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HomeMy WebLinkAbout12-07 Tulane Drive Inn & Suite Hotel - Shawnee - BackfilePatton Harris Rust & Associates, pc Engineers. Surveyors. Planners. Landscape Architecls. August 8, 2005 Mark Cheran Frederick County Planning 107 N. Kent Street Winchester, VA 22601 RE: Shenandoah University Tulane Drive Entrance Dear Mark, Shenandoah University has leased a portion of the Holiday Inn property on US Route 50 at Tulane Drive. They will convert the northern most building to a 51 PHR+A room dormitory. We've prepared plans for a separate access, from the extension of Tulane Drive into the parking lot for this facility. We are also adding a dumpster pad at the northwest corner of the parking lot. CORPORATE: Chantilly The access is from a private road, therefore VDOT review will not be required. There is no extension of utilities, therefore City of Winchester comments are not VIRGINIA OFFICES: chanlilly required. The disturbed area is 5,800 s.f. As you know, projects less than 10,000 s.f. Chantilly do not require a Land Disturbance Permit. As the University has already received a B[idgFredericksburg determination from you that the dormitory use is allowed, and as sufficient parking is Leesburg available, we do not believe a site plan is required. We've provided two sets of plans Richmond for your information. Virginia Beach Winchester Please let me know if you have questions. Woodbridge LABORATORIES: Regards, Chantilly Fredericksburg PATTON HARRIS RUST & ASSOCIATES, pc MARYLAND OFFICES: Balllmore Columbia Frederik A. Mislowsky, P.E., VP 1 Germantown Hollywood cc: Gene Fisher Hunt Valley WEST VIRGINIA OFFICE: Marlinsburg T 540.667,2139 F 540.665,0493 117 Easl Piccadilly Street Winchester, VA 22601 6' OPAQUE BOARD FENCE SEE DETAIL ' ll.•fl•��ww I' , 1 ffimp A14•- ®15. LIMITS OF DISTURBANCE=5800 S.F. NO CONSTRUCTION ENTRANCE REQUIRED t Rf O09 O- i, r 3 f of ,a '" "a Q .........v ....._.._,_. n- r 2 ' 4 N t1 f a„ �. # a r CG-96 (2 R.) , \ _... r :fit H r, y N, = = a i 1 �� �� �aa yA E } s kf - DB REMOVE 16' CG-6 LOD -90 D / qQ s r. 18 p i s' ®12" e 4 0 401-S TP , .70 �G.0, s%% �� j /0 25 ... '4CFS ExISTING DICE AND C 4 SLIDING GATE TO PROVIDE SAWCUTO5` REMAIN PAVEMEN EDGE ` r� ' 7 GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equip►nent and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or imp.ried as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Sppeeccifications of The Yrginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Aut and the contract documents. 2. The sneer has attempted to locate existing subsurface ublities, however, such may exist that are not shown. The contror shall exercise care in this work so as to avoid damage to any utilities. Any damage shag be thg contractor s re biC�(�rr The contractor shelf notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800- 57-7771. 3. The contractor shall be responsible for all construction stakeout. Ail dimensions, elevations and locations shall be verified in the field by each contractor prior to, beginning the work. The 'Engineer will approve all cut sheets. 4. My untrstlal subsurface conditions encountered dunng the course of the worshall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, of his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval poor to ordering structures and start of construction. All c utsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addressed must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20 of fire hydrants. Fire Hydrants are not to be obstructed at any -time. CITY OF WINCHESTER 1. Water and sewer tines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer rvices to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. la. Contractor shall provide the Public Utilities Dept 24 hour notice prior to tapping existing water mains. 1b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and provide assistance as necessary. 1c. Should maintenance of water or sewer lines withing existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer lines shall be plugged watertight The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. i NO. i DESCRIPTION I DATE I REVS'D I FOW D I AF'fiV'D I DATE I REVISION b4-A- I o �14 two k TULANE DRIVE PROPOSED SLOPE 1`1' EX. CG-6 PROVIDE i' ELASTOMERIC JOINT EX. SLOPE: 3/4p:1' ...._ — EXISTING„_pAVEM._.__ ---- canreRl pt�M PAD ; 1 1/2" SM-12.5A--- 3 BM-25.0—� 6 21B f SAWCUT EXISTING GUTTER PROJECT SHENANDOAH UNIVERSITY TULANE DRIVE ACCESS SHAWNEE MAGISTERIAL DISTRICT FREDERICK COUNTY, VA PROPOSED CC-9B 2 FT. RADIUS Ffl EX, CG-6 EXISTING PAVEMENT ALL WORK PROPOSED IS ON PRIVATELY OWNED AND MAINTAINED ROADWAYS. :ffavil� Vicinity Map Scale 1 "= 2000' 4 4 MOOD PokL 1WM ' sm SLOPE FM WAWa w r Off w om Pam) �D & 4 i 4' 111M RAL r caNt F&T SLAB w/ eve A WK SLAB AGOIST 116H(FASE TN) w . OEM SECTION A I �` (2) a' OMMM FLIED POST b Y sO1w SIM ran ttYSamSim � All J M 15. PROPM M-W (2' M)s) PLAN VIEW to'-ar 10 1 4' �cWs ON CAPS m DI1Ei W( VW FOR SOLD ""UK 1 8 ROLIGLI sm 80 h mumDo►tlDs 3/e � 3' FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 01iL.L HOLES M cowit lE W LACK Gom 01 ANDCUM POSnIOL15 (2) 24' LONG 3/8' RODS MIX (mr- ) PROVIDE TREE PROTECTION 4' CONSTRUCTION FENCING LIMITS OF DISTURBANCE ROCK FiLLED CHECK DAM Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 14532 Lee Road 1 + Chantilly, VA 20151--1679 T 703.449.6700 F 703.449.6714 Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 P.O.0 Gene Fisher (540) 665-4527 CO. PLAN # DESIGN RAM SURVEY P H RA DRAWN JDS DA�AUG. 10, 2005 CHECKED RAM SCALE 1 "=20' SHEET C400SIT FILE NO. 1 of 1 12888 1-7 6' OPAU BOARD FENCE SEE DETAIL rye / / / / / / t 015" LIMITS OF DISTURBANCE=5800 S.F. I NO CONSTRUCTION @14M ENTRANCE REQUIRED nr i N J r r 7 .s.._ d i ,<�$'rd`z"',,.. r' Via` 3� r%�.. tE�u ,L f - at 4 TWN , . -... 7 '' � �`" '� *,.d ° a % 'u .� k �,.Y ; �' L.}. ? '' t //.� /�gy}pp p jj ,�.^^ t' ' CC-9B (2R.j �'` f °(,%t'q F+,sJ fi v .. \ d� r z.✓Fi F s,y�t"5� LOD REMOVE 16' CG- 6 C 7 .SO 1ti' f FC, ` j tom= 1.61 4. ¢Tyr � _ TRANS 1-" e GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the u6Trty systems and all other improvements shown or im 1'$ed as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in 6c64 once with arcable Standards and Construction Sppe �'fications of The Yrginia Department of Transportation, Virginia Department of Health, Frederick County Sanitotion Aut and the contract documents. 2. The eennggineer has attempted to. locate existing subsurface utilities. however, such may exist that are not shown. The contractor shall exercise care m this work so as to avoid damage to any utilities Any damage shall be O kontrgctors biG��yy The contractor shall notify all utility companies 72 hours prior to construction. Call Miss �Z U61rty 1-800 57-7%.. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to, beginning the work. The Engineer will approve all cut sheets. 4. Airy unusual subsurface conditions encountered dunng The course of the work shall be immediately brought to the ottention of the Engieer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. NI groding for improvements to be confined to the project area. Any work performed offsee is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for ap{xovaI pperorr to ordering structures and start of construction. All cutsheets should show existing ground elevations at n erfine of utility, structure or mad, and offset hub elevation. FIRE & RESCUE 1. Buming of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and add resseg posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20 of fire hydrants. fire Hydrants are not to be obstructed at any -time. CITY OF WINCHESTER 1. Water and sewer fines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. la. Contractor shall provide the Public Utilities Dept. 24 hour notice prior to tapping existing water mains. 1b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and provide assistance as necessary. 1c. Should maintenance of water or sewer lines withing existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer Gros shall be plugged watertight. The end of the line shall be worked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. i NO. I DESCRIPTION i DATE I REVS'D i FBWD i APWD i DATE 1 REVISION %8 SIP '012" ?9 CFS � � T M �P PROVIDE SAWCUT PAVEMENT ESWE EXISTING TREE TO BE REMOVED ss, 24. q�FS PROPOSED SLOPE 1'T 1 112' SW- ,- .." ' 3' BM-25.0 ,,r"6' 218 pdIST A. UMLOTM, JL No. 20674 hVAI. to EXISTING TUtANE DRIVE - IX. CG-6 /- PROVIDE 1' ELASTOMERIC JOINT EX. SLOPE 3147:1' EXISTING PAVEMENT — SAwCUT EXISTING GUM Vicinity Map Scale 1 "= 2000' rr-r -sit - 1`t - • j 4 x 4• WOOD WYL TP `R111, � _.. _ �... _ -. 1E L" SYMM 724.0 1 w/1� oVE w rEO)WOOD Posr �� 6'x 6• DW BOLTS ' 4: 4' WOOD W B' COP1p�7E SLAB w/ 6Y6 A S �„) r ; k e - ' 1Y oYl �' }7�N�1011 JOMtr AT s OM ¢ ti ; (FX lE f/tlCt! POST FOOM F � �`C - f - t S R t (flPxA OF 4) � ( y { x�` t p a1fe... a k,, ,q .. 24 SECTION A Q (2) —>0 ! FLLED Post D4 D4 I 7r ,,� •�r r � � / PROPOSED CG-A8 (2' RADAIS) ` PLAN VIEW DW ON CVS it—t FOR SOLID CaiNECr1DNS ' b , ❑ ❑ t _._..... _ - ADM HOLES IN 001W" ; JV ro Loci CAB N OPED1 31 SCAM AM CLOSED POSMOK gn MM � (2) 24' LM 3/8 RODS Sam sm SHOP WELD �. JOdin'S rZ51 �r ff it FF } 'Fri WADE --`----------- 1_.. �s s t� DC. CG-6 COIVCREiE<.ptMpSTEa PAD. EXISTING PAVEMENT L i PROPOSED CC-9B 2 FT. RADIUS 'PROJECT SHENANDOAH UNIVERSITY TULANE DRIVE ACCESS SHAWNEE MAGISTERIAL DISTRICT FREDERiCK COUNTY, VA ALL WORK PROPOSED IS ON PRIVATELY OWNED AND MAINTAINED ROADWAYS. FRONT Ei-EVATiON STANDARD TRASH ENCLOSURE DETAIL PROVIDE TREE PROTECTION 4' CONSTRUCTION FENCING LIMITS OF DISTURBANCE ROCK FILLED CHECK DAM Patton Harris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. 14532 Lee Road + Chantilly, VA 20151--1679 T 703.449.6700 F 703.449.6714 Owner/Developer: Shenandoah University 1461 University Drive Winchester, Virginia 22601 P.O.0 Gene Fisher (540) 665-4527 Co. FLAN # DESIGN RAM suRver PHRA DRAWN JDS DA�AUG. 10, 2005 CHECKED RAM SCALE 1 "=20' SHEET C400SIT FILE NO. 1 OF 1 1 12588 1-7 CONSTRUCTION NOTES II ►. 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited LOCAL UTILITIES within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. City of Winchester Dept. of Public Utilities CITY OF WINCHESTER Rouss City Hall 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and 15 North Cameron St.er, Virginia 22601 Winchester, st shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with (540) r-1815 P.O.C. Dale Lehing, P.E. this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the AlleghEny IPOwer inspector may require. 3463 Valley Pike 1 o. Contractor shall provide the Public Utilities Dept. 24 hour notice Winchester, Virginia 22604 prior to tapping existing water mains. (540) 722-5852 P.O.C. Cindy Laing 1 b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and Verizon provide assistance as necessary. 404 Hilliandale Lane 1 c. Should maintenance of water or sewer lines within existing Winchester, Virginia 22602 (540) 6165-3156 P.O.C. Larry Willingham easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line steall be i marked Adelphia Cable 1039 N. Frederick Pike with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches Winchester, Virginia 22601 Winchester, shall be painted green, and the cut depth to the line invert shall be shown. filer-Virg P.O.C. Brent Liles VIRGINIA DEPARTMENT OF TRANSPORTATION Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 V1. All work on this project shall conform to the current editions of and latest revisions to the (540) 8169-1111 P.O.C. Tim Hockman Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer V2. All construction shall compI with the latest U.S. Department of Labor, Occupational Safety and trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and density as determined by AASHTO T-99 Method A, within plus or minus 27of Regulations. optimum moisture for the full width of any dedicated street right-of-way. At the V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, direction of VDOT, density tests shall be performed by a qualified independent shall be in accordance with the current edition of VDOT's Work Area Protection Manual. agency in accordance with VDOT Road and Bridge Specifications. Certified copies Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of of test reports shall be submitted to VDOT daily, unless specified otherwise the VDOT Road and Bridge Specifications. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including these plans and/or as specified by VDOT. traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility V16, The installation of any entrances and mailboxes within any dedicated street right - companies. It is the sole responsibility of the developer to locate and identify utility facilities or of -way shall meet VDOT minimum design standards and is the responsibility of items that may be in conflict with the proposed construction activity. VDOT approval of these the developer. plans does not indemnify the developer from this responsibility. V17. Prior to VDOT acceptance of any streets, all required street signage and/or V5. Design features relating to field construction, regulations, and control or safety of traffic may be pavement markings shall be installed by the developer or, at VDOT's discretion, subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of by VDOT on an account receivable basis following the Manual On Uniform any field revision shall be the responsibility of the developer. Traffic Control Devices. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT V18. The developer shall provide the VDOT Residency Office with a list of all material land use permits for any work within VDOT right-of-way. sources prior to the start of construction. Copies of all invoices for materials V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged utilized within any dedicated street right-of-way must be provided to the local and held by the engineer and/or developer with the attendance of the contractor, various County VDOT Residency Office prior to acceptance of the work. Unit and total prices agencies, utility companies and VDOT prior to initiation of work. may be obscured. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for V19. Aggregate base and subbase materials shall be placed on subgrode by any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior means of a mechanical spreader. Density will be determined using the to any required or requested inspection. density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and VTV-10. A certified compaction technician V9. The contractor shall be responsible for maintaining adequate access to the project from the shall perform these tests. Certified copies of test reports shall be adjacent public roadway via a construction entrance that is constructed and maintained in submitted to VDOT daily, unless specified otherwise. In addition to accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. checking stone depths, a VDOT representative shall be notified and given Furthermore, access to other properties affected by this project shall be maintained through the opportunity to be present during the construction and testing of the construction. The Developer shall have, within the limits of the project, an employee certified by density control strip. the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the basis for proper installation and operation. Deficiencies shall be promptly rectified. VDOT Road and Bridge Specifications. Density shall be determined using the V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports the end of construction. shall be submitted to VDOT daily, unless specified otherwise. A VDOT Vll. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V21. 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 excavation to V12. Any unusual subsurface conditions (e.g., unsuitable soils, sp(ngs, sinkholes, determine the type and condition of the foundation. The contractor shall report voids, caves, etc.) encountered during the course of construction shall be findings of foundation exploration to the engineer and VDOT for approval prior immediately brought to the attention of the engineer and VDOT. Work shall cease to placing pipe. Foundation designs shall comply with VDOT Road and Bridge in that vicinity until an adequate design can be determined by the engineer and Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is approved by VDOT. encountered, the foundation design and/or need for foundation stabilization shall V13. All fill areas, borrow material and undercut areas shall be inspected and approved be determined by the engineer and approved by VDOT. by a VDOT representative prior to placement and fill. Where CBR testing is V22. Approval of these plans shall expire three (3) years from the date of the approval required, a VDOT representative shall be present to insure the sample obtaines is letter. representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these performed in accordance with all applicable VDOT standards and procedures. plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed I 1 I L RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 C0V/ER SHEET 2 SITE DEl ELOPMENT PLAN ,3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 STORM & UTILITY DETAILS & PROFILES AND SiTE SECTION PROFILE- 6 MICS. DETAILS AND SITE SECTION PROFILES 7 MICS DETAILS F' ijubtu EROSION AND SEDIMENT CONTROL NOTES: FIRE LANE SPECIFICATIONS 1. All work shall conform to the standards and specifications and other 1. Fire lanes shall be on all plans or drawings, if applicable. criteria adopted by the City of Winchester unless a variance has been 2. Fire lanes are to be a minimum width of 18 feet. granted in writing. 3. Fire lanes shall be designated in either of the following 2. No work shall commence on site until a Land Disturbance Permit is issued by ways: STER the City of Winchester. 3. The Land Disturbance Permit must be kept on site at all times and shown A. Double yellow, six (6) inch lines with approximately on request. three (3) inches between lines shall be used to mark �O`Q. 4. A copy of approved Erosion and Sediment Control Plan must be kept on site paved areas. at all times and shown on request. B. Painting of curbing yellow. 5. If the contractor fails to produce the Land Disturbance Permit and the C. By painting of yellow hatch marks of six (6) inches in approved Erosion anc Sediment Control Plan, a Stop Work Order will be placed on job until such time that the Permit and the Plan are secured width with no more than ten(10) inches between hatches d on the job site. on the entire area being designated as a fire lane. 6. The City must be notified when the work commences and when the project 4. Signs shall be twelve (12) by eighteen (18) inches with a HII ne is completed. 7. Other work (grading, excavating, construction) on the project shall not white background, with red two (2) inch block letters with the "NO c � commence until the appropriate erosion and sediment controls are in wording, PARKING FIRE LANE Authority of Fire Chief". Any wording needs to be approved hur place as specified on the plan. other color combination or o Sulp 8. Contactor is responsible for any and all damages to any other conservation by the Fire Chief. 0'eat e� measures already in place as a result of work covered by this permit. 5. Signs shall be posted on all comers of the fire lane, and then pr 9. Contractor shall maintain the conservation measures in satisfactory operating condition until final, permanent stabilization is achieved. no further than fifty (50) feet apart along the remaining length 10. Contractor shall submit a monthly monitor report to the City indicating of fire lane area. Signs shall be a minimum height of seven (7) the condition of the erosion and sediment controls and any corrective feet to the bottom of the sign and a maximum height to the top actions taken during the reporting period. The report shall run on the of sign shall be nine (9) feet. Any other height needs to be 0 calendar month and must be recieved no later than the 5th day of the approved by the Fire Chief. 0 following month. Copies of the report form may be obtained at the address below. 6. Any existing markings which will be within the fire lane 11. All denuded areas on site shall be stabilized within 7 days of final area after their establishment shall be removed so as not to grading with permanent vegatation or a protective ground cover suitable create confusion. for the time of the year. 12. All denuded areas that may not be at final grade but will remain dormant 7. The fire lane shall be maintained on a regular basis to for longer than 30 days must recieve temporary soil stabilization. insure these lanes can be easily recognized. Maintenance 13. Permanent stabilization must be applied to all denuded areas that are shall include repainting on lines or curbing, replacement to be left dormant for more than one year. of signs, etc., as deemed necessary by your maintenance ,r V1C]Illt Ma Y p 14 . The Land Disturbance Permit may be revoked, should the City determine that the is in the the personnel or the Fire Department. Scale 1 "= 1000' project not compliance with conditions of approved plan. 8. After the establishment of the cited fire lanes, local 15. All questions regarding Erosion and Sediment Contol must be directed law enforcement officers shall enforce these areas clear MAY 31 2005 to: City of Winchester, Virginia at all times. 9. fire lanes elsewhere on site may be required as construction develops. , Department of Public Utilities, Engineering Division REVISED: SEPTEMBER 22, 2005 15 North ameron Street Wn htest22601 rCVrginia REVISED: DECEMBER 16, 2005 (540)-667-1815 OWNER'S CERTIFICATE REVISED: N OVE MB E R 17, 2006 1 hereby certify that the property contained in in this Site Plan is with free consent and accordance REVISED: JANUARY 29, 2007 with the desires of the undersigned owners, proprietors REVISED: AUGUST 17, 2007 and trustees, if any. Pa t t o n Engineers. H a r r 1 s Surveyors. PHA Rust & Associ a tes,pc Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 BURLINGTION, LLC BIPIN PATEL 150 WINGATE DR. WINCHESTER, VA 22601 PH # 540-678-4283 I H O1,7 zRonald A. Mislowsky, Jrz O CERTIFICATE NO. - U 020674 REGISTERED PROFESSIONAL ENGINEER Date Date Date Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number 1 of 7 4" W ITE SKIP LINE -—- ER VDOT SPEC-" qa, i.. <71 'P` J t a � ,�:- i s _ i'<•C - ✓ !1 •Lc� IRF` t _ "t RELOCA �5 VVV 4 , G 0 EX 'F?"QLE J� R , CC10 y V%'- - %! E��S ✓ PEDESTRIAN CROSSWALK GG g4g - ✓ 17.5 R t 1• -Y t P , i r GRATE (7 r .� ' \Q - .s ` O N':. - i N, ' ( 'r \.. i W rTt .. 1. rta t . .f� / ,\G ' p ` ,¢� -FH n�. } crr :' ° :'.c x V) D J ^t' .gyp ,;,• _,rat' C \,'...;% . �. ..., , ! _ r, 6., ,, . t DOUBLE 4 65 / r - `2 E 6 ASS Y � a YELLOW LINE �::- C 7SR i n m � \ 1,\ ` P TYPE: D 1 AJ M o iyrn\ nry O _ a G it -, / - r I ,:`90* EL N rn rZ*i , Y �� 0 .J ' �/ \\O t 1 ?r', ! 1: rn �,} ?k - V r , , \, I'.'S • $f . , x6, _ .. S � , 1 , t i REDUCER 1 FH i i I ASS Y i, ! V V . i _. AMgfM - o -.. o© ✓2' v o o J. 31:} t f > 1 : O t TYPE DI-1 ,° SERVICE.. r i 4 WHITE SKIP LINE 5 z° 'o` 0' _ h o° �i�8 x6 TEE^°oo, , m z pD r I = LT<� }PER VDOT SPEC ~-'•'�' _- ` _�..: �, • �'' � ;, - : , � 1 6: - GV vt L, , � ` , ; � t - LOCK BOX W/ KEY FOR GATE. ''';'y ° s a" PVC Oor . DRAT it : COORD SYSTEM W/ ARE MARSHALL , FIRE,:y_ �TyklIN SLOP %r:> s - k _. � o GG - � � 2 LINE FROM. SERVI 14 ,r' Bp �D -- a 45 EL � $ HEIGHT LEAR • . ✓-,..a \ M ° r �t �� f `, A 3 ^. \ I^ i `! I _..._. `7 ii„✓t`j.� tip, yt._..,, «' \..� /i PED .. 8E <_ P /r: , � � .�- � �,' , � SWALK - , :1�- _., _. __ .� � I O � '; �__.�,.r r'� REMOVED-_--, SLIDING ACCESS __ RAM IOW INVERT=705.80 � ___-- t�, 1 r; ��,; QP I KEY PROVIDED IN LOC BO%. OUT WATER TIGHT p.LA E M EX J oo -, a I DUMPSTER - 3-CONDENSER UNITS-0 °r' / ��`� �. Cq 1-2 METER CG 98, 0 . C� - i R LINE �- ENCLOSURE ❑ GTRATE ? i.9�3` t 5r�GJ I 20' FIRE DEPT. ACCESS. PROVIDE o' �,, ' ;, 1 r ✓' \ q �58a�,y M_ T �Zx v c,, t IN . , 1�.. -` _ .- . r,. -. :c . I SIGNAGE PER COVER SHEET NOTES. o __ 20 ; � ;-, �- ��-.,,"R ' "_� ELEC. TRANSFORMER _ °'�a 0 1 INUN 'V ;// _Q 22.5 E oo^ BOLLARD LIGHTS D AIN ® � 1 - - - o ` - , 8 PC D N - ROOF R .-.,n � jI � � �; , :� D = RETAINING WALL ' ;'<, E: DI -I rv z I { I 2, OA 154 _ _ _.._ -._ ._._ ___ ,C' MIN LOPE 0.50% rrt Cr�J ti - o ®4'1 ' 8 PVC ROOF DRAIN �i - ' iPA 10 JED fv`._, r r .. EX WS TO BE i t o tt MIN SLOPE 0.50% }r�-�- Uo I �r ?r; �G , r \` t C STRU. { e v 1 8" i DEPRESS CURB % '1 - TO SUPPOOT O- 0 to REMOVED AND I i I INPVC R DRAT I CY cwo ( 10" (i r;,.. CAPPED AT MAIN sC�E50y - EM GEN PVM T ELEV= W , a' . L , iPI•I. o'.. I I`' ;' CO. INV=712.4 CLES .rf, lrff- "Al,s PROPOSED HOTEL ;. / �':' » VE 112" 1uNE 's:., .._. ,,._,J.... P 8 SAN. SEW. 0 p DRAT ® AREA RAISED TO PROVIDE MIN. COVER FOR { ;i, o __ _ » OLLARD LIGHTS I , -_KA i d 1-8 TEE < PARKING SPACES PROVIDED - 94 SPACES ," LAT. ® 2.0� �� _ I l ° `�-� - -SANITARY. DE STEPS AND HANDRAIL. I ,' 1-8" GV c RY PROM i `F i oI " CzI, HANDICAP SPACES PROVIDED = 4 SPACES %; ®C3 PROP MANHOLE 18 x6 REDUCER rSEE ARCHITECTURAL PLAN FOR PROP. PATIO 1-6" GV ❑ _ AND SCREENING WALL DESIGN AND DETAILS I' RIMg17.00 ,,,,, 1 ? 0 4.: WALL MOUNTED HANDICAP PARKING � -,INV OUT=713.70 -° I _ SEW UNE TO BE REMOVED CJ z.,Y rat i ,., ._. M&M EX CURB ,,., `' >;,; STATE CODE SECTION 36 99.11. - _ . _!.. ___. _._ ._._._ - ___.. _ -.-._ ❑ ¢ 4 CONDENSER _.___-- -__-_- :-_ _ . ,. ._ _ IN IN (4! BENCH-714.37 __-___ .. ENTRANCE Tl7``-= - _. r. ❑ UNITS SIGNS INSTALLED PER VIRGINIA OOUhA ® Q INV IN 4" AT BENCH=714.37 ELEC OUTLET (2 PAVER S/W w > , i � r`BE REMOVED - - -- - AXLE FOUND _ N . - _ . _...:.._mow.- . I ,�. --__ - DING ; , ew ACCESS GTE El SAN. SEW. ESM'T 1-FH » » : CG- R - ELEC OUTI�.ET 0.51 1-CONDENSER UNIT 12 x8 TAPPING a " 4� ASS'Y I CG 6R 1-POOL HEATER 1-8 x6 TEE ro CONTRACTOR TO COORDINATE INSPECTION SLEEVE AND VALVE o I " 18 SPACES 1. o OF EX. SEW LINE WITH CITY INSPECTOR. r ; ; THE CONTRACTOR ' -6 GV _ H ti o H 2d.o'o GENERATOR ' 9i ' REPAIR OR REPLACE AS NECESSARY i o %` z. r : .00, TO SPOT DIG AND . r, VERIFY THE SIZE OF 4 PVC SDR21 FORCE MAIN (PRIVATE) I ; THE MAIN BEFORE e = 8.00' aw e.o0' F-IRE SANE SEWER PUMP STATION (PRIVATE): ORDERING THE TAPPING 1" WATEF LINE ' `' u ' SEE MECHANICAL PLAN FOR SEWER SLEEVE AND VALVE D1_1 ;w by sw bw sw 6w sv 6a 6w 6w bw PUMP DESIGN AND SPECIFICATIONS. ' 14 3 90' ELw WATER LINE ESM'T t , _- INV IN=711.58. N I 4 TEL VICE [ {il D - ASS Y 20' FIRE DEPT. ACCESS. R n ? 2,R PROVIDE SIGNAGE PER COVER SHEET NOTES. 9,00' i M&M EX CURB , ``t 26 SPACE ' vE t ,J f ! ii U i PRO MD GFI WP gTYPE 1-10 � w f o^ HOTEL"' SGN TO BE `?` ' TmE YA ELE OUTLE i � o : i ` i �: c. � Z v 1" r , 14bUffIER ON EX SIGN i Di-1 H ANT CG-6 = I. 4 -1 c�_ a TYPE IWI4 _. - _. _,. PROP _. IRF C TELEPHONE : i PROP. ACCESS ESM'T S 26'S723" W 300.00' PROP p 4 SE ER _ c I SERVICE _ - _ _- _._ _. ___._ .---.___-CONNECT TO -EX 4--S WER-F�RC � _ _ FORCE MAIN i S I� ; MAIN AND RELOCATE PROPOSED SCREENING WALL i l :; (SEE ARCHITECTURAL PLANS FOR DETAILS)PSTER _ - GR,4'OWACSCALE Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 706.08 705.80 28 15 1.00 CPP 2 706.62 706.28 34 15 1.00 CPP 3 707.56 706.82 75 15 1.00 CPP 4 708.01 707.76 25 15 1.00 CPP 5 1 708.45 708.21 23 15 1.00 CPP 6 710.19 708.65 155 15 1.00 CPP 7 707,03 706.28 117 15 1.50 CPP 8 709.47 708.23 82 15 1.50 CPP 9 710.94 709.67 85 15 1.50 CPP inline 1 711,66 711.27 40 i2 1.00 CPP inline 2 712.00 711.66 34 12 1.00 CPP All CPP Culverts to be Grumpler Smooth Core or equivalent Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type 1 706.28 706.08 713.33 DI-1 2 706.82 706.62 713.38 DI-1 3 707.76 707.56 713.07 DI-1 4 708.21 708.01 712.92 DI-1 5 708.65 708.45 713.20 DIA 6 - 710.19 714.09 DI-1 7 708,23 708.03 713.80 DI-1 8 709.67 1 709.47 714.60 DI-1 9 711.27 710.94 714.90 DIA inline 1 711.66 711.66 715.60 inline drain inline 2 -- 712.00 715.60 inline drain 20 '10 0 20 40 //V FEET } 0 1 inch = 20 ft. BUILDING DESIGN: NOTE: ARCHITECT TO VERIFY FIRE RATING ALL EXISTING ONSITE STRUCTURES, CURB, 13 REQUIRED FOR BUILDING WALLS CLOSER AND ASHPHALT TO BE REMOVED. THAN 10' TO PROPERTY LINE. U.S. ROUTE 50 r ARCHITECT TO VERIFY BUILDING HEIGHT DOES NOT EXCEED THE 60 FT. /M MAXIMUM HEIGHT ALLOWED. VDOT GG-7 RUD 21 B 1 a BEiZS1'D 84CK Of' WO U. S. ROUTE 50 CURBAND GUTTER PROJECT SUMMARY w ~ -j GINIq TAX IDENTIFICATION NUMBER 64A-4-1 EXISTING PARCEL AREA 1.416 ACRES DEVELOPED PARCEL AREA 1.416 ACRES ad z o ZONING B2 p y a ADDRESS 1055 MILLWOOD PIKE P � j �$ CURRENT USE VACANT UJI 6 PROPOSED USE HOTEL 0 �A. DISTURBED AREA 1.4 ACRES n EL OW W 0 0 SETBACKS REQUIRED PROVIDED CC FRONT (RTE. 50) 50 59.58' 0 0 0 0 0 0 " FRONT (TULANE DRIVE) 35� � � 70.76 w o, a, Q, Ld SIDE N/A 73.50' o _C*_'11 o REAR N/A 50.00' °O (0 PO C`' 3 *- PARKING 5' 5.00' V� BUILDING HEIGHT 60' (MAX.) 59't N Z Z C. v a N N0. Of ROOMS 94 CL � p vi (D GROUND FLOOR AREA 9,356 SQ.FT. w ¢ to . NU MBER OF STORIES 6 0 0 o V Go t- FAR ALLOWED 1 P o o Q Q w: FAR PROVIDED 0.21 U o= w o �v Q MINIMUM LANDSCAPED AREA 0.21 AC. (15%) � Z o c� LANDSCAPED AREA PROVIDED 0.32 AC. (22.7%) `_ _ o m � PARKING REQUIRED PROVIDE o ; w J d y C REQUIRED SPACES (1/ROOM) 94 94 ? ¢ C3 a Q �+ STANDARD SPACES 90 90 o ,� � N o off n- HAAINDICAP SPACES 4 4 C' � °- Q � w c to co co TOTAL SPACES PROVIDED 0 94 °- o a �:9 N W LOADING SPACES 2 2 o P o o c PARKING LANDSCAPING W Q n •- I"' LL PAVEMENT AREA 32,575 S.F. 0 PAVEMENT TREES REQUIRED 16.3 0 1/2000 SQ. FT. � s V •� 0 PAVEMENT TREES PROVIDED 17 INTERIOR TREES REQUIRED 10 0 1/10 SPACES > INTERIOR TREES PROVIDED 10 = cn TOTAL TREES REQUIRED 27 M 00 r- (0 TOTAL TREES PROVIDED 27 Z o a� + PARKING LOT LANDSCAPING REQ'D. 1,629 SQ. FT. 0 57 PARKING LOT LANDSCAPING PROVIDED 1,700 SQ.FT.(+/-) 0 57. NOTES: a w 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE, 4, ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92. 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. & NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 7. ALL UTILITIES TO BE PLACED UNDERGROUND 8.IBC SECTION 1107.5.4 AND ICC/ANSI A117.1-98 COVERS THE ACCESSIBILITY REQUIREMENTS FOR USE GROUP R. MORE THAN 20 UNITS 2% SHALL BE TYPE A UNITS. 9.INN & SUITES SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 310, USE GROUP R-1 (RESIDENTIAL) OF THE I �" INTERNATIONAL BUILDING CODE/ 2000. TYPE 1 CONSTRUCTION IS REQUIRED ON SIX STORIES UNDER TABLE 503 IBC. SPECIAL INSTRUCTIONS SHAH BE REQUIRED UNDER CHAPTER 17 IBC. (SOILS, CONCRETE, WELDS, BOLTS ETC.) 10. NO OUTDOOR STORAGE PROPOSED. 11. FIREIANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. REQUIREMENTS OF A D SIGNAGE SHALL MEET THE R PAINTING N SI THE STRIPING CURB THE FIRE MARSHALL. 12. SECTION 903.2.8 OF THE VUSBC SHALL ADDRESS THE AUTOMATIC FIRE SUPPRESSION SYSTEMS FOR THIS TYPE BUILDING AND SECTION 601 OF THE IBC SHALL INDICATE THE FIRE WALL RATING OF WALLS LESS THAN 10' FROM PROPERTY LINES. NOTE: 704.8 FOR OPENING ALLOWANCE IN FIRE WALLS. 1.5" SM12.5A 13.ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO 2" SM25.0 MIN. EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 8" VDOT 218 14.AH OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT w POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. WELL COMPACTED SUBGRADE 15. TWENTY-FOUR HOURS PRIOR TO ALL CRANE OPERATIONS, COORDINATION MUST BE MADE WITH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, (540) 662-5786 IN ORDER TO ENSURE COORDINATION WITH THE DULLES APPROACH CENTER. DEPENDING ON THE HEIGHT OF THE CRANE DURING OPERATIONS, THE OPERATOR MAY BE REQUIRED TO FLAG IT WITH AN AVIATION OBSTRUCTION FLAG OR TO TAKE OTHER SAFETY MEASURES IN ACCORDANCE WITH FEDERAL AVIATION ADMINISTRATION POLICIES. 16. DUE TO THE CLOSE PROXIMITY TO THE FLIGHT PATH OF THE AIRPORT, THE PAVEMENT SECTION OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED V) ABOUT AIRCRAFT NOISE AND FLY OVER NUISANCE FROM AIRCRAFT THAT COULD Not to Scale POSSIBLY IMPACT TRIER BUSINESS. OWNER SHOULD CONSIDER INCLUDING NOISE ATTENUATION IN THE CONSTRUCTION OF THE BUILDING. ..� 2' GRASS SHOULDER FROM BACK OF CURB TULANE DRIVE SAWCUT EDGE WIDENING VARIES o PROVIDE TACKCOAT EX/ST/r1/G pq�GfENT � �7 F,' EX. EDGE OF r PAVEMENT 1.5" SM-12.5A '�`� VDOT CG-6 3" BM-25 8" 21-B WELL COMPACTED SUBGRADE EXTEND 21 B CRO55 520PE= 114".•1 1 f7.- BEYOND BACK UNLESS OTHERWISE NOTED OF CURB TULANEDRIVE WIDENING TRIP GENERATION ITE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 618 T.P.D. ITE CODE 312 BUSINESS HOTEL AT 850 OCCUPANCY. FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. LEGEND Am PARKING SPACES (NUMBER) • . • . • • • • • • • • • • • PROPOSED CURB & GUTTER • • • • • • • • • • • • • • • PROPOSED CURB & REVERSE GUTTER • • • • • • • • • • • • TRANSITION BETWEEN REGULAR & REVERSE CURB • • • • • • • • • - PROPOSED PAVED AREA(8- 21B/2' BM-25.0/1.5" SM-12.5A) � PROPOSED CONCRETE AREA • • • • • • • • • • • • • • PROPOSED GRASS AREA • • • • • • PROPOSED EASEMENT AREA . . . . . . . . . . . . . . . . ZONING BOUNDARY • • • • • • • • • • • • • • • • • • • ZB UTILITY PEDESTALS . . . . . . . . . . . • . . • • • m m EXISTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • . . PROPOSED WATER MAIN . . . . . . . . . . . . . . . . . --6W EXISTING WATER MAIN . . . . . . . . . . . . . . . . . PROPOSED FIRE HYDRANT- • • • • • • • PROPOSED GATE VALVE & BOX • • • • ' • Wi EXISTING SAN. SEWER AND MANHOLE . . . . . . . . . . . PROPOSED SAN. SEWER AND MANHOLE • • • • • • • • • • • • .. S.t---��S.S.f-- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • • • • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • T PROPOSED GAS SERVICE • • • • • • • • • • • . • • • • G LO P Q O O + O CLr- �N N rn o 0 rn H z p a `t U U O z Z Y Z w i _3N 0 U u- W_ f! �- __ INV: • ,7 34) r ------ - \ JI(P)c 55 NRp ,3-6 INC. o r' 5qA - - PIN & AY GRES IAt fig$ I PIN 64A 2 13 SAKI 0 35 6 02 NpUS�RA\\RVIN C. FLEET and L & I / NflLDRED A. FLEET NED• IAA - � � , Z0 ERG P �? 3874 ACRES GQMM /' �� �a 2SQ�''� �, (l_ 0T - COLLEGE PARK) t ONE USE RESIDENTIAL NA(LS I 75 - SLc�\� �y\e� Lit f l 15� ' n. BC 716.97 - �� ���• / � j ,-� x BC GRATE (714.16) SO") z 1 U C cn p \\ M i 8 P _ L' -1 I' ;T "1 I.M I P D GRATE) 713.95 1 ( ) /. 1 INV.=711.25 _ - - ' � � -.-' �„ 714. rc ' P/N 64A 2 i2 , a�C / OP !MARVIN C. FLEET and, :. . c MILD D A. FLEET �Q ___------- ---•° - - -- ----.:-� J','. _ _ " �'_ _ _ /_ e . d � . 1 K -C - # ., _ . 715.54 l � � � O C � � 390C LCRES � ----- -- -- - - .. _ . - (L T 1 - OL AR1l�r s BC - " 715.54 USE �DENTIAL ' / b _ F, I MEET & MATCH EX, CURB,r �' P� ..SJ '-:4� y,' IFS / �;\ 15.7 \IOCK BOX KEY OR GATE. LU 1 PROVIDE SAW CUT DGE -� �, - F Z C 715. 1 CORD SYSTEM ti"1/ FIRE !�ARSNALL �OF 5; j O. ) - c - /715k39 _0 , rl r r - �/ /\ 715 06 C 15 70 29: Ji `/ /�� BC 7 i-r' 7 4.91 715.E-- f 7 1 Y14.35 8 --- ;� 15:82 -� I P r = - .. - - EX. 11CRETE RAMP TO BE 715 1 15.34 l _.. •®1 "z- ; B ` BC 5, I ; I ,4OVED �- �,° � ,�.., .. � � ,_ 59 -, ' ♦ -.� /`�G I ' ; -SLIDING ACCES., GATE K n - 1 / >Q. �/ -%�P 1 I s 715 82 fi .KEY PROVIDED IN Bt in t! 1 715,25:j !� _ v��,m�o , ;� // ��ZX$ i , AC - J IRE L --� � � 9- EX ' v \ -- CONDENSER UNIT S ,� � x 'l rr '� - � � P G 9B 1 � � 'DUhM1PSTER i� CG 9B, 2'R � , .J~4-_ CONDENSER 7� O ti f P -' �.� :i ENCi_OSURE s m ' �' LANE \ 5 7 0 ( r M,T - X� I 20 R DFP, 'ACCESS. PROVIDE � .- GRATE 711.99 �• INv.=7o5, > / ! 7140 .1 �S E ' =6 _.,; ; �1 SIGNAG� P :,' COVER SHEET NOTES.' I o _ _. BC BC lr - - r 'y 715 • bo / r N 714.80 O0/16 - - - - - - '-� pBV RFTA ING WALL PIN 64A-2-11 TO ... . tic co g. l i I 0 .I . n // I1, r E PVC ;�0�= D .t•; -- I1 x PA 10 TO BE RAREFY N. OATES SR L C _ , I,; r ( and MARQUETTA L. OA TES f / i ' s1G�= O'�t \ i CO JSTRUCTED DB 470 PG 267 1a DEPRESS CURB;' { TO SUPPORT_ M�T & ,MATCH EX. ! e f Irl _ "G-1'% -= F = 1 �� '" 71.82 ,� �' (LOT 11 -COLLEGE PARK CURB, PROVIDE k`' �, `"A"T S c,y �, FE % 5.15 EM RGEI CY IMI.=704.85 /SAW CUT EDGE° 1 �` , .715.15 (PVM i ELCV=S��i ELEVrY - � � � ZONED: 32 14.80 �� ;1j ; VE ICLES USE.' RESIDENTIAL m RIM=712.39 � " " � i F O A_EA. RAISED TO PROVIDE: MIN. COVER FOR INV. 4.77 _� `' BC ; 715.1 I:) S`NITARY. PROVIDE STEPS AND HANDRAIL. 7 BC/ " `��-=�.�t.i^;'Y'�'`' v ' - �Vrw�s`�.�'w�::="�- .. �-_ ter_ -�. _._ _ _,._ „_ 4...> .___. ;3 P SPACES PROVIDED _ 4 SPACES SEE ARCHITECTURAL PLAN FOR PROP. PATIO vv TOP ®O �� FL 0 • tiVALL l�OU�JTED HANDICAP PARKING AND SCREENING WALL DESIGN AND DETAILS 715. 15 16 , / o �' 717 O EX, SAN. SEWER (PRIVATE) STATE CODE SECTION 36-99.11. _ m u y Y BC ; 715.40. 4-COivO �;Srw' , v I , ;'`Y 8C -- iNj .S_ SIGNS INSTALLED PER IRG N�!o RIM=716.47 O O Q v I r7� rh Cy - --' --YP --- - - - _.._ ---- t NV.=714.27 - - R ° (' - 715 16.75 71 .231 v _ .. ( -718 2�- � � � ,�,. 2 r � -_ _ -- _._..___ _IDIPlG ` 18 Q�LE FOUND o I: -- -- __ 1 7.15 `D ACCESS � p, � � - (� - -- • a r ._>a_ . ' ___---- . a :•� ._ _ _ -L --i--a -;-' - ! /, � _ _ ___- GATE--- r _ G 7 5 3 _ AC BC 716. C i 15.78 716.11 �N� 715.77 _B, a , I I I 715. 0 Ci, 98 � 2'R 71. P BCC , %%s 7 5.48 k �� r- G �� 1 16 _._-_715.48 715.65 FIRE LANE. 16.0 { 0 0 ,.s BC BIC M O - ---- - -- - - - -- c. �1 Iv Q oo d D / ,/ / WaTE .LINE ES 71 "' D . - _ �ODEPI. PCCESS 1 u"� D PIGNAGE PER I� 7 3 0 _BE `�� <� { , g I ' \ j715,86COVER, SHEET NOTES. -� I B " I 6 GN TO BE ----- " �'� `� 'I ( �(� LEA r,W°rLE w i 71 .75 I d z I W a 71 T, _ I ON EX SIGN ,., Ui -' w I r BC . 'ems - U .5 -- - ------ -- - - - - - - ----- -- - - - - - - --' rc PIN 64A -2-10 O r<0P I - - - - - -- _ IR RA YMOND M. KACKLEY [ .,, 7 _- - 26 57 2 W 300. 0 EL.CPH01NE / I �_S PROP, A;. S FS�,M1_a__.:=: _ _ S �5_5( (LOT 1 COLLEGE PARrc� ER\'(. - j PROPOSED SCREENING WALL ---- ZONED. B2 j OC PIN 64A-4-3 O(; / (SEE ARCHITECTURAL PLANS FOR DETAILS) - -- USE, RESIDENT/AL VIRG/N/A LODGING / (MEET & MATCH EX, DB 641 PG 802 - - - CURB, PROVIDE SUPER 8 MOTEL" SAW CUT EDGE / II ZONED: B2. OR, PH/CSOW AF Permanent Stabilization) All disturbed areas not paved shall receive a rein, 6 In, topsoil 20 10 0 20 40 and be seeded as f ollowsl 200 lbs Tall Fescue per ac, !N FEET 12 lb, Annual Rye per ac, I Inch = 20 ft. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per ac, Permanent seeding will occur as the final phase of construction Temporary Stabilization) Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows= 60 lbs German Millet per ac, (May through September) 60 lbl Annual Rye per act (October through April) 450 lbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mulch per act Seeded areas to be watered and cared for as necessary to provide grass emergence, LEGEND EXISTING STORM DRAINAGE & STRUCTURE 11 PROPOSED STORM DRAINAGE & STRUCTURE • • • - PROPOSED CURB & GUTTER • • • • • • • • - DRAINAGE FLOW . . . . . . . . . . . . . . EXISTING GRADE . . . . . . . . . . . . . --- .. PROPOSED GRADE . . . . . . . . . . . . . PROPOSED EASEMENT AREA • . • . • • . • . PROPOSED SILT FENCE • • • • • • • • • • • Sic - CONSTRUCTION ENTRANCE • • • • • • • • • • ce INLET PROTECTION • • • • • • • • • •O LIMITS OF CLEARING . • . . . . . . . DRAINAGE DIVIDES . . . . . . . . . Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 706.08 705.80 28 15 1.00 CPP 2 706.62 706.28 34 15 1.00 CPP 3 707.56 706.82 75 15 1.00 CPP 4 708.01 707.76 25 15 1.00 CPP 5 708.45 708.21 23 15 1.00 CPP 6 710.19 708.65 155 15 1.00 CPP 7 707.03 706.28 117 15 1.50 CPP 8 709.47 708.23 82 15 1.50 CPP 9 710,94 709,67 85 15 1.50 CPP inline 1 711.66 711.27 40 1 12 1.00 CPP inline 2 712.00 711.66 34 1 12 1.00 CPP All CPP Culverts to be Grumpler Smooth Core or equivalent CONSTRUCTION OF l�: A SILT PENCE (WITH WIRE SUPPORT) I. SET POSTS AND EXCAVATE A 4•X4• 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. Ii; 0 :�, a 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 000 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC WIRE { ,Tr3xy^ from In&llation of Straw end Fabric Filter Harriers for Sediment Control, wed & Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type 1 706.28 706.08 713.33 DI-1 2 706.82 706.62 713.38 DI-1 3 707.76 707,56 713.07 DI-1 4 708.21 708.01 712.92 DI-1 5 708.65 708.45 713.20 DI-1 6 -- 710.19 714.09 DI-1 7 708.23 708.03 713.80 DI-1 8 709.67 709.47 714.60 DI-1 9 711.27 710.94 71490 DI-1 inline 1 711.66 1 711.66 715.60 inline drain inline 2 -- 1 712.00 715.60 inline drain w Q 0 0 ad 0 0 CD D CD 0 w N f� 00 (fl CD MCD CD C�l T � z w CL �- 0 cf) 0 0 w czn Of o m Z CD o I,I ¢ v a Of z w a- of w Q U 0 LLJ w C/) fn o v cV) 5 Z x Ln o Uj � � 0 N o CD ro INNIMMME BLOCK .A DROP INLET BLOCKSEDIMENT FIL TER WIRE SCREEN CONCRETE `+ !Y.•i � 1 1 is �� GRAVEL +"vow �•" �� �iK� i. ♦ +.� 'rimy-,.i� MII'��� •.,•►ii����.�� j•�*1i.�'i FILTER i�.. WIRE SCREEN FILTERED WATER OVERFLOW RUNOFF WATER LWITH ,'►'% SEDIMIENI n1t�r�i�►"i���r�rri=r � . IIIIII_.111111=IIIIII' DROP INLIETWITH GATE SEDIM SPECIFIC APPLICATION 1 THIS METHOD OF R= PROTECTION IS APPLICABLE WH HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. GRAVEL SHALL BE VDOT #3. #357 OR #5 COARSE AGGREGATE. PLkTK 3.05-1 SOURCE: VA. DSWC STONE/ / ENTRANCE 70' KIN. EXISTING PAVEMENT .. r.�•-• �r•a•r..r.r.r.r.nr•nr.r•r.r•r.rv�r•�r�r.�. 1"II"11. 11=11"II„t �r�ry���r•r.i�r±��r�r�nr�rrrnr-ir���r•�r•>.r•�r�(•� 11=11=II=II=11= -- • - • • • • CI 0711 MOUNTABLETER N •• eELEVATION EXISTINMG ' .r•� 10, Him ... (T ::r.•. 11.....: ... . MI `` EXISTING �.r•.[ •t•r•t n�'�$�Y•: .(�i:�(�'(.� PAVEMENT .fir! ARM 1 • ,,. #1 \t: •COU1 , DEVICE EXTENDTRAPPING MUST FULL WIDTH OF F >. . EGRESS . LAN VIEW OPERAMON .,.....� ..•.� tip..,,..., FILTER CLOTH SECTION . . C CRE DRAIN SPACE SECTIONREIWDRCED ' '�� -� « I' • 71 •:•. -• IId16• C 1.'d l9 ra :P:: SI • h' ,:I,L.aI 1:IIIP• I• � 1 V U!l v vS o ZC. Q O o - CS ca Q .-7 o V� Z a) E' N 0-N O a m Cfj y Q -E m-0 LE5'°'Cl) rn _1 tJ N •T c W L v vo- O p rl- LC) L0 r- U. Ui U .L o _ ) �1 = U +� O a) ^' a w bA PLATE. 3.07-3 GRAVEL CURB INUT SEDIMENT FILTER 011 RUNOFF WATER - �wl:�WIRE MESH �.,t FILTERED WATER ••s.s.� *►SA.r n;,`;�• �.'. tom: i�;,;1 Hlui==.:u, • _ •yam :,,,;,;; •...■��, =1� =1W! 'r � MII�IllI _illllllllill HEIIIIII SEDIMENT CONCRETE GUTTER �1111n1 I SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LIKELY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT g3, #357 OR B COARSE AGGREGATE. SOURCE: VA. DSWC v w O PLATE 3.07-8 Z 0 0 w 0 0 W �T A L 0 0 LL- O �N w w 0 � � U O � z W O �O 0064 g � r Z Y U w Z t�l C4 0 0 E: V- V NOT TO SCALE CATEGORY DETAIL A ZONING BUFFER WITH LANDSCAPE SCREENING 4& EASTERN RED CEDAR OR 48' MIN, HEIGHT AT PLANTING RED U4PL£ OR LITTLE LEAF UN9,911 (2. 0' C4UPER) 6' OPAQUE FENCE REOU/RED AS SHOWN ON PLAN DETAIL B ( IN FEET) I inch = 20 ft. LENGTH OF SCREEN 140 Fi TREES REOUIRED, J110 FT= 42 1/3 DECIDUOUS = 14 2/3 EVERGREEN = 2V PROVIDE.- 14 LEYLAND CYPRESS 14 EASTE'RN RED CEDER Z RED MAPLE 2.0' CALIPER 7 LITTLE LEAF LINDEN Zo' CALIPER CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 40' 10' 10' 10' 10' L&M0 SS_ EoR 3' 12', 2'I 3' 3' 2', 2', 3' 3' i 2', 2'I 3' 3' 2', 2', 3' 48' YIN. HEIGHT AT PLANTING NOT TO SCALE LENGTH OF SCREEN 1,37 FT TREES REOUIRED, 2110 FT= -Z PROVIDE.- Lj LEYLAND CYPRESS 1j EASTERN RED CEDER PLANTING SCHEDULE SEEDING REQUIREMENTS ALL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-368 OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBST1TUTlONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 6' HIGH AS SHOWN 14 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 13 HETZ HOLLY 3 GAL CONTAINER, 36' HEIGHT 3' O.C. 88 AGUMENT TREES W/ EVERGREEN SCREEN SEE DETAIL A + LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HEIGHT-20' tL LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' L LITHONIA KAD 40OW MH 2-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Arm.Mmintod flrnn nr Flat 1 anc Ctrtnff IYIII� I__ 2! w a Z Q U O O U O r— N 5 W Z ¢ U O ¢ a W c1f J = Q t� n- w C)-- O O m CD I-+ F— O }LLJ J W w t— O W �O U W U to < Z 0 of ©0©M©©E Area Lighting Intended Use %mu Fe:l_ctvt is up: cat-q_ ty aiurrm.unr light-difh.sing For parking areas, s-rew N-iting, walk- nat works in tandem with a prismatic lens. Ways and car lots. _lectric2 CO1f0UfV power factor170-160VHPS,E'UM &15UM1 Fpirures orhign pcwarfactor constant -'.•/a -age au - I ousing - Rugged, die-cast, soft-co-ner -otransformer(175.40OW `AH & HH). Sal- niuminum housing w, h 0.12' nomiral -wolf ant is cuppai womrl a' d lUU A iactu y thickness. _x rud9d 4'soft orrair arm for tested. pole or wall moun.:ig is standard. -finish- Uark t onz3;UUB) ccrrosion•res E- Cour France - KAD c'a-cast duet frame :aft polyester pcwcer fi ,fish (013), with has impact-resista .,tempered glass lens D:her ar.^hitecr-ray color availat e which s fullygnsketec aith one-plve Socket- ^orca afn, horizcr:ally (posilivIl hulldedlubul• 1 ;:nnr..K"IC din-rastalu- arientedmo7ul-base socket(100M & 150M i minum door frame has prismatic, mpact- re rim dlur base;" with ceppur alloy, ai: k- t I resin -ant, tempered glass,,dropdish acryl- a' plated sC'ety shell and carter contact r t is ions cr drop dish pniycarbnrato Inns. UL listed 150OW-600V 4KV p: ss rated. i CDortr:-lols`uilygaskti:edw J1 one-piaca Listirgs - UL Listed ltaandard). CSQ Cent- I tuttular silicone. find orNOM Certif'ad iseeDpticnsi. ULlist- < ' Co6cs- KA0 -of Ia c :ors are anodized hy- od for wet lesations. P65 cerified. drofor-ned and segmemed aluminu-... Feur ru:nif distrihin nns nvniitahlrr R2 (Rond f way!, H3!Asymrre7ic',M(t-orxard Ihrcwl x and RJTSymrnetric). Segmaited rOecto•s are rotat.6le and field-interchan able. Ordering Information- Exurnp►u: KAD 409M R3120 SPD09 nrienF.rI.-i - 11wrilivrion V011ArMov-, rig D�tiO'11/4LCE5�0'1^a Hi •t re's(ve4_ur} Kam(:--+tlro(urrne;lyis 120 luludyjIn,'tallod KAD 70S R2 Type II rcadwaV 20E' SPD01 " squ-n c010 a-mr 1W.) LPI temp incildee KAD 100S R3 Type III =gmmetrii 240, SPD00 T square rnie a-^ Sr Smr.ie ILse, IiOV.'P)N, :;4i`/ (nin 1 D) KAD 150S R4 17pe IV -orynui r,7 RPD04 4' ro:nd Poe arm' DF Couble tusk. 203V, 240, 4:OV (Va TBI KAD 250s thmni,, nheri ndntf 347 RPD09 9' Ia,Iltd pu'e ant PER NEMA ;vJist-lock raceatacle cnN :ro KAD 400E RSS Tlpe V square 480' WWD04 C yrocd po!c or will` p6utoca011I , Ide:'1LcGZ $ugr�Jnled_Funeci.;trs TRs WWne9 9'v1tird no a or wrn ORS Cwrrz vivriko 55:em (ZWA; na>._ KAU 100M 91112 Type It at mmcrric WOU04 4' sal krackct '20V lamp mi nclady.] a KAD 1SOM SR3 Type III asymrletri: WBD09 9' sal Ll:iukil PD Pmerr trn-'A KAD 175M SR4SC T/po IV `orward „hjj*-L mj010j_e Y WT0 errrinal bc_k1 KAO ZOOM' th.ow, shah culoff KMA Mari arm adapter EC Emsrtency a rcuit KAD 23OM MIB Twin rnuunGnti Lar SCWA Sup-r TA"A pi.sc star: ballast (nra yiCt KAD WM- DA012P Degree 6'm (Coif any HFS,10 M ca 175W KAD 35OM' DAD72W6 Deq'ee arm ivxII) GSA CSA C.nifcd KAn 4110M NOYI NJV Crttiier (rrnsidt tartvy) rtrO Z'C dICY1K1a'1'?I ",.9. St=L_°�'nratc - Pr1 N.'MA m vi: -Ivk Pr (12a�•x'ty) PE9 NEMA ivnst-luck PE ,YM PEq NEMA twist -lock PE i41M PE) WMA twisr-irrk PE 27,711) SC Shotng cap'cr Pill optbn HS I -mu -side shut, (R"a, tic R41 ?SF2, SR3: r.ADVG Vandal p.;ard KADWG Warg tail 1 rJIM I,p.eJn•rt.R ,M1 S"."A"a ? CcrwW:rectory lw a.�a8sbi :[y �nCarark. s looti0rli?mA--�aka�ttr.;720`J,:u3V.?, T_41" halo t S1'I:0'J,FG•JVr trL\/JL[vmx'bouco: wean wrm'w lac aru orian:aU or a4729, D.V39 sr DrN aJrpin j;.a.lan. 6 0 Fs;Ora-Iaaa,nta9(twpfa cor'W.ntaaGrv. tJLt,•keo �el:daaa�acce sort. & Irckrl}as rr(wrr, F,J of mlf'Si'n} „fR \'� nxn it 1n�I1t3 :Cl:1l inlE!CI31 Ilntl33 w:V FPAa 1 ::.�1 V n?I h11Y. WfiQT. Wts(19.I k:) 1 11 rALt?'N1TNY,-0 L/lJ1/P/IVLr' wwkvAithania.enm katrcrrc: }:J�D-XAi: SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF CURB ( 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 l'-6" O.C. #4 STEEL REINFORCE BARS PLAN Dtrrd�-:r i ,?,'�S& 431 #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES ® 1'-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE _IGHT POLE BASE KITH COVER PLATE UONSHRINK LOAD SEARING GROUT 4NCHOR BOLTS FURNISHED HITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT ;IRCLE PER MANUFACTURER'S RECOMMENDATION. l'-8" 0 CONCRETE BASE P.V.C. CONDUIT AT 2'-6" BELOW GRADE TO PANEL. DOTE: ILL UNDERGROUND WIRING TO BE IN NON-METALLIC CONDUIT 1'-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL MAN-11m, J z 0 �g 0 = �o �z w o N 0 �•V �� .Fa L (n o cc Q •O �; r o a � N O a CCU v! >' �_ U, C U Ch C —VV J U N O 4— t` to C Oul c '> � C W '0Lti _� m fY o- � C F— LL. • r..j U •L • L N � L _ to C 6 O a> y � tT a W . " "r 7 L-a w J F— H lf) M1 Q +N O C)O N . O 2 CL w w w V LLJ V) in a Z J Z o U —7 O Z Z Y Z � 0 w 3 0 _ to �9N M o 0 LL_v- 725 720 715 I J Uj I j U � P CL o I PR j FF P: 'H01 LEV=715.82 EL__ I o q I i ILA _ I GRADE I I� 0+00 0+50 1+00 1+50 2+00 2+50 SECTION A- A )t 1 six STREET APPROACH SAME 1 A-i SURFACING As MARLINE (RADIUS TO BE AS i C RtMDWAY SHOWN ON PLANS) C (RADIUS TO BE AS / RADIAL ONIBINATH SHOWN ON PLANS) CURB AND GUTTER tST'D�C-6) SIDEWALK 6` i to FLOW LINE 6" EXPANSION JOINT 1 NOTE= WIDTH B" 2'-0" OR AS w MAINLINE ROADWAY SHOWN ON TYPICAL SECTloi. A-Iii] PLAN ViEW 730 725 1 ) 720 715 Gravity Wall 28" Gravity Block Trawing Not to Scale Free Draining Sackful----- \ Placed to 1 H Depth Ground Levei Behind Wall Pert. Drain P with Seek Ground Level -� Fall Height I� Lz _j LIj Z I -� w c� 4 ry Z PROP. HOTEL (Un d -EV FF 71.5. 1 7,f.� 2 W I °- I EX. GRADE 1 AMP -� I P DP. GRA E I - 0+00 0+50 1 +00 1 +50 2+00 2+50 3+00 SECTION B-B GRAPHIC SCALE 50' 25' 0' 50, 100' 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. VERT. a CLASS A3 CONCRETE JOINT SECTION C-C ® CONSTRUCT GRADE CHANGES WITH A PARABOLIC CURVE. WHEN THEENTRANCE �ANTICIPA ® THE RE ME SHEACCOMMODAAVY 10'PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK 6 CURB RAMPS 4WITHIN THE LIMITS OF THE RADISHOULD BE EDGE OF SHOULDER OR 8 z MAX. .. - INCREASED TO 7". D OPTIONAL FLOW LINE �'E CHANGE-^ ^" `- -111115 ENTRANCESBUILT MAINLY ROADWAY " '-' -'� �- --- -- r -- -- .- INCO JUNCTION WITH VDOT PRO D NOTE THE FOLLOWING, SIOPZEMCAX.HANGE�""� 40' MN. FOR STREET - Q XX MARLINE PAVEMENT SHA L 8E CONSTRUCTED 5'MIN TO THE RAW LIE (EXCEPT ANY SUBCRADE O DESKJLIR CPMMER PAVEMENT WHICH CAN BE OMITTEOR D N R THE ENTRANCE.) SECTION A - A WALaAae DR cDMreNAT)on uxRe GUIDELINES FOR GRADE CHANGE D oro THE R/W LI E EXCEPT CONSTRUCTED REPLACEMENT PURPOSES, WHEN USED N CONJUNCTION WITH STANDARD ENTRANCE VOLUME DESIRABLE MAXIMIAI CG-3 Oft CC-1 THE CURS FACE ON THIS STANDARD IS Tr0 BE ADJUSTED TO MATCH THE MOUNTABLE CURS COW4URATION. FiGF( (MORE THAN Y500 VPO) 0 r 3 !I ME" (500-1W VPD) S 3 x 6 X SEE STANDARD CG'T2 FOR CURB RAMP DESIGN TO BE VSEO WITH THIS STANDARD. LOW (LESS 7HAIN 300 YPD) set ex X PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS KEOURED TO PROVIDE POSITIVE DRAINAGE ACROSS THE ENTRANCE. PORT*N OF 0t,UTTERMTO PRECLUDE POHONO'OF WATER. SPECFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV. 7/01 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 CC-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR INSERTABLE SHEET A 153 a-zA,2e,2c WKK.SSEE PROPOSED GALV. L2tl:"X2Yt"X'1+" �E EXPANSION JOINT BACK OF SIDEWALK EXPANSION JOINT ��6„ 8'-8" L GALV.MC6X12 ��� �A BARS A•I a r-C BARS A-1 51 C-C w W" C-C m BARS B ` h ` •• Qto"C-C .• JOIN TYPICAL g BARS C FACE OF � ! 8" C-C 12" x" N FLO ARS CONTROL O to" cc s7x� E 2'-0" 2'•2" S i,►c 3 0" COLLAR 6 MWN. 3'-6" SECTION 8-B I 7" to•MAX. � PLAN VIEW 10' MAX. t„ r_4"„ '• z•-o" H A BARS A•1 L 2r/2"X2Yi`XYe" L-VARNBLE•MAX.20' I GALV.SLOPE OF 0k� 'o F 8.• io APPIR SURFACE GAI Y. MC6%12 GALVANIZED MC 6 X t2 r� d BARS E• } W SECTION D-D •. ; - -- s SURFACE a 6" C-C wELp r 9" B i I - 3" DIAWTER B f 2" BARS g-1 BGEALVVRE WEEP HOLES BARS E e 6" C- GALv. WELD ALL SEE NOTE 8 MC6X12 n1t- X 4. S7lD SHEAR SECTION C-C CONNECTOR .aDECREASE TO r FRONT ELEVATION To COLLAR. WHEN MET Is USED SECTION E-E 01•2A 01.20 WITH MEDIANS. WARPED CUTTER L 1 BARS A -I APPROACH GUTTER 7^ r I r El- -'! F( Ow iA E 5 Xt//s»L 21fz"X�r( X1/4AL 4N =,BARSA-1SEE NOTE 8 BENT P1 ATES of ti ' BARS A ' APPRO a = BARS C C SURFACES'_ FOR USE ON GRADES S )y �� Q I • t X4" STUD 01-2C f L V BARS j I -C j" j o02 AN TYPE"A st�ACE TYPE B NOSE DETAILS FLOW I I FLO'M 8" SEE NOTE 5 TYPE A NOSE OCTAL SMALL BE USED WITH CG-7 STANDARD TYPE 8 NOSE DETAIL SHALL BE USED WITH 00-6 STANDARD GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE IN SAGS SECTION A -A OF 68'30'NO IS TO DE ANCHORED MYTH''"X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE SID.ST-1. SHEAR CONNECTORS WELDED TO BENT PLAW AT 2-C-C. SHEET 10F z STANDARD CURB DROP INLET SPECIFICATION REFERENCE Y 7A05 12" - 24" PIPE MAXIMUM DEPTH (H) e 9' 233 IO4,03 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 Ot 1 I/7 SECTION CAST (IONSECTION STEEL NOTES 2' 7" L 2/Z x 21/2" x 1/I' 1. DEPTH OF MET (H) TO BE SHOWN ON PLANS. Lu be ! IO 9 cost lath cpllar I r-3/i' /� 10'-4" 1on9 FOR DEPTH GREATER THAN 10' USE STANDARD 0+ 1A r B 2. THE "IT" DIMENSION SHOWN ON THE STANDARDS A _ A AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL j # CAST RON GALV. STEEL One welded' PIPE TO THE TOP OF THE STRUCTURE. APPROkIMATE OHI Y iv i Jf 68 # I j°rtt FOR ESTIMATING PURPOSES IUD THE ACTUAL OIAENSIDiNS SHALL BE DETtltlipiEO BY ttTE :r i♦ Optional =`+ 3 be. 43.6 tbs, CONTRACTOR FROM FIELD CONDITIONS. 01'ace Rb! ineklding incklding Weld aft 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS -- Tugs onnectors connectors TO BE SHAPED N ACCORDANCE WITH STANDARD to collar IS-1. THE COST OF FU RNISHHNG AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. 4' 4" 4• IN THE EVENT THE INVERT OF THE OUTFALL THE 807TOM THE 1/2" '-7" 4+/i' Lug! -j Stud Shear PIPE IS HIGHER THAN OF connectors STRUCTURE THE INVERT OF THE STRUCTURE SHALL BE St1TAP£0 WITH CEMENT MORTAR TO 4•_ " ii PREVENT STANDING OR PONDINGG OF WATER N THE STRUCTURE, THE COST Of ftFNdSHiNG PLAN i t AND ACING IS BEE IN THE a0 (Grata Removed) �\ �I MEET�SHAPNG TO INCLUDED PRICE FOR THE STRUCTURE. 21 SECTION B-B 5. STEPS ARE TO 8E PROVIDED WHEN H iS {.=di.l OR GREATER. FOR DETAILS SEE 57AtIOAfM ST ST-t. DHMENS&S FOR COLLAR DETAIL S. 714S ITEM MAY BE PRECAST OR CAST-0,PLA+CE. CAST RON ONLY T. It 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12' C-C TO BE PLACED N ALL AREAS ADJACENT 4'-2„ D TO ABUTTING CONCRETE TO PREVENT H�¢woya Cloth 2'-6`• SETTLEMENT. tN LIEUOF DOWELS A 2"X4- NOTCH MAY BE PROVIDED. SEE STANDARD 3" Oometer v- T-DI.3. 4 FOR ALTERNATE DESIGN. weep hoi+H '"• �� �`J 'E See Note 8 N 8. 3" DIAMETER WEEP }qL£ WITH O 1GALV PLASTIC ED HARDWARE CLOT 1/i' MESH DR TER 00 " DIAMETER 0.03" v ° n ^� 4" depth Aggr, flflflfl[lflflflflflflOflfl STEEL WIRE, MNNUJ WIRE NUMBER 4 MESH HARDWARE CLOTH ANiHCkD b Collar I R7 or 68, 8 C C FFMLY TO THE OUTSIDE OF THE STRUCTURE. 12" i8 s 6" width HBOflflflflflfl 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 TO NN M 0, t2"-t5"•78" or 24"flflflflflflflflflflflflflfl jUj N 4000 (3000 PI. PRECAST CONCRETE 15 BEiNiN ") • 10. ANY ALTERNATE METHODS OF ANCHORAGE p p° ° �IIIl j ` jjjl(I MEETING THE APPROVAL OF THE ENGINEER ° ° p �.iE_ UlUlluj {UI fl(j�flfl({(jflflfl IujU fl MAY 8E SUBSTITUTED FOR THE CASTAS1 PON p : LUGS AS SHOWN HEREON. � p {� ;" SECTION A -A �-"{~' .:I1 CONCRETE QUANTITIES FOR MIN. DEPTHA4-_ -.41/2' 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Y¢a. Concrete IS" concrete pipe - 1.620 Cu. Yes. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DE TAIL Add 0,469 Cu. Yds. Per odditionol toot of depth. APPROXIMATE WEIGHT Cost Iron Crete 363 t 18 bar STANDARD DROP INLET 12" - 24" PiPE. MAXIMUM DEPTH (H) = 10' 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.01 Shope to elevation of 77Tj'J/] ,,,-Shop* of lorgetl pipe. 4 A Slope to drain to invert of outlel pipe. SECTION A -A _-THOD OF TREATMENT IN DROP INLETS NOTES \ \ Shapira of manhole and milt inverts in accordance with this drawing -'o $rope to droin to invert A: is to DY to !nose structures specified on pions or wherA of outtel pipe_ �j / \` 1 -. invert 01 DRDe if above invert of e .�O IrbMoie Of drop inlet Is to t» wormed and constructed in accordance with applicable Hondord a special crows T1u invert nv. f1fODor as detailed hereon is b consist of o Portlpnd Cement t.aunM rNtt Contarnesq ro w Chas A3 or Clop Cl,except that 25% of oaorse aggregate may be up 10 4" in diameter and COrmst of store, broken brick, broken concrete, or broken concrete bock. The surface shall be left smooth by meorn Of hand trOvelling. None of the cootie oggregote shall remain exposed Oslo" of invert shaping as shown hereon are for example purposes only. `s • ' • -. +' Each mcneote or drop inlet is to be show mdtriduolly to best'61 ms •� a ..i' ..r;. ..'i particular inlet and outlet configuration ono flow fines. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SHAPING MANHOLE a INLET INVERTS REFEKN m 302 VIRGINIA DEPARTMENT TRANSPORTATION 106.0g NOTESt 1. THIS ITEM MAY BE PRECAST OR CAST N PLACE, 2. CONCRETE TO BE CLASS A3 F CAST IN PLACE. 4000 PSI IF PRECAST. 3. COMBINATION CURB i CUTTER HAVING A RADIUS OF 300 FEES OR LESS (ALONG FACE OF CURB) WALL BE PAID FOR AS RADIAL COMBINATION CURB to CUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF TIME CURB AND GUTTER SQL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE CO RSEESSTAM TO THE DEPTH OF THE 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT 1S REQUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH N DEVELOPED URBAN i SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TED INTO EXISTING BARRIER CURB. THE TRANSITION 13 TO BE MADE WITHIN 1O' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7. WHEN 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" R _ 1r ' . • 7„ ° ° ° ' D • . • ---•'-• ---- - - - - - THE BOTTOM OF THE CURB AND - -D GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROt/IOEO A 7" 2'-Q" ►ION, OPPTN OF 7" IS MAINTMIEO COMBINATION 4" CURB & GUTTER VIRGINIA DEPARTMENT OF TRANSPORTATION W CATiON ERENCE 105 502 iNSFRTARI F SHEET A179 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST .N PLACE. 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET DR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB 6 GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER SHAI I. BE CONSTRJCTED PARALLEL TO THE SLOPE Of SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSFICATiON AND DESIGN SPEED AS SHOWN IN APPENDIX A 4 2„ R OF THE VDOT ROAD DESIGN MANUAL. D 6" Q Q Q p p 7„ s a _- f 2•-0" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED, W o ROINIA ,\ � Z � �pnp �r• 0 Z :F0 W >6 �Z 7 p 00._ N�WWQO Lfl O •- � r, ui Z 0 4 U N O N LLJ L • �--� - V � U Q V_ = z Cn (!� •tJ N N Z N O 0- .. N < W Z o 0 0 � N° >= c w U C> F a�0) ILO rn 'p i � ` <wwWce8J ) ¢ i Cr w Q 0 (0 O cL 0 0 d O W C � N � (0 (D o� LIJ z ton vwi �'v) 4+ C W C:) c) UF- 5; w < W LaiO>(n co C = L(7 Ln 5 Q ¢ •� LLJ w Of Of • (n CO to rh )r) N Z C w 0 bb a LLLJJ DI-1 1/7 SECTION CAST IRON I/r SECTION STEEL NOTES 2%2" X T/2" It 1/i' I. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. u�qq 10'•4'• I FOR DEPTH GREATER THAN 10- USE STANDARD cast with COIOr 1' 3'/t' / �9 a -IA B B 2. THE '•M' DIMENSION SHOWN ON THE STANDARDS r A --- A Optbnat - 81%= Ribs CAST GALV. IRON STEEL 66 _+ 3 be. 143.6 tha. inctu6nq includes; hugs cnnectors T E OUTFALL AND SPECIFIED ON Inc PLANS MULL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. welded PLAN "If DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL t DIMENSIONS SMALL BE DETERMINED BY THE CONTRACTOR fROM FIELD CONDITIONS. Web oil 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors TO BE SHAPED N ACCORDANCE WITH STANDARD to Collor IS-1. THE COST OF FURNISHING; AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. F T '-1" 9Yi' yi • x 1'//j' s 4., Lvge--I y7- x 4^ 4.. IN THE EVENT THE NVER Cr H PIPE IS HIGHER THAN THE BOTTOM OF THE Stud Shear connectorsSHALL STRUCTURE THE NYERT OF THE STRUCTURE BE �HLAPE0 WIT CEMENT MORTAR TO 4 - s 1 OR POCOINGST OF WATER PREVENT STANDINGSTRUCTURE. N THE STRt)CT11RE. THE COST OF FtJRNeSH1(G PL AN'`T �- 1 l 1 -j AND PLACING ALL MATERIALS INODENTAL t0 MET ISTOINCLUDED N THE 81D (Grote Removed) SCE FOR STRUCTURE. �4wd l' SECTION B-8 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'•0'_1 OR GREATER. FOR DETAILS SEE S ACARD S OIMENSKM FOR COLLAR DETAIL S. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7, Is 4 % 8" SMOOTH DOWELS AT APPROXIMATELY D 12" C-C TO BE PLACED N ALL AREAS ADJACENT To TOPREVENT , Hardware Cloth1'-6" SETTLEMENT. INONCRETE LEUU OF AN2"X4" NOTCH MAY BE PROVIDED. SEE STANDARD 2`7' 3" Diameter T_ 7-01.3.4 FOR ALTERNATE DESIGN. weep hole r see Note iT • e\N S. 3" DIAMETER WEEP HOLE WIT 12"X12" PLASTIC HARDWARE CLOTH '/4" MESH OR GALVANIZED ' p • ' w` all �flflflflflflflflflflflflfl STEEL WIRE, WHIMAIM WARE OIAAMETER 0.03" r�O SN b. Collar °: y 168 78 a9r C C FINk&YR4 MESH HARDWARE O 70 THE OUTSIDE OF THE STRUCTURE. Ei 11 12„ 18 x 6" width � DflOflflflflflflflQflOfl � 9 A. CAST N MACE CONCRETE IS TO BE CLASS A3 PRECAST IS TO BE t2"-t5"•7B" w 24" nfl�flflflflflflnnflflfl Rr CONCRETE M art ion p UNIONS 40000PSI. NN - h • ° 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENC p ° p io SUBSTITU?ED FOR THE CASTT PO RON a' IUIttJt1U{IIJIIUt MAY BE 11J( LUGS AS SHOWN HEREON. SECTION A -A �4••�,.. CONCRETE QUANTITIES FOR MIN. DEPTH 12" concrete pipe - 1.440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds. Concrete 18" concrete pipe - 1.620 Cu. Yds, Concrete 24" concrete pipe - TAP Cu. Yds. Concrete GRATE DETAIL Add 0,469 Cu. Yds. per odd(tionolfoot of depth. APPROXIMATE WEIGHT Cost ton Crete 363 i 18 bs STANDARD DROP INLET 12" - 24" PiPE: MAXIMUM DEPTH (H) = 1Or _1 _ 233 -1 VIRGINIA DEPARTMENT Of TRANSPORTATION 302 K14 dt SPECIFICATION REFERENCE COMBINATION 6" CURB & CUTTER 105 502 REV,9/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 TABLE OF QUANTITIES a-2A,28,2C REINFORCING STEEL L TYPE CONCRETE BARS A BARS A-1 BARS 8 BARS 8-1 BARS C 1 8ALS £ BARS F WEIGHT Cu, Yds. No. Lin. Ft. No. Lin. Ft. No. Lin, Ft,* No. Lin. Ft. 1fF No, Lin. FL ill No. Lin. Fl. XI No. Lin. Ft.* tbs. a-2A 2'-2" 131 4 3'•2" 5 S-2- 4 S 2•-0" 1' 6" 55 4• 1.95 4 3'•2•1 :5 5'-o" 4 31-6" 3 4•-3" to 4'-8" 5 21- " 3 2' 0** 1••6" 84 6' 2.23 4 3••2" 5 7'-O" 4 3-8" 7 4•-3" to 4'-6" 5 2'-0" 3 4'-0" 1'-6•' 119 8' 2.51 4 3-2- 5 4 3'-6" it 4'.3" to 4'-6" 5 2'-0" 3 6'- 1'•6•' i54 DI-28 2.79 4 3,7. 5 1r-0" 4 S•6•' 15 W- " to 4-4- 5 2'-0" 3 8'•tr'3 11.6. 18 12' 3.05 4 N-2* 5 t '-0' 4 3--6" 19 4'-3" to C-6" 5 2'-0" 3 10'.0.,3 r-6" 224 14, 3.34 4 3'- '• 5 1 15-0" 4 1 3'-6" 23 4••3" to 4'-6" 5 •-0" 3 12'-0•' 3 1-6" 259 16' 3.61 4 5 17'-0" 4 S.6" 27 4•-3" to 4'-6" 5 2'-0., 3 14'-0•' 3 1'-V 294 18' 3.89 4 N-2" 5 •' 4 3'-61, 31 4•-3- to 4•-6" 5 1 2'-0" 3 161-W, 3 1••6" 329 20' 4.17 4 3'-2" 5 2r-o" 4 3'-6" 35 4'-3" to 4'-6" s 1 T-0" 3 181-0•' 13 1'4" 364 6' 2-24 4 3' 2" S T 0" 4 3' 6.• 6 4• " to 4'-6" V-0" 6 2' r i'•6" 115 8• 2.55 4 3•- 5 9'-0" 4 3'-6.. 10 4'-3" to 4'-0" '• 6 3'-r 6 1-6- 150 10' .82 4 5 1r-0- 4 " 14 W"3" to 4'-6" 5 2'-0' 6 4'-' 1 6 185 DI-2C 1. 3.09 4 5 4 3'-6" 18 4'-3" to 4•-6" 5 2'-0" 6 r 6 220 14' 3.37 4 5 15'-O" 4 3'41' 22 4'-3" to 4•-6" 5 21-0" 6 6' 1"6 255 16. 3.65 4 5 IP-O" 4 3'-6" 26 4'-3- to 4'-6" 5 2'-0" 6 T-r' 1'•6" 290 18' 3.93 4 31.71 5 19' 0" 4 " '-0" 6 20' 4.20 4 Y-2" 5 2T-0" 4 3-6-34 4• 21" to 4•-6" 5 2•-0" 6 9'-1" 6 f-6" 360 NOTES_ 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS'. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 17. LENGTH OF ANGLE IRON AS SHOWN ON SHEET I DRAIN SUBBASE MATERIAL. WEEP Hpt,E" WITH OF 2 IS TO BE L+16" AT 4.10 LEIS./FT.. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS 12"X12'• PLASTIC HARDWARE CLOTH '/4MESH AND SPECIFIED ON THE, PLANS WILL DE OR GALVANIZED STEEL WIRE, MINIMUM WIRE FIB. ip DENOTES LENGTH OF ONE (1) BAR. MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. OWAETER 0.03•' NUMBER 4 MESH HARDWARE CLOTH AkNC 1IO 6 FDRWLY TO THE OUTSIDE t9. ALL REINFORCING BARS TO BE 4H5. PLAN •'H" DIMENSIONS ARE APPROXIMATE ONLY OF THE STRUCTURE. FOR ESTIMATING PURPOSES AND THE ACTUAL 20. GRATE TO BE INSTALLED SO SLOTS WILL O11RECT DIMENSIONS SHALL BE DETERMINED BY THE 9, ALL REINFORCING STEEL SHALL HAVE A WATER TOWARD THE INLET THROAT. CONTRACTOR FROM FIELD CONDITIONS. MINIMUM COVER OF 2". 21. MRrAa)rt HEIGHT=PIPE aA+2•-6•' WHEN PIPES ARE 3. WHEN SPECIFtEO ON THE PLANS THE INVERT IS 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF LOCATED UNDER EXTENDED SLOT OF INLET. TO E SHAPED IN ACCORDANCE WITH STANDARD ALL OPENINGS BY 2". IS-1. SHE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 11, CAST -IN PLACE CONCRETE IS TO BE CLASS A3 INCLUDED N THE DID PRICE FOR THE STRUCTURE. (3000 PSI). PRECAST CONCRETE IS TO BE 2'•6" 4DOo PSI. 4. IN THE EVENT THE INVERT OF THE OUTFACE PIPE IS HIGHER THAN THE BOTTOM OF THE 12. LENGTH OF SLOT (L) WILL, N EVERY CASE, BE STRUCTURE. THE STRUCTURE INVERTWITH SHOWN ON PLANS. F �J F SHALL 8E SI4APED W1TM CEMENT MORTAR TO SHAPED E � PREVENT STRONG OR POFDNG OF WATER 13. THUS STANDARD IS INTENDED FOR USE N CURB r1i N THE STRUCTURE. THE COST OF FURNISHING AND CUTTER SITUATIONS ONLY. AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED IN THE SO 14. STANDARD INLETS MAY BE CONSTRUCTED WITH PRICE FOR THE STRUCTURE. CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING O-MO. 1" 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. IS. THIS AREA MAY BE EARTHEN• N WHICH CASE / THE EXPANSION JOINTS WILL APPLY ONLY TO 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CURB AND CUTTER. 45' GRATE 7. 04 X 81• SMOOTH DOWELS AT APPROXIMATELY M. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 150 ± 7 s>s, cost iron iv 12" C-C TO BE PLACED N ALL AREAS ADJACENT (H) OF 5•-2" WITHOUT PIPES. THE AMOUNT TO ABUTTING CONCRETE TO PREVENT DISPLACED BY PIPES MUST BE DEDUCTED TO SETTLEMENT. OBTAIN TRU QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. SECTION F-F STANDARD CURB DROP INLET •et2af2 REFERENCE REFERENCE 12"-24" PIPE: MAXIMUM DEPTH (H)m9' 233 302 VtRGINiA DEPARTMENT OF TRANSPORTATION 104.04 J I` etltlttttlltr Z Z 0 � v � U I� Lu U w a. L J C4 ,per _ & C � r W � w w LLI (n 0 (>7 to 6 0 z 0 F 0 0) ca.� U 0 z z Y Z w r4i = LUN CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 iF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED YitTH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINENG FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. WN 77 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/2" 12=1 MA .- XI 6. CURB / CURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND GUTTER. TYPE B 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEHrND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE D1( HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ; fp 1. UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL - C " 120 MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED +1tq AND USED BY PEDESTRIANS. 5 3 * * -- - 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2'MIN AT �(, 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS AT , SAVE AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RAD4CANNOT TYPE C ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRUCK AFFCfREFER TO FOR ANDCARD RETE DEPTHOMMERCIAL. ENTRANCE (HEAVY PARALLEL & PERPENDICULAR 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION W17H A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WiDTH OF THE SHARED USE PATH 1r"O"00, 8" 24" TRUNCATED DOME 0 O O O O O O O O O O 0 0 0 0 0 0 0 0 + 0000000000, 0 0 0 0 0 0 0 0 0 om02„ 0 0 0 0 0 0 0 0 O 50X�1615�Dl DIAMETER 0 0 0 0 O O O O O T0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 (_ 0.9" - 1.4" VARIABLE r- BASE DIAMETER ��PAYPLIMITS� TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CC-12 DETECTABLE WARNING SURFACE SPA REV. 7/05 GENERAL NOTES 05 20__ VIRGiNIA DEPARTMENT OF TRANSPORTATION CC-12 PERMISSIBLE A CONSTRUCTION 1 JOINT Its DOWELS, 8" LONG a 12" C-C z N� :1 P�� t0:1 B - AX B TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS A TYPICAL DESIGN 81-01• 4'-0„ BACK OF CURB 12:1 MAX. 48:1 MAX. 20: 1 SECTION �A-A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1 OF 4, A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL X BE PROVIDED WITHIN THE MARK CROSS KD AREA. Y (n �0 =0 CROSS �K U C nK TYPICAL PLACEMENT OSSWAA TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WiTHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48' WIDE) REQUIRED AT TOP OF CURB RAMP.I.�PMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. KT T CC-12 DETECTABLE WARNING SURFACE 02 TYPE A (PERPENDICULAR) APPLICATION VRGINIA DEPARTMENT OF TRANSPORTATION 05 DOWELS, B" LONG A RWISSIBLE AT 12" C-C E� CONSTRIJCTK)N O'NT 5' MIN. J '. 12-1 MAX 2, l Y + 12=1 MAX fr RAMP ----TRUN 7 z 3 tnj B (SEE TABLE) CA f0 DOMES A SEE SHEET IOF 4 FOR DETAILS BACK OF CURB 1 4 = 20 : 1 48 !1 MAX - SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. GW tl If CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B - PARALLEL APPLICATION MINIMUM RAMP LENGTH AX• 5' MN BIND PERCENT N FEET --'3 1 •1 µ 4" CURB 6" CURB 1 4 6 A 4' SQUARE LANDING AREA 7 _ 5 7 OUTSIDE OF TRAVELWAY 2 - 5 8 SHALL BE PROVIDED FOR 3 6 9 ROSSWpLK PERPENOiCUL-AR CROSSWALK 4 B 12 WITHIN THE MARKED 5 10 15 CROSSWALK AREA 6 14 15 NOTE= THE REQUIRED LENGTH OF A PARALLEL RAMP LS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. A -•E-1 i PERMISSIBLE CONST. - 5' MiN. JOINT A -WIE-J TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2' 0" 5'-0" BACK OF CUR 12 = 1 48: 1 MAX. 20 = 1 48: 1 M!X" 2' MIN. SECTION A - A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 TO 8 7 14 7 13 15 $ 15 1S NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP iS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. � u Y 3 n G= 0! U­71 CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMINSIONS AND SLOPES ARE AS NOTED. . _J20 �tAX 12.1 MAX,- �r,� m . *X 2' AT W , 2" HIGHER THAN EDGE OF PAVEMENT AT * )K , SAME AS TOP OF CURB THiS COMBINED (PARALLEL G PERPENDICULAR( DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING DUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. SHEET 4 OF 4- - CC-12 DETECTABLE WARNING SURFACE SRUEFERENCEEW E REV.7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 02 203.07 VIRGiNIA DEPARTMENT OF TRANSPORTATION :its IN 7/05 203.05A Cc-12-1 OF 4 1 sr RUDZEYCE CC-12 DETECTABLE WARNING SURFACE 02 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 INSERTABLE SHEET A86 P8.1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP Of FILL TDP OF FILL pr 6RdUM0 LINE H GROUND LiE H riirr rrri GROUND LINE H TJer? rrrrr rirr rrr rrr D•12' I i r EARTH rrr r ROCK OR p•12" rr rr LWYELDNG �� r 0.12" r EARTH d d � d D/Z 4"0!2 ' D/2 BEDDING t b MATERIAL MN. 1/10 D� I X Il-D� X YA�NR,&V MN. V m 0 MATERIALJ/." or HR _J X D_0� k UN. MAX. 24' s"' FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL Pl E PROJECTION ABOVE GROUND LINE WWI. L5 r D _ I,y WN. 1_ 5 x 0 ^ 1 MN- 1.5 x D WIN. 1 ■ 15 X D _ 1 MIN. TDP Of r !'i TOP OF F4 L FILL 1 ' TOP OF F�li'L� .__._ • � rrrrrrrrrrir rrrrrrrrrrrrrr -rrrrrr.-r',',.%'rr rrirrrrrrr,+r r ✓rrrrrr .___ rrrrr �'f'� rr r rrrrrr = rrrrrr rrrrr rrrr rrrrrr � �� ���� �.f.�rr rrr rrr rrrrr - rrirrrrrrrr r�rrirrrrrr D-t2" !_ rr�' GROUND rrr r r rr rrrrrMUND d-t2"! D•T2" rrrrrrrrri rrrrrrrrrr rr d t NE - rD/2 d rrrrrr LVE.a+,�rrrrr d rrrrrrrrr _GROUND - D/27 `EARTH 49E� ROCK OR _ RAN. i/t4 D�x �D % tw. v10 O Mp Lam MR/ V q �- X D X EARTN i m" y2' PER MATERIAL MAYBE NORMAL EARTH FOUNDATION tea', ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL BCDOW MATERIAL IN ACCORDANCE WITH NOTES: 302 Of THE E CTION ROAD AID SPECIFICATIONS. FOR PLASTIC MW_ THE LIMITS OF THE a.ASS 113AIOMLL MATMAL SHALL BE CLASS OF THE PIPE. 302 ATETRRIALR ININAD NCE EXTENDED TO SECTION BR r�12' �AgDOpY�E pTHHE IPE BTEOpPp ino SfiORM $ENIETrF5 OENERAL NOf[S bFI SHUT 11007 000. OR DIP[ CULVERTS HA LL CCORIMe M :OULATH OFTT� ROAD RODE SP'ECIFICATUD". ® EM$AINKiENT SHEET i CIF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS _fl CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "Alt 302 REy 7/OS 303 VIi(11NA DEPARTMENT OF TRANSPORTATION tp7 .01 P8-1 INSERTA,BI.F SlH- RFT Atst GENERAL 1, METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FNISHEO CRADE. w 3, b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FiRM BEARING SOIL. CIRCULAR PIPE 1. D OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X WIDTH OF CLASS I SACKFR•L MATERIAL BEYOND THE EXTREMily Or THE PIPE, X 12" WHERE d iS LESS THAN 36". X • 18" WHERE d is 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELMNATEO FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE tEXCEPT PLASTIC PIPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30' AND LESS N DIAMETER WITH HEIGHT OF COVER 15'01R LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S1 - OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 - WSIDE SPAN DI,ENSION OF PPE. 3. R • OUTSDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS [BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE, X 12" WHEN S2 iS SS THAN 36". X 18" WHERE Sz IS AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. SEDOING MATERIAL MAY BE ELNMATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. 6, REGULAR BACKFLL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALLK:FOUN A ION T 15ES FOE4�T'NE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND PIPE ARCH 1, S SPAN DNIENSION OF PIPE. 2. R RiSE OWNSION OF PPE. 3. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4, X WIDTH OF CLASS 18ACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. a • 12" WHERE S2 IS LESS THAN 36". X • 18" WHERE S2 IS 36" AND GREATER 5 WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELUNATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15' OR LEM 6' REGULAR BACKFILL MATERIAL MAY BE USEO N LIEU OF CLASS N BACKFiLL MATERIAL FOR ALL FOUNDATION) TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS NEW,1/04 GENERAL NOTES 302 107,00 VRCMA DEPARTMENT OF TRANSPORTATION 103 2003 Edition Page 2B-1 CHAPTER 2B. REGULATORY SIGNS Section 2B.01 Application of Realatory Signs Standard: Regulatory signs shall be used to Inform road users of selected traffic laws or regulations and indicate the applicability of the legal requirements. Regulatory signs shall be Installed at or near where the regulations apply. The signs shall clearly indicate the requirements imposed by the regulations and shall be designed and installed to provide adequate visibility and legibility in order to obtain compliance. Regulatory signs shall be retroreflective or illuminated to show the same shape and similar color by both day and night, unless specifically stated otherwise in the text discussion of a particular sign or group of signs (see Section 2A.08). The requirements for sign illumination shall not be considered to be satisfied by street, highway, or strobe lighting. Section 2B.02 Design of Regulatory Signs Support: Most regulatory rysigns are rectangular, with the longer dimension vertical. The shapes and colors of regulatory signs are listed in Tables 2A-3 and 2A-4, respectively. Exceptions are specifically noted in the following Sections, The use of educational plaques to supplement symbol signs is described in Section 2A.13. Guidance: Changeable message signs displaying a regulatory message incorporating a prohibitory message that includes a red circle and slash on a static sign should display a red symbol that approximates the same red circle and slash as closely as possible. Section 2B.03 Size of Reg lauu Cory Sign Standard: The sizes for regulatory signs shall be as shown in Table 2R-1. Guidance: The Freeway and Expressway sizes should be used for higher -speed applications to provide larger signs for increased visibility and recognition. Option: The Minimum size may be used on low -speed roadways where the reduced legend size would be adequate for the regulation or where physical conditions preclude the use of the other sizes. The Oversized size may be used for those special applications where speed, volume, or other factors result in conditions where increased emphasis, improved recognition, or increased legibility would be desirable. Signs larger than those shown in Table 2B-I may be used (see Section 2A.12). Section 2B.04 STOP Sign (RED Standard: When a sign is used to indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 211-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall: not be used on STOP sign faces. If appropriate, a supplemental plaque (RI-3 or R14) shall he used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an intersection is three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At Intersections where all approaches are controlled by STOP signs (see Section 2B.07), a supplemental. plaque (111-3 or R14) shall be mounted below each STOP sign. Option: The ALL WAY (R1-4) supplemental plaque may be used instead of the 4-WAY (RI-3) supplemental plaque. Support: The design and application of Stop Beacons are described in Section 4K.05. M.3 I TURN LAN-- ARRCWS furs crrows erqlkired in acco-dtancr wiln Ira 'alu•rrg,uelea3 Clhn-w'sr: diracled 4y the Lnyineer, TURN LANE LUi 3Tf I Arrow located of bg9'nrling of Irdlwic;h 4wr June. 01' or IC wr= 3 crrews I Arrow IocattJ ut mtcpcnt of hAvv;lLh turn lone• �' 1 Arrow (ceded 50'bmk from ^tophnr or end cf loot! hnn 1 Arrow located sl begurn''rg of filwidth turn one. a0' or less 2 crrew5 I Arrow located 5D' buck from nfnnhn, nr eni of fare line. Stop solid yatow rrxr at the berg^ring Skip fine �.� of the rodkm. 30' Spacing i. Bnttar. C` orrcw ul be9i9nn9 of f0 wiMh turn Irmo. DETAIL FOR LOCATI:DN OIL EDGE ._INES ON CJJRB SLC LIONS OF ROADWAY (NO GUTT=R) t 4" Mo'king No edge line required wfwre curb and gj:ters P•esent unle3s incirated b'i ;he t En;kwer A' 4 Sect. 2B.0I io 2B.04 SKIPS Thra tones: use 10, sk ps / 30' upucinq. Tran5itlonL mere thon 100'1 jse mini skips TrunnI 'c s 100 cr less, do rot use Skip,. 2003 Edition Page 2B-1 CHAPTER 2B. REGULATORY SIGNS Section 2B.01 Application of Re IgTt atory Signs Standard: Regulatory signs shall be used to inform road users of selected traffic laws or regulations and indicate the applicability of the legal requirements. Regulatory signs shall be installed at or near where the regulations apply. The signs shall clearly indicate the requirements imposed by the regulations and shall be designed and installed to provide adequate visibility and legibility in order to obtain compliance. Regulatory signs shall be retroreflective or illuminated to show the same shape and similar color by both day and night, unless specifically stated otherwise in the text discussion of a particular sign or group of signs (see Section 2A.08). The requirements for sign illumination shall not be considered to be satisfied by street, highway, or strobe lighting. Section 2B4O2 %Wgn of Regulatory Si¢tts Support: Most regulatory signs are rectangular, with the longer dimension vertical. The shapes and colors of regulatory signs are listed in Tables 2A-3 and 2A-4, respectively. Exceptions are specifically noted in the following Sections. The use of educational plaques to supplement symbol signs is described in Section 2A.13. Guidance: Changeable message signs displaying a regulatory message incorporating a prohibitory message that includes a red circle and slash on a static sign should display a red symbol that approximates the same red circle and slash as closely as possible. Section 2B.03 Size of Regulatoa Signs Standard: The sizes for regulatory signs shall be as shown in Table 211-1. Guidance: The Freeway and Expressway sizes should be used for higher -speed applications to provide larger signs for increased visibility and recognition. Option: The Minimum size may be used on low -speed roadways where the reduced legend size would be adequate for the regulation or where physical conditions preclude the use of the other sizes. The Oversized size may be used for those special applications where speed, volume, or other factors result in conditions where increased emphasis, improved recognition, or increased legibility would he desirable. Signs larger than those shown in Table 2B- I may be used (see Section 2A.12). Section 28.04 STOP Sign (RI-1) Standard: When a sign is used to Indicate that traffic Is always required to stop, a STOP (111-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1-3 or R14) shall be used to display a secondary legend. Such plaques (see Figure 2B-1) shall have a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an intersection Is three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are controlled by STOP signs (see Section 2B.07), a supplemental plaque (RI-3 or R14) shall be mounted below each STOP sign. Option: The ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (R1-3) supplemental plaque. Support: The design and application of Stop Beacons are described in Section 4K.05. j -2' While s,- p rre 4. Spodnu Sard white -,o and of --inchss r. ,:rwrse rrfJ..ue• - - by We Englnac•. No edge line regtered where cttrb and outtere preset: unless naAcoted by the Errcjnue'. KO:P Slap sots, it tearer r!d cy .he =-anger, %,all he a r.vunum of 4'Ir onvnnce of the cross'wala. Ir t-e nhsence ol u marked noa^wnik, the step tor sralbc c r-i im:jm of 4' crd u rnuximpr of 30' -n odvon;;e of the neorea: edge of the hiterse.tfng roodwoy. itopbors shullbu 2 in width. Arrows shcloa in occordccce w;th :he-ederulMUTCD. Spacing between double sad yelluw F-.es nholbe 4 TYPICAL. P,'%VEIViFNT MARKING EO'R UN ':1_)IGNAL-IiC 1 IN i ERS-CTIONS UI:tGM1IA CE'ARTMIFY.f-UP 14A4SpOnTATIOh Sect, 2B.01 to 2B.04 110 r� r • r -i-� N a_ rn �_ z • U a1 5 o ME E>u a �Q U U Q) 2 n .-• N V� O C) W (U 0 1- Q N ((0 C _ Q� c7 Cr) wEn-V a J v> N a i` Of N w V) O Ojs Q- tto o � -J Z W C L- ) U) (0 (0 U¢ v Q) (T3 D Ci O O�'y� W�L0 .4-,1 � jc 5 U)•� I, 1 > r­q TA Uri 0:� U •� T _ cn rf') N Z = L O a) bJ 2003 Edition Page 3B-25 Option: The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red. Standard: If raised pavement markers are used to substitute for broken line markings, a group of three to rive markers equally spaced at a distance no greater than N/8 (see Section 311.11) shall be used. If N is other than 12 m (40 ft), the markers shall be equally spaced over the line segment length (at 1/2 points for 3 markers, at 113 points for 4 markers, and at 1/4 points for 5 markers), At least one retroreflective or internally illuminated marker per group shall be used or a retroreflective or internally illuminated marker shall be installed midway in each gap between successive groups of nonretroreflective markers. When raised pavement markers substitute for solid lane line markings, the markers shall be equally spaced at no greater than N/4, with retroreflective or internally illuminated units at a spacing no greater than N/2. Guidance: Raised pavement markers should not substitute for right edge line markings. Standard: When raised pavement markers substitute for dotted lines, they shall be spaced at no greater than N/4, with not leas than one raised pavement marker per dotted line. At least one raised marker every N shall be retroreflective or internally illuminated. Option: When substituting for wide lines, raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Section 311.15 Transverse Markings Standard: Transverse markings, which include shoulder markings, word and symbol markings, stop lines, yield lines, crosswalk lines, speed measurement markings, speed hump markings, parking space markings, and others, shall be white unless otherwise specified herein. Guidance: Because of the low approach angle at which pavement markings are viewed, transverse lines should be proportioned to provide visibility equal to that of longitudinal lines. Standard: Pavement marking letters, numerals, and symbols shall be installed in accordance with the Pavement Markings chapter of the "Standard Highway Signs" book (see Section 1A.11). Section 3B.16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to Indicate the point at which the stop is intended or required to be made. If used, yield lines (see Figure 3B-14) shall consist of a row of solid white isosceles triangles pointing toward approaching vehicles extending across approach lanes to indicate the point at which the yield is Intended or required to be made. Guidance: Stop lines should be 300 to 600 min (12 to 24 in) wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RI-1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 min (12 to 24 in) wide and a height equal to 1.5 times the base. Tile space between the triangles should be 75 to 300 mm (3 to 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (R 1-2) sign or a Yield Here to Pedestrians (RI-5or RI-5a) sign. Sat. 35.14 to 3B.I6 w J Z In 3:: O t Q 0 O Q tZ Q XLLI w w U) 0 to W Z r F- O (T v U 0 W tz f Z Z Zo W Ld 2 J C4 0 U LI_ , a C0 lV CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Yr inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care inthis work so as to avoid damageito any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companes 72 hours prior to construction. Call Miss U61i{y' 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the En ineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times duringg construction. Temporary, street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. CITY OF WINCHESTER 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. la. Contractor shall provide the Public Utilities Dept. 24 hour notice prior to tapping existing water mains. 1b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and provide assistance as necessary. lc. Should maintenance of water or sewer lines within existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. LOCAL UTIUTIIES City of Winchester Dept. of Public Utilities Rouss City Hall 15 North Cameron St. Winchester, Virginia 22601 (540) 667-1815 P.O.C. Kelly Henshaw, P.E. AlleghEny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham VIRGINIA DEPARTMENT OF TRANSPORTATION Adelphia Cable 1039 N. Frederick Pike V1. All work on this project shall conform to the current editions of and latest revisions to the Winchester, Virginia 22601 Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, (540) 667-0364 P.O.C. Brent Liles the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications Shenandoah Gas and Regulations, the most stringent shall govern P. 0. Box 2400 V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Winchester„ Virginia 22604 (540) 869-1111 P.O.C. Tim Hackman Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility V16. The installation of any entrances and mailboxes within any dedicated street right - companies. It is the sole responsibility of the developer to locate and identify utility facilities or of -way shall meet VDOT minimum design ;standards and is the responsibility of items that may be in conflict with the proposed construction activity. VDOT approval of these the developer. plans does not indemnify the developer from this responsibility. V17. Prior to VDOT acceptance of arty streets, all required street signage and/or V5. Design features relating to field construction, regulations, and control or safety of traffic may be pavement markings shall be installed by the developer or, at VDOT's discretion, subject to change as deemed necessary by VDOT. Any additional expense incurred as a result of by VDOT on an account receivable basis following the Manual On Uniform any field revision shall be the responsibility of the developer. Traffic Control Devices. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT V18. The developer shall provide the VDOT Residency Office with a list of all material land use permits for any work within VDOT right-of-way. sources prior to the start of construction. Copies of all invoices for materials V7. If required b the local VOOT Resider Office, a re -construction conference shall be arranged q Y Residency P g utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices and held by the engineer and/or developer with the attendance of the contractor, various County may be obscured. agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for V19• Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior density control strip in accordance with Section 304 of the VOOT Road to any required or requested inspection. and Bridge Specifications and 11TY-10. A certified compaction technician V9. The contractor shall be responsible for maintaining adequate access to the project from the shall perform these tests. Certified copies of test reports shall be adjacent public roadway via a construction entrance that is constructed and maintained in submitted to VOOT daily, unless specified otherwise. in addition to accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. checking stone depths, a VDOT representative shall be notified and given Furthermore, access to other properties affected by this project shall be maintained through the opportunity to be present during the construction and testing of the construction. The Developer shall have, within the limits of the project, an employee certified by density control strip. the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the basis for proper installation and operation. Deficiencies shall be promptly rectified. VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VfM-76. A certified V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at compaction technician shall perform these tests. Certified copies of test reports the end of construction. shall be submitted to VDOT daily, unless specified otherwise. A VDOT VI 1. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V21. 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 excavation to V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, determine the type and condition of the foundation. The contractor shall report voids, caves, etc.) encountered during the course of construction shall be findings of foundation exploration to the engineer and VDOT for approval prior immediately brought to the attention of the engineer and VDOT. Work shall cease to placing pipe. Foundation designs shall comply with VDOT Road and Bridge in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. Standard PO-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall V13. All fill areas, borrow material and undercut areas shall be inspected and approved be determined by the engineer and approved by VDOT. by a VDOT representative prior to placement and fill. Where CBR testing is V22. Approval of these plans shall expire three (3) years from the date of the approval required, a VDOT representative shall be present to insure the sample obtaines is letter. representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these belonging to a project to be accepted by VDOT and that testing shall be plans and/or as specified by VDOT. performed in accordance with all applicable VOOT standards and procedures. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum on these plans in accordance with VD0Vs installation criteria. Final approval of the density as determined by AASHTO T-99 Method A, within plus or minus 2% of guardrail layout to be given by VDOT after grading is mostly complete. optimum moisture for the full width of any dedicated street 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 Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise Patton En g in eers. AMi11OW-1109LI • 4A-4-1 Vicinity Map Scale 1'= 1000' Harris Rust s o c i a t e s Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX I COV iR SHEET 2 S4NITARY SEWER REPLACEMENT S/TE PLAN AND PROF/LE 3 AEIICSELLANEOUS DETAILS EROSION AND SEDIMENT CONTROL NOTES: 1. All work shall conform to the standards and specifications and other criteria adopted by the City of Winchester unless a variance has been granted in writing. 2. No work shall commence on site until a Land Disturbance Permit is issued by the City of Winchester. 3. The Land Disturbance Permit must be kept on site at all times and shown on request. 4. A copy of approved Erosion and Sediment Control Plan must be kept on site at all times and shown on request. 5. If the contractor fails to produce the Land Disturbance Permit and the approved Erosion and Sediment Control Plan, a Stop Work Order will be placed on job until such time that the Permit and the Plan are cured or the job site. 6. The City must be notified when the work commences and when the project is completed. 7. Other work (grading, excavating, constriction) on the project shall not commence until the or►propriate erosion and sediment controls are in Mace as specified on ythe pion. 8. Contactor is responsible. for any and all damages to any other conservation measures already in f,;ace as a resWIt of work covered by this permit 9. Contractor shall maintain the conservation measures in satisfactory operating condition until final, permanent stabilization is achieved. 10. Contractor shall submit a monthly monitor report to the City indicating the condition of the erosion and sediment controls and any corrective actions taken during the reporting period. The report shall run on the calendar month and must be recieved no later than the 5th day of the following month. Copies of the repot form may be obtained at the address below. 11. All denuded areas on site shall be stabilized within 7 days of final grading with permanent vegatation or a protective ground cover suitable: for the time of the year. 12. All denuded areas that may not be at final grade but will remain dormant for longer than 30 days must recieve temporary soil stabilization. 13. Permanent stablization must be applied to all denuded areas that are to be left dormant for more than one year. 14. The Land Disturbance Permit may be revoked, should the City determine that the project is not in compliance with the conditions of the approved plan. 15. All questions regarding Erosion and Sediment Contol must be directed to: City of Winchester, Virginia Department of Public Utilities, Engineering Division 15 North Cameron Street Winchester, Virginia 22601 (540)-667-1815 • 7, 19i 111 A " X01 BURLINGTION, LLC BIPIN PATEL 150 WINGATE DR. WINCHESTER, VA 22601 PH # 540-678-4283 OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Sheet Number 1 of 3 7 j L •tj ij���s���i.�os _• i Y � ' CO 1-2 / METER / ENCL 20a-1 fRE DEPT. ACCESS. P9pHA LT Ile OOT }AGWER COVER SHEET NOTES. .�, ` BARDlGH TS 715.82 4 0 1 TO i CONC. 8. P - Al All �, MIN 'IAA OR 10 E C D :PRESS CUR6� TO UP T 'VM T ELEV=S)W! EL 0�� 715.82 % EM RGE CO. INV=712.40 - -.--VE ICLE J 8" SAN.W. 12 tk1E` + ` LAT. C.O% 0 D ` -/ SEE ARCHITECTURAL PLAN FOR PROP. PATIO ' OP / AND SCREENING WALL DESIGN AND DETAILS i,=.J6, �, SEW LINE TO BE REMOVE67- — t' c RIM=716.47 1 71-231NV.=714.27 -- -- — IDIN�- �`' 5. 3 15. ACCESS G r♦ 1 B �� C SR71 o �� B o H - -9 R _ BA 0 s,ow-, 715. 8 715. ANE , 16. ` BC Y►._ + 411+I lit 5.70 i 716. Y EX. METAL - - 3-CONDQISER UNITSLID ❑ � Z �� PlN 64A-2-11 + r HARLE)l N. OA TES, SR. r+ SPLIT FOYER and MAROUETTA L. OA TESBRICK ELEC. TRANSFORMER r BRI DWELLING ME IE 716 --__ / DB 470 PG 267 ' (LOT 11 - COLLEGE PARK #104 ` BW RETAINING WALL ,' FFE=723.02 �1 ZONED: 82 ` USE.- RESIDENTIAL lulAITS ' OF (; ~ 10 X25 LAUNCHING 'AND ; ECEM_ NG PR. OPEN CUT 8 PIPE TO tNANHOLE ' ROPOSED 8" SANITARY It EA RAISED TO PROVIDE MIN. COVER FOR/ b�SEWER TO REPLACE EX 6 r ANITARY. PROVIDE STEPS AND HANDRAIV. r �- OP MANHOLE vI _ 7 CONC. �RIVEWAY ------------t-- ---- EX. --------- ------------------L-_ 243' 8" MIN. INSIDE DIA., SDR 17 HDPE 0 0.75% INV IN 4" AT BENCH=714.37 EX. 6" SAN. SEWER (PRI 's SAN. SEW. ESM'T 1-CONDENSER UNIT 1-POOL HEATER CONTRACTOR TO COORDINATE`1,NSPECT ON GENERATOR OF EX. SEW LINE WITH CITY INS'RECTO . REPAIR OR REPLACE AS NECESSA�Y 4" PVC SDR21 FORCE MAIN (PRIVATE) ` +\ EX. ASPHALT DRIVEWAYsp h J / s �� (L T 12 - COLLE��ARKJ RP USE !f`5/DENTIAL `� 6CK BOX W/ KEY FOR GATE. ` OORD SYSTEM W/ FIRE MARW' \ UNE �,��� EX CONC. PAQ \1 CONC. RAM ` W� ARBOR ! c E*' CONCRETE TO BE SL(I iNG`"ACe � T --- - KEY PROVI6ED IN I C BO =--- EX. CONC. DRI�EWAY r I� II INV. 17.20 � I I JJ + I r u o J EWER PUMP STATION (PRIVATE): PIN 64A-2-10 c� EE MECHANICAL PLAN FOR SEWER RA YMOND M. KACKLEY 10'X25' LAUNC ING AND UMP DESIGN AND SPECIFICATIONS. �`� (LOT 10 - COLLEGE PARKS I V IN=711.58. RECEIVING PIT, PEN CUT ZONED: B2 , I FIRE DEPT. ACCESS. USE.- RESIDENTIAL ' VIDE SIGNAGE PER , VER SHEET NOTES. ` ! _-- EX. CON . DRIVEWAY r PROPOSED SCREENING WALL �`� -> 5 F C E I N / j ^h - ). e � / (SEE ARCHITECTURAL PLANS fOR DETAILS) -- -` - - E-X.-\CONC. DUMPWR \� 1 PAD X r 720 71 712 708 C IN ALL BY j--INSTALLBY OPEN UTOP NO EX NATION OWED W IN N CUT PRIVATE'SEWER EMENT - - - - _ - _ _ -_� - `.. _ - =Ln ,, if � CV Z W N co Z a- 0 Zo F z-NEN MANHO CORE DRILL DaSTING INVERT f OR 8" PIPE. GF OUT WATERTIGHT. 2 8" ..........................' INSIDE D SDR F r 4 HD PE O 0.75 N 1n 00 O to N N •- O O p N (pal ON N O CN 06 0+00 0+40 0+80 1 +20 1 +60 SANITARY SEWER REPLACEMENT PROFILE 2+00 1716 1712 708 EXISTING MANHOLE TO REMNN- GWIffC SCALE' 20' 10' 0' 20' 40' 1 INCH = 20 FT HOR/Z. 1 INCH = 2 FT. VE'RT. III!!!! 1111110 million million U) vi C) U O N a) •� U (A Q N O cn U N N a cQ Q 0 c c> U U N O °� J a L r. Ln m � � O O W �_ � qT c r LO 0 F•- d L LL L Q J C vi O ` a� 4-0 Q ca �� aW w J Li W M W a. V)2o >- U Q � Z Z La QOfa. Lr<.J H w _j V) LLJ (n U Q � � 0 > Z J Q LLJ of z w�W I- �o cr �Y >_ w LLJ w z `t' 0 Z Q � Z _ `L o (U) F_ LLJ 0 n o Lj J ~O O Z � N � Q L0 Q Z U to LLJ J U) o a cn ¢ ti zCO Z7E Y in O M Z �� -j Q Lil U W O WCi �F_ _6 V) FIGURE 1 EXISTING PAVEMENT ....................... 611 .............................................. (BM) MIN...................f 21 A ORB MIN 10" y MIN. 1.5" OVERLAY ASPHALT CONCRETE SURFACE COURSE TYPE (SM). ASPHALT CONCRETE I3ASE COURSE TYPE (BM) TYPE I SIZE 21 A OR B AGG COMPACTED TO 100% MAX. DENSITY AT OPTIMUM MOISTURE CONTENT -4611 \-,� �-- 6" ----� SELECT MATERIAL BENCH TYPE I CBR 30 APPROVED SOIL OR SELECT MATERIAL BACKFILL TYPE I, CBR 30 COMPACTED TO 95% MAX. DENSITY AT OPTIMUM MOISTURE CONTENT PIPE BEDDING 4 SAND OR NO.57 STONE MIN. TRENCH WIDTH TO SUPPORT —� O.D. +24"(*) TRENCH BOX * FOR PIPE LESS THAN 12" THE TRENCH WIDTH MAY BE 36" MAXIMUM. SEE UB-1 (ROAD AND BRIDGE STANDARDS VOLUME II) CUT REPLACEMENT IN ROADS WITH ASPHALT CONCRETE BASE AND SURFACE CONSTRUCTION OF A SILT FENCE (WITH WIRE S UPPOR T 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. Iit111 �_ �IIIIIi= NII 4 FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL I. - EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC J CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES VDOT CUSS 21A BACKFILL. PUCE IN 8 NCH LIFTS, COMPACTED TO O.D. + 24' • WHERE THE TRENCH BOTTOM IS ROCK, IT SHALL BE U(CAVATED TO A MINIMUM OF 8" BELOW THE BOTTOM OF THE PIPE AND B4CKFX1ED WITH BEDDING MATERIAL FREE OF ROOFS, DEBRIS do STONES • WHERE SUBGRADE IS UNSTABLE, PIPE SHALL BE BEDDED ON A MINIMUM OF 8" BEDOM MATERIAL • BACKFILL TO BE PLACED IN 12" LIFTS AND COMPACTED TO 90% OF MAX*" DRY DENSITY REPLACE SURFACE IN KIND STANDARD STANDARD BEDDING DETAIL DATE: 4/07 DETAIL NO. WITHIN TRAFFIC AREAS (PVC OR DIP) WS — 2 SCALE: NONE STONE CONSTRUCTION ENTRANCE 70' MIN. A i i' FILTER CLOTH � 6" MIN. I A I SIDE ELEVATION -, 7 , COURSE AGGREGATE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS OPERATION REINFORCED CONCRETE B I IU SLUIMLNI I TRAPPING DEVICE PLAN VIEW SECTION A -A SECTION B-B EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. I DRAIN SPACE SOURCE: Adapted from Installation of Straw and Fabric Filter Barriers for Sediment Control, PLATE. 3.05-1 SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC Sherwood do Tyant Plate 3.02-1 Iloilo ,mission w U) Q LIJ I_ ~ v Q V V! (/,) 0 Es Z `-z Z w C Z w a �o W w > Q v }- 0 w W w Lij o Z Q � ZLLJ LE_ O V) d LLJ wwz OwF::D tw�� � Q _J (10 0 O (n Q L Z (n Z Y (/1 C7 Cj 0? Q w w ? LL- Q =O W Q' 2 V) CONSTRUCTION NOTES GENERAL 2. 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the. completed facility ready for use. Unless otherwise noted, sppecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Yr inia Department of Transportotion, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. IRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and staging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. CITY OF WINCHESTER Water and sewer lines are to be constructed in accordance with these plans and specifications and shall additionally meet ail requirements of the City of Winchester. The contractor shall coordinate with this agency and arrange for inspection as necessary. Exact locations for water and sewer services to be directed by the City of Winchester inspector in the field. Contractor to provide assistance as the inspector may require. 1 a. Contractor shall provide the Public Utilities Dept. 24 hour notice prior to tapping existing water mains, 1 b. Proposed water mains will require testing in accordance with Public Utility Specifications. The contractor shall schedule these tests and provide assistance as necessary. 1 c. Should maintenance of water or sewer lines within existing easements require disturbance of proposed improvements, the owner is responsible for repair of those items. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked with a treated 2 inch x 4 inch post extending at least 18 inches above the ground. The top 6 inches shall be painted green, and the cut depth to the line invert shall be shown. VIRGINIA DEPARTMENT OF TRANSPORTATION 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 Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., 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 may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by VOOT. Any additional expense incurred as a result of any field revision shall be the responsibility of the developer. V6. Prior to initiation of work, the contractor shall be responsible for acquiring all necessary VDOT land use permits for any work within VDOT right-of-way. V7. If required by the local VDOT Residency Office, a pre -construction conference shall be arranged and held by the engineer and/or developer with the attendance of the contractor, various County agencies, utility companies and VDOT prior to initiation of work. V8. The contractor shall notify the local VDOT Residency Office when work is to begin or cease for any undetermined length of time. VDOT requires and shall receive 48 hours advance notice prior to any required or requested inspection. V9. The contractor shall be responsible for maintaining adequate access to the project from the adjacent public roadway via a construction entrance that is constructed and maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project shall be maintained through construction. The Developer shall have, within the limits of the project, an employee certified by the Virginia Department of Conservation and Recreation (VDCR) in Erosion and Sediment Control who shall inspect erosion and siltation control devices and measures on a continuous basis for proper installation and operation. Deficiencies shall be promptly rectified. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a. minimum thirty-six (36) inches cover and where possible be installed under roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, caves, etc.) encountered during the course of construction shall be immediately brought to the attention of the engineer and VDOT. Work shall cease in that vicinity until an adequate design can be determined by the engineer and approved by VDOT. 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 testing is required, a VDOT representative shall be present to insure the sample obtaines is representative of the location. When soil samples are submitted to private laboratories for testing, the samples shall be clearly identified and labeled as belonging to a project to be accepted by VDOT and that testing shall be performed in accordance with all applicable VDOT standards and procedures. RU -kl-- 0 iKN A LOCAL UTILITIES City of Winchester Dept. of Public Utilities Rouss City Hall 15 North Cameron St. Winchester, Virginia 22601 (540) 667-1815 P.O.C. Dale Lehing, P.E. AlleghEny Power 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hillandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-0364 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman 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 maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. 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 discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VOOT Road and Bridge Specifications and VTM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined 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 during the construction and testing of the control strip. V21. 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 excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed ft I rmw IIE� Vicinity Map Scale 1 "= 1000' REVISED: SEPTEMBER 22, 2005 REVISED: DECEMBER 16, 2005 REVISED: NOVEMBER 17, 2006 REVISED: JANUARY 29, 2007 REVISED: AUGUST 17, 2007 Pa t t o n Engineers. H a r r i s Surveyors. PHA Rust & Associates,pc Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 I RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 51TE LIGHTING & LANDSCAPING PLAN 5 STORM & UTILITY DETAILS & PROFILES AND SITE SECTION PROFILE 6 MICS. DETAILS AND SITE SECTION PROFILES 7 MICS. DETAILS EROSION AND SEDIMENT CONTROL NOTES: 1. All work shall conform to the standards and specifications and other criteria adopted by the City of Winchester unless a variance has been granted in writing. 2. No work shall commence on site until a Land Disturbance Permit is issued by the City of Winchester. 3. The Land Disturbance Permit must be kept on site at all times and shown on request. 4. A copy of approved Erosion and Sediment Control Plan must be kept on site at all times an.' shown on request. 5. If the contractor fails to'produce the Land Disturbance Permit and the approved Erosion and Sediment Control Plan, a Stop Work Order will be placed on job until such time that the Permit and the Plan are secured on the job site. 6. The City must be notified when the work commences and when the project is completed. 7. Other work (grading, excavating, construction) on the project shall not commence until the appropriate erosion and sediment controls are in place as specified on the plan. 8. Contactor is responsible for any and all damages to any other conservation measures already in place as a result of work covered by this permit. 9. Contractor shall maintain the conservation measures in satisfactory operating condition until final, permanent stabilization is achieved. 10. Contractor shall submit a monthly monitor report to the City indicating the condition of the erosion and sediment controls and any corrective actions taken during the reporting period. The report shall run on the calendar month and must be recieved no later than the 5th day of the following month. Copies of the report form may be obtained at the address below. 11. All denuded areas on site shall be stabilized within 7 days of final grading with permanent vegatation or a protective ground cover suitable for the time of the year. 12. All denuded areas that may not be at final grade but will remain dormant for longer than 30 days must recieve temporary soil stabilization. 13. Permanent stabilization must be applied to all denuded areas that are to be left dormant for more than one year. 14. The Land Disturbance Permit may be revoked, should the City determine that the project is not in compliance with the conditions of the approved plan. 15. All questions regarding Erosion and Sediment Contol must be directed to: City of Winchester, Virginia Department of Public Utilities, Engineering Division 15 North Cameron Street Winchester, Virginia 22601 (540)-667-1815 BURLINGTION, LLC BIPIN PATEL 150 WINGATE DR. WINCHESTER, VA 22601 PH # 540-678-4283 �T H OF ory G) 1h zRonald A. Mislowsky, Jr. O CERTIFICATE NO. - v 020674 REGISTERED PROFESSIONAL ENGINEER -, FIRE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. Fire lanes are to be a minimum width of 18 feet. 3. Fire lanes shall be designated in either of the following ways: A. Double yellow, six (6) inch lines with approximately three (3) inches between lines shall be used to mark paved areas. B. Painting of curbing yellow. C. By painting of yellow hatch marks of six (6) inches in width with no more than ten(10) inches between hatches on the entire area being designated as a fire lane. 4. Signs shall be twelve (12) by eighteen (18) inches with a white background, with red two (2) inch block letters with the wording, "NO PARKING FIRE LANE Authority of Fire Chief". Any other color combination or wording needs to be approved by the Fire Chief. 5. Signs shall be posted on all comers of the fire lane, and then no further than fifty (50) feet apart along the remaining length of fire lane area. Signs shall be a minimum height of seven (7) feet to the bottom of the sign and a maximum height to the top of sign shall be nine (9) feet. Any other height needs to be approved by the Fire Chief. 6. Any existing markings which will be within the fire lane area after their establishment shall be removed so as not to create confusion. 7. The fire lane shall be maintained on a regular basis to insure these lanes can be easily recognized. Maintenance shall include repainting on lines or curbing, replacement of signs, etc., as deemed necessary by your maintenance personnel or the Fire Department. 8. After the establishment of the cited fire lanes, local law enforcement officers shall enforce these areas clear at all times. 9. Fire lanes elsewhere on site may be required as construction develops. OWNER'S CERTIFICATE I hereby certify that the property contained in this Site Plan is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number 1 of 7 r;G 76 t l t 000�t" o r f 'EX> , LE 5 PEDESTRIAN o> CROSSWALK GG / �O0 VV 0 fit\ V\F� S� - N -FH I yr �. ; C.x cn .... . DOUBLE 4" ��� 650� / ��• ,6 Ass'YI a - �,., YELLOW LINE `'t / G 5'R ! 0 m pP / TYPE: D 1 I "V rn o o R jD + U 0' EL V) rn • „ SD S ca 6 �$ x 1 _ v P / ' . � � FH � W REDUCER � � y � l r `�. �' e�OQ . ✓ o co it , �' -.� Tl , __- /% 4" WHAT SKIP LINE PER VOOT SPEC E ,p5 �Lx ta` \o 9AP` r r IRF i L / j. i 0 ti j 0o 4" WHITE SKIP LINE 5 PER VDOT SPEC - �' j ca t NEW INVERT-705.80 �. TYKE DI ;r- GROUT WATER TIGHT Yw, Ituv.-�J I_ co rn5 to _. LIU BERM E G VE op <� i �; t ,� 22.5' E ool (! i DI-1 2 "45• a,ra } r. EX WS TO SE O T REMOVED AND I «' is' 4" �' d 8 PVC R CAPPED AT MAIN 1 i I' I , �( IN SDP O.S09, IN t.= 4. 7 II I » 1-8 TEE 1-8„ GV i� 18"x6 REDUCER 1-6" GV �.; M&M EX CURB VJ1 1 °1 ' R CC j; EX, ENTRANCE TO n tiBE R E M 0 V E D i o „ „ I 12 x$ TAPPING 1-8nx6" TEE 1-FH c� ' ASS'Y SLEEVE AND VALVE GV ;.� THE CONTRACTOR -6 = TO SPOT DIG AND p - VERIFY THE SIZE OF "0,oa THE MAIN BEFORE ORDERING THE TAPPING SLEEVE AND VALVE E: D1-1 3 •R 90' EL 4 M&M EX CURB `� PRO ELECOUTLE DE GFI 4 HOTEL SIGN TO BE TYPE HA ANT MOUNTED ON EX SIGN DI-1 BASE„ �j" -' TYPE: q PROP y ` = TELEPHONE -- PROP ACCESS ES M T t a SERVICE s Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 706.08 705.80 28 15 1.00 CPP 2 706.62 706.28 34 15 1.00 CPP 3 707.56 706.82 75 15 1.00 CPP 4 708.01 707.76 25 15 1.00 CPP 5 708.45 708.21 23 15 1.00 CPP 6 710.19 708.65 155 15 1.00 CPP 7 707.03 706.28 117 15 1.50 CPP 8 709.47 708.23 82 15 1.50 CPP 9 710.94 709.67 85 15 1.50 CPP inline 1 711.66 711.27 40 12 1.00 CPP inline 2 712.00 711.66 34 12 1.00 CPP I All CPP Culverts to be Grumpler Smooth Core or equivalent - / ✓m _ -6p G� y ! ASS Y u'o TER TYPE o' SERVICE •}. �0't,, „xb" TEE �'f� -_� poop o 22,:0 LOCK BOX W/ KEY FOR GATE. - �" e' PVC DOF oRal - ! COORD SYSTEM W/ ARE MARSHALL ✓' 00 i r NN TYPE: - • - 6 FIRE' IN SLOP % ' sERVI r , J, G� GG RD _ 2' LINE FROM : 6 No pp' C 14 �� f 45' ELF, �=o SUBPUMP LEAK HEIGHT M o b. PED BE EX. CONCRETE RAMP TO . r _.:-.. ' � - .'C\ / _-• if ', ._REMOVED _. IwL+� .; _. -- -; - SLIDING ACCESS:GATE S �8'25 �..� ;.✓.%QP -� I I�I,,� II� � si KEY PROVIDED IN LOCI' BOXL ` r 597: I I „ DUMPSTER CG-9B r 3-CONDENSER UNI 1-2TS ' �1 fA�ER LINE lei✓c GO V Cq METER ENCLOSURE L . ES T �' X `� I 20 ARE DEPT. ACCESS. PROVIDE 0\� R; I SIGNAGE PER COVER SHEET NOTES. d -613 20 0 INUN ELEC. TRANSFORMER BOLLARD LIGHTS e' P c D J� y AIN 15 4� i i CO MIN LOPEE0.50% Q rn RETAINING WALL t}�, R'.. i ,. r / _ N p 8' PVC OF DRAIN ._... PA 0 TO E ?✓IAFr'C7I '.- > - MIN SLOPE 0.50% C STRUC D _ 00 I , �, - TO SUPPORT E U' JS �J --I DEPRESS CURB (PVM'T ELEV=S/W ELEV.) So P IR 0 P 0 S E D HOTEL Co. INV=712.4 VE ICI INUNE OLLARD LIGHTS 0 1127 DRAI 8 SAN. SEW. 00 AREA RAISED TO PROVIDE MIN. COVER FOR i B LAT. @ 2.0% -SANITARY. PROVIDE STEPS AND HANDRAIL. PARKING SPACES PROVIDED = 94 SPACES , r% \. /rr C HANDICAP SPACES PROVIDED = 4 SPACES SEE ARCHITECTURAL PLAN FOR PROP. PATIO 00 PROP MANHOLE t� ❑ AND SCREENING WALL DESIGN AND DETAILS RIM=717.00 El,WALL MOUNTED HANDICAP PARKING - INV OUT=713.70 STATE CODE SECTION 36-99.11. q . S LINE T REMOVED » -_ SEW TO R VE -:- . _ ❑ , 4-CONDENSER =_ �= --- _ INV 1N (4) _AT BENCH=714.37 i SIGNS INSTALLED PER VIRGINIA t , , P60E,:� -EA ®' � » UNITS I = ❑ ,, , � - I NV IN 4 AT BENCH 714.37 ` ELEC OUTLET (2 PAVER S/W ,-- '' :'z; :s _�+AxLE FOUND ACCESS ' , I -- - I I GTE SAN. SEW. ESM'T 7 i CG- R -> CG 6R ELEC OUTLET o,s>' 1-CONDENSER UNIT r o 1-POOL HEATER CONTRACTOR TO COORDINATE INSPECTION 18 SPACES o _ 2 pfl� OF EX. SEW LINE WITH CITY INSPECTOR. / H r O H - GENERATOR PAIR OR REPLACEAS NECESSARY 9.00 CG-9B2'R 4" PVC SDR21 FORCE MAIN (PRIVATE) 8.00, �� F-IRE III ANE SEWER PUMP STATION (PRIVATE): 1" WATEF LINE SEE MECHANICAL PLAN FOR SEWER by w 6V 6V 6- 6V 6V sV 6V sw 6Vrn PUMP DESIGN AND SPECIFICATIONS. 1-� 'TELEPHONE VICE WATER LINE ESM'T v I it D ASS'Y INV IN=711.58. (I ARE DEPT. ACCESS. -CABL�SER 20 I 1 ,rn PROVIDE SIGNAGE PER 9100` �' �___._ :.._w . - �1 ZR I COVER SHEET NOTES. 26 SPACE TYPE: I-1 ro I E t (, � 6 o Ern i_. V cs CG-6 _ I rTt S 26'57'23" W 300.00' f PROP 4' SE ER - - CONNECT TO EX- 4-- SEWER-fO�C _ __r_..-_ _ _ _ _ ___ MAIN AND RELOCATE PROPOSED SCREENING WALL FORCE MAIN i/lri' f'C/ Ni.1 X14i � �.Ci,���l/V� (SEE ARCHITECTURAL PLANS FOR DETAILS) Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type 1 706.28 706.08 713.33 DI-1 2 706.82 706.62 713.38 DI-1 3 707.76 707.56 713.07 DI-1 4 708.21 708.01 712.92 DI-1 5 708.65 708.45 713.20 DI-1 6 - 710.19 714.09 DI-1 7 708.23 708.03 713.80 D►-1 8 709.67 709.47 714.60 DI-1 9 711.27 710.94 714.90 DI-1 inline 1 711.66 1 711.66 715.60 inline drain inline 2 1 712.00 715.60 inline drain ( !N FEET ) 1 inch = 20 ft. BUILDING DESIGN: NOTE: ARCHITECT TO VERIFY FIRE RATING ALL EXISTING ONSITE STRUCTURES, CURB, REQUIRED FOR BUILDING WALLS CLOSER AND ASHPHALT TO BE REMOVED. THAN 10' TO PROPERTY LINE. ARCHITECT TO VERIFY BUILDING HEIGHT DOES NOT EXCEED THE 60 FT. MAXIMUM HEIGHT ALLOWED. u A ;4' /iv1✓t1 L r1 �4 1 r lz o,-ILL 13 t� U.S. ROUTE 50 r t EX. EDGE OF , PAVE10IT/CURB _ VW cc -a M&d 219 1 fT. BnMd Mff OF MRS U. S. ROUTE 50 CURB AND GUTTER PROJECT SUMMARY w ~ '-jCD TAX IDENTIFICATION NUMBER 64A-4-1EXISTING PARCEL AREA 1.416 ACREDEVELOPED PARCEL AREA 12 ACRES zZONING B2 pADDRESS 1055 MILLWOOD PIKE wCURRENT USE VACANTPROPOSED USE HOTEL ODISTURBED AREA 1.4 ACRES p d SETBACKS REQUIRED PROVIDED FRONT (RTE. 50) 50' S9.58; o 0 0 0 0 0 FRONT (TULANE DRIVE) 35' 70.76 � SIDE N/A 73.50' o o REAR N/A 50.00' 00 cD n o = PARKING 5' 5.00' CJ� BUILDING HEIGHT 60' (MAX.) 59'f cn F- z (D a o NO. OF ROOMS 94 w Z p '� N a v GROUND FLOOR AREA 9,356 SQ.FT. �, ¢ (n . NUMBER OF STORIES 6 M z F--f=1 CD FAR ALLOWED 1 � o o �Q _ FAR PROVIDED 0.21 = o= w v a N MINIMUM LANDSCAPED AREA 0.21 AC. (1-6 5%) ' o z Cn 0 0 LANDSCAPED AREA PROVIDED 0.32 AC. (22.7%) a= 3 m o O N '' c PARKING REQUIRED PROVIDED o� w J d N ca °� M REQUIRED SPACES (1/ROOM) 94 94 < Z o R Q _ 5 N STANDARD SPACES 90 90 o w o � 0 o o5 a w HANDICAP SPACES 4 4 0¢ a w w Uj a ` N to (0 c° TOTAL SPACES PROVIDED 0 94 � °- � _ '� •..+ w s 6 LOADING SPACES 2 2 o w o o N o c PARKING LANDSCAPING ¢ C.H a F- U. n III PAVEMENT AREA 32,575 S.F. 0 PAVEMENT TREES REQUIRED 16.3 ® 1/2000 SO. FT. s w C� •�, 0 PAVEMENT TREES PROVIDED 17 16. a) INTERIOR TREES REQUIRED 10 0 1/10 SPACES L INTERIOR TREES PROVIDED 10 = 0 TOTAL TREES REQUIRED 27 p �; TOTAL TREES PROVIDED 27 z 0 Q) PARKING LOT LANDSCAPING REQ'D. 1,629 SQ. FT. @ 5% PARKING LOT LANDSCAPING PROVIDED 1,700 SQ.FT.(+/-) ® 5% r-•+I NOTES: a Lw 1, ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MAX. SIGN HEIGHT= 35'. MAX. SIGN AREA= 100 S.F. 3. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 4. ALL REQUIRED EGRESS SHALL BE ACCESSIBLE ACCORDING TO BOCA AND A117.1-92, 5. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 6,NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. Z 7. ALL UTILITIES TO BE PLACED UNDERGROUND 8.IBC SECTION 1107.5.4 AND [CC/ANSI A117.1-98 COVERS THE ACCESSIBILITY REQUIREMENTS FOR USE GROUP R. MORE THAN 20 UNITS 2% SHALL BE TYPE A UNITS. 9. INN & SUITES SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 310, USE GROUP R-1 (RESIDENTIAL) OF THE INTERNATIONAL BUILDING CODE/ 2000. TYPE 1 CONSTRUCTION IS REQUIRED ON SIX STORIES UNDER TABLE 503 IBC. SPECIAL INSTRUCTIONS SHALL BE REQUIRED UNDER CHAPTER 17 IBC. (SOILS, CONCRETE, WELDS, BOLTS ETC.) t0.NO OUTDOOR STORAGE PROPOSED, 11. FIRELANE MARKING SHALL BE PROVIDED AT ALL FIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL. 12, SECTION 903.2.8 OF THE WSBC SHALL ADDRESS THE AUTOMATIC FIRE SUPPRESSION SYSTEMS FOR THIS TYPE BUILDING AND SECTION 601 OF THE IBC SHALL INDICATE THE FIRE WALL RATING OF WALLS LESS THAN 10' FROM PROPERTY LINES. NOTE: 704.8 FOR OPENING ALLOWANCE IN FIRE WALLS. 1.5" SM12.5A 13.ALL REQUIRED EGRESS FROM THE STRUCTURE SHALL BE HC ACCESSIBLE TO 2" BM25.0 MIN. EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 8" VDOT 21B 14.ALL OUTDOOR UGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT POLLUTION TO APPROACHING OR DEPARTING AIRCRAFT. WELL COMPACTED SUBGRADE 15. TWENTY-FOUR HOURS PRIOR TO ALL CRANE OPERATIONS, COORDINATION MUST BE MADE WITH DAVID FOLEY, WINCHESTER AIRPORT OPERATIONS SUPERVISOR, (540) 662-5786 IN ORDER TO ENSURE COORDINATION WITH THE DULLES APPROACH CENTER. DEPENDING ON THE HEIGHT OF THE CRANE DURING OPERATIONS THE OPERATOR MAY B P E REQUIRED TO FLAG IT WITH AN AVIATION EQ OBSTRUCTION FLAG OR TO TAKE OTHER SAFETY MEASURES IN ACCORDANCE �. WITH FEDERAL AVIATION ADMINISTRATION POLICIES. 16. DUE TO THE CLOSE PROXIMITY TO THE FLIGHT PATH OF THE AIRPORT, THE PAVEMENT SECTION OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED ABOUT AIRCRAFT NOISE AND FLY -OVER NUISANCE FROM AIRCRAFT THAT COULD Not to Scale POSSIBLY IMPACT THIER BUSINESS OWNER SHOULD CONSIDER INCLUDING NOISE ATTENUATION IN THE CONSTRUCTION OF THE BUILDING. V S TRIP GENERATION ? ITE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 618 S T.P.D. ITE CODE 312 BUSINESS HOTEL AT Z 85% OCCUPANCY.w Z FIRE LANES REQUIREMENTS: Fire Lane markings and signage is required at all fire hydrants, fire department V connections, curbing not delineated as parking, and all normal and emergency access points to the structure. The contractor shall coordinate with the Fire Y Marshall to ensure these requirements are satisfied. 4 (� 2' GRASS SHOULDER FROM BACK OF CURB TULANEDRIVE SAWCUT EDGE WIDENING PROVIDE TACKCOAT VARIES o EX/ST/ryG pq�E�ENT �� F, << EX. EDGE OF 1� ....::'.:: PAVEMENT �`ii�` _. � �� 1.5 SM-12.5A VDOT CG-6 3" BM-25 8" 21-B WELL COIVIOACTEO SUBGRADE EXTEND 21 B *CROSS SLOPE= 1/4"1 ' 1 fT BEYCVD BACK UNLESS OTHERWISE NOTED OF CURB TULANEDRIVE WIDENING LEGEND A PARKING SPACES (NUMBER) • • • • • • • • • • • • • • • PROPOSED CURB & GUTTER • . • • • • • • • . • • • • ' PROPOSED CURB & REVERSE GUTTER . • • • • • • ' • ' ' • TRANSITION BETWEEN REGULAR & REVERSE CURB • • • • . • • • PROPOSED PAVED AREA(8- 21B/2- BM-25.0/1.5- SM-12.5A) PROPOSED CONCRETE AREA ' • ' ' ' • • ' • ' ' ' • • • • -- PROPOSED GRASS AREA • ' • ' ' • • • • • • • • • ' PROPOSED EASEMENT AREA . . . . . . . . . . . . . . . . ZONING BOUNDARY ' ' ' ' ' ' • • ' ' ' ' • ' ' ' ' ' ' ZY UTILITY PEDESTALS . . . . . . . . . . . . . . . . . . . m EXISTING STORM DRAINAGE & STRUCTURE . • • . • • • • • • PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • . PROPOSED WATER MAIN • • • . • ' • • • • • • • • • • • --6W EXISTING WATER MAIN . . . . . . . . . . . . . . . . . PROPOSED FIRE HYDRANT` • • • • • • • • • • ' ' • ' ' ' t PROPOSED GATE VALVE & BOX• • • • • . . . ' . ' ' ' ' W►-- EXISTING SAN. SEWER AND MANHOLE . . . . . . . . . . . . ___-_.---_-- PROPOSED SAN. SEWER AND MANHOLE • ' ' ' ' ' ' • ' ' ' ' PROPOSED UNDERGROUND ELECTRIC SERVICE ' • • • • • • • • E PROPOSED UNDERGROUND TELEPHONE SERVICE • ' • ' ' ' • . • T PROPOSED GAS SERVICE • • • • • • • • • • • • • • • • G W Z � U w W O a_ LO P.- .� O CO + a O �N IZ Q 04 L N V) H z V) U U O o ZO z z w i _3N -._---------- - IN (718.34) 22 " � L1 5� p' 3�N INS• o �>\\���oo _ _ � / PIN & pYp�RES IPA - ��� '�F's NI 6 SCR � / SP p• / 3 �0 6 g INpU , ONED:IP� Y p0: USE 16 NIMLS� IN Y • _ �� per' B C �716.97VIM t ��EBC to GRATE (714.16) ;\Sco Im INV.=706.76 �\ _ �t� LT R5:0 I PIN 64A-2-13 ?VIN C. FLEET and ILDRED A. FLEET �1 JV4 ACRES - COLLEGE PARK) r ONED: RP E>; (?ES/DENT/AL 1 ! '0 I cc 1 GRATE, (713.95) � ' INv - 711.25 L� / 714. i3` D M' PIN 64A -2-12 OP ./ czl MARI//N C FLEET ond, �G D MILD A. FLEET 1� �� - �Q . O 7 15 54 y' 1 dC;10L 2 390 CRES K` T 1 COL J MEET MATCH EX, CURB„Uj - / _.._..._.__..___... _ PRCIVIDE SAW CUT EDGE - CL 50 ,• E 1 LU J / / EX rP , GRATE (711.99 f. r 0 INV.=705. :r ' I %__ s ' '-714.8( B( Lh C• I Mj±T & .MATCH EX, t , /CURB, PROVIDE - INV.=77004.85 SAW CUT EDGE .tea/ 14.80 v RIM=712.39 0 BC rr q INV.=:�04.77 U) (0 1516 BCQQ 91, "' _ ¢ •._ a �/ j BC Q) 715. 0 o 71 _I-P _ BIC ram- �U -- I� n cn J13. 0'. 0 ri / C t CO tj - 3. 3` r a B ' - - ' Z ,\ - = " C14 N N U SIG B I C 'I�SSGN TO BE pr i -�`�1Q[�V ON EX SIGN J v, I I - �� - I'r;Ci' iF�F I v T(?�''�_ l FS; r- �S CC { ICE MEET & MATCH EX, CURB, PROVIDE I ISAW CUT EDGE ZONED: 32 20 10 0 20 40 ( /N FEET 1 inch = 20 ft. ( - L AR ) , z�D: RP USE. IDENT/AL i OCK BOX b7/ KEY FOR GATE. CORD SYSTEM VJ/ FIRE MARSHALS ;PIE F;`'•r°. _.-...•.."'���-•--• r.\\� s,C " EX. JCRETE RAMP TO BE SLIDING. ACCESS GATE 10VED KEY PROVIDED IN 06 BOO' Y ;N, Fr,jS '0 RETM11 IG 'NA.LL PIN 64A-2-11 HARLEY N. OA TES, SR. and MAROUETTA L. OA TES DB 470 PG 267 I (LOT 11 - COLLEGE PARK) ZONED: 52 USE. RESIDENTIAL / A, EA RAISED TO PROVIDE MIN. COVER FOR UNITARY. PROVIDE STEPS AND HANDRAIL. 2.' 7TR - EPT. ACCESS. PRO E SIGNAGE PER COVER SHEET NOTES. EX, SAN_SEWER (PRIVATE) PlN 64A -2-10 RA YMOND M. KACKLEY (LOT 10 - COLLEGE PARK) ZONED: 82 USE: RESIDENTIAL Permanent Stabilization, All disturbed areas not paved shall receive a min, 6 in. topsoil and be seeded as follows, 200 tbs Tall Fescue per ac. 12 lb, Annual Rye per ac, 1000 lbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization, Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows, 60 tbs German Millet per ac. (May through September) 60 lb, Annual Rye per ac, October through April) 450 lbs. 10-20-20 Fertilizer per ac, 2 tons agricultural limestone per ac 2 tons straw mulch per ac, Seeded areas to be watered and cared for as necessary to provide grass emergence, LEGEND EXISTING STORM DRAINAGE & STRUCTURE ❑ PROPOSED STORM DRAINAGE & STRUCTURE PROPOSED CURB & GUTTER • • • • • • • • - DRAINAGE FLOW . . . . . . . . . . . . . . EXISTING GRADE . . . . . . . . . . . . . PROPOSED GRADE . . . . . . . . . . . . . PROPOSED EASEMENT AREA • • • • • • • • • PROPOSED SILT FENCE • • • • • • • • • • • SF CONSTRUCTION ENTRANCE • • • • • • • • • • �- ce INLET PROTECTION !rP 0O LIMITS OF CLEARING . . . . . . . . . DRAINAGE DIVIDES • • • • • • • • • • Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 706.08 705.80 28 15 1.00 CPP 2 706.62 706.28 34 15 1.00 CPP 3 707.56 706.82 75 15 1.00 CPP 4 708.01 707.76 25 15 1.00 CPP 5 708.45 708.21 23 15 1.00 CPP 6 710.19 708.65 155 15 1.00 CPP 7 707.03 706.28 117 15 1.50 CPP 8 709.47 708.23 82 15 1.50 CPP 9 710,94 709.67 85 15 1.50 CPP inline 1 711.66 711.27 40 12 1.10 CPP inline 2 712.00 711.66 34 12 1.00 CPP All CPP Culverts to be Grumpler Smooth Core or equivalent CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4'X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. (� � G FLOG i 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. GURU: Adapted from %stood k Tlnnt 4. BACKFILL AND COMPACT THE EXCAVATED SOIL �/ G FLOW -I� EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC III�. WIRE I t n -A v.I, i,. LSHnr R-i- 1- 1W7 Storm Inlet Summary Str. No. Inv. In Inv. Out Top Elv. Type 1 706.28 706.08 713.33 DI-1 2 706.82 706.62 713.38 DI-1 3 707.76 707.56 713.07 DI-1 4 708.21 708.01 712.92 DI-1 5 708.65 708.45 713.20 DI-1 6 710.19 714.09 DI-1 7 708.23 708.03 713.80 DI-1 8 709.67 709.47 714.60 DI-1 9 711.27 710.94 71490 DI-1 inline 1 711.66 711.66 715.60 inline drain inline 2 - 712.00 715.60 inline drain STONE CONSTRUCTION ENTRANCE 70' MIN. EXISTING •r �t�t �[�r � nnra�r 11�II=11=U �t�r•�nr.���t�r�t�ty sr•�nn, �t�t�r�t�t�tK���i�t�ry�r�t�[�r�tii•�r�i�i�r•�.r•�i�t�' !�7•�b�Y. n"�f,�1jjjjjjj� ..... T_:N. ....... .: SECTION B-B (nMf - IIkPTFl1 from 19Ai Yarkml %n&"k fnr Call bndm end Cw9m.nf Cenlml. and Va OVERFLOW RUNOFF - WATER WITH SEDIMENT W Q 0 0 0 w co (0 Z C.L. O ) 0 = Z Izi) d � m 0 Ov Z �j:: r _O O LLl Z Q U w d C)'LIJ-'- �L>J LJ O U V) 5 p L..i C.)w Z 0:� V) p O:fw Q Cn LLJ O 0:: p Cn a a o Ln I0©M©©P `BWITTHpGATE i• SEDIMENT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. -� GtiNIA Z �z w A. 9 0 ��N EL OWW00 CO UZ � a. 0 o - O N +' cv Q ••-% o o _ N 0 U) N ct O Cc V _ y U) �' . N -0 'a v) M � a0 chi > ,- J V N 006 d ti u7 � c c W C LID Ln U. c� ,moo tN Ui U 0 = V O a� +. W '-' CL w SOURCE: VA. DSWC PLATE. 3.07-3 GRAVEL CURB INLET SEDI�[ENT FILTER _- -- _ GRAVEL FILTER 12" • ors; •I. I jaZr s� ��►aj � �l IIIIII�IIIIII ��IIIII I SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION 14 APPLICABLE AT CURB INLETS WHERE PONDING IN FRONT OF THE STRUCTURE IS NOT LUMY TO CAUSE INCONVENIENCE OR DAMAGE TO ADJACENT STRUCTURES AND UNPROTECTED AREAS. • GRAVEL SHALL BE VDOT #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA. DSWC v w 0 a to Q 0 C)0 O rN � M W W In 0 U) cn PLATE 3.07-6 Z 0 w 0 0 o to Zw 0 � 0 (5 U Uj Z Z Y U w C4 0 �W- -n O Y ^a 0 r ----------_ L --- A -Wi�6 DETAIL A CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 401 EASTERN RED CEDAR OR LfnANO CYRE'£S 10r 10' 10' 1t)1 48' MIN. HEIGHT AT PL44 TNG PROPOSED HOTEL ? 20 ( IN FEET ) 1 inch = 20 ft, I 2 3 I 3 I 2 3 iLili 3 2 3 I 3 iZ 3 2 2 3 �LE Dov _ (2.0" CkJPER) LENGTH OF SCREEN 74,0 FI _ TREES REOU/RED, 3/10 FT= ¢2 DEC/DODOS 1/3 = �¢ 2/3 EVERGREEN PROVIDE.• t,¢ L£YLAND CYPRESS L4 EASTERN RED CEDER Z RED MAPLE 2.0" CALIPER NOT TO SCALE 6' OPAQUE FENCE REQUIRED AS SHOWN ON PLAN Z LITTLE LEAF LINDEN 2.0- CALIPER DETAIL B CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING 40' EASTERN RED CEDAR OR 10' 10' 10' 10' LEYLAND CYRESS 3? 21[ ryr 31 3' ^[, ^Lr 3'' �i ^Lr Zi �r �L 2, it 48�' MIN. HBOHT AT P/ANIING J J LENGTH OF SCREEN 137 -r TREES' REQUIRED, 2/10 FT= ZZ qk IV PROVIDE Lj LEYLAND CYPRESS 14 EASTERN RED CEDER NOT TO SCALE a FIRE LANE FIRE ANE Ti D 40 / SEEDING REQUIREMENTS AFL DISTURBED AREAS NOT PAVED WILL RECIEVE AT A MINIMUM 6 OF TOPSOIL AND BE SEEDED AS FOLLOWS: 2-3 LBS. MARION KENTUCKY BLUEGRASS PER 1,000 SQ. FT. 1 LB. ANNUAL RYE PER 1,000 SQ. FT. 70-120 LBS. MULCH PER 1,000 SQ. FT. FERTILIZATION REQUIREMENTS TO BE DETERMINED BY ONSITE TESTING PERFORMED AT TIME OF CONSTRUCTION. AT A MINIMUM LIME SHALL BE APPLIED AT 70-120 LBS. PER 1,000 SQ. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALT_ BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. PLANTING SCHEDULE COMMON NAME SIZE AT TiME OF PLANTING SPACING QUANTITY r, PIN OAK 2' CAL ® 6' HIGH AS SHOWN 14 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 13 HETZ HOLLY 3 GAL CONTAINER, 36" HEIGHT 3' O.C. 88 I. �f Ale t e CT ; 7. _ 0- wow 10 W o NlA � ¢Gi� ��/ Prune codominant leaders DO NOT prune terminal �'— leader or branch tips z on Prune rubbing or o = cross branches jLL 1z 0 \ E� P CL I�On'W00 Prune narrow crotch angles / DO NOT stake or wrap and water spouts trunk unless necessary Prune broken branches Remove all tags and labels o 00 M A W N o Prune suckers o C) r (D 0 (n CD,t- Z CL 4' o Cut away all balling ropes 2"-3" mulch kept away from trunk O vs Q CL = AGUMENT TREES /W/ a; EVERGREEN SCRE Remove top of wire basket Soil well to contain water z F J oo w O Q .- SEE DETAIL B � _ •� a, 'W � UNAMENDED backfill soil ¢ Mo p CC3 cn ?' c co Partially backfill water to a w �_ a CU > M Widen and score hole wall z °, s Z Z0�3''' settle soil, finish backfilling o J i` nt o o n o O ow ¢ U `6a ell 1'tr7 - p f= °w S p W V C V) N N c:�) i— W LU Ct �,..(.� t+ a) ca a) O O Remove container and cut circling Area for water drainage o a D y c w �t g Leave solid soil pedestal - do ,- w s or U-1 Q'> r,- C ` to roots if container -grown, or as much "' ' L' ¢ ---" g ' not dig deeper than ball depth a w(if a C,}r( co r LL. burlap as possible if field grown 5 Elf o ¢ w r--4 fn rn co U •` cr_ • L a) Dig hole 2-3 times root ball width � i'- tn O C (n TREE PLANTER DETAIL Z 4� 0 a) no scale I-C 40 ,S r__oI Cu CT) I AGUMENT TREES W/ EVERGREEN SCREEN SEE DETAIL A Arm -Mounted Drop or Flat Lens Cutoff Area fighting intended Use {AC re'lector is op al q Flity alumir,'m hat works in tardern with a light-dilit,sirtU KAD For parking areas, ss.reu', krnting, walk- prismatic lens. ways and car lots. _,ectrica 8 ilastishiet rcactarc0.}'.iy'tt Contour FP.nture- ac-ter Sector ;lU 1SOVti' Hf 5.1; 0N1 &1 UPJ ) arh'gn pc,warfactor constan--e)a-age au- Ilousing -'lugged. die-cast soft -corner :Dtransforme-(175.40OW `AH Et MI. Bel - aluminum housing w-h 0.17 nomiral wnl! ast is cuppat wound d-ld IUO% laulwy thickness. Ex io ed 4" soft -orrer arm for-ested. j pole or thrall moun ng is standard. -mish-Dark trans ,UDbI corrosion-res s- Cour Frame - KAD d'e-cast duct frame :ant polyester pcwcer finish (DDB), with has impact-resistar-,tempered glass lens 0-her architect_ral colors availah e. which s fully Uasketec with one-piece Socket- Porca ain, horizcr:ally (positienl bandudlubulr: ,srunrs.KACdic-caslalu- D'ientedm0;ul-basesocket(100M&150,M minum door frame has prismatic, mpact- ::-e nwdiur-base; -with capper alloy, rii�k- �. resis-ant, tempered glass, drop dish ecril- 5plated scretvshell and center contact is inns rr drop dish pnlycarhnr-,te lens. UL listed 1500)N-600V 4KV p_i se rated. w i Doorfra 7oistuliygaske:odw )tone -pieta Listirgs - UL Listed is:andard). CSA Cert - tubular silicone. a fled orh,lDA6 Certif ad ;sae Dpticrsl. Utiist- C;)tics - KAD r-016c-ors are anodized hy- nd for tvet loeadons..P65 curd8ed. ° drofor•ned and segmented aluminu---. rcur ru-nff distribufnns 7vniloblr.: R2 (Rnnd way;,K3+;Asymrre7ic;,R4(hol�t and Ihrcal ea and HISymrnetric). Segmented reflecto•s are rotatable and field-interchangehie. f Ordering Information. Example: KAO 409M R3 120 SPD09 Cksignatla1 n1strIburinn Vnitsr., mov-� no Optiois!tccexeo i>s High P Hsu e Svc X�C-= tlrr vrmeJ Refl :� s 120 iuly4ej In>talled KAD 70S R2 'type 11 roadway 20a' SPD01 t' cqu;n cote a•7,r lad.) LPt Lcmp incl.rdcd KAD 100S R3 Type III a5pmnetriF. 240, SPD09 IT squr•r.! Bale a-;r SF Smilehse, IiRV.7;YV,;4P!(n.7o rH) KAD isos R4 type IV •onward 277 RPD04 4' round po a arm' DF Duublu ruse, 203V, 240, 4:OV iva TBI KAD nos thrr-w, share rinoff 347 RPD09 9' ra_tui pu!u attn PER N-ck1A valst-lock r3cestacis criN ira KAD 400S RSS Type V square 480' WWO04 4• ,/rood pole or W ll µErvtvcsnlld' Me'711-aFG"a Sagr,linted. Puquc;.Jcs TRs wwn09 9' vmrd pe P. ar woi aRs Cuartz rostrke vvern (250"N nax. KAU 100M SR2 Type 11 zsymractri^ WOU04 4' AR) krackct '20V lamp u.l rtcluduP KAD 150M S03 Type III asymmetric W8009 9' Aal Lrac"I Pn PnwP.r rmyc KAD 175M SR4SC Typa IV 'vrwa, d ;,h1APfJi_:RARUo1.BY WFU erininai bc.kr KAU ZOOM th-ow, share cutoff KMA klast Pun adapter Ec Emergency c rcuh KAD 250M KTM8 Twin muuribrig Lar SMA Super C'A'A puisc stcr ballast (a'a ML i KAD 32DM DA012P Deprec e•m (rote) arty HPS.10)M ur KAD 350M• DAU12WH Deg•ee arm wmll) GSA CSA-crtTir d KAn 403M NOR'I NJV Crrtrinr (crnni9ttactiro ', '[t Ca: �:',L 81411CL:4'Si Laia'3 ,4^, alOt tea.°. $ r�C.3:.1atALgt ii' Prt WMA twirrAwk PF (12t1J•)�7V) PE3 N_MA tvmWuck PE •;347V) PS N MA twist-(cck PE I&M PE) N=MA tvristdock PE :ZiM SC Sho-tng cap `cr PeH opbDri HS Evuso-side sh ula' JK R3 R4i ;SF1, SR3; KADVG Vandal p,ord _-- _ KADWC wirrgiiard '. ,4'GP,:.;,: nima-sinna era aPm.n it todres ;centime:oral nnL•xa ' x CwatJ taro ytw auaPW'ry Ca eaL4 � � T Uo:'gt>e-m.G mta'zr 1201 ^a3W '+a 17: h.InG-,naJa FnAe 1;trt t•,r +, TaY,'+'+J 3«L',21ptc t20LT :1 4 SPLVV Wick tr W1,114Y m,L. cl Wo tvn:m kinil'V M. arourrvn.�vr7K38, D,J.,a., DNVe Jrpm3;: a.tan', !: QrtS''Da'.71attYneWntt>•ia�nFc. Carscritaa rv. rter. r�gr. ax?tsfl4.i kv1 � �� II 6 a'Kdabc of SiG,liK, WCt ;o7.!=a. leV kso eedaao act raory. •-----—L" & I Clmaes rrowt: F) ar L _ WWiV.l lthfini a.tnrn I l►Acrrmrnraa 41L, rl"A7 ou:dc2r / ,'S,8 431 Loywc.rc: $;AD-KAC : + LITHONIA KAD 40OW MH 4—FIXTURE MOUNTING HEIGHT-20' (L LITHONIA KAD 40OW MH 3—FIXTURE MOUNTING HEIGHT-20' &, LITHONIA KAD 40OW MH 2—FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABI F FROM OFF —SITE. SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. ALL FIXTURES TO BE SHIELDED TO PREVENT LIGHT SPILLAGE OFF SITE PLAN #4 STEEL REINFORCEMENT BARS #3 STEEL REINFORCEMENT TIES 0 1'-6' O.C. LIGHT POLE TO BE GALVANIZED STEEL WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. LIGHT POLE 1" TOOLED EDGES TPOLE HAND RUB FINISH ON WITH COVER PLATE SURFACE OF CONCRETE AND ALL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE NQNSHRiNK LOAD SURFACES. PAINT BEARING GROUT YELLOW ABOVE GRADE. `° ANCHOR BOLTS FURNISHED 3'-0" WITH LIGHT POLE. BOLT SIZE FACE OF a PROJECTION AND BOLT CURB GRADE CIRCLE PER MANUFACTURER'S _ RECOMMENDATION. 8' GALVANIZED GROUND ROD. BOND TO POLE. — I Emile 1'-8' 4 CONCRETE BASE I ( I J P.V.C. CONDUIT AT 2'-6' #3 STEEL REINFORCEMENT( 111=111= BELOW GRADE TO PANEL. TIES 0 l'-6" O.C. _I =III--LI rl #4 STEEL REINFORCEMENT 1= 1 =T1= NOTE: BARS ALL UNDERGROUND WIRING _ TO BE IN NON-METALLIC CONDUIT 4 — NOT TO SCALE LIGHT POLE FOUNDATION DETAIL W1 J L O � O N + O } W W w V) 0 V) V) O Z Z --� � O vC'*i O Z Z Y Z w 3 v _ �N r� Q 0 LL, r' 725 720 715 I I WI �I - Iq p I u_ j CL - P_R CYP:_'H OTEC 0 FF ELEV=715.82 q EX _GRADE_ GRADE i _ I I I I 0+00 0+50 1 +00 1 +50 2+00 2+50 SECTION A- A Y l XX STRUT APPROACH SAME A -1 SURFA CIVIC AS MANLt•E (RADN15 TO BE AS l i l PLANS) C ROADWAY Ci SHOWN ON I -------,-- (RADIUS TO BE AS RADW OAEMUT SHOWN ON PLANS) / cx)RB AND GUTTER (SI'D. G•6) SIDEWALK I ® I! x V' 6" ME FLOW U-7 EXPANSION JOINT I E is - NOTEP WIDTH -8" 2'-0- OR AS MAI N,,NE ROADWAY SHOWN ON TYPICAL SECT1tNN, A-J PLAN VIEW 730 725 1 I I I 720 715 Gravity Wall 28 Gravity Block Free Draining Backfil Placed to If Depth Behind Wall Perf. Drain Pi with Sock Ground Level Bury Depth *Drawing Not to Scale Ground Level 'Ill Wall Height }-28" Block-1 Compacted Aggregate Leveling :Pad (see specifications for details) I ( � III w SIN -) W p W Z LL1 o I PR OP. H FF I� TEL 0 Q w �- --� EX. GRADE 5• � �-� g P OP. GRA'E AMP I I 0+00 0+50 1+00 1+50 2+00 2+50 3+00 SECTION B-B GI?APHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HORIZ. 1 INCH = 5 ft• VERT, 4 CLASS A3` .. si v �' '• ''• - �� CONCRETE JOINT SECTION C-C ® CONSTRUCT CRADE CHANCES WITH A PARABOLIC CURVE. ENTRANCE NTSCANINOT ACCOMMODATEVY ® THIEE TURNING NNG REOUREIEF ANTICIPATED t0•PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK A CURB 'MINN THE LIMITS OF THE RADISHOULD BE EDGE OF SHOULDER OR B X MAX. ]INCREASEDRAMPS'MI ]INCREASED TO 7". OPTIONAL FLOW LINE E LOP CHANGE (� _. _ , -,-• .. - D -' WHEN ST`D.CG-TIIS USED FOR ES T A►i M,NE ROADWAY `"- - -'-' '- -- -- -- --- -- -- 0 AJNCTION WITH VDOT PROOJJECCPLEASE CMCNIAiGE D NOTE THE FOLLOWING, S MIL S8 40' MSN. FOR STREET _ D 'XX MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SUBCRAOE (r DESRAN,E FOR COWER STABILIZATION REQUIRED FOR MAINLINE PAVEMENT WHICH CAN li)E OMITTED N ENTRANCE THE ENTRANCE.) SECTION A - A ® Ze OftCOMOWT,ON CURB TIED GUIDELINES FOR GRADE CHANGE D BEYONDTHE RR/W LINE EXCEPT FOR REPLACEMENT PURPOSES, WHEN USED N COM,EINCTION WITH STANDARD THE FACE THIS ENTRANCE VOLUME DESRA19LE YA)OIAI►A CG•3 OR C0-7 CURB ON STANDARD L5 T'O BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFIGURATION. NCH (MORE THAN IM HP01 O x 3 x MEDIUM 1500.1500 VPD) S 3 x 6 x SEE STANDARD CC-t2 FOR CURB RAMP DESIGN TO BE USED WITH THIS STANDARD. LOW (LESS THAN 500 VPO) a 6 S B z )K PLANS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW LINE IS REQUIRED TO PROVIDE POSITIVE DDpRRpANAGE A��CROSSS�tTHE ENTRpANUM. 970*N PRECLUDE OFOGUrTERMTO PONDNIG OF WATER. REFERENCE' I METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.7/01 VUM.NA DEPARTMENT OF TRA4SPORTAT1pN 203_04 CC-7 THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR 2'OtO4 a zA 29.2c EXISTING OR PROPOSED SIDEWALK. SEE NOTE 15 E-XP�NYSION JOINT BACK OF SIDEWALK EXPANSION JOINT I A F- BARS Ain f-'>r C 5- S. I �o iv i l7�fi� 1` �\ \L�l \iwe��a' • r �I 2'-0" 2'-2" 8 I y_ C 6' MN. 1'-B" >o MAX. VIEW A I�1� taA■ � A �1 INSERTABLE SHEET A 153 GALV. L •.g- 8'-B" Li GALV. MC6X1 BARS A-1 a 10- C-C D BARS 11 1� i. a 110" C-C,. BARS 8"CC .a a 10" C-C ra E WE LDED TYPICAL SECTION B-B COLLAR BARS A,-I1 L 2/2-X2%2 "X'/4"SLOPE OF 'o� APtPRO H 10 SURFACE CA_V. MC6%12 N • . 1. ' GALVANIZED MC 6 % 12 ' 1 + ' ' C " •' • wARPEwoELp SECTION D-D f - - - - yCE a M6 C C SURF BE ORE i 7 r_9" ' 2 cALV. 3" DIAMETER B B e 6" C-' GAL", AIRS E „ - MC6X>? WELD ALL sEE�NDrE Vt " X 4- STUO SHEAR SECTION C-C - CONNECTOR DOECREASE TO r TO COLLAR. FRONT ELEVATION WHEN INLET IS USED SECTION E-E a 2A a 2B WITH MEDIANS. WARPED GUTTER BARS A-1 APPROACH GUTTER 7- r " / 2(t I 1 h FLOW N^ •ia b EPHOLE X I 1 /4 L 2'YAlMZEU Xt/4- N o BARS A-1 , SEE NOTE 8 &NT PLATES CAL PE OF BARS C-C IT- , APPROACH a i BARS SURFACE sy1 BAN$ B a FOR USE ON GRADES 1J 10 C 6C�:�: +4 ' X4" STUD COW a-2C I L "I 1VA BARS j' C-C ! WE 0 2 C C TYPE A 5��D TYPE B L__ I 1 __J id •;; t 1 STEPS NOSE DETAILS Flo,I ; FL•0'N 8" - - SEE NOTE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD L _ _ J '-7" TYPE B NOSE DETAIL SHALL BE USED WITH CC-6 STANDARD, GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE iN SA05 SECTION A -A OF 08•JtYA1D IS TO OE ANCHORED WITH V,,'X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP t)ION SEE STD. ST-1. SHEAR CONNECTORS WELDED TO BENT PLAT AT -C-C. SFEET ,qF 2 STANDARD CURB DROP INLETREHEREM SPECIFICATION V 7/OS 12" - 24" PIPE: MAXIMUM DEPTH (H) e 9' 233 10403 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 01-1 '/2 SECTION CAST IRON �r/2 SECTION STEEL NOTES 2'-7" L 2Y?" x x/2" x 'Ii' 1. DEPTH OF MET (H) TO BE SHOWN ON PLANS. 10'-4" ton FOR DEPTH GREATER THAN 10' USE STANDARD cast wiithbcoB°r Y-3'/i' / 9 Ot-IA a / B 2. THE "H' DIMENSION SHOWN ON THE STANDARDS N h A -- A � h ° "v Optional N Brace Ribs CAST GALV. IRON STEEL 66 ± ' 3 hot. 43.6 tbs. including trlCWding lugs onnectars AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT of THE WrfALL PIP£ TO TFE TOP OF THE STRUCTURE, One welded PLAN '7f' OWNSIONS ARE APPROXIMATE ONLY jell( FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS, Weld an 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors TO BE SHAPED N ACCORDANCE WITH STANDARD to Coca IS-1. THE COST OF FU NISHNG AID PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 94CLUDED IN THE BD PRICE FOR THE STRUCTURE. '•7" 9'/i' /i• „ t/r• x 4•• Lugs.-) +/2-• x 4" 4. IN THE EVENT THE NVERT OF THE OUTFALL IS HIGHER THAN THE BOTTOM OF THE .. Stud ShearPIPE connectors STRUCTURE THE INVERT OF THE STRUCTURE SHALL tE S+HIAPED WITH CEMENT MORTAR TO 4.- " 1, 2" 9yt' , OR POi OF WATER PREVENT STANDINGSTRUCTURE. ^11 N THE STRUCTI�RE, THE COST OF FURNISHING COST PL (V �7 II AND PLACING ALL MATERIALS INCIDENTAL TO MET SHAPING 'STRUCTUTO BERE. W-LUOfD IN THE BIO (Grote Renwved) N�R7 \ Lb{•.-•i•W PRICE F SECTION S-9 5. STEPS ARE TO 8E PROVIDED WHEN H A ST OR GREATER, FOR DETAILS SEE STANDARDSt-+. DIMENSIONS FOR COLLAR DETAIL S. THIS ITEM MAY IE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. a 4 X W SMOOTH DOWELS AT APPROXIMATELY 4 2" D 12" C-C TO BE PLACED N ALL AREAS ADJACENT TO CONCRETE TO PREVENT 2' 7" Hordwae Cloth 4'•6'• SETTiEr4EHt. N LIEU QF DOWELS A 2"X4" SETTLEMENT. NOTCH MAY BE PROVIDED. SEE STANDARD 3" Diameter r. T•01.3, 4 FOR ALTERNATE DESIGN. o p'► seep hole Sea Note 8 Iw 8. 3" DINNER WEEP HOLE WITH 12"X1T' PLASTIC w a - c p . •. • , HARDWARE CLOTH 1/4" MESH OR GALVANIZED + + °' �-4" depth Mqr, ODDODDODDODODD STEEL WIRE,IESH HARDWARE MRE CLOTH ki:iC NUMBER 4 MESA HARDWARE CLOTH ANCHOiRED `V to 9N D Cosa I68. a 78 a C C FIRMLY Y TO THE OUTSIDE OF THE STRUCTURE. 7: 12„ t8 x 6" width DODDDIIODDDDODD 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 IS TO BE N t2"-15"-t8' or 2t" ,�'a N q) PRECAST CONCRETE 4000 PS. DDDDDD�DDDOfIOD b, ANY ALTERNATE METHODS OF ANCHORAGE • �s .Q THE OF THE ENGINEER ° DDDaD�ODDDDODD 1 i MAYBESUBSTITUING TED FOR THE CAST IRON • _ LUGS AS SHOWN HEREON. -A SECTION A -�-"I- CONCRETE QUANTITIES FOR MIN. DEPTH 12" concrete pipe 1.440 Cu. Yds. Concrete SECTION C_C SECTION D-D 15" concrete pipe - 1.528 Cu. Yds Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0,469 Cu. Yd%. Per odditionol toot of depth. APPROXIMATE WEIGHT Cost iron Grote 363 ± t8 bs - STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' `T 233 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 b4.0t IS -I r s i Stan► to Nwation of mid -ports of targast doe. $nape Po caPlam +- )K of ape._. Y,r • e •} P ' � A ° Sbpe to &oin to Kwert of outlet Pipe SECTION A -A METHOD OF TREATMENT IN DROP INLETS Transition between pot diomefers when different siMK of pipe are tncounritred. NOTES Shaping of manhole and inlet inverts in accordance with this drawing Slope to droll to 'aNert .s is a apply to those structures 'of striad on plans or wherw / �, �1181 pipe invert of pipe is above invert of structure. �� 4 trbruata of drop iNet Is to be formed DIM eomerueled in olxordonn •'! with applicable stondard or special drawing. The imrtrt stap'uq m deroded .a e hereon is to consist of o Portland Cement Concrete nix contorming to Class A3 or Closs Cl,exctpt that 25% of coarse oggrtgate mop be up / /� a . ? :• Ae a , w Po 4" in darMNr and consist of stone, token Wilk, broken ilk, conate, bock r J � • ,, .g or broken concrole ck The surface shell be left by means 1 1 ,�''_ ` / �°'•t iw 3r?�f ° of hand trowelling. None of the course uggragate shall remain aelposea III ( II �n � ,,?,.�.r:- •• "r�,(,;; DO& of Invert %hoping as shown hereon art for example purposes only. Each menhok a drop Intel is to be shaped nOMiduoiy 10 test fir the •. • :4'_ `�.y� s.. pa,.Zor Well and Mtlet configuration and Oow ..-.-. PLAN SECTION 6-8 METHOD OF TREATMENT IN MANHOLES SPECIFICATIONE REFEREERENCE STANDARD METHOD OF SHAPING MANHOLE 8t INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION F 106.08 NOTES= 1, THIS ITEM MAY BE PRECAST OR CAST N PLACE. i 2. CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 44DOO M IF PRECAST. 3, COMBINATION CURB i GUTTER HAVING A RADIUS OF 300 FEEE4 OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIA COMBINATION CURB i CUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER THE BOTTOM OF THE C(IRB AND GUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SU09AlSE TO THE DEPTH OF THE PACOIURSESTAND 5. THIS CURB MAY BE USED WITH ANY DESIGN SPEED BUT IS REOUIRED WHEN DESIGN SPEED IS GREATER THAN 40 MPH ON RURAL HIGHWAYS AND 45 MPH N DEVELOPED URBAN 0 SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TIED INTO EXISTING BARRIER CURB.THE TRANSITION IS TO BE MADE WITHN 10' OR THE CHANGE IN STANDARDS MADE AT REGULAR OPENINGS. 7- WHEN COMBYlAT10N 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" R �2"� 1"R 14. p D I> ' , D ' , D • , D Ir -----•--------"---------- THE BOTTOM OF THE CURB AND _ GLITTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A 7" 2'-0' MIN. DEPTH OF 7" IS MANTA1NE0 COMBINATION 4" CURB & GUTTER VROWA DEQARTMENT OF TRANSPORTATION 105 502 INSERTABLE SHEET A179 NOTES: 1. THIS ITEM MAY BE PRECAST OR CAST IN PLACE W o�G1NIA (n 1- 4z W 0 o EL OWW00 tY cn I\ 0) Cn N O n N a) " to o O Z �� Q U o N �t W LCJ Cn Cn ! U -W L U) (n H H- W T- ¢ Qw LZIJ R 0 O = Z 7) (� � °' 2 co U j= r 0(D c p 0 (/) ¢ ¢ U Z U U Z N >, 'C W LJ ¢ U U N a _� M 0) C Co ¢ T- �� t- W W Q Q -I N w v) Q ¢ o a" p U r-I (2) W j (n (O (0 o v) Z co (n W 'c d �t 5: L'_l :;a! W W O > N t!7 tr7 w ck� Of I- LL Of W Of t� MIX E T- 5 Q Q ¢ p,4 N ui w UJ U •` Q L J M. ry tY > CO L-) -1- -) CV Z C L o Q) ' CL Li DI-, 1/2 SECTION CAST )ROM---.}.--'/2 SECTION STEEL NOTES 2r_7"• L 2'fj' x Y/2" x 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs catttohbcosor r 3'/i' on 10'-4" ton 9 FOR DEPTH GREATER THAN 10' USE STANDARD D+ 1A 2. THE "H" DIMENSION! SHOWN ON THE STANDARDS A ____ B A O SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE DUTFALL PIPE TO THE TOP OF THE STRUCTURE. CAST GAILY. RON STEEL One welded FOR ESTIMATING PURPOSES AND TINE ACTTE UAL °' b8 ± 143.6 joint DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDTIONS. '+ OptI01101 N 3 1be. to%. 8roca Rba includnq ndudmq Weld os 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS lugs anneclors connector$ TO BE SHAPED N ACCORDANCE WITH STANDAIP•D to color iS-t. THE COST OF FURNISHING AND PLACING ALL MATERIALS NCIMNTAL TO THE SHAPING IS TO BE a INCLUDED IN THE BID PRICE FOR THE STRUCTURE. 9y - 9'/j' i 1/y' x 4•' 1 Lu9a J �s" x 4•• 4, IN THE EVENT THE INVERT OF THE OUTFALL PRE IS HIGHER THAN THE BOTTOM OF THE 7" Stud Shea STRUCBE THE INVERT THE connectors MORTAR SHILL BE 51F(APED WITH CEMENT AIGLRTAR TO E 4,- $/$' t, 1 9'/=" , PREVENT STANDING PONOM OF WATER --�1 T COST IN 7� STFBICTURE. THE COST OF FLRMSHIeJC PLAN I�•-Y�I _ ♦ AND PLACING ALL MATERIALS INCIDENTAL TO ML ET SHAPING IS TO BE INCLUDED INTHE BID (Grate Removed)� N \ PRICE FOR THE STRUCTURE. ram._ r SECTION B-Ei 5. STEPS ARE TO PROVIDED WHEN H t5 4'•0" OR GREATER. FOR DETAILS SEE STANDARD ST-t. DIMENSIONS FOR COLLAR DETAIL S. 714S ITEM MAY BE PRECAST OR CAST-N-PLACE. CAST IRON ONLY 7. a 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12" C•C TO BE PLACED N ALL AREAS ADJACENT D TO U 7W CONCRETE4'•2" PRENT TDOWELSVEA --� Hordwort Cloth 1' 6" SETTLEMENT. k4 LIEU OF 2"X4" NOTCH MAY BE PROVIDED. SEE STADARD 2,_r, 3" Diameter r_ T•a-3, 4 FOR ALTERNATE DESIGN. weephole T Y' 12" PLASTIC .. o See Note B N 8. 3 pA11EtfR WEEP HOLE 1111 H 1 X HARDWARE CLOTH 1/4- MESA OR GALVANIZED WIRE DIAMETER r o DDDDDDDDDDDDDD STEEL W4 APES HA 4 MESH HARDWARE CLOTHANCHOREDSTRUCTURE, �'.n1 •�'N D Color ► 4" depth Mgr. t68.s78 qr C C NUMBER fRMLY TO THE OUTSIDE OF TIE STRUCTURE, E €12:• t8 x 6" width ,� DDDDDDODaflDDOD 9. CAST N PLACE CONCRETE IS TO BE CLASS A3 PRECAST CONCRETE IS TO 13E .,B" or 24 N 4000 PSI. ). Nut tbi•) e DDDDDd0D00DDDD D. r� -j- tip. ANY ALTERNATE METHODS OF ANCHORAGE THE • e° �• of ��ODDODO�DUDOD (� ! MEETING THE APPROVAL OF ENGWEER MAY BE SUBSTITUTED FOR THE CAST PON O 0 ° • ° LUGS AS SHOWN HEREON. F �»�•- g� ��._...1 SECTION A -A TT�� 1'4"'�"'�'� CONCRETE QUANTITIES FOR MIN.DEPTH 12" concrete pipe - 1.440 Cu- Yda. Concrete SECTION C-C SECTION D-D 15" concrete pipe - 1.528 Cu. Yde. Concrete 18" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu, Yds. per additional foot of depth. APPROXIMATE WEIGHT 2. CONCRETE TO BE CLASS A3 4F CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBWATION CURB M GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAM FOR AS RADIAL COMBINATION CURB M GUTTER. 4. FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB AND CUTTER SHALL BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. S. ALLOWABLE CRITERIA FOR THE USE OF CG-6 IS BASED ON ROADWAY CLASSIFICATION 2" R AND DESIGN SPEED AS SHOWN IN APPENDIX A 44" OF THE VDOT ROAD DESIGN MANUAL. p 6" D D D D 7" A o a e Q 6" THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MAINTAINED. Cost ton Crate 363 ± t8 be -� STANDARD DROP INLET QUERENCE 12'' - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 VRAN ONIA DEPARTMENT OF TRANSPORTATION 302 b4.01 SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER 105 REV. 9r06 502 VRCINIA DEPARTMENT OF TRANSPORTATION 201.03 TABLE OF QUANTITIES w-2A20,2c REINFORCING STEEL L TYPE CONCRETE BARS A BARS A-t BARS B BARS B-t BARS C I BARS E BARS F WEIGHT Cu. Yds. No. Lin. Ft. No. Lin, Ft. 91H No, Lin. Ft.* No. Lin. Ft. # No, Lin. Ft.* No. Lin. Ft. No. Lin. Ft.* Lost. 01-2A 2'•2" 1.71 4 3'•2" 5 3'-2" 4 31-6" 5 24-0" 4' 1.95 4 31•2" 5 5'-or" 4 3'-6" 3 4'-3" t0 4'-8" 5 2`0" 3 2'-0" 3 1'-6" 84 6' 2.23 4 3'-2" 5 7'-0" 4 3'-6" 7 4•-3" to 4'-6" 5 2'-0" 3 4••01' t'•6" tt9 e' 2.51 4 3'-2" 5 - " 4 3'-6" 11 4'-3" to 4'-6" 5 2'-0" 3 6•• •' 1••6•• 154 a-28 10' 7 '- 5 Ir-O" 4 S-6" 15 4'- " t 4'- " 5 2'-0" $ '-0" '- " 1 18 12' 3.05 4 3'- 5 t '-0" 4 3'•6" 19 4'-3- to 4'-5" 5 2'-0" 3 101•01, 3 r-6" 224 14, 3.34 4 37- ' 5 151•0" ♦ 3'-6" 23 4'•3" to 4'-6" 5 '-0" 3 12'•0" t•-8" 259 16, 161 4 3`2' 5 17'-0" 4 N-6" 27 4'-3" to 4'-6" 5 2'-0" 1 3 14'-0.. r-6" 294 to, 3.89 4 Y-2" S 4 3'-8" 31 4'-3" to 4'-6" 5 2'-0" 3 t6'-0" 3 1'•6" 329 20' 4.17 4 3'-2" 5 2r-01' ♦ 3'-61• 35 4'-3" to 4'-6" 2',0" 3 18'-0" 1'-6" 364 6' 2.24 4 31-2" 5 7'-0" 4 3'-6" 6 4'-3- to C-6" 5 2'-0" 6 2--r' 6r-6" 115 8' 2.55 4 3'-Z" 5 9'-D" 4 3'•e" 10 4'•3" to 4'-6" '• 6 3'-Y' r• " 150 to, .82 4 5 Ir-0" 4 3.-&, 14 4'-3" to 4'-G" S 2'-0" 6 4- r' t85 a-2C 12' 3.00 4 S t3'- " 4 3' B" 18 4'-3•' to 4'-6" 5 2' 0" 6 " 6 220 14' 3.37 4 5 t5'•0" 4 3'-6'" 22 4'-3" to 4•-8" 5 2'-0" 16' 3.65 4 S tT-0" 4 3'-6" 26 4'-3" to 4'-6"1 5 2'-0" 6 T-1" r•6" 290 is, 3.93 4 J'-r' S 19'-0" 4 '• 4'-3" to 4'-B" '-0" 6 8'•r' f-6" 325 20' 4.20 4 3'-2" 5 2r-0" NOTES 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. B. 3" DIAMETER WEEP HOLE TO BE LOCATED TO 17. LENGTH OF ANGLE IRON AS SHOWN ON SHtE£T 1 DRAIN SUBBASE MATERIAL, WEEP Mp1,E WITH OF 2 ,S TO BE L+15" AT 4JO LBS./FT., 2, THE "W' DIMENSION SHOWN ON THE STANDARDS t2"Xl71 PLASTIC HARDWARE CLOT14 114" MESH AND SPECIFIED ON THE PLANS WILL BE OR GALVANIZED STEEL WIRE, MO " WIRE 18. * DENOTES LENGTH OF ONE (0 DAR. MEASURED FROM THE INVERT OF THE OUTFALL DIAMETER 0.03" NUMBER 4 MESH HARDWARE ALL REINFORCING BARS TO BE *S. PRE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY CLOTH ANCHORED FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 19. FOR ESTMATNG PURPOSES AND THE ACTUAL 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIMENSIONS SHALL BE DETERMINED BY THE 9, ALL REINFORCING STEEL SHALL HAVE A WATER TOWARD THE INLET THROAT. CONTRACTOR FROM FIELD CONDITIONS. MINIMUM COVER OF 2". 21. MRSA6A4 HEIGHT_PPE CIA.-f2'-6" WHEN PIPES ARE 3, WHEN SPFCFiEO ON THE PLANS THE INVERT IS 10. ALL REWORCINC STEEL TO BE CUT CLEAR OF LOCATED UNDER EXTENDED SLOT OF et,ET. TO BE SHAPED IN ACCORDANCE WITH STANDARD ALL OPENINGS BY 2". IS-1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 11, CAST-N PLACE CONCRETE IS TO BE CLASS A3 INCLUDED IN THE 00 PRICE FOR THE STRUCTURE. (3000 PSI). PRECAST CONCRETE IS TO BE T-13" 4000 PSI. i'-'�'-"� 4. IN THE EVENT THE NYERT OF THE OUTFALL PINE IS HCHIER THAN THE BOTTOM OF THE 12, LENGTH OF SLOT 10 WILL, N EVERY CASE, BE STRUCTURE. THE INVERT THE STRUCTURE SHALL SHOWN ON PLANS. F F ITH E SHALL BE SHAPED WITH CEMENT MORTAR TO B PREVENT STAYONG OR POHDNG OF WATER N THE STRUCTURE. THE COST OF FURN HIND 13. THIS STANDARD IS INTENDED FOR USE 14 CURB AND CUTTER SITUATIONS ONLY. Itsc AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS 70 BE INCLUDED IN THE 80 14. STANDARD INLETS MAY BE CONSTRUCTED WITH PRICE FOR THE STRUCTURE. CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING a-M♦3. 1" 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR GREATER. FOR DETAILS SEE STANDARD ST-1. 15. THIS AREA MAY BE EARTHEN, IN WHICH CASE / THE EXPANSION JOINTS WILL APPLY ONLY TO = 6. THIS ITEM MAY BE PRECAST OR CAST-N-PLACE. CURB AND GUTTER. 4S' GRA E 7. 04 X 8" SMOOTH DOWELS AT APPROXIMATELY 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH 150 ± 7 IDs, coat ion it 12' C-C TO BE PLACED IN ALL AREAS ADJACENT (H) OF 5'-T' WITHOUT PIPES. THE AMOUNT TO ABUTTING CONCRETE TO PREVENT DISPLACED BY PIPES MUST BE DEDUCTED TO SETTLEMENT. OBTAIN TRU QUANTITIES. FOR (LETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. SECTION F-F SPECIFICATION STANDARD CURB DROP INLET sheat2afz REFERENCE 12"-24" PIPE: MAXIMUM DEPTH (H)m9' 233 302 VIRGINIA DEPARTMENT Or TRANSPORTATION 104.04 W J LO Q 0 N 0 + �� o co W W F- W }- W U) Cn 6 0 Z O � O C� c¢� U < 0 L.i- r Z Z y Z W _ _3N C] 0 LH_ CG-12 I GENERAL NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 1F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL O' THE ENGINEER. TYPE A 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP PERPENDICULAR FLOOR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. F RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. wpN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED 1' CENTER TO CENTER ALONG 1�BOTHSIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER 1'/2' 7777:Ty 6. CURBCURB AND GUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPSARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. PE B 7. BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DIRECTED PARALLEL AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY H SIDEWALK i XiPROPOSED. CROSSE A CURB CARD SS OF W ETHER SNIDE AL S E STING OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLMLS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BERND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE 12 1 MAX HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS `-~erg, (p .,• UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL -�~ 12t1 MAX � r.... ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS,-- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN AT )K , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS EDGE OF PAVEMENT PERPENDICULAR TO THE CURB. AT )K)K , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RNMCANNOT TYPE C ACCOMMODATE AFICOTHE MRDATRUCK TRAFFIC REFER TURNING C 3COMMECIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK i'RAFFIC)FOR CONCRETE DEPIrH. 10. WHEN CURB RAMPS ARE USED /N CONJUNCTION WITH A SHARED USE PATH, THE MiNNMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" 2.4" TRUNCATED DOME C-C O O fy O O 0 0 0 0 0 0 0 0 0 0 L 0 0 0 0 0 0 0 0 0 0 0 0 0 + v 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0_ y 0 0 0 0 0 0 0 0 O 0 0 0 0 0 0 m ' V 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O iV 0,2" `O 50/. 65Y. OF BASE DIAMETER 0 0 0 0 0 0 O O 0 0 O O O 0 O 2 O DI TE 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE r BASE DIAMETER ��PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL ;MEET 1 OF 4 CATON CC-12 DETECTABLE WARNING SURFACE SPErE REV. 7/05 GENERAL NOTES Los 203,05 1 VIRGiNIA DEPARTMENT OF TRANSPORTATION sot CC-12 A PERMISSIBLE CONSTRUCTION JOINT 4, D, /-#5 DOWELS, 8" LONG a 12" C-C - WN, �V i N� ` 0:1 10:1 B MAX MAX B L 2' J TRUNCATED DOMES SEE SHEET IOF 4 FOR DETAILS A TYPICAL DESIGN BACK OF CURB 12:1 MAX. 48:1 MAX. 20.1 2 SECTION A -A Mi 4' R. -PERMISSIBLE CONSTRUCTION JOINT 4' , SECTION B-B 1 10:1 MAX) 10-.1 MAX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET I OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL Ne BE PROVIDED WIT14IN 3 CRSSWALKKD AREA 3 In Y 0 =o CROSSWALK � � C OK TYPICAL PLACEMENT OSSWAL TYPICAL PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDER SIDEWALK. LANDING (48" WIDE) REQUIRED AT TOP OF CURB RAP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION.15 FEET FOR ALTERATIONS. SHEET 2 OF 4 SITCrICATKA WFERENM CG-12 DETECTABLE WARNING SURFACE 0z TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.05A CG-12 05 DOWELS, 8" LONG! AT 12" C-C -' I +t 5' MIN. BACK OF CURB 20 :1 12:1 MAX t� I (SEE TABLE)( A z 124 MAX n �� B \—TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS ROADWAY CUR13 SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE= FOR GENERAL. NOTES ON Tl# DETECTABLE WARNING SURFACE, SEE SHEET 1 OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MIN'MUM RAMP LENGTH N FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 B 12 5 10 15 6 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WiTHIN CROSSWALK y:•�-"" 5MIN A 4.SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA SHEET 3 OF 41 SK{.F�F]tE1! EK ft CC-12 DETECTABLE WARNING SURFACE f 02 TYPE B (PARALLEL_) APPLICATION REV. 7/05 VIRGIMLA DEPARTMENT OF TRANSPORTATION 203.06 CC-12 A 1 I PERMISSIBLE CONST. 5' MIN. + JOINT 6. A -. *J TRUNCATED DOMES SEE SHEET 1OF 4 FOR DETAILS TANGENT PLAN STD. CG-2 2'-0" 1 BACK OF CUR 12 = 1 4a: 1 MAX. 20 r 1 48: 1 MAX_ 2' MN. SECTION A - A NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 10F 4. TYPE C PARALLEL & PERPENDICULAR APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 6" CURB 0 2 4 1 2 5 2 3 5 3 3 6 4 4 8 5 5 1 10 6 7 14 7 13 1 15 e 15 t5 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. T � u Y 3 0Cr. a U� ICROSSWALK� TYPICAL PLACEMENT AT INTERSECTION WITH BUFFER STRIP THE SELECTION OF CURB TYPE AND THE CONFIGURATION OF THE UTILITY STRIP MAY VARY TO MEET EXISTING FIELD CONDITIONS AND ROADWAY GEOMETRICS PROVIDING THE DIMIN510NS AND SLOPES ARE AS NOTED. 2" 12_1..�A�tr � �rA• ! AT iK , 2" HIGHER THAN EDGE OF PAVEMENT AT X )K , SAME AS TOP OF CURB THIS COMBINED (PARALLEL R PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" WIN. DIMENSIONS. THE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CG-12 DETECTABLE WARNING SURFACE �E" REV. 7/05 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 105 VIRCR41A DEPARTMENT OF TRANSPORTATION 502 203.07 INSERTABLE SHEET A86 P8.1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FALL ? TOP OF ML - y TOP OF FILL -� RO/ CROlM10 LAME Hjr CROUPP HLME� GROUND LINE H ` r♦rr rrrr rrrrr rrrr ��� rrr rri EARTH r♦r r tRoa( OR D•1? rr , rr UNYIELDING ,. r EARTH d d `� 0 7D/2 p/2 ' 4•' 012 L I B£DDNG 3 MATERIAL D I I BE x F�-D-+M x MN. 1/10 a. x �D 11-UATERIAL BEDDN I�ror T L T MATERIAL NR -rl X 0 '� X %M. z4„ FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE 1 INN. L5 It D YIN. L5 a 0 Mil. 1.5 t D WIN. 1 tt W t5 X D _ I MI1. 1'5 TOP Of f4 Ar-TOP OF FILL FILL TOP�OF FILL ����' •emu H + t �rrirrrrrrrirrX.i�rrJrerrrrrrrrr =-_ rrrrrr/rrrr/rr�♦rr D•n'�=- GROUN DL ,dd LINE J2- rrr�r✓ -- p2 EARTH 4MM11'TERL'I -ROCK OR r r b ING MN. t/ 14 D K D MM. V 10 0 TTX% ��' �D xLDIIG BEWING Ir JJ MATERIALFOUNDATION MATERIAL EARTH NORMAL EARTH FOUNDATION rOF H W i 2l„ ROCK FOUNDATION SOFT, YIELDING, OR OTHERWISE UNSUITABLE MATERIAL BEDOING MATIAIAL IN ACCORDANCE IMTH NOTES: SECTION 302 Of THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PiPE. TiNE LARIATS OF THE CLASS I BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL iN ACCORDANCE EXTENDED TO 11„ ABOVE THE TOP OF THE PIPE. WiTH SECTION 302 OF THE ROAD AND BRIDGE CIFICATIONS RA� µp �g p pp No OW r TfS bN SHUT 107.000 ii OF PA'! CULVERTS �H 4FT RI ACCOBRIDGRDNOCE SS SEMIETrfS GENERAL SECTION 2 R0� NO SPECIFICATIONS. ® EMBANKMENT SHEET 1OF 4 1KCMT=INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "All W2 REV. 7/05 303 VRGINIA DEPARTLENIT OF TRANSPORTATION 107A1 PB•1 INSERTABLE SHEET A151 GENERAL 1. METHOD "A" PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE NE04T OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FLASHED GRADE. w' 3, b EXCAVATION DEPTH AS SHOWN ON PLAINS OR TO FiRM BEARING SOIL. CIRCULAR PIPE 1. D OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. X 12" WHERE d IS LESS THIN 36". X 16" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY eE ELIMNATEO FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15'OR LESS. 5. REG" BACKFILL MATERIIA. MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE (EXCEPT PLASTIC PIPE) 30" AND LESS N 04AMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE EL61 NATED FOR SHOULDER SLOT INLET (DI-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. St OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 • INSIDE SPAN DIMENSION OF PPE. 3. R - OUTSIDE RISE DIMENSION OF PIPE. 4. X - WIDTH OF CLASS IBACKFEL MATERIAL BEYOND THE EXTREMITY OF THE PPE. X 12" WHERE S2 IS LESS THAN 36". X 18" WHERE 52 IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMN ATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. 6. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTES ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND HEIGHT OF COVER 15'OR LESS. PIPE ARCH 1. S SPIN DIMENSION OF PIPE, 2. R RISE DWNSION OF PPE. 3. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. X • WIDTH OF CLASS iBACKFI.L MATERIAL BEYOND THE EXTREMITY OF THE PiPE. Xx • 12" WHERE S2 15 LESS THAN 36". X - 18" WHERE S2 15 36" AND GREATER 5' WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY BE ELMANATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS, 6• REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND HEIGHT OF COVER 15'OR LESS. INSTALLATION OF PIPE CULVERTS AND STORM SEWERS NNEW.1/04 GENERAL NOTES 3D2 107.00 VRGMA DEPARTMENT OF TRANSPORTATION 303 2003 Edition Page 2B-1 CHAPTER 2B. REGULATORY SIGNS Section 213.01 Application of Regulatory Sims Standard: Regulatory signs shall be used to inform road users of selected traffic laws or regulations and indicate the applicability of the legal requirements. Regulatory signs shall be Installed at or near where the regulations apply. The signs shall clearly indicate the requirements imposed by the regulations and shall be designed and installed to provide adequate visibility and legibility in order to obtain compliance. Regulatory signs shall be retroreflective or illuminated to show the same shape and similar color by both day and night, unless specifically stated otherwise in the text discussion of a particular sign or group of signs (see Section 2A.08). The requirements for sign Illumination shall not be considered to be satisfied by street, highway, or strobe lighting. Section 21B.02 Drgiign of Regulatory Shms Support: Most regulatory signs are rectangular, with the longer dimension vertical. The shapes and colors of regulatory signs are listed in Tables 2A-3 and 2A-4, respectively. Exceptions are specifically noted in the following Sections. The use of educational plaques to supplement symbol signs is described in Section 2A.13. Guidance: Changeable message signs displaying a regulatory message incorporating a prohibitory message that includes a red circle and slash on a static sign should display a red symbol that approximates the same red circle and slash as closely as possible. Section 213.03 Size of ReEulatorySign_s Standard: The sizes for regulatory signs shall be as shown in Table 21B-1. Guidance: The Freeway and Expressway sizes should be used for higher -speed applications to provide larger signs for increased visibility and recognition. Option: The Minimum size may be used on low -speed roadways where the reduced legend size would be adequate for the regulation or where physical conditions preclude the use of the other sizes. The Oversized size may be used for those special applications where speed, volume, or other factors result in conditions where increased emphasis, improved recognition, or increased legibility would be desirable. Signs larger than those shown in Table 2B-I may be used (see Section 2A.12). Section 211.04 STOP Sign (R1-1) Standard: When a sign is used to Indicate that traffic is always required to stop, a STOP (R14) sign (see Figure 211.1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background. Secondary legends shall not be used on STOP sign faces. If appropriate, a supplemental plaque (111-3 or R1 4) shall be used to display a secondary legend. Such plaques (see Figure 211-1) shall have a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an Intersection is three or more, the numeral on the supplemental plaque, if used, shall correspond to the actual number of legs controlled by STOP signs. At Intersections where all approaches are controlled by STOP signs (see Section 213.07), a supplemental. plaque (R1-3 or R14) shall be mounted below each STOP sign, Option: The ALL WAY (11I-4) supplemental plaque maybe used instead of the 4-WAY (R1-3) supplemental plaque. Support: The design and application of Stop Beacons are described in Section 4K.05. PM-3 (URN LAN- AIRRCWS lum crroNs eQsired in nr o�dunce with IFa 'atu•rrg,unlaas othn-wee dre_Led by the Engineer. TURN LANE LE1,43TII Arrow Ioculed at b}g'nninq of Itdlwicth turr Ion 301' o' !cn er 3 mt sirs 1 Arrow tocuted ut m•ppcinl of fu1 width turn lone. g' 1 prow locatod 50'bock from tIophnr or and c f lorwe firm t Arrow locoted of beyirm';q of f.,lwulth hrro Lane. 3DD'or less 2 crrc-N { i Arrow located 5D'buck Irom atnnhn• or eni of tnre. line. Stop g0li9 ye Loh line at the bcrp--.ring Xt• W^,;m SkiP Iinu .� of the rodim. - 30' Spo'cini3 Br,:tcr, c` orru. ul beginr'.ng of I" width tarn Irmo. DETAII_ FOR LOCAkON OF EDGE _INES ON CJR8 SLC rIONS 0" ROAG1h'AY (NO GUTT=R) C_ t t No edge I;ne required heye curb and a':ters p'esent unless ineiroted b-t :he ICI Enyinrer �, 4 SCCL 214.01 to 2B.04 SKIPS TMJ (ones: use X)' sk Ps ! 30' spucinq. Irarr itionn mere thon 100 .rse r i6 skips 2003 Edition Page 2B-1 CHAPTER 2B. REGULATORY SIGNS Section 2B.01 Application of Regulatory Sierts Standard: Regulatory signs shall be used to inform road users of selected traffic laws or regulations and indicate the applicability of the legal requirements. Regulatory signs shall be installed at or near where the regulations apply, The signs shall clearly indicate the requirements imposed by the regulations and shall be designed and installed to provide adequate visibility and legibility in order to obtain compliance. Regulatory signs shall be retroreflective or illuminated to show the same shape and similar color by both day and night, unless specifically stated otherwise in the text discussion of a particular sign or group of signs (see Section 2A.08). The requirements for sign illumination shall not be considered to be satisfied by street, highway, or strobe Ilghting. Section 2B.02 Design of Regulatory Simms Support: Most regulatory signs are rectangular, with the longer dimension vertical. The shapes and colors of regulatory signs are listed in Tables 2A-3 and 2A-4, respectively. Exceptions are specifically noted in the following Sections, The use of educational plaques to supplement symbol signs is described in Section 2A.13. Guidance: Changeable message signs displaying a regulatory message incorporating a prohibitory message that includes a red circle and slash on a static sign should display a red symbol that approximates the same red circle and slash as closely as possible. Section 211.03 Size 9f Ltegulatgry 51y Standard: The sizes for regulatory signs shall be as shown in Table 28-1. gn r3' gn Guidance: The Freeway and Expressway sizes should be used for higher -speed applications to provide larger signs for increased visibility and recognition. Option: The Minimum size may be used on low -speed roadways where the reduced legend size would be adequate for the regulation or where physical conditions preclude the use of the other sizes. The Oversized size may be used for those special applications where speed, volume, or other factors result in conditions where increased emphasis, improved recognition, or increased legibility would he desirable. Signs larger than those Shown in Table 2B-1 may be used (see Section 2A.12). Section 213.04 STOP Sign (RIA) Standard: When a sign Is used to Indicate that traffic is always required to stop, a STOP (RI-1) sign (see Figure 2B-1) shall be used. The STOP sign shall be an octagon with a white legend and border on a red background, Secondary legends shall not be used on STOP sign faces. If appropriate, a supplemental plaque (R1-3 or R14) shall be used to display a secondary legend. Such plaques (.see Figure 213-1) shall have a white legend and border on a red background. If the number of approach legs controlled by STOP signs at an intersection is three or more, the numeral on the supplemental plaque, If used, shall correspond to the actual number of legs controlled by STOP signs. At intersections where all approaches are controlled by STOP signs (see Section 2B.07), a supplemental plaque (RI-3 or R14) shall be mounted below each STOP sign. Option: The ALL WAY (RI-4) supplemental plaque maybe used instead of the 4-WAY (R1-3) supplemental plaque. Support: The design and application of Stop Beacons are described in Section 4K.05. No edge me required where cteb and miller= tmlosn 4XSLoted by the Enyinel'. Slop bars. it redtArnd 'c-,, the E-goteer, sn011 be o Mtwnum of 4'Ir onvonce o1 the Cr OSSA01k. In !^r nhsence of u tnorked crosnonik, the step tor sholtbc c r-'rtirnam of 4'cr4 o moxim,rr of 33' n odvalse of the nenres: edge of ttte ntterse.Vno rood,%oy. Stopbors shuRbe 2 in width. Arrows shcKoe in occordGnCe nitn 'he "rrderd MUTCD. Spotting beteeen double sad yelluw F'.e$ %holbe 4" TYPICAL__ PAVED __N_1 MARKING 1-0Lt UNSIGNAI_I C:) IN i .RSef,TION`� VIRGIiIA CE-1ARTM0.I OF TRANSPORTATION Sect.2B.01 to 213.04 mom . ••444444, • • • • tt +a■ r • tr r♦r Z _mil a. U N 0- LLJImo- O �. V t/i _ Z LLJ ) 0) r- � tY 4)C:)V a) iv N U _ U F- Cn 0 0 U) N (� o I- O CC3 rn C) �+ 'C > w F N a 'C co � U) M W C/) Q a v � N = (n w N O atj d N In O -1 Z W V C i N U) CL) CO Ov Q (21 �,,.� •� �+ N CO N O O LiJ to fn (n • r.-i 5 > N (ri t� W U •` °, r. L. Q) rrD N •- O C ui -L, Z (v 0 Q) 1 ^ ..,ILJ a} tT a U-1 2003 Edition Page 3B-25 Option: The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red. Standard: If raised pavement markers are used to substitute for broken line markings, a group of three to five markers equally spaced at a distance no greater than N/8 (see Section 313.11) shall be used. If N is other than 12 m (40 ft), the markers shall be equally spaced over the line segment length (at 1/2 points for 3 markers, at 113 points for 4 markers, and at 1/4 points for 5 markers), At least one retroreflective or internally Illuminated marker per group shall be used or a retroreflective or internally Illuminated marker shall be Installed midway in each gap between successive groups of nonretroreflective markers. When raised pavement markers substitute for solid lane line markings, the markers shall be equally spaced at no greater than N/4, with retroreflective or internally illuminated units at a spacing no greater than N/2. Guidance: Raised pavement markers should not substitute for right edge line markings. Standard: When raised pavement markers substitute for dotted lines, they shall be spaced at no greater than N/4, with not less than one raised pavement marker per dotted line. At least one raised marker every N shall be retroreflective or internally illuminated. Option: When substituting for wide lines, raised pavement markers may be placed laterally adjacent to each other to simulate the width of the line. Section 31315 Transverse Markings Standard: Transverse markings, which include shoulder markings, word and symbol markings, stop lines, yield lines, crosswalk lines, speed measurement markings, speed hump markings, parking space markings, and others, shall be white unless otherwise specified herein. Guidance: Because of the low approach angle at which pavement markings are viewed, transverse lines should be proportioned to provide visibility equal to that of longitudinal tines. Standard: Pavement marking letters, numerals, and symbols shall be installed in accordance with the Pavement Markings chapter of the "Standard Highway Signs" book (see Section 1A.11). Section 311-16 Stop and Yield Lines Standard: If used, stop lines shall consist of solid white lines extending across approach lanes to indicate the point at which the stop is intended or required to be made. If used, yield lines (see Figure 3B-14) shall consist of a row of solid white Isosceles triangles pointing toward approaching vehicles extending across approach lanes to Indicate the point at which the yield is Intended or required to be made. Guidance: Stop lines should be 300 to 600 mm (12 to 24 in) wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in compliance with a STOP (RI -1) sign, traffic control signal, or some other traffic control device, except YIELD signs. The individual triangles comprising the yield line should have a base of 300 to 600 mm (12 to 24 in) wide and a height equal to 1.5 times the base. The space between the triangles should be 75 to 300 mm (3 to 12 in). Option: Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (R1-2) sign or a Yield Here to Pedestrians (RI-5 or R1-5a) sign. Sect. H.14 to 3B.I6 W J F r� g _Z 25 i>r Z tt>o U Y rtttttt� V W t U W X O C- Z Lo 0 O h Q 0 Z Q W 1- U) to U) O �p Z r 0 Q0 0 U cc G O Z Z Ld zUJ W 2 -.-N C4 0 0 LL. 'r