -L 1706001 GIC SCALE: DATE: SHOWN 9/18/19 SHEET: 7/-1 8 3959 3y72���'L�`3572� Tu- % 600 639.2 , % 6AA.z C % 6AA.5 % 838,78 639.5/ % 637.12 WATERLINE PROFILE V. r _jr FVMT 1" =5(.0' 24" min. clear opening _ 3/41' concrete anchor 40 °• finished bolts (4 each) 120 grade concrete ASTMC-150. Tc % 9.4 76 • 6 r - 11 80 63933 J / •• _ oQLLI % 64.36 100 / 4 tD polypropylene steps ° joint sealant to be W 650 LL {43 developed areas 18" '4 joint gasket shall be / 650 645 6" stone • � V:.7 G E - 645 53 TC % b. The frame and cover shall be set to final grade. XISTIN .95 NC 639.J 638.77 Z ` % 636,75 % fi36,6% o TC %�. : order. 8. For services that connect to existing lines: 5990 z fi"?_36 640 ..._�_.___.._� 1. all 5ii3"x3/4", 3V% 1 ", 1Y2" and 2" water services. )N , % 78 •7`13 3 / 1. coordinate (or have the contractor coordinate) the location of the 2.3 X32. .. •' % 63 M N. COVER 635 check valve or RPZ, as required). •r The assembly must meet ASSE standard number 1015 or 1013. _ 10. All fire lines must have backflow prevention assembly (detector double 635 %�j7e ♦.•. The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall PVMT TC HR 6 898 % 63853 /% 635834.96 / 39.95 UNC % 6�7 �: • •• 11. Frederick Water shall review the mechanical plan(s) for design and material 1 0'_7_ 0 DIP a. domestic water meter and its backflow Prevention device and/or its / b. fire service line's backflow prevention device. FF=640.00N4 CATION O �7 _ 0'-8"0 5 •0CL DIP % AgYr / C) received before substantial completion is issued . -8" WL- - _W1 IF CQVF� E-_ •�.. 'k. _ % 638.2`] % 633.57 INSUFFICIEN % 63258 I M O �631341� APP OX. LOCATION F _._-...-.-F a It- --__ __ _.___-- j - _- TARY- W MATE E ..4 777111 %6388 I 63A 1 _INST LLATION WITH �$ / f- 799 A • FRED / I ._..._.__�._�_. 30 0 30 90 Scale in Feet U WATERLINE PROFILE V. (11 max) unless otherwise directed (top shall be set 24" CALES: (H) 1" =5(.0' 24" min. clear opening min. above grade in undeveloped areas) 3/41' concrete anchor 40 °• finished bolts (4 each) 120 grade concrete ASTMC-150. 8" square skid pad 5' 4000 psi 80 1 12' or 16' (typ.) exterior of all sections to 140 thick around have waterproof coating oQLLI ; 80 100 manhole frame inI. 16" tD polypropylene steps ° joint sealant to be W 650 applied on lower developed areas 18" '4 joint gasket shall be 650 645 6" stone • � RPS G E - 645 60 L b. The frame and cover shall be set to final grade. XISTIN ADE 24" min. in undeveloped areas Z 21 inches. H Li d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: 640 ..._�_.___.._� 1. all 5ii3"x3/4", 3V% 1 ", 1Y2" and 2" water services. 2. all sewer services. b. The owner/developer shall: 640 1. coordinate (or have the contractor coordinate) the location of the S ervice lateral M N. COVER 635 check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. _ 10. All fire lines must have backflow prevention assembly (detector double 635 check valve of RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plan(s) for design and material 1 0'_7_ 0 DIP a. domestic water meter and its backflow Prevention device and/or its b. fire service line's backflow prevention device. APPROX. L CATION O �7 _ 0'-8"0 5 •0CL DIP 630 C) received before substantial completion is issued . -8" WL- - _W1 IF CQVF� E-_ __. _ 630 INSUFFICIEN M O APP OX. LOCATION F _._-...-.-F a It- --__ __ _.___-- j - _- TARY- W MATE E _INST LLATION WITH f- FRED ERICK WATER. ._..._.__�._�_. Z U J J to LL Z v z w o M 2 O u7 N 0 _ 0 0 - O (O N _17 O 101 + 1 10+00 11+00 spigot by gasketed bell! 451 bend -- T minimum - gasketed Pipe and linings 8",x 4" gasketed bell wye solvent weld cap Property tine fGrt,ieds grade location marker 36' mtn. cover stone 45° --1 4"' pipe at 2.00% minimum grade All pipe and fittings shall be SDR 35/25 GRAVITY SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS .22 - treated 2"x 4' whit - top ti painted green FEB 09 6' dia. schedule 40 steel pipe filled with concrete and painted yellow finished if•:'s grade 2' 18" dia. a «s concrete :. , : :w encasement s f- x:- BOLLARD DETAIL NOTE: Weep holes shall not be subject to being submerged. If installation is in an area having a high groundwater table, the Authority's engineer shall be contacted for hydrant relocation. general backfill location marker location CONCRETE CRADLE a" 24" select backfill location mark 112 0,D. STANDARD locatioi 24' select backfill 12" All backfill to be compacted to 95°% of ASTM D698 maximum density, 12" 24" select. backfill 6" 6" CONCRETE ENCASEMENT TRENCH & BEDDING -1- CertainTeed Rexus 24" manhole cover no. CDRU60EH 2' custom setter (meter by FCSA) varies at property line (see note 3) 2' max. concrete pad 18" dia. x 6" deep 6" stone 4. roadway box -7- 2" CTS polyethylene 27'-29- } C tubing (PET) 200 psi ti 12" 48" min. w/ SS inserts at all connections 44- MAR18 concrete wedge anchor bolt - 4 ea. 2" adjustment ring with butyl joint sealant on top and bottom standard flat top for 4' diameter manhole finished grade of pavement or earth meter interface unit ° bracket furnished by FCSA and installed by contractor 41,1 3' riser section for 4' diameter manhole with cutouts • 3' min. concrete d 1'-6" dia. x 6" dee 900 //, 2' min. as required 11 Pa P finished 6" stone solid support block11 s grade under custom setter 12 gauge solid insulated PJ X FIP coupling and 2 min. - 6 max. saddle with corporation stop copper wire for line tracing, MIP plastic plug e" stone taped at 10 foot intervals p P 9 water main .. (see note 4 ) stone to be screw type adjustable valve box ball valve curb stop with PJ minimum of 5' valve box adaptorgate valve operating nut (CTS) both ends with 2" above top of base locator marker filter cloth stop 6- stone NOTES: joint - stone restraints 1. Water service crossing iin street shall be encased in ,. SCH 40 PVC or SDR 21pe. iP The piping shall run from one foot beyond sidewalk,across street, r s t eet to one foot beyond sidewalk. V. 2. Install 12 gauge solid insulated copper wire (for line tracing) from corp. stop to into the meter box [wrap wire around mechanical joint corp. stop; wire to be taped to top of PET at 10 foot _ swivel tee with intervals; come up into meter box; wrap around bottom of -•-••••'•"-� -" �"•'-'•"••'�•'•'�-'• 6" branch angle ball valve; terminate with 1 2 tail piece]. -B.!.X. r . XS.X:1B :::::.:::...;:•.:..._ -: CUTOUT DETAIL ..................:.... x:... iP•L loot [d.. (typical) M ................. <'. ..............exceed....... ............ •::. THIS WATER SERVICE CONFORMS TO THE UNIFORM STATEWIDE BUILDING CODE 1 %2" AND 2" FIRE HYDRANTASSEMBLY METER INSTALLATION -S- APR 09 -9- FEB 09 top of manhole at grade in pavement areas ° V. (11 max) unless otherwise directed (top shall be set 24" finished grade 1_6 24" min. clear opening min. above grade in undeveloped areas) 3/41' concrete anchor 40 °• finished bolts (4 each) 120 grade concrete ASTMC-150. 8" square skid pad 5' 4000 psi 80 1 12' or 16' (typ.) exterior of all sections to 140 thick around have waterproof coating oQLLI ; 80 100 manhole frame inI. 16" tD polypropylene steps ° joint sealant to be W 3/4" x 2" butyl applied on lower developed areas 18" '4 joint gasket shall be �' joint sealant either o -ring or profile 6" stone • � SCALE: DATE: 35" max. ' - - 60 L b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall 24" min. in undeveloped areas adjustment rings ° V. (11 max) 12" 16" 18" •• 4.. 3/41' concrete anchor 40 °• finished bolts (4 each) 120 grade concrete ASTMC-150. 8" .. 4000 psi 80 1 12' or 16' (typ.) exterior of all sections to 140 12" have waterproof coating oQLLI ; 80 100 steel reinforced „ •• 1"nominal size butyl 16" tD polypropylene steps ° joint sealant to be W •':. applied on lower 100 18" ledge of joint joint gasket shall be meters though 2 inch in size.• - either o -ring or profile 80 • � 5" • - pipe to manhole connection to be 8 by flexible sleeve invert channel to provide a smooth transition in to out, 3'-0" min. for all connections .' y ' 2'-0" max. 4'-0" max. ;ti.v; .. precast invertor r w-' '"'": y>;` • '• top of bench to be grout bottom to Y e ;_:: 3/4 die. a !; same elevation as top form channel %" •' ' 6 of pipe ' °• .. ', A 4 ....... :.:. : . �. 6" stone NOTES: 1. Manhole sections shall have an external coating of approved polymer film water proofing prior to installation. 2. If adjustment elevation exceeds two inches use concrete adjustment rings with a exterior coating of water proofing. 3. Final slope adjustment of manhole frame shall be by shims and non -shrink grout 4. Skid pad to be placed around manholes located in shoulders of roads 5. Flat top shall be used if height from invert out to rim is four feet or less. Frame to be 4" in height 6. There shall be a 0.20 foot drop in elevation through the manhole. STANDARD MANHOLE -15- FEB 09 Di [� L �I D2 Both joints of the fitting shall be restrained. In addition, all joints within the specified length on the large side of the reducer shall be restrained. L= restrained length of L (ft) D2 D1 pipe (PVC or DIP) D = pipe diameter REDUCER L �L I I L� D in In addition to restraining the connection, any joint that falls within the specified length shall be restrained. D 6" V. 8" 12" 16" 18" 20" 24" 6" 40 60 100 120 120 140 8" W 60 80 100 120 140 12" by a wet tap. oQLLI 60 80 100 120 16" tD 6. Exact locations of -water and sewer services on new lines are to be W 40 60 100 18" 7. Frederick Water's maintenance division shall furnish and install all water meters though 2 inch in size.• - 40 80 20" SCALE: DATE: Before a permanent meter is installed: C tv 'E - - 60 REDUCER L �L I I L� D in In addition to restraining the connection, any joint that falls within the specified length shall be restrained. D 6" V. 12" 15' 18" 20" 24" L ft 60 60 100 120 120 140 160 VALVE, DEAD END RESTRAINED JOINTS FOR REDUCER, GATE VALVE AND DEAD END -3- L = restrained length of pipe (PVC or DIP) D = pipe diameter FEB 09 FREDERICK WATER CONSTRUCTION NOTES 1. The Frederick Water Water and Sewer Standards and Specifications are 48" min. available at www.frederickwater.com. 2. The contractor shall adhere to Frederick Water's standards and specifications N in effect at the time of construction. valve restrained stone restraints O 3. The contractor shall coordinate with and arrange for inspection by Frederick E Water. W 4. The contractor shall connect a new sewer line to an existing manhole by 8"x 8"x 16" solid block core drilling the manhole. for 12" valve 5. A new water (or forced sewer) main shall be connected to an existing main .d� o by a wet tap. oQLLI Frederick Water shall furnish all needed material and make the tap. L An Application for Wet Tap shall be submitted and the initial fee paid `CV1 ONAL before the tap is made. tD 6. Exact locations of -water and sewer services on new lines are to be W coordinated with Frederick Water's o inspector. J 7. Frederick Water's maintenance division shall furnish and install all water meters though 2 inch in size.• 1 It is the contractor's responsibility to have the meter box assembly installed correctly. SCALE: DATE: Before a permanent meter is installed: C tv 'E a. The meter box, with its frame and cover, must be properly aligned WLd with the coppersetter. L b. The frame and cover shall be set to final grade. c. The distance between the top of the cover and the coppersetter shall be between 18 and Z 21 inches. H Li d. All components of the meter box assembly shall be in proper working order. 8. For services that connect to existing lines: a. Frederick Water shall furnish and install: 1. all 5ii3"x3/4", 3V% 1 ", 1Y2" and 2" water services. 2. all sewer services. b. The owner/developer shall: 1. coordinate (or have the contractor coordinate) the location of the S ervice lateral with Frederick Water's engineering assistant. 2. submit an Application for Service and pay the required fees. 9. All water service lines must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard number 1015 or 1013. 10. All fire lines must have backflow prevention assembly (detector double check valve of RPZ, as required). The assembly shall meet ASSE standard number 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 11. Frederick Water shall review the mechanical plan(s) for design and material approval of a building's: a. domestic water meter and its backflow Prevention device and/or its b. fire service line's backflow prevention device. 12. DEQ must also approve sewer pump stations. Frederick Water requires a copy of DEQ's Certificate to Operate and a copy of the station's DEQ approved 0&M manual. These documents must be C) received before substantial completion is issued and water meters released. O fr D_ concrete pad 18" dia. x 6" deep finished grade 6" stoney screw type adjustable valve box J 48" min. location marker valve box adaptor N joint valve restrained stone restraints to main ....... E .............. , 18" to 24" 8"x 8"x 16" solid block Ac'. No. 021621 for 12" valve 6", 8" and 12" .d� o concrete pad 18" dia. x 6"deep- \M/ W"M R 6° stone - screw type adjustable 48" min. valve box - valve restrained to main 0 ................... !Y::.................. 8"x 8"x 16" solid block Water finished grade Note: valve shall be bevel gear type valve box adaptor - 60" min. --� over -excavation -••••••stone .. 16", 18", 20" and 24" GATE VALVE -5- 6' stone J screw type adjustable valve box valve box adaptor concrete pad 18" dia. x 6' deep 24" min. Note: valve shall spur 9 be ear type O 0 W = J_ LL_ V) W 0 13- U J W M Q Z W tj Ix N W a 3 Q IO Z_ .1 N 0 0:: J �_ cWi�=aj > Z 0 re) gYoez �Z0 LLJI=mNU �Za� •JAW = U p Mw H IX LL ■ J O ■ N 2, Q. .� E wo N,� Ac'. No. 021621 (-4 N Lf) � .d� o • : Y:•a•'� oQLLI N NN (D(0 L `CV1 ONAL a Z tD N +" W (D 0 o C) O J w'vv© 1 t'-1 a_ a SCALE: DATE: U W C tv 'E WLd Q' W L O Z .0 Z � H Li W I� Q 00 0 fn 11111111Lcr-- Z Jw w =, 0 O Z U restrained 2, to main .� JN C. LEWIS 9 Ac'. No. 021621 811A 8"x 16' solid block .:rt^ -.ft• rrs. 'Si if .d� o • : Y:•a•'� s Cs `CV1 ONAL Forced Sewer SURVEY: C. I.: P -L 2' DRAWN BY: JOB N0. APR 09 P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: �/ 635 t Drng Area m C x A Tc Inlet O L CANOPY=633.30 Line Invert Elev HGL Elev, Surface Elev Line ID m Zo o 1=631.70 15" OUT TO 6=631.60 STR 6 ,m, c 0 -YR HGL TOP=637.00 p MW 635 No 2=630.35 J 7=630.20 STR 7 F DI -3C, L=6' > TOP=637.00 a. 15" IN FROM Id Type Catch Carry Capt Byp PROXIMATE L L W Area So W SW Incr Total M Incr Total Inlet _AF c ROOF=633.60 k.,�0J_R 8=633.30 Size Dn Up Dn Up Dn Up (sqft) L ATION OF (ac) _ (C) - IN v (min) (In/hr) (cfs) (cfs) (ft/s) (in) M (ft) IN (ft) (ft) IN (ft) 2.00 7-10 84.20 0.13 2.21 0.81 0.11 1.71 5.0 8.89 5.53 9.44 7.68 5.34 18 0.53 628.40 628.85 629.90 630.58 635.60 637.00 1 44 172-80 2 Q 00 1.68 HGL _ 1.2 7 _ 843 5.64 _ 4.48' __.... _ _ CC NDUIT 629:93 630.83 632:96. 637.00 .837:00 2'- 8-7 39.70 0.00 0.40 0.00 0.00 0.33 .. 5.25 6.56 2.18 210 7 2.79 15 6.30 629.10 631.60 631.12 632.19 637.00 637.60 3 FJt 1 -6 _ ' Q. 5 3 0:64 0.69 - O.24 2 0. 48 5.0 7.81 " 5 79 , 2 78 3.22 630 1 5 'i.. 6 30:35 0. 7 63 5 7.3 -15" HDPE 637.00 634:93 4' EX2-EX1 217.10 0.29 __ 0.82 0-24 0.24 ... 5.00 6.64 1. 58 8.7 4 2.35 15 1.83 630.61 634.59 634.02 630 634.93 639.24 5 2.6 2540 5 ®5. 6 0 .73 0. 29 7 0. 9 5.0 5. 53 6. 46 5:11 1 .1..80 4.17 15 1.98 630.35 630.85 633:65 633:75 .637.00 635:60 6 1-2 86.00 0.64 0.64 0.78 0.50 _ 5.0 5.00 6.64 3.32 10.06 2.70 15 1.44 631.70 632.94 634.07 634.18 635.60 637.10 7 9.8 LNoles]:D:F 27. 3a 9 .40 4 0. a 0 s3 0. 33 Q. 3 3 .o 5 0 6.64. 2:21.20.32 0,020 5.84 t 15 5.86 P 633.30 632.05 633.89 637.60 637.40 8" File = FREDERICK COUNTY VA.idf, Return Period = 10 -yrs. Project File: CLEAR BROOK SHELL Ex2-SrR10.sws 172.8'-15" CL III -25.4'-15" HDPE RCP ®0.6% ®4 2 625 RCP @ 0. 3% X. 14- RCP 625 \-R IP RAP . __AP DROXIMATE LO ATION OF 8" SA ITAR S ER___ M ._._ 4� _ Q_._� 3- �_m._ m..__ -W_ W__.__,__ _____._...__ .____._. _ ___... O O Q.__0O _._._ _.- ._. _ _.__. ___. _.. _ M- ..0. _ _ __,._Q_ _ _- ---Iro o6 CO CO Cq c6 0 co co tD 0 cn caLLI I ca co CD II O � 10000 r r �M00 czi OD tD000 dNr II cMpU11N --- 11000 _ 0 o o ____ II __ ____ __. __._ _ o n o00 1- _._. ___ 0 .op I- __ �o (L7o � �Ul- _ �. _M_ o� _ __��_. __ _ . _ _ __. __.. _ N o-�� �. __,1_-__-___11__- ___ ____ Mw�� �._._ LO ______ - _ - o�-� LW po -O n II O z 00 _??0 II zz0 II z- 0z0 DL N__O oD + II a0 .-- O I- to to to - .--- o H II = rn J 00 .- O +J___ II Ln �n o0 + O H to � II + J - 10+00 11+00 10+00 11+00 12+00 13+00 14+00 Storm Sewer Tabulation Stormwater Studio 2018 v 2.0.0.62 Project Name: CLEAR BROOK SHELL 12-05-2018 Line t Drng Area m C x A Tc Inlet O L CANOPY=633.30 Line Invert Elev HGL Elev, Surface Elev Line ID m Zo o 1=631.70 15" OUT TO 6=631.60 STR 6 ,m, c = U TOP=637.00 p MW EX. 15" IN FROM EX. INLET=630.35 No 2=630.35 J 7=630.20 STR 7 F DI -3C, L=6' > TOP=637.00 a. 15" IN FROM Id Type Catch Carry Capt Byp Ht L L W Area So W SW Incr Total M Incr Total Inlet Syst c ROOF=633.60 U 8=633.30 Size Slope Dn Up Dn Up Dn Up (sqft) (tuft) (ft) (ac) (ac) (C) (ft) IN (min) (min) (In/hr) (cfs) (cfs) (ft/s) (in) M (ft) IN (ft) (ft) IN (ft) 2.00 7-10 84.20 0.13 2.21 0.81 0.11 1.71 5.0 8.89 5.53 9.44 7.68 5.34 18 0.53 628.40 628.85 629.90 630.58 635.60 637.00 1 6-7 172-80 2 Q 00 1.68 000' 0.00 1.2 7 _ U 843 5.64 1 T. 8 4.48' 5,83. 1 5 0.48 629.10 629:93 630.83 632:96. 637.00 .837:00 2'- 8-7 39.70 0.00 0.40 0.00 0.00 0.33 0.0 5.25 6.56 2.18 210 7 2.79 15 6.30 629.10 631.60 631.12 632.19 637.00 637.60 3 FJt 1 -6 90 5 1 ' Q. 5 3 0:64 0.69 - O.24 2 0. 48 5.0 7.81 " 5 79 , 2 78 3.22 2. 26 1 5 0. 5 2 6 30:35 0. 7 63 5 3 .77 6 3 633.93 637.00 634:93 4' EX2-EX1 217.10 0.29 0.29 0.82 0-24 0.24 5.0 5.00 6.64 1. 58 8.7 4 2.35 15 1.83 630.61 634.59 634.02 635.09 634.93 639.24 5 2.6 2540 5 ; 0.40 1,04 0 .73 0. 29 7 0. 9 5.0 5. 53 6. 46 5:11 1 .1..80 4.17 15 1.98 630.35 630.85 633:65 633:75 .637.00 635:60 6 1-2 86.00 0.64 0.64 0.78 0.50 0.50 5.0 5.00 6.64 3.32 10.06 2.70 15 1.44 631.70 632.94 634.07 634.18 635.60 637.10 7 9.8 LNoles]:D:F 27. 3a 9 .40 4 0. a 0 s3 0. 33 Q. 3 3 5 so .o 5 0 6.64. 2:21.20.32 0,020 5.84 t 15 5.86 631:70 633.30 632.05 633.89 637.60 637.40 8" File = FREDERICK COUNTY VA.idf, Return Period = 10 -yrs. Project File: CLEAR BROOK SHELL Ex2-SrR10.sws Inlet Report Stormwater Studio 2018 v 2.0.0.62 Project Name: CLEAR BROOK SHELL 11-27-2018 STORM SEWER STRUCTURE TABLE Inlet Q Curb Grate Gutter Inlet WW<C� > Line CANOPY=633.30 15" OUT TO 2=633.10 STR 2 (:) DI -3A Byp NoLine Zo 15" IN FROM 1=631.70 15" OUT TO 6=631.60 STR 6 Z U MH -1 = U TOP=637.00 p MW EX. 15" IN FROM EX. INLET=630.35 15" IN FROM 2=630.35 15" OUT TO 7=630.20 STR 7 v W DI -3C, L=6' 3 O TOP=637.00 a. 15" IN FROM Id Type Catch Carry Capt Byp Ht L L W Area So W SW Sx n Depth Spread Depth Spread Depr No ROOF=633.60 15" OUT TO 8=633.30 (cfs) (cfs) (cfs) (cfs) (in) (ft) (ft) (ft) (sqft) (tuft) (ft) Mitt) (ft/ft) (ft) IN IN (ft) (in) 1 STR 7 MH -1 Curb 0.51 0.36 0.88 0.00 6.0 4.00 2.00 2.00 2.00 Sag 2.00 0.083 0.020 0.013 0.26 6.74 0.22 6.74 1.0 0 2 STR 6 MHA Manhole 0.00 0.11 0.00.11 0 4.0 4.00 2.00 2 00 2.0 0 Sag 2.00 ..0.050 0.020 0.013: 0.00 :0.00 0,00 0.00 0.0 1 3 STR 8 MHA Manhole 0.00 0.26 0.00 0.26 4.0 4.00 2.00 2.00 2.00 Sag 2.00 0.050 0.020 0.013 0.00 0.00 0.00 0.00 0.0 1 4 EX -1 DI -3B Curb 1.18 0.01 1.08 0.11 6.0 8.00 2.00 2.00 2.00 0.010 2.00 0.083 0.020 0.013 0.23 5.40 0.21 6.08 1.0 2 5 EX2 DI -3B Curb 1.16 0.00 1.15 0.01 6.0 10.00 2.00 2.00 2.00 0.010 2.00 0.083 0.020 0.013 0.23 5.30 0.20 6.03 1.0 4 6 STR 2 D1 -3A Curb 1.42 0.00 1.42 0.00 6.0 4.00 2.00 12.00 2.00 Sag 2.00 0.083 0.020 0.013" 0.31 9.32 0.27 9,32 1.0 ; 2 7 STR 1 D1 -3C Curb 2.44 0.00 2.44 0.00 6.0 10.00 2.00 2.00 2.00 Sag 2.00 0.080 0.020 0.013 0.30 9.04 0.26 9.04 1.0 6 8 STR 9 D1 -3B Curb 1.48 0.00 1.23 ' 0.26 6.0 8.00 2.00 2.00 2.00 0.012 2,00 0.083 0,020 0.013 0.24 5.85 0.21 6.48 1.0; 3 Notes: Return Period = 2 -yrs. All curb inlets are Horiz throat. Project Fire: CLEAR BROOK SHELL Ext-srRro.sws STORM SEWER STRUCTURE TABLE Q STR 1 a DI -3C, L=10' .i 04 TOP=637.10 WW<C� > 8" IN FROM CANOPY=633.30 15" OUT TO 2=633.10 STR 2 (:) DI -3A Y0Ad11=) TOP=635.60 Zo 15" IN FROM 1=631.70 15" OUT TO 6=631.60 STR 6 Z U MH -1 = U TOP=637.00 p MW EX. 15" IN FROM EX. INLET=630.35 15" IN FROM 2=630.35 15" OUT TO 7=630.20 STR 7 v W DI -3C, L=6' 3 O TOP=637.00 a. 15" IN FROM 6=629.10 15" IN FROM 8=629.10 18" OUT TO 10=628.85 STR 8 ■ MH -1 n TOP=637.60 CnO 15" IN FROM 9=631.70 15" OUT TO 7=631.60 STR 9 DI -3C, L=8' TOP=637.30 W 8" IN FROM ROOF=633.60 15" OUT TO 8=633.30 STR 10 ES -1 111111111111M TOP=635.60 a 18" IN FROM - 7=628.40 O W U) N J 0 I L i- Og CL U � Q W CU U Cf) J On N = w J F- F - NMI IIIIIIILZ J W W N OELL& W �p TH 0 i r1QG� o � J N C. LEWIS 9 ' ic. No. 021621 w� 0NAL, SURVEY: C.I.: P -L NA DRAWN BY: JOB NO.: P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 9/18 Q a .i 04 WW<C� > (n Z I Z M- (:) a Y0Ad11=) Zo �04 L=�.M Cn a Z U = U p MW H � W v W 3 O a. J o ■ N n Npry C F_ O O O O r U N � CnO U) N II N C4 Q3i _ O Q O O W Q Z_ O O 0 0 0 ft�J w' �vc W 0) U W O N UI- c -•-- - O W O E W Q •� _ Q2 - O _O U v U Z ~ W W Z 111111111111M - 00 a IIIIIIILZ J W W N OELL& W �p TH 0 i r1QG� o � J N C. LEWIS 9 ' ic. No. 021621 w� 0NAL, SURVEY: C.I.: P -L NA DRAWN BY: JOB NO.: P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 9/18 `2 TRUCK TURNING PATH -ROUTE 11 ENTRANCE - -------- ----- li - Scale in Feet Ilp oil STOP TRUCK TURNING PATH -BUSINESS BOULEVARD ENTRANCE HALF SECTION ON HALF SECTION ON EXISTING CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT WITH PROPOSED OR EXISTING ASPHALT PAVEMENT VARIABLE VARIABLE : 8.00 Steering Angle 20.3 Tractor Track x NOTE: Articulating Angle 70.0 Trailer CLASS A3 CONCRETE < EXISTING ASPHALT SURFACE COURSE AND BINDER COURSE. IF ANY, TO BE JOB NO.: !/J"tr SLOPE I1/4":1'SLOPE 5.0- REMOVED UNDER MEDIAN STRIP. Lu L_ NM (r3,) 0-) 0 CnZ3N EXISTING AND/OR PROPOSED A 0 .6 ASPHALT SURFACE COURSE 64 Z g - < z 650 0 DOWELS - EXISTING CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT DOWEL SPACING LO%TUD1NALLY AT 2' -0"'C -C: FROM NOSE TO FIRST JOINT. 645 F- 12" SQUARE HOLE FOR SIGN POST TO BE FORMED WHEN ROADWAY DESIGN MEETS THE CRITERIA 0 INTO #QW MEDtM NOSES A MINIMUM OF V FROM n FOR OG -7 AS SHOWN IN APPENDIX A OF THE Cc: 645 ROADWAY DESIGN MANUAL. IN THE GS STANDARDS SECTION, MEDIAN CURS IS TO BE IN ACCORDANCE LUce--r- CIRCULAR NOSE 5 W - 4'MINIM JM ' r E WHEN MEDIAN IS INSTALUM OVER EXISTING F_ LLJ ■ PAVEMENT HOLE FOR SIGN POST 15 TO EXTENDED U t3 E TO THE L) = 3.1 I.__ NON-SYMWTR)CAL NOSE GRAD ADDITIONAL HOLES OF ADEQUATE SIZE TO BE PROVIDED FOR SIGN POSTS. DELINEATORENGINEER. POSTS. ETC. AS SHOWN ON THE PLANS OR DIRECTED BY THE 640 NOTE: EXISTING ASPHALT SURFACE COURSE AND BINDER COURSE, IF ANY, TO BE REMOVEOUNDER MEDIAN`STRIP. _F71E11- NOTE: VAR VARIABLE VARIABLE 2- `2 TRUCK TURNING PATH -ROUTE 11 ENTRANCE - -------- ----- li - Scale in Feet Ilp oil STOP TRUCK TURNING PATH -BUSINESS BOULEVARD ENTRANCE HALF SECTION ON HALF SECTION ON EXISTING CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT WITH PROPOSED OR EXISTING ASPHALT PAVEMENT VARIABLE VARIABLE : 8.00 Steering Angle 20.3 Tractor Track x NOTE: Articulating Angle 70.0 Trailer CLASS A3 CONCRETE : 8.00 EXISTING ASPHALT SURFACE COURSE AND BINDER COURSE. IF ANY, TO BE JOB NO.: !/J"tr SLOPE I1/4":1'SLOPE 5.0- REMOVED UNDER MEDIAN STRIP. Lu L_ NM (r3,) 0-) 0 CnZ3N EXISTING AND/OR PROPOSED r1_ 0 .6 ASPHALT SURFACE COURSE 64 Z g - < z 650 0 DOWELS - EXISTING CONCRETE PAVEMENT EXISTING CONCRETE PAVEMENT DOWEL SPACING LO%TUD1NALLY AT 2' -0"'C -C: FROM NOSE TO FIRST JOINT. 645 F- 12" SQUARE HOLE FOR SIGN POST TO BE FORMED WHEN ROADWAY DESIGN MEETS THE CRITERIA 0 INTO #QW MEDtM NOSES A MINIMUM OF V FROM n FOR OG -7 AS SHOWN IN APPENDIX A OF THE Cc: 645 ROADWAY DESIGN MANUAL. IN THE GS STANDARDS SECTION, MEDIAN CURS IS TO BE IN ACCORDANCE LUce--r- CIRCULAR NOSE 5 W - 4'MINIM JM ' WITH CG -3. E WHEN MEDIAN IS INSTALUM OVER EXISTING F_ LLJ ■ PAVEMENT HOLE FOR SIGN POST 15 TO EXTENDED U t3 E TO THE L) = 3.1 I.__ NON-SYMWTR)CAL NOSE GRAD ADDITIONAL HOLES OF ADEQUATE SIZE TO BE PROVIDED FOR SIGN POSTS. DELINEATORENGINEER. POSTS. ETC. AS SHOWN ON THE PLANS OR DIRECTED BY THE 640 NOTE: EXISTING ASPHALT SURFACE COURSE AND BINDER COURSE, IF ANY, TO BE REMOVEOUNDER MEDIAN`STRIP. _F71E11- NOTE: VAR VARIABLE VARIABLE 2- EXISTING ASPHALT SURFACE COURSE ROPOSED GRADE AND BINDER COURSE F MY TO BE' REMOVED UNDER id![AN CLASS A3 CONCRETE 4.:J. SLOPE 1/4"1' SLOPE 635 EXISTING ASPHALTPROPOSED ASPHALT SURFACE COURSE' SURFACE 'COURSE Y' MAX EXISTING ASPHALT BASE 3" MAX EXISTING ASPHALT SURFACE COURSE EXISTING ASPHALT BASE' HALF SECTION ON HALF SECTION ON EXISTING FLEXIBLE PAVEMENT EXISTING FLEXIBLE PAVEMENT TO BE RESURFACED XV00TREFERENCE STANDARD SOLID CONCRETE RAISED MEDIAN STRIP smc*cAT" ROAD AND BRIDGE STANDARDS PPROX., -LO(ATJM SHEET'I OF I REVISION DATE 502 202.02- VIRGINIA DEPARTMENT Of TRANSPORTATION NL WP -2 'A � 'A 63g.24 39 'A A 6Af,'16 63e 'A 'A G3S.Z3 -V5 x 63r C'4 ' s 'q - Q -61 'A C -7 .9 C6 'A l 51 �a (0- 0 'A 0 (A I c1 21c 'A �x6e a 637:27 4.K 11 TICII 637-11 Im 639.6± 640.141 111 TCtzi: 1 6 ^9' '33 TC .39'(_fj 'A 'A fft _L�7 40.277 _j 7. 637. CO, _ ax TC- - - - - - - - TC �636.8 TC A TC 640. 40.5 64(. f El 9.2 'A 'A rL ' TC X 63.2 636.8639. wril- I I F z CONC I TC 0, tZ:� II0) G.56 69 Ex 1 638.6/L ox, 639.2 638.4 s31 X FC 638.8 TC no 'A ( Y. PVIVIT CAA,-• M 638-27 638.5 VIVI --C#e W_ OU -A A? &35. 9.4 R TC rc C 638. 639-3' TIC k-.• PVIVIT 7 35 y. AL i X` �� j o - .A 413,e'7 f (1 l 11 6 00 74, .11 TC H TC HP 39. 0*. 'A 'A AR x 4F. 11 % 63 5,i,�) A 63 AS NC 639.5 SIG_ i A- TC 'A 'A )A 3 X. Sidewalk 20 0 20x I 'A 0 139 .4. Scale in Feet 7.50 42.50 3.,00 25.50 0 0.00 7G7) T V) 3.00 12.50 WB -50 feet Tractor Width : 8.00 Lock to Lock Time 6.0 Trailer Width : 8.00 Steering Angle 20.3 Tractor Track : 8.00 Articulating Angle 70.0 Trailer Track : 8.00 Q. JOB NO.: TRUCK TURNING PATH -VEHICLE 5.0- ADJACENT TRAVEL LANE ASPHALT PAVEMENT WIDENING EDGE OF EXISING PAVEMENT (AS DETERMINED IN FIELD) TACK COAT THE PROPOSED CONSTRUCTION JOINT EXISTING ASPHALT LAYERS PROPOSED ASPHALT LAYERS A EXISTING SUBBASE PROPOSED SUBBASE --------------------------- COMPACTED SUBGRADE CONSTRUCTION JOINT DETAIL REMOVE EXISTING ASPHALT LAYERS TO EXISTING SUBBASE AND REPLACE WITH PROPOSED ASPHALT WIDENING LAYERS PROPOSED MINIMUM 11/2 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 3) NOTES; 1. ASPHALT PAVEMENT WIDENING SHALL HAVE A PAVEMENT DESIGN IN 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 LANE TO DETERMINE THE TYPE AND THICKNESS OF EXISTING PAVEMENT LAYERS. THESE CORES SHALL BE SPACED NO MORE THAN 500 FEET APART, 4. THE ADJACENT TRAVEL LANE SHALL BE MILLED A MINIMUM DEPTH OF 1 INCHES AND REPLACED WITH AN ASPHALT SURFACE COURSE TO MATCH THE PROPOSED PAVEMENT WIDENING SURFACE COURSE.UNLESS WAIVED 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 AND 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 -1N LOCATIONS SHALL BE TESTED USING A 10 FOOT STRAIGHTEDGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTION 315.07(c) OF THE SPECIFICATIONS. xv=r ROAD AND BRIDGE STANDARDS SHEET 1 OF_1 REVISION DATE 303.02 ASPHALT PAVEMENT WIDENING FOR WIDENING SUBJECT TO TRAFFIC VIRGINIA DEPARTMENT OF TRANSPORTATION SPECIFICATION REFERENCE 315 ROUTE C. LEWIS 11 ENTRANCE PROFILE J 0 SCALES: (H) 1 =50.0' SURVEY: C.I.: P -L 2' Q. JOB NO.: (V) 1 5.0- DATE: Lu L_ NM (r3,) 0-) 0 CnZ3N V) NLO r1_ 0 .6 650 64 Z g - < z 650 0 00 a y 645 F- 0 Uj CJ i -Z Cc: 645 L�2 LUce--r- Q= E F_ LLJ U t3 E Z L) = 3.1 I.__ XI T1 GRAD 640 _F71E11- 640 ROPOSED GRADE 635 635 630 630 ------- -- - -- PPROX., -LO(ATJM - OF EX. 12" NL COORDIN" I E- -EN1 RANCE CONSTRU TION NTH VDOT LL LL n 0 ... . .......... 0 C------- C + C -4 10+00 11+00 )L Qrj I I I I J I N- A 'A 640.2± TC 'A 640.1 r V ! [41.0 6412 639.5 A TC �'X TC Ex. kA Cn _j J= R- 0 < 0 63:71 Z. 638.6 UJ 77' PVMT 0 z UJI zwZ0 cl D < 31: F- F- j5 / W UZ LLI F- < x ,s X: 41 co C/) V) _J (bco ,b 'A X35: 5 X% / / In z /ro31ro Cq � W Ld v) X: n C/) Z C) pe) :5 1 Y z MpPw---'W .WIIIIIIIIIIIIg mur-Q-4POSED GRADF ;�RqWJLI 635 1635 630 EX. 8" WL --- --- --C-00RDINA FE - ENTRANeE­ CONSTRUCTION WITH VDOT 0 03 U) _AD - ----- - LLI z UJ _j Uj Uj -_01,__.________ ---------- 0 V C. LEWIS Lic. No. 021621 J 0 IONAL SURVEY: C.I.: P -L 2' Q. JOB NO.: P -L 1706001 E DATE: Lu L_ NM (r3,) 0-) 0 CnZ3N V) NLO r1_ 0 .6 ,0 64 Z g - < z LU 0 00 a y .j Ld Ld 0 Uj CJ i -Z Cc: -- L�2 LUce--r- Q= E F_ LLJ U t3 E Z L) = 3.1 I.__ L, Ld CD V) K of F- W_j WD Z Z manV) Z3 z 0 (_) LLJ OF JOHN C. LEWIS Lic. No. 021621 0 IONAL SURVEY: C.I.: P -L 2' DRAWN BY: JOB NO.: P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 10/18 }"x2j7x2j" STEEL CAP PLATE—� }"x2j7x2j" STEEL CAP PLATE 2"0 CENTURY SPRING CORP. I 2"0 CENTURY SPRING CSC4054 INTERNAL SPRING 1" 2"-6" HSS2}"x2}"x}" HSS2"x2"x}" CORP. CSC4054 HSS2"x2}"x}" SPRING 2"-6" SLEEVE SPRING ASSEMBLY WHEEL ACTUATOR SPRING ASSEMBLY SLEEVE N 3,I.. EX. HSS2"x2"x}" GATE FRAME I ! L3"x2"x}"x1'-6" WHEEL SUPPORT BRACKET 6"0 FIXED -0-1 CASTER WHEEL ASSEMBLY DETAIL WHEEL ASSEMBLY PARTS (SECTION VIEW) SCALE: 1" = V-0" SCALE: 1" = V-0" PROVIDE STL. RECEIVER SLEEVE SET IN CONC. AT CANE BOLT 6" 0 STL PIPE W/ WELDED END CAP AASONRY TO MATCH BLDG CMU WALL BRICK CAP—SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(1) #4 GROUT—FILL CELLS 0 REBARS — STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) CONC. BLOCK (4"X8"X16") — 4" SPLIT FACE CMU—EACH FACE PER OWNER SPEC. #4 0 24" OC #4 ®24" OC� I s #4 ®24" OC 3—#4 CONT. i 3'-0" i SCREEN WALL NOT TO SCALE (2) 0 STEEL FOR FILLED W PEC THE TRASH AREA SHALL BE CONSTRUCTRED WITH MASONRY PIPE PIPE 4' HT. 3'-4" ACCESS OPENING SCREEN WALLS GENERALLY IN ACCORDANCE WITH THE CON14'-0" SITE FICLOCATION MASONRY FINISH MATERIAL. LAYOUT PLAN. OWNER TO SELECT WITH 18"0 CONC. FOOTING DEEP PNTD RED TRASH ENCLOSURE DETAILS R N.T.S. GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP r— — lir-.,.17-•— — n _ CG -12 (PAINTED) I" BORE HOLES 3" EX. HSS2"x2"x}" GATE FRAME L3"x2"x}"x1'-6" WHEEL SUPPORT HSS2"x2"x}" GATE FRAME LEX. I CONCRETE TO ACCEPT CANE ■ BRACKET BOLTS FOR B }" WHEEL SUPPORT L3"x2"x }"x2"x2" STEEL PLATE }"x2rx2j" STEEL CAP PLATE f OPEN AND CL BRACKET CANE BOLT LATCH JOINT c�)� POSITIONS i� SPRING LOADED WHEELHSS N NV � Lr) Lr)� P—L ASSEMBLY (BEYON)) I �"0 CANE BOLT ASSEMBL SLEEVE , " SHOWN ry I 2"0 CENTURY SPRING CORP. I -1 j' PIPE SLEEVE (TYP.) i , 0x2" CSC4054 INTERNAL SPRING i C) v ,SHAPE TO MATCH FACE TRAVELWAY SHALL BE PROVIDED YYtTHiN (V 2"0" MIN I 00 THE MARKED �CR055WALK AREA. \. I SCREEN WALL - AT X . 2" HIGHER THAN DETAIL THIS SHI 2" 2" HSS2"x2"x}" WHEEL ACTUATOR — - C4 AT)K)K, SAME AS TOP OF CURB.. O O 6" CONC. S a.. 6"0 FIXED CASTER ~ W W/ 6"X6"X1 I� Now WELDED WIR A -A 00 MESH CANE BOLT DETAIL WHEEL ASSEMBLY DETAIL (FRONT ELEVATION VIEW) (REAR ELEVATION VIEW) DUMPSTER SCALE: 1" = 1 -o" SCALE: 1" = V-0" OTHERS }"x2j7x2j" STEEL CAP PLATE—� }"x2j7x2j" STEEL CAP PLATE 2"0 CENTURY SPRING CORP. I 2"0 CENTURY SPRING CSC4054 INTERNAL SPRING 1" 2"-6" HSS2}"x2}"x}" HSS2"x2"x}" CORP. CSC4054 HSS2"x2}"x}" SPRING 2"-6" SLEEVE SPRING ASSEMBLY WHEEL ACTUATOR SPRING ASSEMBLY SLEEVE N 3,I.. EX. HSS2"x2"x}" GATE FRAME I ! L3"x2"x}"x1'-6" WHEEL SUPPORT BRACKET 6"0 FIXED -0-1 CASTER WHEEL ASSEMBLY DETAIL WHEEL ASSEMBLY PARTS (SECTION VIEW) SCALE: 1" = V-0" SCALE: 1" = V-0" PROVIDE STL. RECEIVER SLEEVE SET IN CONC. AT CANE BOLT 6" 0 STL PIPE W/ WELDED END CAP AASONRY TO MATCH BLDG CMU WALL BRICK CAP—SLOPE TO DRAIN COLOR PER OWNER SPEC. CONC. BOND BEAM W/(1) #4 GROUT—FILL CELLS 0 REBARS — STEEL JOINT REINFORCING AT EVERY COURSE JOINT (CONT.) CONC. BLOCK (4"X8"X16") — 4" SPLIT FACE CMU—EACH FACE PER OWNER SPEC. #4 0 24" OC #4 ®24" OC� I s #4 ®24" OC 3—#4 CONT. i 3'-0" i SCREEN WALL NOT TO SCALE (2) 0 STEEL FOR FILLED W PEC THE TRASH AREA SHALL BE CONSTRUCTRED WITH MASONRY PIPE PIPE 4' HT. 3'-4" ACCESS OPENING SCREEN WALLS GENERALLY IN ACCORDANCE WITH THE CON14'-0" SITE FICLOCATION MASONRY FINISH MATERIAL. LAYOUT PLAN. OWNER TO SELECT WITH 18"0 CONC. FOOTING DEEP PNTD RED TRASH ENCLOSURE DETAILS R N.T.S. GREASE FITTING STEEL 'SLEEVE' WITH WELDED TOP CAP r— — lir-.,.17-•— — n _ CG -12 (PAINTED) TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT IN FEET a^ C v, CURB + 2 a t 2 5 2 3 5 3 3 6 4 4 6 5 510 6 i : 4 13 15 8 15 .. 15 H CROSSWALK.. TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP ,ATX 2" HIGHER THAN 'TYP• EDGE OF PAVEMENT AT X)K, SAME AS TOP, OF ,CURB. 2, }AM. AT X. 2" HIGHER THAN \ EDGE QF PAVEMENT AT. X X . SAME AS TOP ;OF CURB NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. .THE SELECTION. OF .CURB. TYPE AND THE CONFIGURATION ,OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDIT`IONS AND ROADWAY GEOMETRIC5 PROVIDING THE DIMENSIONS AND SLOPES ARE :AS NOTED. - - THE REQUIRED LENGTH OF A PARALLEL RAMP IS THIS COMBINED (PARALLEL 8, PERPENDICULARI DESIGN CAN BE USED WITH LIMITED TO 15 FEET;,.REGARDLESS OF THE SLOPE. .. ADJOINING BUFFER STRIP; LANDING: AT BOTTOMOF TWO :SLOPING SIMS: WITH 5'X 5'MIN. DIMENSIONS, THE SHORT PERPENDICUL AR RUN TO THE STREET CAN HE PROTECTED BY A LANOSCAPEO SET13ACx OR CONNECTED TO THE SIDEWALK WITHA WARPED SURFACE. _ -ICATION - - - - - RENLE CG -12 DETECTABLE WARNING SURFACE 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF 'TRANSPORTATION (OR AS SHOWN ON PLANS .'. PAVEMENT :.:....:.:.:. :.. 8" TURNDOWN 4" CRUSHED STONE (3000PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) ROAD AND BRIDGE STANDARDS REVISION DATE:- SHUT.'4 OF 5 '07/15 203.08 N TURNDOWN SLAB DETAIL NOT TO SCALE THIS DETAIL TYPICALLY APPLIES TO THE CONCRETE WORK SURROUNDING THE PROPOSED BUILDING. .2. 2,_0„ CG -6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE (OR AS SHOWN ON PLANS) 6"0 STEEL FILLED IPE W/ 2"X4" TREATED WOOD BLOCKING CAP)low CONCRETE BOLTED TO CHANNEL W/ 3/8" 0 (PAINTED) CADMIUM PLATED BOLTS AT 1'-0" O.C. ....................................... . ...' ... " ' STEEL 'SLEEVE' SLIPPED OVER 6" 0 STEEL PIPE 18 GA. STEEL DECK FILLED W/ CONCRETE (PAINTED) GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES TURNBUCKLES ----I 4" CRUSHED STONE C3 x 4.1 GATE FRAME (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL ON—SITE SIDEWALK DETAIL - az NOT TO SCALE GATE HINGE DETAIL 00 J N PROVIDE A MAXIMUM CROSS SLOPE IN SIDEWALKS OF 2%. La J' > N.T.S. N = Q cf) ZMF- 30" 1 O �Yo�3� z O INSTALL SPRING W D Of N U �j INSTALL J" O STEEL LOADED GATE WHEELS N LL -m 72' 0 CANE BOLTS BOLT DETAIL) (SEE CANE (SEE GATE WHEEL DETAIL) (n Z Q U 0 N o ELEVATION—TRASH ENCLOSURE DETAIL LLLJ N.T.S. ~' m N � LL_LIJ 21" 1- 11 PER PLANS ° 4 6X6 W4.0 X W4.0 WELDED WIRE FABRIC 7" 3500 PSI CONCRETE 6" COMPACTED VDOT 21—A STONE -III=) I I-III=III=III=III COMPACTED SUBGRADE J I 1-I I IE_LuI I I CONCRETE PAVEMENT SECTION NOT TO SCALE 1.5" SM -2A 5" BM -2 12" 21—� COMPACTED SUBGRADE- PAVEMENT SECTION DETAIL FOR R—O—Ws NOT TO SCALE ARROW DETAIL NO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS LIGHT 2" SM -2A 8" 21—B -77 11-II�III COMPACTED SUBGRADE I, LIGHT SITE PAVEMENT DETAIL NOT TO SCALE APPLY THE LIGHT PAVEMENT SECTION TO ALL PERIMETER PARKING STALL AREAS. HEAVY 2" SM -9.5A — 3" BM -25.0 — 8" 21—B— ................ 7 COMPACTED SUBGRADE 11 -III -11r 111-111 HEAVY PAVEMENT DETAILS NOT TO SCALE APPLY THE HEAVY PAVEMENT SECTION TO ALL DRIVE AILSES. FINISHED GRADE DETECTABL WARNING I TAPE ( COMPACTED BACI .ECT MATERIAL SCH 40 PVC(TYP) .ECT MATERIAL FINAL GRADE DETECTABLE WARNING T TYPICAL UNDERGROUND COUNDUIT DETAIL NOT TO SCALE MODIFY AS REQUIRED FOR POWER AND COMMUNICATIONS SELECT I 01 ■ 6 _-- 5'S1DE WALT ■ J o 4'13UFFER STRIP ■ cV 021621 04 5 MIN PERMISSIBLE CONST,% f `SSIONAL JOINT c�)� 0 n N NV � Lr) Lr)� P—L -.E--+' TRUNCATED DOMES CVU Lo (0 Lo SHOWN 11/20/18 SEE SHEET 1QF 5 FOR DETAILS A 4'< SQUARE LANDING -1 TANGENT PLAN AREA QUTsDE 'QF C) J ,SHAPE TO MATCH FACE TRAVELWAY SHALL BE PROVIDED YYtTHiN Lf) U-)© 2"0" MIN 0£ RQADWAY CURB 5._0„ MIN THE MARKED �CR055WALK AREA. a� U - AT X . 2" HIGHER THAN BACK OF CURB 112`1MAX . 48 IMAX EDGE OF PAVEMENT ` L E - .....-- AT)K)K, SAME AS TOP OF CURB.. O O 20 � i a.. U ~ W 2` MIN. I� Now SECTION A -A 00 TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE MINIMUM RAMP LENGTH IN PERCENT IN FEET a^ C v, CURB + 2 a t 2 5 2 3 5 3 3 6 4 4 6 5 510 6 i : 4 13 15 8 15 .. 15 H CROSSWALK.. TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP ,ATX 2" HIGHER THAN 'TYP• EDGE OF PAVEMENT AT X)K, SAME AS TOP, OF ,CURB. 2, }AM. AT X. 2" HIGHER THAN \ EDGE QF PAVEMENT AT. X X . SAME AS TOP ;OF CURB NOTES: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 5. .THE SELECTION. OF .CURB. TYPE AND THE CONFIGURATION ,OF THE BUFFER STRIP MAY VARY TO MEET EXISTING FIELD CONDIT`IONS AND ROADWAY GEOMETRIC5 PROVIDING THE DIMENSIONS AND SLOPES ARE :AS NOTED. - - THE REQUIRED LENGTH OF A PARALLEL RAMP IS THIS COMBINED (PARALLEL 8, PERPENDICULARI DESIGN CAN BE USED WITH LIMITED TO 15 FEET;,.REGARDLESS OF THE SLOPE. .. ADJOINING BUFFER STRIP; LANDING: AT BOTTOMOF TWO :SLOPING SIMS: WITH 5'X 5'MIN. DIMENSIONS, THE SHORT PERPENDICUL AR RUN TO THE STREET CAN HE PROTECTED BY A LANOSCAPEO SET13ACx OR CONNECTED TO THE SIDEWALK WITHA WARPED SURFACE. _ -ICATION - - - - - RENLE CG -12 DETECTABLE WARNING SURFACE 105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF 'TRANSPORTATION (OR AS SHOWN ON PLANS .'. PAVEMENT :.:....:.:.:. :.. 8" TURNDOWN 4" CRUSHED STONE (3000PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) ROAD AND BRIDGE STANDARDS REVISION DATE:- SHUT.'4 OF 5 '07/15 203.08 N TURNDOWN SLAB DETAIL NOT TO SCALE THIS DETAIL TYPICALLY APPLIES TO THE CONCRETE WORK SURROUNDING THE PROPOSED BUILDING. .2. 2,_0„ CG -6R COMBINATION 6" CURB & GUTTER REVERSED NOT TO SCALE (OR AS SHOWN ON PLANS) 6"0 STEEL FILLED IPE W/ 2"X4" TREATED WOOD BLOCKING CAP)low CONCRETE BOLTED TO CHANNEL W/ 3/8" 0 (PAINTED) CADMIUM PLATED BOLTS AT 1'-0" O.C. ....................................... . ...' ... " ' STEEL 'SLEEVE' SLIPPED OVER 6" 0 STEEL PIPE 18 GA. STEEL DECK FILLED W/ CONCRETE (PAINTED) GATE HINGE - REFER TO GATE HINGE DETAIL C3 X 4.1 GATE FRAME- PROVIDE TRIANGLE OF 1 /4"X8"X8" WELD AT CORNERS 5/8" THREADED ROD- WELDED TO STEEL GUSSET PLATES TURNBUCKLES ----I 4" CRUSHED STONE C3 x 4.1 GATE FRAME (3000 PSI) 4" CONC 6x6xW1.4xW1.4 WWF (1.5" Min. CLEAR) TYPICAL ON—SITE SIDEWALK DETAIL - az NOT TO SCALE GATE HINGE DETAIL 00 J N PROVIDE A MAXIMUM CROSS SLOPE IN SIDEWALKS OF 2%. La J' > N.T.S. N = Q cf) ZMF- 30" 1 O �Yo�3� z O INSTALL SPRING W D Of N U �j INSTALL J" O STEEL LOADED GATE WHEELS N LL -m 72' 0 CANE BOLTS BOLT DETAIL) (SEE CANE (SEE GATE WHEEL DETAIL) (n Z Q U 0 N o ELEVATION—TRASH ENCLOSURE DETAIL LLLJ N.T.S. ~' m N � LL_LIJ 21" 1- 11 PER PLANS ° 4 6X6 W4.0 X W4.0 WELDED WIRE FABRIC 7" 3500 PSI CONCRETE 6" COMPACTED VDOT 21—A STONE -III=) I I-III=III=III=III COMPACTED SUBGRADE J I 1-I I IE_LuI I I CONCRETE PAVEMENT SECTION NOT TO SCALE 1.5" SM -2A 5" BM -2 12" 21—� COMPACTED SUBGRADE- PAVEMENT SECTION DETAIL FOR R—O—Ws NOT TO SCALE ARROW DETAIL NO SCALE ARROW TO BE POSITIONED AS SHOWN ON PLANS LIGHT 2" SM -2A 8" 21—B -77 11-II�III COMPACTED SUBGRADE I, LIGHT SITE PAVEMENT DETAIL NOT TO SCALE APPLY THE LIGHT PAVEMENT SECTION TO ALL PERIMETER PARKING STALL AREAS. HEAVY 2" SM -9.5A — 3" BM -25.0 — 8" 21—B— ................ 7 COMPACTED SUBGRADE 11 -III -11r 111-111 HEAVY PAVEMENT DETAILS NOT TO SCALE APPLY THE HEAVY PAVEMENT SECTION TO ALL DRIVE AILSES. FINISHED GRADE DETECTABL WARNING I TAPE ( COMPACTED BACI .ECT MATERIAL SCH 40 PVC(TYP) .ECT MATERIAL FINAL GRADE DETECTABLE WARNING T TYPICAL UNDERGROUND COUNDUIT DETAIL NOT TO SCALE MODIFY AS REQUIRED FOR POWER AND COMMUNICATIONS SELECT I 01 ■ 6 ■ J o C. ■ cV 021621 04 a `SSIONAL 0� c�)� 0 n N NV � Lr) Lr)� P—L 1706001 W Q CVU Lo (0 Lo SHOWN 11/20/18 Qz QD -1 o C) C) J L Lf) U-)© W a� U W Of W a= L E O F_ LLJ � Z z O O O Z U ~ W W I� Q 00 a 0V) z� J W :w Nz z0 mill u ow /4"0/1"0 160 PSI, (PE K COPPER TUBING ATER LINE Aj,T1i OF WATERLINE INSTALLATION D ETAI L NOT TO SCALE SHEET: 11 /1 E C. LEWIS 9 ic. No. 021621 04 `SSIONAL SURVEY: P—L NA DRAWN BY: JOB NO. P—L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 11 /1 E SEE STANDARAA SL -1 FOR APPLICABILITY OF SAFETY SLABS. STANDARD MH -1 NOTE: FRAME & COVER - THE TOP OF MASONRY IS TO BE LEFT SUFFICIENTLY LOW TO PERMIT PROPER ADJUSTMENT OF COVER AND FRAME TO GRADE BY THE USE OF MORTAR OR BRICK AS DIRECTED BY THE ENGINEER. ao / 2 0 •� SHEET 1 OF 5 REV. 7/01 106.01 �■ ■���� EEEEEEME i..r11I�I�► %//.MM ROM 0 ���I A zl �, &WHIM■ i //%7�//�I����■ III �� • � f I� ST 0. ST -1 a A D" I FLAT SLAB TOP AS OETAILE ON STANDARD T -NI MAY SUBSTITUTED FOR TAPERED SECTION WHEN APPROVED 8 THE ENGINEER. 45- 5 HALF PLAN VIEW HALF SECTION A -A (WITH FRAME AND COVER REMOVED) BRICK CONCRETE NOTES I. DUANTI IES SHOWN ARE FOR MANHOLE WITHOUT PIPES, THE DAMOUNT DISPLACED BY PIPES MUST BE EDUCTED TO OBTAIN. TRUE QUANTITIES. A BA E THI KNESS OF 9" WAS USED IN 2. S C COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT DF DEPTH, 4 MAI RI MAYBRICK,CONCRETER A E ALS M BE O APPROVED CONCRETE MANHOLE BLOCK, 5. IF BLOCKS ARE .USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR N R T �,0 . C E E E, ALL CONCRETE TO BE CLASS A3. 7_ WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO PRE�CALASS A3 F CAST N PLACE, 4000 PSI T. 3, CURB HAVING A RADIUS OF 300 FEET OR .LESS (ALONG FACE OF CURB) WILL BE PAID FDR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MULCH AS Y' 115" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE- OTHERMMSE,THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID Is TO BE NAGE FOR A DECREASE OR AN INCREASE IN DEPTH. S. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC -6 AS SHOWN IN APPENDIX A OF THE V00T ROM DESIGN MANUAL, N THE SECTION ON CS URBAN STANDARDS. 2" RADIUS ° M1 ° D... D• SURF( BASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED CG -2 z "di REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS IDS REVISION DATE SHEET 1 OF I 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20,.01 S D X SEE NOTE 1 I T OF ABLE OUANTi S E TOP OF FILL.-' PT DEPTH BRICK B C MANHOLE A CONCRETE MANHOLE �) BRICK CONCRETE CONCRETE FEET THOUSANDS CU. YARDS CU.YAR DS 4 0.5 0.785 1.437 5 0.7 0.785 1.639 6 0.9 0.785 1.961 7 1.0 0.785 2.223 8 1.2 0.785 2.485 9 4 0.85 7 2,747 10 1,6 0.785 3.009 11 1.9 0.970 3.455 12 22 0.970 1 3.817 13 2.5 0.970 4.179 14 2.6 0.970 4,541 15 3.1 0.970 4.903 16 1 3.4 0.970 5.2b5 17 4.0 1,173 b.fl 32 INCREMENT 1 0.45 - 0.582 OBTAIN. TRUE QUANTITIES. A BA E THI KNESS OF 9" WAS USED IN 2. S C COMPUTING CONCRETE QUANTITIES. 3.INCREMENTS TO BE ADDED FOR EACH ADDITIONAL FOOT DF DEPTH, 4 MAI RI MAYBRICK,CONCRETER A E ALS M BE O APPROVED CONCRETE MANHOLE BLOCK, 5. IF BLOCKS ARE .USED THE MINIMUM THICKNESS OF SAME IS TO BE 5". OTHER THICKNESSES ARE TO CONFORM TO WALL THICKNESS SHOWN FOR N R T �,0 . C E E E, ALL CONCRETE TO BE CLASS A3. 7_ WHEN SPECIFIED ON PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD IS -1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE BID PRICE FOR THE STRUCTURE. MANHOLE FOR 12" - 48" PIPE CULVERTS VIRGINIA DEPARTMENT OF TRANSPORTATION NOTES. 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE. 2. CONCRETE TO PRE�CALASS A3 F CAST N PLACE, 4000 PSI T. 3, CURB HAVING A RADIUS OF 300 FEET OR .LESS (ALONG FACE OF CURB) WILL BE PAID FDR AS RADIAL CURB. 4, THE DEPTH OF CURB MAY BE REDUCED AS MULCH AS Y' 115" DEPTH) OR INCREASED AS MUCH AS 3" (21" DEPTH) N ORDER THAT THE BOTTOM OF CURB WILL COINCIDE WITH THE TOP OF A COURSE OF THE PAVEMENT SUBSTRUCTURE- OTHERMMSE,THE DEPTH IS TO BE 18" AS SHOWN. NO ADJUSTMENT IN THE PRICE BID Is TO BE NAGE FOR A DECREASE OR AN INCREASE IN DEPTH. S. CG -2 IS TO BE USED ON ROADWAYS MEETING THE REQUIREMENTS FOR CC -6 AS SHOWN IN APPENDIX A OF THE V00T ROM DESIGN MANUAL, N THE SECTION ON CS URBAN STANDARDS. 2" RADIUS ° M1 ° D... D• SURF( BASE ACCEPTABLE ALTERNATIVE IF CURB IS EXTRUDED CG -2 z "di REFERENCE STANDARD 6" CURB ROAD AND BRIDGE STANDARDS IDS REVISION DATE SHEET 1 OF I 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 20,.01 S D X SEE NOTE 1 I ENDWALLFOR CIRCULAR O C CUL PIPE TOP OF FILL.- TOP OF FILL.-' ' � x 1 GROUND LINE �) L I.4 L -i 15" A _ BEVELEDO BE r- - - - - - - - WITH MORTAR i. DOA BEVEL✓ B_ --_-_ ___ INVERT O NOTES( 1. -K' MAY BE REDUCED TIL "X" REACHES A MOWN OF 4" WHERE ENDWALL WOULD PROTRUDE ABOVE SHOULDER LIE, UN IN NO CASE SHALL TOP OF ENDWALL PROJECT AVE FILL SLOPE, DITCH SLOPE OR SHOULDER, 2. THIS ITEM MAY BE PRECAST OR CAST N PLACE. 3. ALL CAST IN PLACE CONCRETE TO BEASS A3.FOR CL PRECAST SEE SHEET 101,02, 4. THIS ST AR USED A•0. 4 TO BE SE. WITH STRAXiHT CROSSINGS AND ALL SKEWS(0'TO 45'). 5. HEADWALL TO BE BEVELED IN ALL AREAS EXCEPT WHERE A CONFLICT WITH INVERT OR WNGWALLS OCCUR EW -1 16 ROAD & BRIDGE PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE ENDWALLFOR CIRCULAR O C CUL PIPE TOP OF FILL.- TOP OF FILL.-' NOTE: WHEN A PEDESTRIAN ACCESS ROUTE DIAMETER OF PPE CULVERT 5 3 % GROUND LINE J✓rrLrW�r Er 12" 15" 18" 21" OR 24112711 OR 30 " OR 38 A 01-6" (Y -B" 0`-911 01-11" 11-0'" r-0 B 01-11" r -r' 1'-3" 1'-6" i'-9" 2'-0" C 11_4. r_ 7„ 11_g., 2'-2" 2._ " 6 2'-9" D'-0 1 1'-3" 1' 8" 2'-0" 2'-6" 3'-0" F O'-8" D'-8 9-8* 01-91, 0._91, 01 g„ H 2'-3" 2'-11' 3'-2" 3'-9" 4'-3" 4'-9" L 4' a' 5'- " 0 B'-0" - 8' 0" - 1a (r' 1'11-0" O _ � 0' -4/4 0'-14 " -� 0 -2 0'-2%z 0 -31/{ 0 4 b 0'-111 0'4/4" 01 01 0'-21/2' 0'-3„ _t1 _JH e ROCK OR. MIN. 1/10 D -• CUBIC YARDS OF CONCRETE N. O D X D X DIN G _ _. _-T UNYIELDING j1 �. '!z" ^. ....%. COMIC. PPE 1 0.241 1 0.492 10.697 -, ,-,",-•„ ,-, j MIN i/t0 •0 ' BEDDING �'.(-.:` 1 1,319 1 2,067 2,947 C.M. PPE 1 0,257 1 0.521 10.739 EARTH FOUNDATION 1 1.398 2.198 3.145 16 ROAD & BRIDGE PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL.- TOP OF FILL.-' NOTE: WHEN A PEDESTRIAN ACCESS ROUTE MEDIUM 500-1500 VPO 5 3 % GROUND LINE J✓rrLrW�r Er GROUND ROND LINE _ �J z -`rrrr -� r r -iI : IFfLI I: - I LIQ -rr I rrr 'IL�iLf rrrrrrr I I t -I'A* -Ili-rr. d I. `-EARTH < I , - rr _ I;., d rrl[ ROCK OR r II - I rrr rrz I l r d `•. L EARTH 'T- 1ir UNYIELDING 531lx34" a Nq P N -i - SOIL � II I i*' BEDDI NC 01-10" o' -n" _ MATERIAL 11-01, r -o" 11_01, B _ N. I MIN- 1/10 Di %. % BEDDING G. '/t0 D NI X L X BEDDING -,t, - MATERIAL AOTERIAL X X D X C i • PER 1-0 H r -TY 2'-r' MIN a',Ma ,24 FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIPE PROJECTION ABOVE GROUND LINE LIN. 1.5 x DMIN 1:5 x_D. TOP OF FILL--�•- MN 15 x D _.{ _ MM 1.5 x D --or- MIN. 1.5 x: D MIN t.5 x 0 ' I TOP OF FILL: TOP OF FILL 2'-8" 2'-10" F 0 -8" 0'-8 O'-9 - irrrr r rr.�.rr r -_ rrrrrr rrr. r �"-` l+rrrrr, rrrr✓ _ � - r,�rrrr ,�rr;�rrrr rrrr�rrrrrr.-rr - •r,^,�rrrrrrr - _ - ✓rrrr r r rrrr rtrrrrr, rrrr- rr + -- l�rrr r rr rr rrrrarrr -- rlrr rr -0RQttND r v: d LINE al rr rI I �r r G ROUND - rr.-rrr ri rr.r - �r rrrr rr r... ;jr �,� rr rr �r dGROUND ,, pl.= LINE -LINE -I - -EARTH. 1i 11 I+{ �� %"/ s 5 / _t1 _JH e ROCK OR. MIN. 1/10 D -• XY-111' N. O D X D X DIN G _ _. _-T UNYIELDING j1 �. '!z" ^. ....%. - MAT .MATERIAL. PER -_ SOIL 1" OF H '.X D -, ,-,",-•„ ,-, j MIN i/t0 •0 ' BEDDING �'.(-.:` 3'-2" MIN. 8", BEDDING MATERIAL .EARTH 41-1" 4.. MAX.. 2 MATERIAL E AL FOUNDATION SOFT YIELDING, ORNORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL IN ACCORDANCE WITH F EMBANKMENT NOT ES SECTION 302 OF. THE ROAD AND BRIDGE : SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, CLASS BACKFILL MATERIAL IN ACCORDANCE SEE OF PIPE CULVERTS WITH 5_CTiON 30.2 OF THE ROAD AND BRIDGE AND STORM SEWERS GENEkai NOTES ISPECFICATONS REGULAR BAGKFIiL.MATERfAL IN ACCORDANCE ON SHEET 107.00, FOR PLASTIC PIPE CLASS T BACKFILL MATERIAL WITH. SECTION 302 OF THE: ROAD AND BRIDGE CRUSHED GLASS CONFORMING TO THE SPECIFICATIONS. k��ttd IN ACCORDANCE WITH SECTION 302 OF THE .ROAD SIZE REQUIREMENTS FOR CRUSHER RUN AND 8RIDGE SPECIFICATIONS.. AGGREGATE SIZE 25 AND 26 MAY BE USED IN PLACE OF CLASS I BACKFfLL FOR ALL OTHER PIPE REGULAR BACKFILL MATERIAL. IN ACCORDANCE WITH TIBOON 302 OF THE ROAD' .AND BRIDGE SPECIFICATIONS, - 1v00T INSTALL. OF PIPE CULVERTS AND STORM SEWERS SREFEENCE ROAD AND BRIDGE STANDARDS CIRC. PIPE BEDDING AND BACKFILL - METHOD "A') SMOOTH WALL PVC ,103 SHEET TABLE. THESE VALUES ARE. NOT APPLICABLE TO STREET CUBIC YARDS OF CONCRETE 1.0E 4 REVISION DATE 07/12 VIRGINIA DEPARTMENT OF TRANSPORTATION 302. 303 107.01 EW -1,1A F - C 6, BEVEL EDGE IS REQUIRED ON THE HEADWALL AT THE ALET END OF THE CULVERT (WHERE THE FLOW ENTERS THE CULVERT). 7, HEADWALL AT THE OUT CUL Y LET END OF THE VERT MAY BE EITHER SQUARE EDGE OR BEVEL ED(E. B. ON SHALLOW FL WHERE ENDW ARE 1 ' OR LS. ILLS LESS SLOW SHOULDER LINE,TOP OF CONS P TO THE HE ENDWALL SHALL BE CONSTRUCTED PARALLEL THE GRADE OF THE ROAD, 9. " CHAMFER MAY AT MANUFACTURER'S . �'{ PROVIDED ON ALL EDGES UtER'S (WTION EW -1A EpE STANDARD ENDWALL FOR PIPE CULVERTS"DG ROAD AND BRIDGE S STANDARDS 105 12" 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF t 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10L01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTES: 2016 ROAD & BRIDGE STANDARDS RADE CHANGE E DESIRABLE MAXIMUM ENDWALL FOR ELLIPTICAL IPTICAL PIPE 0% NOTE: WHEN A PEDESTRIAN ACCESS ROUTE MEDIUM 500-1500 VPO 5 3 % SIZE OF ELLIPTICAL PPE CULVERT (SPAN x RISE) LOW LESS THAN 509 VPD 56% .THE CROSS SLOPE SHALL BE 27. FOP. 23"04" 30"x19" 34"x22" 38"44" 4211x27" 45"49" 49"x32" 531lx34" A 01-8" 01-9" 01-10" o' -n" 01-11" 11-01, r -o" 11_01, B 1'-211 11_5" 11_6.. 11_6.1 1'-9" 11-10" 1'-111, 11_11" C r-8" r -TY 2'-r' 2 4" 2'-511 T-7" r-8" 2 911 - D r-2" r-71 1-10" 21-0" 2'-3" 2'-5" 2'-8" 2'-10" F 0 -8" 0'-8 O'-9 D _g0 0'-91' (Y-9" O. -q. '-9" H 2' 10" 3'-3" 3 _7" 31-9.. 4,AD« 4._2" 41_5« 4._7„ L 5'-5" 7'-2" W -VI 8'-2" 10'-2" XY-111' 12'-1" 121-11" S 1_11" 2'-6" 21-10" 3'-2" 3'-6" 3'-9" 41-1" 41-5" 0 01-2%2" 0'-31/4" 01-31/x" (Y-4" 01-41/2" 0'-4)(4110' 5" 0'-5vz" b I 0'-2" 0'-2%2" 0`2%" 0'-3" 0'412' 0'-3N" 0 4° 01-4%2, SMOOTH WALL PVC ,103 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TABLE. THESE VALUES ARE. NOT APPLICABLE TO STREET CUBIC YARDS OF CONCRETE X WALL THICKNESS (MN) - INCHES '' ° CaNNECT10N5. CONC,RPE 1 0.502 1 0.855 1 1,236 11.500 1 1.811 1 2.101 1 2.512 1 2,801 EpE STANDARD ENDWALL FOR PIPE CULVERTS"DG ROAD AND BRIDGE S STANDARDS 105 12" 36" CIRCULAR AND 23" x 14" - 53" x 34" ELLIPTICAL PIPES REVISION DATE SHEET 1 OF t 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 10L01 2016 ROAD & BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS NOTES: 2016 ROAD & BRIDGE STANDARDS CLASS A3 .� "'• c HS E- ) CONCRETE 4 • e: o e N 7 �E`;j SECTION C -C ENTRANCE VOLUME RADE CHANGE E DESIRABLE MAXIMUM cc -a1 0% NOTE: WHEN A PEDESTRIAN ACCESS ROUTE MEDIUM 500-1500 VPO 5 3 % CROSSES 4 COMERCfAt. ENTRANCE LOW LESS THAN 509 VPD 56% .THE CROSS SLOPE SHALL BE 27. FOP. - DRAINAGE LAYER, THE BOTTOM OF THE u CURB AND. GUTTER �L_ BE CONSTRUCTED z. A WIDTH OF 5 FEET COURSES AND TO THE DEPTH OF THE (RADIUS TO BE AS I! ><.5TREET APPROACH. 5A E SURFACING (,' GENERAL NOTES N PLANS) SHOWN Q LAN5 o - w .45 MAINLINE ROADWAY (SEE NOTE 31 _ (RADIUS TO BE AS "1 IN T T C -.. 1. WHEN .USED N CONJUA .ION WITH STANDARD _G 3 - R 7 THE FA N THIS STANDARD 1. T D CG E .;URB CE 0 S 5 0 U 5. O 10 OR HI6% AGE. IN :STANDARDS CAN BE MADE AT 7. WHENGI COMBINATION MOUNTABLE CURB AND: GUTTER IS. SHOWN WN N PLANS) 5 0 O L S @ UST TDMAT H T MOUNTABLE CUR. E ADJ D C HE B THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" 5" IL ' CONFIGURATION.. D D D D b IIN G A o•p p A ((SEE OTEG1t6 `- - - - CUTTER MAY CONSTRUCTED THIS AREA MAY BE CONCRETE AT 7" 2'-O" PARALLEL TO THE SLOPE OF THE OPTION OF THE CONTRACTOR SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED 2. SEE STANDARD CG -12 FOR CURB RAMP DESIGN TO BE '- ! 8 1'. e' SIDEWALK USED WITH THIS STANDARD. ? E I 2 x FEOW )`-0W =_c•w M _I 1 ROM AD B STANDARDS (SIDEWALK. 'sEE NOTE 5) w -:- - w ¢ I OPTIONAL UNPAVED SPACE SHEET 1 OF 1 REVISION DATE N FLOW LINE 3. MAINLINE PAVEMENT SHALL BE CONSTRUCTED TD THE :->�. 7 - STANDARD CU;:B DROP INLET R/W LINE (EXCEPT ANY SUBGRADf STpBiLIZATION 12, ?c_I ' 'r1IP_• (LIAR IVII.iv1 DEP I • : I, "`""'�'',"--" .� b 133 REQUIRED FOR MAINLINE PAVEMENT WHICH CAN BE EXPANSION J. -O. MAX. PIPE TO WITH E %PANSION OMITTED tN THE ENTRANCE ) JOINT w (TYPICAL) JOINT 4 RADIAL. CURB OR COMBINATION CURB AND GUTTER II - - NO SCALE 4. THE INVERT SHAPING AS DETAILED HEREON IS 70 CON -SST OF A I �. SHALL NOT BE CONSTRUCTED BEYOND THE R/W LINE NOTE, WIDTH "B' 2'-I)-. OR AS nNAINUNE ROADWAY EXCEPT FOR REPLACEMENT PURPOSES: SHOWN ON TYPICAL �c,v SEC TON, f>, SHEET 1 OF 2 REVISION DATE PLAN VIEW ENTRANCE NOTES - DETAILS OF INVERTSHAPINGAS SHOWN HEREON :ARE FOR. EXAMPLE 5. WHEN THE ENTRANCE RADII CANNOT ACCOMMODATE THE PURPOSES (X'iLY, EACHMANIu)LE DR DROP INLET IS TO BE SHAPED - XWNYIDUALI,Y Tp BEST FIT THE PARTICULAR INLET AN OUTLET TURNING REOUIREMENTS OF ANTICIPATED HEAVY TRUCK STAB IJZED OPEN NO.20 AGGREGATE MAINLINE ROADWAY SLOPE'- TRAFFIC, THE DEPTH FOR SIDEWALK & CURB RAMPS TYPE PIPE 3EW.T. 41- NOM. DIAMETER IO'PARABOLIC CURVE (ENTRANCE ONLY) WITHIN THE UMTS OF THE RADIISHOULD BE INCREASED TO 7".. (SEE CG -13) T OPTIONAL® EDGE Of P�Al 8%.MAY, D CHANGE ,. -- - 6 PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW CORRUGATED PE AASHTO M-252 - LINE IS'REOUREO TO PROVIDE POSITIVE DRAINAGE ACROSS MAINLINED -R-- - _ _NOTE 7) THE ENTRANCE. 302 VIRGINIA DEPARTMENT OF TRANSPORTATOY 7 THE DESIRABLE AND MAXIMUM ENTRANCE GRADE CHANGES E CE GRADE CHIvtiGE -- -- 1 l p T 'D'" ARE LISTED N THE ALLOWABLE E ENTRANCE GRANS SMOOTH WALL PVC ,103 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TABLE. THESE VALUES ARE. NOT APPLICABLE TO STREET UNDERDRAN SHALL BE CENTERED UNDER CURB AND GUTTER. X WALL THICKNESS (MN) - INCHES '' ° CaNNECT10N5. 5' MIN. 20' MINIMUM FOR (OVERLAP 1'-0" AT TOPDOWN .77 - STABILIZED PAVEMENT caM»(ERaAI ENTRANCE INTERSECTION NOTES -DRAINAGE SEE NOTE 9 W: 111 FOR STREETCONNECTIONS.TH 8 HEN CG S USED O 5 EE .E ® CONSTRUCT GRaDE CHANGES WITH A PARABOLIC CURVE.OF BE CONNECTION MUST B_ DESIGNED W ACCORDANCE WITH E A - _EPSIOULDER SEE NOTE 1 '^0° AASHTO POLICY AND THE APPLICABLE REQUIREMENTS 4" PIPE N57 AGGREGATE, 88 AGGREGATE DATION Q CRUSHED GLASS MEETING 18 GRADATION REQUIREMENT, SECTION A A DISTANCE ROADOT DESIGNK STOPPING �f (FOR USE WITH STABILIZED OPEN -GRADED DUNNAGE LAYER) SC TH VALUE REQUIREMENTS. 9 OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A PAVEIENT. 3 NOTES( 4" -- PORTION OF GUTTER TO PROVIDE POSITIVE DRAINAGE EDGEDRAMIS IN GORE AREAS 2. (LONGITUDINAL.TLY r' B ACROSS THE INTERSECTION. 3. INVERT ELEVATION AT OUTLET END OF L OUTLET PPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE, H ALLOWABLE ENTRANCE GRADE CHANGES - - - - - - r COMMERCIAL SIDEWALK OR LOCATED EVERY 350'MAXI1UM OR AS NOTED ON PLANS. UNDERDRAINPIPE CLASS A3 .� "'• c HS E- ) CONCRETE 4 • e: o e N 7 �E`;j SECTION C -C ENTRANCE VOLUME RADE CHANGE E DESIRABLE MAXIMUM HIGH MORE THAN 1500 VPD 0% 3% MEDIUM 500-1500 VPO 5 3 % 6 % LOW LESS THAN 509 VPD 56% 8:% NOTE. ALLOWABLE ENTRANCE GRADE TABLE IS NOT APPLICABLE. TO STREET CONNECTIONS SPECIFICATION. . \V C)OT REFERENCE METHOD OF TREATMENT ROAD AND BRiOCE STANDARDS sae (CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL ENTRANCES) REVISION DATE SHEET t of t VIRGINIA DEPARTMENT OF TRANSPCRTATION .07!15 20104 1, THS ITEM: MAY BE PRECAST OR CAST N PLACE, _2. CONCRETE TO BE CLASS A3 IF CAST N PLACE, 4000 PSI IF PRECAST, 3_ COMBINATION CURB 4 GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS: RMAL C{M,6NATION CURB NL GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB a, GUTTER BE CONSTRUCTED PARALLEL TO THE SLOPE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, IS BASED ON OWABLE ROADWAY ERA CLASSFITHE ICCAT1ION OF AND DES" SPEED AS SHOWN IN APPENDIX A OF R THE ROAD DESIGN MANUAL IN THE SECTION ON.GS.URBAN SrANDARW I> Fo D. D D D D P D ♦ F D p A D D D THE 80TTOM Of THE CURB AND 6" 2'-0" PARALLEL TO THE OPE OF SUBBASE COURSES PROVIDED -THS AREA MAY BE CONCRETE MINIMUM DEPTH OF 7" AT THE OPTION Or THE" CONTRACTOR 15 MAINTAINED. REFERENCE COMBINATION 6" CURB AND GUTTER �1 105 (IOM N9fi !.ROME STADARDS SHEET 9 OF 1 SO2 VIRGINIA .DEPARTMENT Cf TRANSPORTATIONREVISM DATE 20103. eV 10 KURU b. UKIU(it S I ANUAKU3 2016 ROAD&BRIDGE STANDARDS 2016 ROAD & BRIDGE STANDARDS CG -7 NOTES- 1, TINS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE To BE CLASS A3 F CAST IN PLACE, 4000 PSI F PRECAST. 3. COMBINATION CURB Ilk GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE .OF CURB)SHALL BE PAD FOR AS RADIAL COMBINATION CURE 6 GUTTER. - 4. FOR USE WITH STABILIZED OPEN -GRADED - DRAINAGE LAYER, THE BOTTOM OF THE u CURB AND. GUTTER �L_ BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. ALLOWABLE CRITERIA FOR THE USE OF CG -7 IS BASED 019 ROADWAY CLASSIFICATION AND DESIGN SPEED AS SHOWN IN APPENDIX A. OF THE. VOOT ROAD DESIGN MANUAL IN THE SECTION ON URBAN OS STANDARDS. S. WHEN THIS STANDARD IS TO BE TED INTO EXISTING BARRIER CURB. THE TRANSITION 1S. TO BE MME WITHIN 10 OR HI6% AGE. IN :STANDARDS CAN BE MADE AT 7. WHENGI COMBINATION MOUNTABLE CURB AND: GUTTER IS. USED, THE STANDARD ENTRANCE GUTTERS OR STANDARD CONNECTION FOR STREET INTERSECTIONS ARE TO HAVE THE MOUNTABLE CURB CONFIGURATION INCORPORATED. 2" 5" IL ' n . s s q D D D D b IIN G A o•p p A THE BOTTOM Or THE CURB AND CUTTER MAY CONSTRUCTED THIS AREA MAY BE CONCRETE AT 7" 2'-O" PARALLEL TO THE SLOPE OF THE OPTION OF THE CONTRACTOR SUBBASE COURSES PROVIDED A MIN. DEPTH OF 7" IS MAINTAINED XV00"IrSPEF�EII ( ,: c ^nNNrrnR , AND JR T . AN F WITH % 4" " C BE. CHC EO ! S UO aR 2 _HE - 'AIE_OED70 3eNT:PLATE AT 2'C -C. 5E DETAILS ON - L , _i OI 3A p1-36 - G( ..(. L I - I 1 ---- - - --- �it COMBINATION 4" CURB GUTTER E I 2 x FEOW )`-0W =_c•w M _I 1 ROM AD B STANDARDS AND VIRGINIA DEPARTMENT OF TRANSPORTATION DETAIL L ,1 .n HE`v USED. SHEET 1 OF 1 REVISION DATE 105 502 201.04 2016 ROAD & BRIDGE STANDARDS Cr ? 36 3C cxPAISICN K-YEU 7: (Am n Cr im L 1 JOINT . EXSAI.SK)N .)CIT .?'-1J:'.. r FP.ANE & COVER x CONST $MR'S D� N. APPROACH 'PAPE _ � :SEE_$TANJARD IC -2: A,�yACK ()F SIDE JIALN ! .C•NT �.1 LA. Q 2 l^u 7IARNEE.pp f BARS G , I A. --BAPS " ', �• �. F"fi.,F„ & T)AT C ', I i.. -SUBBASE _ W 1 AR BAR'S B rc ARS F >. 1 I I - � HAR A DWCE (HOLE. I "�h Z 4 t BARS r� WEER L7III_ Y: LL 0 I 4 b li I 34H. I; ..IBM A f .:. _ ,`:i �- D R `.TEFS.'SE I NOTE 5 Ij[[r' ..� 1t' -BARS 13. }tG1 Jh (;DNB-/ 1� �}' Zk ... tTTFR. . . T.... �..� 2. ... ti : P" i. ti L AI.K:I.UNI..UL .UINI CRACK CUN.RJ_ JUIN,. 5�•P' HJUIN 6-0. '6•HA1J. A C• �'_AN I - SE,TION. A -A: OUTLET PIPE !r. r L -VARIABLE - MAX'. 20' _9 O. 9 B� -. ,. Y.... :: - K':Yrfl C',ON1r.3 .l(XNT i - �� 2-- " 4 2, CIAR`ER .:.: URD _.APB' AC -1 za A -/ BARS / r / T TER i , sU f 1 A - N f � 1 xt} : FALL - - - - - - - `,' CC �(•. _DMT f ( - TAA. a� H BARS E� _ - ,, D 4 '.\Y ` -*S' JIA,>t 1_H ` 1WEEP IIOLC rLEAATIOd - w. BARS E 8Fr /r NT BARS - -`'--: -• fGJTTER REMO'.iEO: . F -/ �rh sx,•�• irNT,P Arr F"4 ..ELTIL`•) 8- r r i 4 r• i TYPE. .. NOSE C'ETNH!,L L SL BE U5 '0. . WITH CC-3AV'1.J 3 & CC -7: SFARD$. L2h'X21/i"I Q , GAVANI1ZTD ' iYFE B NOSE DETAIL SHALL BE USED WIT-( CC -2 STAIi1pARCS. T. - ,. ,: . IY L B +J.ALVAN /EN 'I AIH' FC•!R T".Ff" A. 110 NRf '.RrN- DN 4N AIC, F or 118• S()'. .< X { aIU ... ..'B£Nt [,JHN£L JH WE_DtU TO. ANGLE ROti AT 2 C -C. ( ,: c ^nNNrrnR , AND JR T . AN F WITH % 4" " C BE. CHC EO ! S UO aR 2 _HE - 'AIE_OED70 3eNT:PLATE AT 2'C -C. 5E DETAILS - L , _i OI 3A p1-36 - G( ..(. L I - I 1 ---- - - --- �it a- AP R. PAVEM•AT --WAF.'Eo PA4=HENT I ` 1 Y - I' E I 2 x FEOW )`-0W =_c•w M _I 1 _ t1 . - DETAIL L ,1 .n HE`v USED. -•-- =OR. USE ON GTRADES. ' ADJACENT TO CURB -DR USE IN SAGS WITHOUT GATT=R . 6CTH SIDES P.) BE S"MMET? G,Y SHEET , x': 2 - STANDARD CU;:B DROP INLET SLOPE TO ORAN 12, ?c_I ' 'r1IP_• (LIAR IVII.iv1 DEP I • : I, N I7 .� b 133 4D4.C9 111:. L•EF1 T,4=).1 U• IHAI�P3RTATIJV SHAPING. M. E T N T: QF AH1'141 AND �.E f- YERTS N ACCORDANCE WITH MHA r -9Y'," DIA. THE LETTERS V.D.O.T.ARE OPTIONAL F USED THE LETTERS ARE TO <E CAST IN THE DEPRESSION N BE COVER 1" WIDE RAISED %" FiGH AS )fix" Y!' 1Vs SHOWN. )v D ON e _ 1 T -8%s' DIA. SECTION A LETTERING OPTIONAL APPROXIMATE WEIGHT CAST RON FRAME 239 + 12 LBS. COVER 137 3 7 LBS. B TOP A I SECTION B -B BOTTOM \vmT SREFERE TE ROAD AID BRIDGE STANDARDS STANDARD MANHOLE FRAME AND COVER REFERENCE SHEET 2 OF 5 REVISION DATE 224 VIRGINIA DEPARTMENT OF TRANSPORTATKRJ 302 106.02 UD -4 ■ GEOTEXTILE DRAINAGE FABRIC UNDERDRAIN SHALL. BE CENTERED UNDER CURB AND GUTTER (OVERLAP 1'-0" AT TOP PAVED SHOULDER i ^57 O GEOTEXTLE DRAINAGE FABRIC -0" (OVERLAP 1' 0" AT TOP) PAVEMENT SNIPE. TO ELEVATION BAS - • •� •� • PAVEMENT OF MD -POINT OF 1 LARGEST. PIPE. UNSTABILIZED OUTLET PIPE !r. SIJBGRADE 0 O , 0 1- U } .-, SHAPE TO H I CONTOUR H I SUBGRADE OUTLET PPE AGGREGATE OR CRUSHED '% OF RPE I , GLASS MEETING N8 157 AGGREGATE. 18 " PPE I 1 AGGREGATE OR CRUSHED - (EDGE OF PAVED SHOULDER) r az_ GRADATION REQUIREMENT. r r i 4 r• i CURB AND GUTTER SECTION FE UD - 4 UP TO ELBOW, PIPE ISPERFORATED 45" ELBOW .,T i i 9 a CONNECTION J N R SLOPE T0 DUAN 0 T INVERT OF CU?LET PIPE A- \ `�✓ - SECTIONA PRIMARY DIRECTION TRENCH WITH METHOD OF TREATMENT IN DROP INLETS OF WATER FLOC DRAINAGE FABRIC N U C N ZZ - NON PERFORATED OUTLET � (TYPICAL) TRANSITION BETWEEN PIPE DIAMETERS WHEN DIFFERENT SIZES OF PIPES. 45" ELBOW W ARE £NCWNTEREO, ( - s 45" WYE SLOPE TO ORAN COM9ECTION N I7 � \ TO INVERT OF \ OUTLET Pte : NOTES; PAY FATS U SHAPING. M. E T N T: QF AH1'141 AND �.E f- YERTS N ACCORDANCE WITH J. -O. MAX. PIPE TO WITH THIS ORRAWNG iS 70 APPLY TO THOSE. STRUCTURES SPECIFIED l 1 ON PLANS OR WHERE INVERTOF PIPE :S ABOVE INVERT OF 1 STRUCTURE, 1 451 t (TYPICAL) MANHOLE OR DROP INILET S TO BE FORMED AND CONSTRUCTED r N ACCORDANCE WITH APP4.NCA9L£ STANDARD OR SPECIAL DIRAWINO, / NO SCALE 4. THE INVERT SHAPING AS DETAILED HEREON IS 70 CON -SST OF A I �. STANDARD PAVEMENT EDGEDRAJIN PORTLAND CEMENT CONCRETE MIX CONFORMING TO CLASS A3 OR CLASS 01IEXCEpT-TNAT 25X 4F COARSE AGGREGATE MAY BE ROAD AND Bv°STADARDS VIRGINIA DEPARTMENT OF TRANSPORTATION UP F0: 4 IN «AAET£R ANO.. 157. OF. STONE BYNCH(EN _ BRICRr v. JJ/ ...... BROKEN CONCIET ' pi 9 C RET K: TH E ROK�ONC E SOC E SURFACE . -. • ' _.. , ALL BE LEFT SMOOTH BY X�HAND TROWELLNC..NHE i SHEET 1 OF 2 REVISION DATE HE C0+4:5£ ' AGCR.=E SHALL REMAIN EXPOSED. - V' DETAILS OF INVERTSHAPINGAS SHOWN HEREON :ARE FOR. EXAMPLE PURPOSES (X'iLY, EACHMANIu)LE DR DROP INLET IS TO BE SHAPED - XWNYIDUALI,Y Tp BEST FIT THE PARTICULAR INLET AN OUTLET LONGITUDINAL PERFORATED PIPE UD -4 STAB IJZED OPEN NO.20 AGGREGATE CDNN'1(IURATION AND FLOW .LINES, SECTION. B -B GRADED DRAINAGE PAVEMENT °V TYPE PIPE 3EW.T. 41- NOM. DIAMETER PL AN SUBBASE LAYER :':':'.:� i 4" PIPE ADE METHOD OF TREATMENT IN MANIHOLES SUBGRADE- OUTLET RPE CORRUGATED PE AASHTO M-252 SEE NOTE 1 157 AGGREGATE. 18 AGGREGATE OR CRUSHED STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS GLASS MEGRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE 302 VIRGINIA DEPARTMENT OF TRANSPORTATOY TYPE OF PPE CRUSHING STRENGTH 34 W.T 4" NO9rL DIAMETER PAVED SHOULDER SECTION SMOOTH WALL PVC ,103 UD -4 ■ GEOTEXTILE DRAINAGE FABRIC UNDERDRAIN SHALL. BE CENTERED UNDER CURB AND GUTTER (OVERLAP 1'-0" AT TOP PAVED SHOULDER ■ O GEOTEXTLE DRAINAGE FABRIC -0" (OVERLAP 1' 0" AT TOP) PAVEMENT P -L NA BAS - • •� •� • PAVEMENT MATERIALS • -" UNSTABILIZED OUTLET PIPE SUBBASE SIJBGRADE 0 O , 0 1- U SEE NOTE 1 157 AGGREGATE, 18 SUBGRADE OUTLET PPE AGGREGATE OR CRUSHED SEE NOTE 1 GLASS MEETING N8 157 AGGREGATE. 18 " PPE VARIABLE GRADATION REQUIREMENT. AGGREGATE OR CRUSHED - (EDGE OF PAVED SHOULDER) GLASS MEETING 18 az_ GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION FE UD - 4 UP TO ELBOW, PIPE ISPERFORATED 45" ELBOW UP TO ELBOW PPE IS PEW&ATED CONNECTION J PPE -LESS AGGREGATE PRIMARY DIRECTION TRENCH WITH OF WATER FLOC DRAINAGE FABRIC N U C N ZZ - NON PERFORATED OUTLET � (TYPICAL) ,E 0` 45" ELBOW W CONNECTION s 45" WYE COM9ECTION N I7 PAY FATS U FOR OUTLET J. -O. MAX. PIPE TO WITH 451 MOWN a (TYPICAL) OUTLET PPE NO SCALE STANDARD PAVEMENT EDGEDRAJIN REFERENCE ROAD AND Bv°STADARDS VIRGINIA DEPARTMENT OF TRANSPORTATION 240 258 501 701 SHEET 1 OF 2 REVISION DATE 10$,06 GEOTEXTILE (OVERLAP 11'-0"A'TATOP) GE �'C PAYED SHOULDER LONGITUDINAL PERFORATED PIPE UD -4 STAB IJZED OPEN NO.20 AGGREGATE CRUSHING STRENGTH GRADED DRAINAGE PAVEMENT °V TYPE PIPE 3EW.T. 41- NOM. DIAMETER LAYER • SUBBASE LAYER :':':'.:� i 4" PIPE ADE SMOOTH WALL PVC .103 SUBGRADE- OUTLET RPE CORRUGATED PE AASHTO M-252 SEE NOTE 1 157 AGGREGATE. 18 AGGREGATE OR CRUSHED GLASS MEGRADATION REQUIREMENT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS (ED(E OF PAYED SHOULDER) TYPE OF PPE CRUSHING STRENGTH 34 W.T 4" NO9rL DIAMETER PAVED SHOULDER SECTION SMOOTH WALL PVC ,103 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) SMOOTH WALL PE 70 PSI9EB4N( UNDERDRAN SHALL BE CENTERED UNDER CURB AND GUTTER. X WALL THICKNESS (MN) - INCHES '' ° )0-0( TESTED ACCORDING TO ASTM 0-2412 AT 5X DEFLECTION. GE07EXTLE DUNNAGE FABRIC (OVERLAP 1'-0" AT TOPDOWN .77 - GRADE STABILIZED PAVEMENT -ES SHOULDER OPEN GRA DAR -DRAINAGE SEE NOTE 9 NONPEPopRl LAYER " MAN L EPAYEMENT pEOATED Y CONECC7IONSUBBASE T ET P SUBGRADE L. � - _EPSIOULDER SEE NOTE 1 '^0° -ES 4" PIPE N57 AGGREGATE, 88 AGGREGATE DATION Q CRUSHED GLASS MEETING 18 GRADATION REQUIREMENT, s rv. IJD-4 REQro, _$ / ST'D.UD-4 REQ'D. !'r CURB AND GUTTER SECTION �f (FOR USE WITH STABILIZED OPEN -GRADED DUNNAGE LAYER) SHOULDER PAVEIENT. 3 NOTES( ES EP 1 c 1. 4" MINIMUM. PROVIDED ATTAINING MINIMUM 4" of AGGREGATE ON TOP of PPE. EDGEDRAMIS IN GORE AREAS 2. (LONGITUDINAL.TLY TNON-PERFORATEDCONNECTSPE TSETILRE DROP INLET. MANHOLE.COUTLE SS AROT REQUIRED. 3. INVERT ELEVATION AT OUTLET END OF L OUTLET PPE TO BE A MINIMUM OF 1'-0" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE, 4 ALL CONNECTIONS (ELBOWS, WYES ETC.) WITHIN PAY LIMITS FOR OUTLET PPE - - - - - - ARE TOBE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE, COMMERCIAL SIDEWALK OR ENTRANCE UNPAVED SPACE 5. OUTLET PIPES ARE TO BE INSTALLED ON 2X MIN. (3X DESIRABLE) GRADE AND PERFORATED LOCATED EVERY 350'MAXI1UM OR AS NOTED ON PLANS. UNDERDRAINPIPE 6, TTPII NE TO 13E SECURELY CONNECTED TO EW -12 OR OTHER DRAINAGEREGA PERFORATED EDiAN R SIT PUS 7, WITHIN OF COMMERCIALENTRANCE, NON -PERFORATED PIPE SHALL BE OMM TFA I LIMITEU DTE OF PERFORATED LE UTILIZB. THE LENGTH OF PIPE BETWEEN THE WYE CONNECTION AND THE EW -12 SHALL BE ST'D, CIAO MAINLINE ROADWAY LIMITED TO NO MORE THAN V-0" TO PERMIT CAMERA UNDERORAN BETWEEN THE LBiTS OF INSPECTION OF THE MAN LINE L g1TTER IN EITHER DIRECTION. ST1D•CURB COMMERCIAL ENTRANCE CURB RETURNS -�.I{ a GurrE R WLL,P I - B E NOH(. ERFDRATED PIPE. 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERAL CANNOT BE MAINTAINED UNDER CURB AND GUTTER, NO. 21B AGGREGATE SHALL BE USED DOER CURB AND GUTTER. NO. 21B AGGREGATE MAY ALSO BE USED FROM TOP OF STABILIZED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. SPECIFICATION \/DOT REFERENCE STANDARD PAVEMENT EDGEDRAIN ROAD AND BRIDGE ST ANDAR05 240 258 501 VRG14A DEPARTMENT OF TRANSPORTATION REVISION DATE SHEET 2 OF 2 108 07 701 LL14 a Z J IN C� J QI 0:: cn T ' z C) a- C) =-- Z O H�m�j U cn Z Of _6 J M = U �w LL- C) W 7 O d U V) Z J W -JW V) OU W ■ O � HN LEWIS ■ O �01?1 �SSIONAL ■ N P -L NA DRAWN BY: JOB NO.: P -L 1706001 SCALE: DATE: F- O CO 0 O , 0 1- U 6 N N 04 U j w Q I1 03i N (0 az_ a> 41 ujO Of (� 0 r, .� J w'�v0 LII U W N U C N ZZ - ,E 0` W V) s O U Z N I7 z U f LJA.I MOWN a 00 U V) Z J W -JW V) OU W A 1,'TH OF j'� O � HN LEWIS Lic. No. 021621 �01?1 �SSIONAL SURVEY: C.I.: P -L NA DRAWN BY: JOB NO.: P -L 1706001 SCALE: DATE: SHOWN 11/20/18 _____-__ LLJ X (1)TC 20WIDE LANDSCAPE STRIP PER PROFFERS (15)J S..00 1)TC 1 TC 1 (1)TC (1)TC 1T . • r. 15)JC (1)BNKc •• MU (15)WF BN.. ,.: .. 20' WIDE LANDSCAPE = •' " :� ; . STRIP PER :- PROFFERS 'g —(1)BN 1)BN 15)VS ti:�i•. :. ... )BN MAA PARCEL 2D PLANT LIST (30)VP (TO BE MAINTAINED AS 36" HIGH HEDGE) Q (15VP (TO 'BE IIIAINTLED1 AS 36" HIGH HEDGE) (1)UP. 1 3 00 W'r'S a owl KEY QTY. BOTANICAL NAME COMMON NAME 1)BN SPACING AA 2 Amelanchier arborea Downy Serviceberry 2" Cal. See Plans BN 8 Betula nigra River Birch PARCEL 2D See Plans JI 8 Juniperus chinensis 'Iowa' Iowa Juniper 48" height a 4);ij. 8 Juniperus chinensis 'Mountbatten' ' 48' height �. a.: SOF - • 1!INu' ' • : PEE Sargent Juniper 3 gal. cont. 4' o. c. JC 48 (4)JI (1)VP 18" height 4' o. c. TC 6 Tilia cordata 1 3 00 W'r'S a owl KEY QTY. BOTANICAL NAME COMMON NAME SIZE SPACING AA 2 Amelanchier arborea Downy Serviceberry 2" Cal. See Plans BN 8 Betula nigra River Birch 2" Cal. See Plans JI 8 Juniperus chinensis 'Iowa' Iowa Juniper 48" height 4' o. c. JM 8 Juniperus chinensis 'Mountbatten' Mountbatten Juniper 48' height 6' o. c. JS 15 Juniperus chinensis 'Sargentii' Sargent Juniper 3 gal. cont. 4' o. c. JC 48 Juniperus chinensis 'Sea Green' Sea Green Juniper 18" height 4' o. c. TC 6 Tilia cordata Littleleaf Linden 2" Cal. See Plans UP 11 Ulmus parvifolia Lacebark Elm 2" Cal. See Plans VS 1 Viburnum plicatum 'Summer Snowflake' Summer Snowflake Viburnum 36"ht./3gal. See Plans VP 53 Viburnum 'Pragense' Prague Viburnum 36" height 4' o. c. WF 18 Weigela florida 'Alexandra' Wine and Roses Weigela 3 gal. cont. See Plans 1 —,__J 1 30 0 30 90 Scale in Feet ROUTE 11 R -O -W � I DECIDUOUS TREE SHRUB WALK ROUTE 11 LANDSCAPE EASEMENT NOT TO SCALE LANDSCAPE INSTALLATION: 1. Confirm the locations of any utilities above or below ground prior to commencing work. Contact the Landscape Architect in the event that utilities or any other structure conflicts with the layout shown on the plan. 2. Verify the quantities shown on the plant list with totals indicated on the plan. Contact the Landscape Architect in the event that discrepancies exist. Supply unit prices to the Owner at time of bidding. 3. All materials are subject to approval by the Owner or Owner's representative. Provide the Owner with a tag from each plant species and a list of the plant suppliers. Where any requirements are omitted from the Plant List, use plants which meet the normal requirements for the variety according to the American Association of Nurserymen. 4. Plants shall be sound, healthy, vigorous, well branched, free of disease, insect eggs and larvae, and shall have adequate root systems. 5. Sizes specified in the Plant List are minimum sizes against which the plants will be judged. Failure to meet minimum size on any plant will result in rejection of that plant. 6. Groups of shrubs shall be placed in a continuous mulched bed with smooth, continuous edges as shown on the plan. All mulched beds shall be curvilinear in shape following the contour of the plant mass. Apply a minimum of 4 inches of mulch uniformly over beds. Trees located within four feet of any shrub bed shall share the same bed. Grade finished planting beds so as not to impede surface drainage. 7. Locate trees a minimum of 3 feet from walls or walks, if possible. 8. Stake and guy all trees according with standard practice and/or the suppliers recommendations. At a minimum, all deciduous trees shall be double—guyed with 72" hardwood stakes driven firmly into the ground. Secure tree to stakes with #9 galvanized wire guys with rubber hose connections. Stakes shall be 2" x 2" x 72". 9. Use shredded hardwood bark mulch in all planting beds. 10. Remove all togs, twine and containers from installed plants. Roll back burlap one third on all B&B plants. 11. All plant substitutions are permitted with consent from the Landscape Architect and the Frederick Co. Planning Department. 12. Prepare the soil in all bedding areas by mixing into the top six inches of soil one cubic yard of manure, peat and 10-6-4 granular fertilizer per 100 square feet of area. Remove any turf, weeds or other vegetation completely prior to installation. 13. Plant all materials in their appropriate season. The Contractor shall guarantee all plant materials and workmanship for a period of one year from time of installation. 14. All existing plant materials shall remain unless otherwise noted on these plans. 15. All plantings must conform to sec. 165-203.01 of the Frederick County Zoning Ordinance. 16. No trees or shrubs shall be placed on Frederick Water easements. NOTE: CONTRACTOR TO REGRADE, SOD OR HYDROSEED AND STRAW MULCH ALL AREAS DISTURBED AS A RESULT OF THEIR WORK. (2) UPRIGHT STAKES TO BE USED ON TREES UP TO 12' HGT. LARGER TREES TO BE GUYED. TREE WRAP MAIN TRUNK RUBBER HOSE 2"x2" HARDWOOD GUY STAKE 2 PER TREE 12 GAUGE GALVANIZED WIRE—DOUBLE STRAND TWISTED 4" MULCH 3" SAUCER AROUND TREE----- EXISTING REE--- EXISTING GRADE Proposed Impervious Areas: Roof Area= 4,792 sq. ft. �OV Parking Area= 46,613 sq. ft. �O Other Pavement= 4.130 sq. ft. N Total Impervious Area= 55,535 sq. ft. SOIL MIX Lot Landscaping: C. No. Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Parking Area Required Trees: 46,613 sq. ft./2,000= 23 trees NM SURVEY: Provided Trees: 23 trees V) N � N Required Headlight Screening: 3' high screen along Rights—of—ways and COMPACTED MOUND TO PREVENT Interior Areas: (1) Tree Per 10 Parking Spaces N DATE: Trees Required: 41 spaces/10= 4 trees TREE FROM SETTLING — 6" MIN. HGT.i SHEET: Trees Provided: 4 trees 00000 5% Interior Greenspace Required: 46,613 sq. ft. x .05= 2,331 sq. ft. 1 Provided Interior Greenspace: 6.9% or 3,218 sq. ft. Dumpster Area Screening: Provided �I 1 Zoning UPRIGHT STAKES EXTENDED TO 2 FIRM BEARING C 'E Proffer Landscaping: Provided Low Profile shrubs on low berm along Route 11 right of way. r=' REMOVE TOP 1/3 OF ALL BURLAP & O ROPE FROM ROOT BALL. Parcel TREE PLANTING O SECTION Greenspace Provided: 84.1% or 64090 sq. ft. NOTE: PLANT SPACING VARIES—(SEE PLANS)— PRUNE ALL BROKEN, DISEASED, AND WEAK BRANCHES. COMPACT SOIL TO 85% AT OPTIMUM MOISTURE CONTENT SHRUB PLANTING BED SECTION LANDSCAPE REQUIREMENTS FOR PARCEL 2D: Parcel Greenspace Required: 15% or 11,435 sq. ft. Parcel Greenspace Provided: 29% or 22,181 sq. ft. 0 W U W 3 O a_ Q Z g UJI Q. U 0 Z Proposed Impervious Areas: Roof Area= 4,792 sq. ft. �OV Parking Area= 46,613 sq. ft. �O Other Pavement= 4.130 sq. ft. N Total Impervious Area= 55,535 sq. ft. Parking Lot Landscaping: C. No. Perimeter Areas: (1) Tree per 2,000 sq. ft. of Impervious Parking Area Required Trees: 46,613 sq. ft./2,000= 23 trees NM SURVEY: Provided Trees: 23 trees V) N � N Required Headlight Screening: 3' high screen along Rights—of—ways and adjacent properties. Interior Areas: (1) Tree Per 10 Parking Spaces N DATE: Trees Required: 41 spaces/10= 4 trees C° SHEET: Trees Provided: 4 trees 00000 5% Interior Greenspace Required: 46,613 sq. ft. x .05= 2,331 sq. ft. 1 Provided Interior Greenspace: 6.9% or 3,218 sq. ft. Dumpster Area Screening: Provided �I 1 Zoning District Buffers Screening: 2 B2 against (vacant) RA: no buffer required C 'E Proffer Landscaping: Provided Low Profile shrubs on low berm along Route 11 right of way. LANDSCAPE REQUIREMENTS FOR PARCEL 2: O Parcel Greenspace Required: 15% or 11,434.5 sq. ft. O Parcel Greenspace Provided: 84.1% or 64090 sq. ft. ~ W Proposed Impervious Areas: Vehicular Pavement= 12,140 sq. ft. Total Impervious Area= 12,140 sq. ft. Parking Lot Landscaping: None Interior Areas: None Zoning District Buffers/Screening: B2 against M1: Category A Buffer 25' inactive/25' active with no Landscape Screen 0 W U W 3 O a_ Q Z g UJI Q. U 0 Z 0 0 z0:� J W �w �0 MLL2 O w H OF ArAL'T kj� �OV O �O ...I ■ N C. a wo C. No. E NM SURVEY: C.I.: V) N � N 1 DRAWN BY: JOB NO.: W Q 1 I I N C0'40 N DATE: a z C° SHEET: W 00000 v 1 Y > a- �I 1 W w `. 2 ffi,�a; U~ C 'E � Wa= ' W i a- *(_0 O UJ Z Z N v O Z U ~ W r- 0 0 z0:� J W �w �0 MLL2 O w H OF ArAL'T kj� �OV G� �O C. S 9 C. No. 021621 SURVEY: C.I.: DRAWN BY: JOB NO.: P—L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 13/ 1 0; 1 i i 1 +o 1 � 0 'o +o O 1JJ0 O \ ` +O +0 +00 O I " +O 0 - - 0 - - - - - - - - - - - - - - - ___71 O +O +O 0 O O +O +O 0 +o o +0 O o C +� +0 0 +0 0 +o +0 LLl o o I +o +o o 45 +o - o o *� ( +o +0 +oo O +o o 0 46 46 0 40+0 +�^ ^+0 o +o ( Cv r3 ; +O 0 N O M +O - O N +O + O + +O 0 O +0 - O 0 N +� M +0 + +O +0 O N +0 +O t0 t +o O +O DD +O a?o +O to O O +O +^ t0 +0 (v +O +0 - - - -- - N +• O _ +O t0 O +N +M +O +M O M f +O 0 CO >� +� _ I ( � LLJ +p +tF Ot +^ +O CV +O +0 0 *0 +� + ^ +0 O O +0 0 +0 +V: 1 +� oky *� '- +0 +^ 0 +^ to i +o +09 o 0 1 +o to 00 *^ o +�r ^ +� 01 7 +00 _ +O +^ ++ri N o1 *°' +(d 1n _ +o ,� O t +N 0 'c +Ni Go +0 O r+0 tt /C?_ +^ +� 0 +^ c} +.01 0p? � +o O O q 1j1 ^ +N *0 + of +�V ` M +0 +0 +- O O �� + +.� I O g O +.- sh 8 +0 + 10 + +N 1� n Q 001 +to o n I +M +� +o +o 0 II 1 f1 'A # j 88II k ccttjJ #^y +^ +0`; No f +0 o t0 t •F +O (d + +C; ^ O + '1 04 to i Ott, +O ,�Q +^ 0) *^ +O ^ M 1 I 01 +O�f ►O0 ^ N 1I + to � '�■•a N® +6 +0 +^ 43 to +o +o 0 ♦; N +0 + to+^ po �o 414 C14 +0 ^ 0 1+0.0475 cli 40 116 +0 +M5 a o +O OOt0 + O 0 1 +^ +O N ^ +0 J 0 _ +O +O to , Q n +� O O #0 40 o l +0 + ■. +0 • +tl +O 0 1 +O I ^ +M c0 0 _ to +O O 1 N +" ^ w O +N +0 M +O I '� +0 Q a L0 n *� 1 +0 +0 t0 t +^Zl +O (V C +O O O � +N � +O +O d n Q to r3 N +O N .14 +.- O +O +O ,� to e o +O O N +^ .eQ n +O _ +O t0 to M�■ 0) • +lj N+0 O N6 C +O I + +M Q "L ...r +aF O +6 +tv +0 1 0 •- Q N +o 19 +o CO oa '* * ■ +� *`•i °' oto-• 11 +0 +0 ^ O 1 +0 + t0 +•0 • + N +'0 O M O O OD +0 I +'d' ri � . + co +O +0 0 04 + �t ✓ 4 46 +0 0 .4 0i ■ a +o N_ +o O T +O . N t0 "�'L.! 1 ^ N 01 +0 +0 0 t +O /+0a 0 0) w r 7 +0 0 aD �h + +O / + m +0 of Q Q •g +0 +o +0 ,o O 1 +O +^ ■ 1' + +o I s ■ m to _ ( +r) ^ +0 1 t-5 04 O +^ +e} M N {�� ZJ •a +^ O t0 +O +0 O +0 ^ +1 O +O X, ¢ n +O to +� o +o 415 +0 V +6 +0 N _ 46 1 +O t/ +f�i M +N O 0 J N +aril t0 +o +o / + 0 - +N O M + +O t0 t0 +^ + n +0 to � 1 +0 ^ +0 +1to 40 0 0:t0 +N O +^00 +0 O 1 0 +r'1 to +o +O +A +0 O +o +N +N „ 0IN O +0 +o 0 O +uj 4? +,� r7 +M 0 +0 O O +0 +^ to +N +� O +O N ^ +0 +� O N+40 (O +t0 (14 ` +O +0 O +O +01 o + +' +to +o O 4.6 O + 1 +O I +0i t[1 O +0 'o 0 *0 +0 O f +o n en +� 0 1 +0 +00 +o +�t O +o 0 „o 0 +o O J+vi CS 0 .,rj _ +0 0 +0 + 0 +0 (} 1 • +^ tp +0 O r0+C;+� + t0 N +0 N +�* 4 er 46 O 0 0 o 0-o - -+O0+0 +O - +0 +- U +04 _Q +OO +0 N n +0 +O +0 +N +C; N +o +0 +0 +0 *o +o 0 +0 +0 +0 +o - - - 0 +O Scottsdale° VertexTM - SCV Petroleum Canopy LED Luminaire Photometry Luminaire photometry has been conducted by an'NVLAP accredited testing laboratory in accordance with IESNA LM -79-08, As specified by IESNA LM -79.08 the entire luminaire is tested as the source resulting in a luminaire efficiency of 1001/6. See httpi//w wW.iSi-industries,com/products/led-lighting-solutions.aspx for detailed photometric data. SC S4 SCFT ­. t% arki SO. -, CANOPY COMMMON - Ca+wpy t:#yout _ Fixture CITY Fixture Lumens PDAnte Watt: Lwmnsl Canopy/ Canopy .-i..-- .. •Ca,roDYfAvp-: _ n Description Product Dimensions Arr. Lum. Lumens Arr. Watts watts Watts W1+ ". Fl- SCV-LED-15L-SC-50 MTD @ 15' �a..�- _ 1 ' SCV-LFD-I3L-SC-50 18 12 933 84.3 153 .' 1,717 0.39 3541 t 343 ..z SCV40-1101.-SC-50 -- t2 10,306 66,1 ;156 1;942 0.50 --____ 3434 1 956 O SCV-LED-23LSM-50 6 24,3611 191.5 127 + W ! i 3 SCV-tED-13L-SC-50 12 12,933 I ",3 I 153 ..2,161 056 39.43 970: SCV-LEO-23L-SCF'f-50 6 24 '361 191.5 127 +0 O +0 .0116 0 -,4 SCV-LED-_15L-SC-50 12 1- 15.410 103.0 150 ( 2,385 062 I 4423 - 9.80 - ..�.-5'... SCV-1LED-231-SCR-50 6 24,361 .� 791.5 127 +o +o +o SCV-LED-201-SC-50 12 20.141 130.3 155 .2,713 070 �... 53.38. 10.03.. +O0 SCV-LED•23L-SCF7-50 6 24,361 191,5 127 o0 0 +0 +O +o o *o 0• O 1 +0 6 - SCV-1-0-23L-SC 50 12 23.150 152,5 i 152 2,979 077 5922 1016 0 SCV-LE0-23L-6CFr-50 6 ,24.361 I 1915 '127 +0 0 'Indml root -cam Slice Medium - SLM ,� Outdoor LED Area Light Optical System • State -of -the -Art one piece silicone optic sheet delivers industry leading optical control with an integrated gasket to provide IP66 rated sealed optical chamber in 1 component. • Proprietary silicone refractor optics provide exceptional coverage and uniformity in IES Types 2, 3, 5W, FT and FTA. • Silicone optical material does not yellow or crack with age and provides a typical light transmittance of 93%. • Zero uplight. • Available in 5000K, 4000K, 3000K, and 2700K color temperatures per ANSI C78.377. Also available in Phosphor Converted Amber, consult factory for availability. • Minimum CRI of 70. Optional 80 CRI available, consult factory for lead time. • Integral Lauver (IL) option available for improved back -light control without sacrificing street side performance. See page 5 for more details. Electrical • High-performance driver features over -voltage, under -voltage, short-circuit and over temperature protection. • 0-10V dimming (10% -100%) standard. • Standard Universal Voltage (120-277 Vac) Input 50/60 Hz or optional High Voltage (347-480 Vac). • L80 Calculated Life: >100k Hours (See Lumen Maintenance on Page 3) • Total harmonic distortion: <20% • Operating temperature: -40•C to +50•C (-40•F to +122•F). 42L lumen package rated to +40°C. • Power factor: >.90 • Input power stays constant over life. • Field replaceable surge protection device meets a minimum Category C Low operation (per ANSI/IEEE C62.41.2). • High -efficacy LEDs mounted to metal -core circuit board to maximize heat dissipation • Terminal block provided accepts up to 10ga wire. • Components are fully encased in potting material for moisture resistance. Driver complies with FCC standards. Driver and key electronic components can easily be accessed. LSI Industllos 0C. 100M Alliance Rd. ^-incinnati. 0H 45242 • wwv,'sj Industries -torr 10 g O• ` �P66 � Ro ARRA cL us Funding Compliant Dimmable vnWa CPNiROI.s COMPLIANT LISTED +o +� i +o 0 0 +o 0 +o +00 O +� +.o '�nnxKs�tturo&wenj Symbol Qty USA Arrangement Description Product Dimensions Arr. Lum. Lumens 16" (407mm) 415/16' - (126mm) _ 28-11/16' (729mm) o.811" (22mm) 1.2" (30mm) 2.4" (61mm) Cenlrol Receptacle 13-3/8" IMS Motion Sensor (340mm) • Bottom View Tap View 372-3200 • *'_ 1 I oust,ies Inc All Rights Ressnr.�a LIGHT POLE HANDHOLE COVER CHAMFER EDGES ON BASE ANCHOR BOLTS SHALL BE DESIGNED AND PROVIDED BY THE LIGHT POLE MANUFACTURER. UPON REQUEST BY THE LOCAL BUILDING OFFICIAL, CALCULATIONS SHALL BE SUBMITTED BEARING THE SEAL AND SIGNATURE OF A PROFESSIONAL ENGINEER LICENSED I THE STATE WHERE THE PROJECT IS BQNG CONSTRUCTED, EMPLOYED BY NOTE SEE ELEC DWGS FOR ADDITIONAL INFORMATION GROUND LUG W/ 14 AWG CU TO REBAR IN FOOTING BASE PLATE AND ANCHOR BOLTS (BY MANUFACTURER) BASE COVER 3-#3 TIES WITHIN 5" FROM TOP 6-18 VERTICAL REBAR 0 I GROUNDING CONNECTORS ro i- FINISH GRADE 14 COPPER GROUND WIRE e Le a. _ CONDUIT k WIRING A" #3 TIES O 12" O.C. e ` #15 FELT (2 LAYERS) CONTRACTOR TO SUPPLY FUSE A AT BASE OF POLE AT HAND HOLE a in 3" MINIMU GROUND PLATE jCOPPER) OR 10 -TURNS OF 4 BARE COPPER nAE�� WIRE PANCAKE 20' MINIMUM) PARKING AREA LIGHT BASE DETAIL NOT TO SCALE NOTES: ALL WORK SHALL CONSTRUCTED IN ACCORDANCE WITH ALL BOCA NATIONAL BUILDING CODES. STEEL REINFORCEMENT SHALL BE GRADE 60 STEEL (Fy-60,000 psi). CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3500 psi. LATERAL PASSIVE EARTH PRESSURE SHALL BE 300 psf ft Depth, MIN. LIGHT POST DESIGN AND CONNECTION DETAILS BY OTHERS. THE FOUNDATION DESIGN FOR THE LIGHT POLE HAS BEEN BASED UPON A 25 FT. MAXIMUM HEIGHT. Luminaire Schedule 'o +0 0 Canopy lights shall be recessed so as to ensure no light source is fisible +� o +o o +00 o O to o M +o +� i +o 0 0 +o 0 +o +00 O +� +.o +o -0 +ci 0 Symbol Qty Label Arrangement Description LLF Lumens/Lamp Arr. Lum. Lumens Arr. Watts 32 A SINGLE SCV-LED-15L-SC-50 MTD @ 15' 1.000 N.A. 15410 103 7 B SINGLE SLM-LED-30'L-SIL-FT-50-70CRI-SINGLE-16'POLE+2'BASE 1.000 N.A. 31739 248.6 1 C D180' SLM-LED-30L-SIL-FT-50-70CR1-D18.0-16'POLE+2'BASE 1.000 N.A. 63478 497.2 Calculation Summary 'o +0 0 Canopy lights shall be recessed so as to ensure no light source is fisible +� o +o o +00 o O to o M +o +� i +o 0 0 +o 0 +o +00 O +� +.o +o -0 +ci 0 t +O Units +O O +O +O • +0^ +0 IO Avg/Min Max/Min ALL CALC POINTS Illuminance Fc 1.72 +0 0 +0 09 N.A. +O Fc +0 N O +0 37.2 +O 0 1.60 +O Illuminance Fc +6 N +0 0.1 60.80 �O +O +o 0 0 O j + ++o +O CV O Lli. U F- o +0 0 + W *o o Seale in Feet o O .- +0 0 O O U O 0 ( +O +O ^ +0 0 +0 O +O O 0 - a Doe +0 +0 O +0 .0116 0 o +o t +o +0 +o O 0 +o +o +o + +C;+o 0 +0 Z? +o O +O 0 0 0 +O0 0 O o0 0 +0 +O +o o *o 0• O 1 +0 O +0 *0 0 + O +0 0 +oO +0 0 +0 O o +0 +O � o +o 0 + +0 0 0 +0 O +0 O +o IO 0 O l� +0 +O +,O o +O 0 O +'0 o O O +0 0 +o O +o O +o +0 0 + +0 0 '<' 0 +o +o O 0 *0 0 O 40 Calculation Summary 'o +0 0 Canopy lights shall be recessed so as to ensure no light source is fisible +� o +o o +00 o O +0 o from or causes glare on adjacent properties or road rights of way. +o +� i +o 0 0 +o 0 +o +00 O +� +.o +o -0 +ci 0 Label CalcType Units Avg Max Min Avg/Min Max/Min ALL CALC POINTS Illuminance Fc 1.72 22.9 0.0 N.A. N.A. CANOPY Illuminance Fc 50.05 59.5 37.2 1.35 1.60 INSIDE CURB Illuminance Fc 6.08 22.9 0.1 60.80 229.00 r +o O ; o +o +0 0 '� +o 'o +0 0 Canopy lights shall be recessed so as to ensure no light source is fisible +� o +o o +00 o O +0 o from or causes glare on adjacent properties or road rights of way. +o +� i +o 0 0 +o 0 +o +00 O +� +.o +o -0 +ci 0 Section 165-201.07(D)(2). +00 o +o o +0 O 0 +O O +0 0 +o +O 0 0 +0 +O 0 +O 0 +o O +O +o +00 O +o +0 o O +0 +o 0 +� +0 +O O I 0 +0 +o Based on the information provided, all dimensions and luminaire locations +00 1 +00 0 +0 +o O ...-- 0 0 j +o o shown represent recommended positions. The engineer and/or architect must o +o o 0� - +o O +o +O 0 determine the applicability of the layout to existing or future field conditions. +o +0 0 +o C? +� O +0 o o + +o +0 o `o N +omao- +o 0 i I ,0 0 This lighting plan represents illumination levels calculated from laboratory data +0 0 +o O +0 0 1 i O +o +0 0 taken under controlled conditions in accordance with The Illuminating Engineering +0 +0 0 +o 0 0 +O +o o i +0 +0 o O Society (IES) approved methods. Actual performance of any manufacturers luminaires _ 'A +0 0 0 0 +0 +0 may vary due to changes in electrical voltage, tolerance in lamps/LED's and other t +o +o O O +O 0 30 0 30 90 variable field conditions. Calculations do not include obstructions such as buildings, +o +0 1 +O +o 0 0 curbs, landscaping, or any other architectural elements unless noted. Fixture nomenclature j +o +o O noted does not include mounting hardware or poles. This drawing is for photometric Lli. U F- o +0 0 evaluation purposes only and should not be used as a construction document or as a final W *o o Seale in Feet document for ordering product. 1 ,o - 0C) Total Project Watts Tntnl Wnttc - R77Q 901 0 W M1 V W O QZ J a. Z J N Q 0 Z_ J C4 (� W W a Zn0* - g=Y�'Z CL Y 0 0V ZO� � L_ m N U a N W U Z = U p W ■ ,0000 Aluese a0. CDCNWA% am ,tl Ma • M , 7�F•00m LIGHTING PROPOSAL LO -142421-1 CLEAR BROOK SHELL HN C. MARTINSBURG PIKE N FREDERICK CO,VA :MWE FTE:4-20-18�REV:8-15-118 E SHEET 1 LLJ O ~ to N M O U Iltn CnN OF 1 0 W M1 V W O QZ J a. Z J N Q 0 Z_ J C4 (� W W a Zn0* - g=Y�'Z CL Y 0 0V ZO� � L_ m N U a N W U Z = U p W ■ tt1t1t1ttt✓- o HN C. ■ N 021621 E SURVEY: LLJ O ~ to N M O U Iltn CnN V) N In I� N ttltltltltlt� oQ I N Wit° 3 ( SHEET: 15/18 D (D 41 W 000 v w tt1J 1 L1-IOf U Lli. U F- o v 4- W fY LtJ L O 0C) O U O U W - a Doe a 0 (n Z J LrJ LIJ N 0 O11Z ��TxCl �VA � o HN C. LEWIS 9 ic. No. 021621 IONAL SURVEY: C•I•; P -L NA DRAWN BY: JOB NO.: P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 15/18 Temporary Traffic Control Plan for Route 11. and Business Boulevard General Notes 1. This project is classified as a Traffic Management Category I project. Work during the project will include (1) the closure of the northbound right turn lane on Route 11 to permit the demolition of an existing entrance and the construction of a new entrance, (2) the closure of the eastbound outside lane on Business Boulevard to permit the installation of a new entrance, and (3) the closure of the center turn lane on Business Boulevard to permit the construction of a raised median. Temporary Traffic Controls for the closure of the lanes will generally conform to TTC 16.1. and TTC 21.1 as directed by VDOT. 2. The project is located at the intersection of Route 11 and Business Boulevard in Frederick County. Route 11 is a minor arterial road with a traffic volume of 5,400 vehicles per day, and a posted speed limit of 45 mph. Route 11 at the site consists of one southbound lane, a center left turn lane, one northbound lane, and a northbound right turn lane. Business Boulevard is a major collector road with projected traffic of 11,270 vehicles per day (per current TIA) and a speed limit of 25 mph. Business Boulevard at the site consists of two eastbound lanes, two westbound lanes, a westbound left turn lane, and a westbound right turn lane. 3. Work in Route 11 consists of the demolition of an existing commercial entrance, the construction of a new "right -in only" entrance, the construction of sidewalk behind the existing curb, and the construction of curb and sidewalk along the frontage of the adjacent property. The work will require the closure of the northbound right turn lane. Details TTC 4.1 and 16.1 will be modified to eliminate the W9 -2L and W4 -2R signs and the Illuminated Flashing Amber Arrow board. The work zone will be approximately 1,200 feet in length. The construction area will be delineated with traffic channelizing devices. 4. The work in Business Boulevard consists of the the construction of a new "right -in, right -out only" entrance. The work will require the closure of the outside eastbound lane. Since the construction begins about 200' from the intersection, details TTC 4.1 and 16.1 will be modified to allow placement of signage along the three approaching legs of the Route 11 and Rest Church Road intersection. The work zone will be approximately 1,500 feet in length. The work zone will consist of a temporary closure of the eastbound through lane to allow the construction of the proposed improvements. The construction area will be delineated with traffic channelizing devices. 5. Additional work in Business Boulevardconsists of the removal of asphalt and the installation of a raised median. The work will require the closure of the center turn lane and portions of the adjacent lanes. Detail TCC 21.1 will be modified to provide signage along the three approaching legs of the Route 11 and Rest Church Road intersection. The work zone will be approximately 2,000 feet in length. The work zone will consist of a temporary closure of the center turn lane to allow the construction of the proposed improvements. The construction area will be delineated with traffic channelizing devices. 6. Work will be in accordance with the requirements of the Virginia Work Area Protection Manual (VWAPM) and the Manual of Uniform Traffic Control Devices (MUTCD). 7. VDOT Lane Closure Work Hours Shoulder Closure: Monday to Thursday Friday Friday to Saturday 9:30 AM to 3:00 PM 9:30 AM to 2:00 PM 10:00 PM to 9:00 AM 10:00 PM to 5:00 AM Saturday to Sunday Sunday to Monday 10:00 PM to 8:00 AM 10:00 PM to 5:00 AM Lane Closure: Monday to Thursday Friday Friday to Saturday 10:00 PM to 5:00 AM Not allowed until 11:00 PM 11:00 PM to 5:00 AM Saturday to Sunday Sunday to Monday 11:00 PM to 6:00 AM 11:00 PM to 5:00 AM The work hours may be extended to insure that excavations are made safe at the end of the work day. 8. The contractor shall provide an intermediate level Work Zone Safety Coordinator to develop the work zone and at least a basic level Work Zone Safety Coordinator to monitor and maintain the work zone. 9. The contractor shall maintain adequate access and sight distance to all properties. Emergency Vehicles and Postal Vehicles shall have access to properties at all times. Appropriate barriers will be installed along the edge of the lane as required (see plans). 10. All equipment and material storage shall be located outside of the clear zone. The clear zone 9 for this project is 20' beyond the edge of the existing pavement, between the existing curb and the right of way lane. 11. Public Communications Plan a. The Contractor shall notify the VDOT Project Manager/Residency Administrator of scheduled work plans and traffic delays a minimum of seven (7) days prior implementation of the work. VDOT willrovide project information to the District Public Affairs in advance of the start of P P J construction and weekly updates by noon on Thursday for the following week's work. Changes in the work plans shall be made immediately known to VDOT. b. The Contractor shall notify the VDOT Project Manager/Residency Administrator of any unscheduled traffic delays immediately upon knowing the change to the work schedule. SEQUENCE OF CONSTRUCTION Taper Length (L) 1. Route 11 --i 2� TTC-4.1 & 16.1 Closure of the Northbound Lanes Perform work including: 135 -demolition of existing entrance 12 -regrading of adjacent slope to proposed grades -installation of new entrance 115 -installation of curb & gutter 30 -milling and overlay of existing pavement -sign relocation 180 -installation of new sidewalk 185 2. Route 11 225 TTC-21.1 Closure of the center lane -removal of asphalt 270 -construction of raised median 320 -restriping 405 3. Business Boulevard 495 TTC-16.1 Closure of the eastbound outside through lane Perform work including: 450 -installation of new entrance 550 -installation of new curb & gutter -milling and overlay of existing pavement 4. Business Boulevard 605 TTC-21.1 Closure of the center lane -removal of asphalt 600 -construction of raised median 720 -restriping 585 April 2015 Stationary Operation on a Shoulder (Figure TTC4.1) Page 6H-15 __.-......... G20-2 (V) _. 600' { 80' ,120' i SHADOW VEHICLE REQUIRED TMA REQUIREMENT SEE NOTE 8 I AMBER (CAUTION MODE) LLUMINATED FLASHING SEE NOTE 7 TYPE $ OR G - SEE NOTE 6 NOTE 2 _ NOTE 1 W21-5bR Page 6H-14 April 2015 Typical Traffic Control Stationary Operation on a Shoulder (Figure TTC-4.1) Standard 1. For long-term stationary work (more than 3 days) on divided highways having a median wider than 8', sign assemblies on both sides of the roadway shall be required as shown (ROAD WORK AHEAD (W20-1), RIGHT SHOULDER CLOSED AHEAD (W21-5bR), ItI,"1 even though only one shoulder is being closed. For operations less than 3 days in duration, sin assemblies will onl be re uired on the side where the shoulder is being closed and a 41i'sign shall be added to that side. Guidance 2. Sign spacing should be 1300'-1500' for Limited Access highways. For all other roadways, the sign spacing should be 500'-800' where the posted speed limit is greater than 45 mph, and 350'-500' where the posted speed limit is 45 mph or less. Option: 3. The SHOULDER WORK (W21-5) sign on an intersecting roadway may be omitted where drivers emerging from that roadway will encounter another advance warning sign prior to this activity area. 4. For short duration operations of 60 minutes or less, all signs and channelizing devices may be t eliminated if a vehicle with activated hish-intensity amber rotatins, flashine, ori: oscillatine liehts is used. Standard: 5. Vehicle hazard warning signals shall not be used instead of the vehicle's high-intensity amber rotating, flashing, o. , oscillating lights. Vehicle hazard warning signals can be used to supplement high-intensity amber rotating, flashing, WOR oscillating, lights. 6. Taper length (L) and channelizing device spacing shall be at the following: Channelizing Device Spacing Speed Limit (mph) Location 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access" , 80" 121Y * Spacing may be increased to this distance, but shall not exceed one accesser'/, mile. 11 Un roadways witn paved snouioers having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. 8. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1 -4/1/2015 April 2015 Page 61-1-39 Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 8) SEE - NOTE 7 R4-V7L SEE NOTE 5 SEE NOTES 2&3 SEE NOTE 2 'I SEE NOTE;i SEE NOTE 2 G20-2 (V) 50V W9 -2L W9 -3R W20-1 Paige 611- 38 April 201 Typical Traffic Control Outside Latae Closure Operation on a Four-Latre Roadwgav (Figure TTC-16.1) NO -IES Standard: 1, On divided highways havint, a median wider than 8', ri ht and left sign assemblies shall he required. sil"n `CK +t'r ,S tlwild b ' l300' ; )00' or l into'` css �' i , FJ - 'i it t ' ' iron s r f _ cd ,4ccti., ht,l �u�-. Har all tlrcr• resa.f lots, the sign slnrc�ira� Glroulc:l h> ,S()t1'-•t'{J/i �i he ;•e� the pos•tccl •speed limit i.s ��rcute•r titan 4 � itzjllr. axe! 3 �t1'-50(?' s�•ltei•e the pnslecl sliced lintrt is_? rnpl, nt- less - 3. (ar'e shouid he c�.� erc iwd when > 7 ' , n - tstallrsltru the limits <rjthe ttctk -ont� to insure nr�t.�irntrnt ossible r p sight distance in at lvance of the transition, based on the posted speed limit and at (c=ost equal to or greater than the valuesin Taale f�K-3. Fa Linzilad At cclrs hips htirat.• a minirnarrn Qf NI(10' is tlerfrecf. 4. .111 vehicles, c quiptnent. workers, and their activities should be restrtctc_c. trr ane side trf the pat>emcnt. Standard: 5. Taper length (L) and Channelizing Device Spacing shall be: Taper Length (L) Taper Length (L) _ - --T p ) 9 i .. (mph) h 1 10 111 12 --i 2� Speed Limit (mph) 1 05 1 5 125 1 Lane Width (Feet) 135 9 10 11 12 25 95 105 115 125 30 135 150 165 180 35 185 205 225 245 ' 40 240 270 295 320 45 405 450 495 540 50 450 500 550 600 55 495 550 605 660 ' 60 540 600 660 720 65 585 650 715 1 780 70 630 700 770 1 840 Minimum taper lengths for Limited Access highways shall be 1000 feet. Shoulder Taper ='/3 L Minimum Channelizing Device Spacing Speed Limit (mph) Location 0-35 36+ Transition Spacing 20' 40' Travelway Spacing 40' 80' Construction Access" , 80" 121Y * Spacing may be increased to this distance, but shall not exceed one accesser'/, mile. 11 Un roadways witn paved snouioers having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way. 7. The buffer space length shall be as shown in Table 611-3 on Page 611-5 for the posted speed limit. 8. A truck -mounted attenuator (TMA) shall be used on the shadow vehicle on Limited Access highways and multi -lane roadways with posted speed limit equal to or greater than 45 mph for operations with a duration greater than 60 minutes. 9. When a side road intersects the highway within the temporary traffic control zone, additional traffic control devices shall be placed as needed. 1: Revision 1 -4/1/2015 April 2015 Page 61-1-39 Outside Lane Closure Operation on a Four -Lane Roadway (Figure TTC-16.1) SHADOW VEHICLE REQUIRED (TMA REQUIREMENT SEE NOTE 8) SEE - NOTE 7 R4-V7L SEE NOTE 5 SEE NOTES 2&3 SEE NOTE 2 'I SEE NOTE;i SEE NOTE 2 G20-2 (V) 50V W9 -2L W9 -3R W20-1 Paige 611- 38 April 201 Typical Traffic Control Outside Latae Closure Operation on a Four-Latre Roadwgav (Figure TTC-16.1) NO -IES Standard: 1, On divided highways havint, a median wider than 8', ri ht and left sign assemblies shall he required. sil"n `CK +t'r ,S tlwild b ' l300' ; )00' or l into'` css �' i , FJ - 'i it t ' ' iron s r f _ cd ,4ccti., ht,l �u�-. Har all tlrcr• resa.f lots, the sign slnrc�ira� Glroulc:l h> ,S()t1'-•t'{J/i �i he ;•e� the pos•tccl •speed limit i.s ��rcute•r titan 4 � itzjllr. axe! 3 �t1'-50(?' s�•ltei•e the pnslecl sliced lintrt is_? rnpl, nt- less - 3. (ar'e shouid he c�.� erc iwd when > 7 ' , n - tstallrsltru the limits <rjthe ttctk -ont� to insure nr�t.�irntrnt ossible r p sight distance in at lvance of the transition, based on the posted speed limit and at (c=ost equal to or greater than the valuesin Taale f�K-3. Fa Linzilad At cclrs hips htirat.• a minirnarrn Qf NI(10' is tlerfrecf. 4. .111 vehicles, c quiptnent. workers, and their activities should be restrtctc_c. trr ane side trf the pat>emcnt. Standard: 5. Taper length (L) and Channelizing Device Spacing shall be: Taper Length (L) Speed Lim Lane Width (Feet) I _ - --T p ) 9 i .. (mph) h 1 10 111 12 --i 2� � 9 5 1 05 1 5 125 1 I! 30 135 150 165 ; 180 i 35___ 185 1 205 225 -245 40 240 i 270 ! 295 '320 45 405 45501 495 540 " 50 450 X500 1 550 1 600_ i 55 495 550 605 660 ■� 540600 660 720 _60 --- 65 585 1 650 { 715 780 700 70L 1 770 40 Minimum taper lengths for Limited Access (------hi -hwa s'shaA be 1000 feet. Shau#der Taper ='13 L Minimi un Channelizing Device Spacing__ -` •`� Location Speed Limit (mph) 0-35 j 36+ Transition Spacing 20'- 40 Travelw_ay Spacing 40' i 80' Construction Access" 80` 120' Spacing may be increased to this distance, but shall not exceed one access per '/4 mile. On roadways with paved shoulders having a width of 8 feet or more, channelizing devices shall be used to close the shoulder in advance of the merging taper to direct vehicular traffic to remain within the traveled way, 6. An arrow board shall he used when a lane is closed. When more than one latae is closed, a separate arrow board shall be used for each closed lane (see Figure TTC-l8). 7. The buffer space length shall be shown in 'Fable 6H-3 on Page 611-5 for the posted speed limit. 8. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at least one high intensity amber rotating, 10du lir oscillating light shall be parked 80'-120' in advance of the first work crew, When the posted speed limit is 45 mph or greater, a truck- mounted attenuator shall be used. 9. Vehicle hazard warning; signals shall not be used instead of the vehicle's high-intensity amber rotating, flashing, or' oscillatim., lights but can be used to supplement the amber rotating, flashing, or oscillating lights. 10. When a side road intersects the highway within the TTC zone, additional TTC devices shall be placed as needed. 1: Revision 1 - 4/1/21115 April _2015 1 31ON 33S Center Turn Lane Closure Operation (Figure TTC-21,1) Page 611-49 E 31ON 33S i (1HNOI 1d0)00 '` - Z 31ON 33 9 DION 33S 1NWOH nO32i VWt x' :-I10IH3A .M0C1VHS ;t'� ` CHANNELIZING DEVICES OZI ,OSS 20' MAXIMUM SPACING E so' azo, ba . SHADOW VEHICLE REQUIRED . s TMA REQUIREMENT SEE NOTE 6 . SEE NOTE 2 R3-2 xv, . (OPTIONAL) o SEE NOTE 3 " t 100' Min o r SEE +.009 ' NOTE 1 , W9 -3G Ilk Page oli-48 April 2015 Typical Traffic Control Center Turn Laine Closure Operation (Figure TTC-21.1) IS�:ICI W20-1 Utridurrce: ! 7Itex disiance between signs and be Tinning o!' channelizing device transition should be a tnininrum oJ' g i; ,. g 500' ana' cr rnarinnim 01,800" The btrft= r space length should be as shoit it in Table 611-3 on Page 611-5tor• the postedspeed limit. _. For lnu lio s ahalr f volume o..ffeft ara rz ierls the gra_frc_A G LEFT 7L R t. should be used within the closc a lane. Ortion: 4. there Richt-of-Way or <,eoinetric conditions- Es v use of 48" x 48" sins. 36" x 36" suns may be used. Standard: 5. To prevent vehicles from entering into the work zone, channelizing device spacing shall be a Maximum of 20' on center. 6. A shadow vehicle with either a Type B or C arrow board operating in the caution mode, or at r least one rotating amber light or high intensity amber tiih��1a tight shall be parked 80'-120' in advance of the work crew in both directions of travel. If multiple lanes are present (tour or more lanes, excluding the center turn lane) and the posted speed limit is 45 mph or greater, the vehicles shall be equipped with. atruck-mounted attenuator (TMA). 7. When a side roadintersects the highway within the temporary' traffic c co tral zone, additional traffic control devices shall be placed as needed. 1: Revision I - 4/1/2015 Q a Z J C-4 I� J I � � =a> N ZOMf- 0-Y0J3n Z � U_mNU N •�aY Z I _ U = J W U p W H LL. U W O 0_ ■ U J o ■ N n LLJa O ~LO N 0) 0) V) N (n N L � •3 ■� LLJ O I N N LO (0 0 Q Z_ O W O O <Y _� 00 C 0 y ���U a- .J 1 W C> W - _� '-- o W< Uf w = L E a- *cn 0 ON Z 0 Q) 0I- LL_ � Z U W �� O v O W O Z C� N Z 0:� J W J W Z 0 0Z �AVTH of v t :+0 I9 C. LEWIS ic. No. 021621 w� IONAL SURVEY: P -L NA DRAWN BY: JOB NO. P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: J �/ Clear Brook Shell Drainage Area Tabulations -Post Development 0.31 STR EX 0.35 ACRES 0 Total Area of Parcels 3.5 IMPERVIOUS 0.23 Detained Site Drainage Areas DA1 0.64 STR 1(0.15 ROOF) 0.49 WOODS 0.00 TURF 0.13 IMPERVIOUS 0.51 DA2 0.4 STR 2 0.40 WOODS 0.00 TURF 0.11 IMPERVIOUS 0.29 DA4 0.11 STR4 0.11 WOODS 0 TURF _ 0.00 IMPERVIOUS(ROOF) 0.11 DA7 0.13 STR 7 0.13 WOODS 0 TURF 0.02 IMPERVIOUS 0.11 DA9 0.4 STR 9 0.40 WOODS 0 TURF 0.05 IMPERVIOUS 0.35 DA22 LOT 2D BUSINESS BLVD ROW TO STR EX3 0.05 TURF 0.05 IMPERVIOUS 0.00 DA23 LOT 2D ROUTE 11 ROW TO STR EX1 0.04 TURF 0.04 IMPERVIOUS 0.00 DA24 LOT 2D UN DETAI N ED TO SOUTH P ROP. 0.12 TURF 0.09 IMPERVIOUS 0.03 DA25 BUSINESS BLVD ROW TO STR EX6 0.01 TURF 0.01 IMPERVIOUS 0.00 DA26 LOT 2 1.57 TURF 1.41 IMPERVIOUS 0.16 DA27 LOT 2 BUSINESS BLVD ROW TO EX3 0.03 TURF 0.01 IMPERVIOUS 0.02 Right of Way Drainage Areas DAEX1 0.31 STR EX 0.35 WOODS 0 TURF 0.12 IMPERVIOUS 0.23 DAEX2 0.29 STR EX2 0.29 WOODS 0 TURF 0.04 IMPERVIOUS 0.25 DA EX3 0.29 STR EX2 0.29 WOODS 0 TURF 0.03 IMPERVIOUS 0.26 1 U '- ll 1 f a W i ' 0.29 ACRES =•-yam---- _= -_- -- _ - _ i . __. __ . ,_ _..__ __ _ _ _ e .. ___..__-___ _ _ o,_ _ ___ _ _ ___ .__.__... _ DA EX2 0.29 ACRES \' 64T,e, - - :45 -ACNES- --_ - 0.077- 17 0.01 3 ACRE> r \ - ll_ _ . • ,t,'` i �; ,.a-,_.., �- G uj `_c , + a.i -'-�' f c_E'`J ' •`-- �� �I---f> � � `� � Q I F ` f _„ I 6 l y-- ! j , l Q y ! '35D1dG'7SETBACK ;f/,,.,'. ,`,. R6 r � •r: -4�.. i 1 -.1.. -moi .�`-�t _,_,,rte.=r�"x "� '.. �.':_ - , �`b\ , i :: f „ ; : •: • _7 , , f 6 6� 4 F- it r,. r .- cp /� . O �' � �� 19 � _. , y i 7t ( t •- : '-. ' - 1 �..,�.� tI w �� ;. �y Y�t/ i' ,��i f * \ � 1..` r >M= m _ - fly_!yr � � f i ji �. I •• > �! i i�' I l�•R �.. {� �� t i1 f - # r' • - - -r- - l O J• • - - R.• V- EE , x ^ ju � ] r i . '' ' a `, - �= • . • .. � � • . r rr t i Y J I f • f� i "i ' -� 1 _ J ..`` '� � 1 I tt , ''2-�.;r-_:• _ � ,`'ia', � c f � �, if -._;^•"�,� ,t ,� �,e� � t•- '� +,�i { �.;,.,� + r �� �� i;, '� t (. • .'ttj f._ nl' �...,-„•.,_,� d j 'Jf l• ., �l\ t ,�T:' +, v' \ /� �� O 1 � � tf�, �,t �/ 1j r ,e '� •• ..ii� tJ int "�., i , � `� �� i � �,? / W 1 ( t rll i ( �' • �. , j t0 O t 1- , t' t E ' I C i t f \ \ J 0 i i)t. ,'y. ; At u ,i pi f� • ♦-:y.v (1 _"� a'�••..d.....tf� �.•-� , r'tt- � , t } ,i yr�r i %• � � L� f J 1 i -1 ' •1 , i r, , 8 I F 1 � } ''t t - - i • • • � t i----"-� t3• • � .i � a 7y�� t if rF .. _ - c y �� -,.- ��' , . t i 4, I t f t, 11 { �;i 7 ''„ Yr ,..( . -tr t • F t' "' .ia 1 l J IXV1 ti - .s 11f ,0.64 ACRES � '. - • .: � . • �r� .' �IF...- ._._ -t'. � � •� a � 1, ,t t � f t i t Z j •`(INCL 10.153 <R00 �i ;g - ;•. ' tr ,. L w Q i :• ' �t 1 l ' ,,' j�1 - •`• ~ .•tY�jif �$ ,t 1 � fj� • e ,..4L_ �f ♦ ' : l�tt •t!t.. ', r � •• �j r� f :( F �{r .. i - N � t _ 1 1 _ �( --, -,. (• ,,. fit • � -�. ♦ tr` �, - � - t Y i W N O i s� A EX1 1 ` �� r` � � �� � � '�F - - t� 11 ACRE � r�•� � t R _ _ w 'I V m U 0.31 ACRES � I o=ff i f r" ; /.. •°' t': ht ' M'- 'r al • � � t� - Pr• i'7 I z .F ' 4 •' P CRF I -1 W f.' " ( i 111 �• ? _-- : - "� ,. ._._. ?F - . j � -uj {, - t r /� - .'<, y !' � `$r ' � •i�. • + , wT'•i �p ;7,' :' a t�.,,,,•, . i 7t � ( LL i ��,1 , pz ,,. := -�,; '-' 7r •'f ft ,�'. F . r r t ` STORM SEWER STRUCTURE TABLE T.; STR 1 � r i - 'fir r m 1 `: .' ' ,•j'�l �r <,.L /, , i_1 DI -3C L=10' � f _ , 1 t O •. `�' .i , .471 .•. tR,•�_}_J ,..- • * - -'' l ,- _ 3 � � .' TOP=637 10 0- N N I j r - ". • Y - t (f + .; fir .� a;} a 1 _ 4 ' -- ,... ' ;�• o-- � � 1,- - - - s,•• _ j . t : 1� 8" IN FROM CANOPY 633.30 ( j r „ •• •7 f t 0.40 ACRES - � t,� f c � j _ 15 OUT TO 2-633.10 jj JJ F r 1 t ,,� � f 7n .%'' j \ , : • e-;= ' - • .F , ` fi . . � � i A - t7 -i`` d t r t4 1 r , , ,.� , ,_t . .� y� � • §'i• � Jt: ..ar-= ; STR 2 - -r � } - tea- } "`"".�. ♦ a i .v , • t' • 1i •� � r J � � •�_ :f • '� r:. r yf I DI -3A I : ■ , 5.60 .A�: TOP N 3F FROM 1t t t b4 �' - O ACRES ( -'_w _ --f 013 A ES 1 i ! I 61 631160 'I t" .70 , , 15 OUT TO , t r i IPE o .86 r 1i I STR 6 f I t 0, !t r - I MH -1 •• � 'N n o TOP=637.00 V) N v� ;C t II 3 OzS.a•-1s' . �' Nw ti jfJ ,'�` � '( f ,.> ! EX. 15 IN FROM EX. INLET=630.35 � w N N v Pe's -"2-X- _ - j 15" IN FROM 2=630.35 p Q �_ _w_ _ � _ r� V �' � e�x- w� 1 � � r� 15" OUT TO 7=630.20 � < z .. � c i� - ; < / zs �crne eu .. - i �I ? _� _ {- „�i �M - -" STR 7 � a 1 t i"- 172.8'- 5• P!P O �_ \ I - Y DI -3C, L=6 W O � P TO = 37.00 wj .. t - z r U 2- `--- _ 15" IN FROM 6=629.10 w c O � 8a. -18 -� - „ � (� � - O " --8=629.1 - - - _. o iruc-TRE-8 FM _ w- '� _ y _- _ s 18 _� : OUT 10 628 85 _ IN FROM 0 � 24 DA m STR 8 v E LLJ J 0,1 RE , 2 ACRES j1I_. U Z 4 �^ - . MH TOP=637.60 r -� �.� 15" IN FROM 9=631.70 op 15" OUT TO 7=631.60 I STR 9 DTOP 637.30 8" IN FROM ROOF=633.60 C� N 15" OUT TO 8=633.30 Z 1 Jw Ii r STR 10 O Z t 111 ES -1 Z C� t i TOP=635.60 30 0 30 90 O w ' f + 18" IN FROM 7=628.40 ML I U -_ _�__ !! ��; ► Scale In Feet TH o tl t It J N C. LEWIS j((r r i Lic. No. 021621 f 4+ f� O � ��,5`SIO L NA t ( - SURVEY: C.L. P -L 2. DRAWN BY: JOB NO.: - P -L 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 11 f 3 a ff W r�r x iF �l l! II, / II 3 x ...�.■ I. — O 1 III � .X . 40 N1T i 0) ff �� I � i it 30 0 30 90 r I � l Scale in FeetILI Clear Brook Shell Impervious Areas J W AC SF �w Lot 2D 1.75 76,230 Roof 4,792 � N Pervious 20,695 retention basin Type 11 wet pond with 4 times the water quality I IN ME III Parking 46,613 wo �- Misc Impery 4,130 n CD N V) Lo � U . Lot 2 1.75 76,230 Roof 0 +J H C. LEWIS 9 z Pervious 64,090 W ;0 o- Parking 0 considered. Misc Impery 12,140 J Li v v 0 1 W o' Total Impervious Area 1 67,675 1.55 M1 w J F- F- - N 0 W^ a. WW` �M LuLd 0- V) Z o6M W Q 3 N O a oz _I N C� C/) M i > z (: a1yy0AlM zo HLLL.M a N z M U •_MX J = U p W it II_ 6 J W SCALE: �w J O Stormwater water quantity and quality requirements have been z E5 � N Whitehall Commerce Center. Runoff from this site drains into a retention basin Type 11 wet pond with 4 times the water quality I IN ME III volume. E wo �- N ,e) r- r, in the road rights of way. All on—site impervious areas have been n CD N V) Lo � U . � LTJ oQ I I N N �(DaD 3 N +J H C. LEWIS 9 z iC. N0. 021621 entrances. These areas roughly equate to the impervious areas of the W ;0 o- 00._ 0 considered. 0.4�. �`SSIONAL J Li v v 0 1 W o' U Er U w O W of w Q E o LL_ z Uz F - W r, STORMWATER MANAGEMENT NARRATIVE I IIIIIIIIIIIIIIIIIIIIIIWYYIIZ SURVEY: C. I.: P—L 2. DRAWN P—L J W SCALE: �w SHOWN �z Stormwater water quantity and quality requirements have been z E5 addressed during the design and construction of the adjacent 0 w Whitehall Commerce Center. Runoff from this site drains into a retention basin Type 11 wet pond with 4 times the water quality I IN ME III volume. The total site area of disturbance is 3.50 acres including disturbance OF in the road rights of way. All on—site impervious areas have been AI,TH accounted for in the allowance of 2.98 acres of impervious areas designed for the the retention pond. This site development plan will result in the construction of 1.55 acres of new impervious area. See o r, the Clear Brook Shell Impervious Areas exhibit on this sheet. The +J H C. LEWIS 9 off—site new impervious areas consist of the new sidewalk and iC. N0. 021621 entrances. These areas roughly equate to the impervious areas of the existing Route 11 entrance and Business Boulevard sidewalk which will w� be removed. Therefore, no new impervious area off—site will be considered. 0.4�. �`SSIONAL F'�Cs SURVEY: C. I.: P—L 2. DRAWN P—L BY: JOB NO.: 1706001 SCALE: DATE: SHOWN 11/20/18 SHEET: 18/18