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Home My WebLink About35-05 Tulane Drive Inn & Stes. - Hotel - Shawnee - BackfileCONSTRUCTION NOTES IM en, I 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 r inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authorityy 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 begins. Parked vehicles materials posted as construction and staging of construction are within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. prohibited LOCAL UTILITIES City of Winchester Dept. of Public Utilities CITY OF WINCHESTER Rouss City Hall 15 North Cameron St. 1. Water and sewer lines are to be constructed in accordance with these plans and specifications and Winchester, Virginia 22601 shall additionally meet all requirements of the City of Winchester. The contractor shall coordinate with (540) 667-1815 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 Power inspector may require. 3463 Valley Pike la. 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 Hillandale Lane 1c. Should maintenance of water or sewer lines within existing Winchester, Virginia 22602 (540) 665-3156 P.O.C. Larry Willingham easements require disturbance of proposed improvements, the owner is responsible for repair of those iterns. Ad1039 Cable 2. Temporary termination of sewer lines shall be plugged watertight. The end of the line shall be marked 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 shall be painted green, and the cut depth to the line invert shall be shown. (540) 667-0364 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) 869-1111 P.O.C. Tim Hackman 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 comply 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 2% of 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 agency in accordance with VDOT Road and Bridge Specifications. Certified copies 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 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 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 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 VTM-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 V11. All water and sewer lines within existing or proposed VDOT right-of-way shall hove 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 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 jM w-9 t(9f4%-!-9AWLW4- Vicinity Map Scale 1 "= 1 W MAY 31, 2005 REVISED: SEPTEMBER 22, 2005 REVISED: DECEMBER 16, 2005 Pa t t o n Engineers. H a r r i s Surveyors. PHRA Rust & Associ a tes,pc Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 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 COVER SHEET 2 SITE DEVELOPMENT PLAN 3 GRADING & EROSION & SEDIMENT CONTROL PLAN 4 SITE LIGHTING & LANDSCAPING PLAN 5 STORM & LITILITY 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 E-rosion and Sediment Control Plan must be kept on site at all times and shown on request. 5. If the contractor fci°s 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 am 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 OWNER/DEVELOPER. BURLINGTION, LLC BIPIN PATEL 150 WINGATE DR. WINCHESTER, VA 22601 PH # 540-678-4283 01 old A. Mislowsky Jrz o CERTIFlCA NO. - U jZ i�� A R GIST RED PR FESSIONAL 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. 8. 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 ARE 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. Approved by Frederick County Zoning Administrator L Date Date Date Z?/Jke-1f 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 I of 7 1 I ! ,r: �' PREVENTOR REMOVED AND ,.� J 1 CAPPED AT MAIN M&M EX CUR TAPPING"'SLEEVE AND VALVE • pO � try \ 5?,, r? k r o _ a �; (;, ,�'� h •P \ IN-N 01�lfflv I{ h � OWN 0,A a► �,B 1®IIIIIIII•00M iWAli a ■ i `t .J r; , Rr;N i z _ D do m m c x luM I r*t PIA 61 A - O , \J - ' r G o hcn I N , "m I 1-F S Y s R , � ? 10 Ar SEWER LATERAL @ 2% ,�f / / ,_ p r A CONC S/W n GANG Boa :__ Cn v PROVIDE 4'x2' REDUCER ( .� � m I f El o p CANOPY 14' r. ry CO ao - `0- Z PROP MANHOLE ER LINE ES � -L. �` r, .Y `` / - - ° 2sso. I CLEAR HEIGHT t U RTM=717.50 �2 h O P Fb.C. EX, SEW LINE T❑ a INV ❑UT=713.70 g <y aR . . - 1-45" EL ? - -. - BE;>I>REMgVED _ _ :IN_ (4) AT BENCIH-7-14.37 . _. - ...... 1 2 WA L _. _, INV IN T B NC IH 714 37 E 1 2 METER -_: 4• 6 FI E SERVICE AXIS FOUID CONTRACTOR TO COORDINATE c 71 INSPECTION OF EX. SEW LINE WITH SAN. SEW. ev v INVERT AT 18 0 9.00' M = CITY INSPECTOR. REPAIR OR ESM'T 12"x8" TAPPINGi04 1-90' p i GAR GE WALL=708.0 _ REPLACE AS NECESSARY SLEEVE AND VALVE1-6"SEDUCE ' G _s �> -- DSEC�76 'FOR-y TE � a RETAINING WALL THE CONTRACTOR 3 -. 1-6" VALVE' AREA = 13,010 SF SEE DETAIL SHEET 6 TO SPOT DIG AND " 1-8 z6 TEE c co : FF ELEV. = 715.00 ro a 6 ARD B 6 OPAQUE BLOCK WALL VERIFY THE SIZE OF v -G; VALVE I - GARAGE FLOOR ELEV. 706.00' �' 10" TRENCH "' ON ARD ON PROPERTY LOCATED LINE THE MAIN BEFORE z fj Q o ;' I L,. �., 100 ROOMS WITH NO MEETING ROOMS o DRAIN W/8^ DISCHARGE SWI ING ORDERING THE c� j �� OR RESTAURANT FACILITIES S TAPPING SLEEVE �o oo f TER110 �N- IR-P 1N PAGES RGATE EQ ' AND VALVE r ' 9.00' DUMF TER PAD , 18 -- > DUPLEX SUMP PUMP P y 50 0' LOW WATER LEVEL (PUMP OFF)=702.5 I f LEAD PUMP ON=703.5 ,v E D 1 5 ROOF LAG PUMP ON=704.5 DRA N _' a 8 " INLINE __ _ 8" INLINE , T. T.I.R. 8" INLIN HW ALARM-7 5.5 � l "� .n 6" CPP DRAIN s" CPP DRAIN I I s" CPP _.. DRAIN _ DISCHARGE ELEVATION 708.5 100 YEAR STORM FLOW=0.92 CFS=413 GPM S 26'57'23" W 300.00' ESTIMATE OF DISCHARGE HEAD=9.2 FT. 0 413 GPM - M&M EX CURB PROP. ACCESS ESMi _ _ CONNECT TO SEWER _ - 6' OPAQUE .BLOCK_ PROP _4"_ SEWER =3 FT, 210 GPM ONE PUMP ON ( ) ;:EX--4-'- FORCE MAIN AND RELOCATE WALL LOCATED INSIDE FORCE MAIN -_ OF PROPERTY LINE PUMPS SIZED FOR TWO PUMP ON CONDITION AT 210 GPM @ 9.2'TDH CR, 41FMCSC.4ZF 20 10 O 20 40 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(7) Type 1 706.40 705.80 43 15 1.37 CPP 2 707.12 706.60 52 15 1.00 CPP 3 708.26 707.32 1 190 1 15 0.50 CPP 4 708.51 708.46 11 15 0.50 CPP 5 707.90 706.87 103 15 1 1. GO CPP All CPP Culverts to be Grumpler Smooth Core or equivalent Storm Inlet Summary Str. No. Inv, In Inv, Out Top Elv. Type Throat 1 706.60 * 706.40 712.50 DI-1 -- 2 707.32 707.12 713.10 DI-1 -- 3 708.46 ** 708.26 713.25 DI-1 -- 4 -- 708.50 713.50 DI-2B 6 5 -- 707.90 712.00 DI-1 -- * 8" INV. IN=708.00 ** 2" INV. IN=710.00 BUILDING DESIGN: ARCHITECT TO VERIFY FIRE RATING REQUIRED FOR BUILDING WALLS CLOSER THAN 10' TO PROPERTY LINE. ARCHITECT TO VERIFY BUILDING HEIGHT DOES NOT EXCEED THE 60 FT. MAXIMUM HEIGHT ALLOWED. ( IN FEET ) 1 inch = 20 ft. NOTE: ALL EXISTING ONSITE STRUCTURES, CURB, AND ASHPHALT TO BE REMOVED. I� I� U.S. ROUTE 50 r I EX. EDGE OF --- law VWT CC-7 &W 219 1 IT BfWO affix of crag U. S. ROUTE 50 CURB AND GUTTER PROJECT SUMMARY 0 TAX IDENTIFICATION NUMBER 64A-4-1 EXISTING PARCEL AREA 1.416 ACRES DEVELOPED PARCEL AREA 1.416 ACRES °d ZONING B2 ADDRESS 1055 MILLWOOD PIKE CURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 1.4 ACRES c SETBACKS REQUIRED PROVIDED FRONT (RTE. 50) 50' 54.67' o 0 0 FRONT (TULANE DRIVE) 35' 98.93' c� c i H SIDE N/A 9.62' __1� p REAR N/A 50.00' `l' 0') PARKING 5' 5.00' BUILDING HEIGHT 60' (MAX.) 58' GROUND FLOOR AREA 13,010 SQ.FT. NUMBER OF STORIES 6 V) z FAR ALLOWED 1 w z Uj W FAR PROVIDED 0,21 Mi MINIMUM LANDSCAPED AREA 0.21 AC. (15%) o o LANDSCAPED AREA PROVIDED 0.32 AC. (22.7) 7 O PARKING REQUIRED PROVIDED o w w STANDARD SPACES (1/ROOM) 100 102 0 C-D ¢ CD ¢ U HANDICAP SPACES 5 5 o n o TOTAL SPACES PROVIDED 0 102 cn cn cn LOADING SPACES 2 2 Uj 0!: Uj Ld PARKING LANDSCAPING a PAVEMENT AREA 32,575 S.F. Q Q PAVEMENT TREES REQUIRED 16.3 0 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 17 INTERIOR TREES REQUIRED 6.6 0 1/10 SPACES INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 22.9 z TOTAL TREES PROVIDED 24 PARKING LOT LANDSCAPING REQ'D. 1,629 SO, FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 1,700 SQ.FT.(+/-) 0 5% NOTES: 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. 7. ALL UTILITIES TO BE PLACED UNDERGROUND 8.IBC SECTION 1107.5.4 AND ICC/ANSI A117.1-98 COVERS THE ACCESSIBILITY 2" SM12.5A REQUIREMENTS FOR USE GROUP R. MORE THAN 20 UNITS 27. SHALL BE TYPE A 8" VOOT 21 B UNITS. 9.INN & SUITES SHALL COMPLY PATH THE VIRGINIA UNIFORM STATEWIDE BUILDING WELL COMPACTED SUBGRADE 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 REWIRED UNDER CHAPTER 17 IBC. (SOILS, CONCRETE, WELDS, BOLTS ETC.) 10. 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. STANDARD PAVEMENT SECTION S E AUTOMATIC ARE 12. SECTION903.2 8 OFTHE VU SBC SHALL ADDRESS TH 2 SUPPRESSION SYSTEMS FOR THIS TYPE BUILDING AND SECTION 601 OF THE Not to Scale 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 3" BM25.0 MIN. EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 14.AH OUTDOOR LIGHTING SHOULD BE SHOEBOX TYPE TO PREVENT LIGHT 8" VOOT 218 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 A 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 OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED HEAVY PAVEMENT SECTION 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. 2' GRASS SHOULDER FROM BACK OF CURB or TULANEDRNoE U SAWCUT EDGE WIDENING o �� PROVIDE TACKCOAT VARIES �� C, EX. EDGE OF PAVEMENT 1.5" SM-12.5A VDOT CG-6 J" BM-25 8" 21-B WELL COMPACTED SUBGRADE EXTEND 219 CRO55 SLOPE= 1/4' 1 " 1 FT. BEYOND BACK UNLESS OTHERWISE NOTED OF CURB TULANEDRIVE WIDENING TRIP GENERATION ITE, 6THEDI71ON ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 618 T.P.D. ITE CODE 312 BUSINESS HOTEL AT 85% 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 AN PARKING SPACES (NUMBER) . . . . . . . . . . . . . . . PROPOSED CURB & GUTTER • • • • . • • • • • • • . . PROPOSED CURB & REVERSE GUTTER • • - - - • • • • • - . TRANSITION BETWEEN REGULAR & REVERSE CURB - -_ .,... , ....: . PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) PROPOSED HEAVY DUTY PAVED AREA(8' 216/3' 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 . . . . . . . . . . . . . . . . . ---aw EXISTING WATER MAIN . . . . . . . . . . . . . . . . . . . ---- PROPOSED FIRE HYDRANT• • • • • . . . . PROPOSED GATE VALVE & BOX . . . . . . . . . . . . . . 04 wi EXISTING SAN. SEWER AND MANHOLE . . . . . . . . . . . • -0----- PROPOSED SAN. SEWER AND MANHOLE • • • - - • • - - . • • -jss Nj •- -iSSI- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • • • • E PROPOSED UNDERGROUND TELEPHONE SERVICE . . • • . • • • • T PROPOSED GAS SERVICE . . . . . . . . . . . . . . . . G RG 1 N I ,q to 0 W Ln Q O 04 I+ w� O N w Q W N f z p Q U U CC L O rr Z Z Y z n 3 WLjt0 0 U L_I- - INV. (718.34) - - �� - •�� -- µ C�oo�0 gv\�0APR a�\OQ F00 �g1 k S�O�FE 3NN, INC. PHI & 6YPR Q S USTRIA S 0.3 LOT BZ INp ZONERC1pt & , COM USA• - SSE \ �o�,�C� rLtj� k `Q 1, - OC 4 -� GRATE 714.16 J INV.=706.76 7115. Uj a. C ®r O ®0. 1 LU � cn {�- m CEX GRATE (711.� �Q 0 > INV.=705. V LtJ C6 W /P c1i �GQ ^ M{,•T & MATCH EX.-) /CURB, PROVIDE INV.=704.85 SAW CUT EDGE W RIM=712.39 J INV.=i4.77 V 1 OQ�I N� Q v C) ow L y II J r00 I I �o 110 J CO d Im Iv Q v � c CL ,. 6z� L-4 710.7 ' a I� v Q LILJ (MEET & MATCH EX, CURB. PROVIDE I ISAW CUT EDGE 71 � GRATE (713.95) A j 1 INV.=711.25 71 ' a / ' x �' 4.4 Q .•t J 1 � 714.1 Ems, •' s �� ....- \ MEET & MATCH EX. CURB.>f714 0 PROVIDE SAW CUT EpGE TYPE 1 ... , o . PIN 64A-4-1 1 F WMV INVESTMEN S DB 716\ PG 1.4160 S ' 715.20 . oj c3 ONED: 13.85 1 .. 45 � 16.0 ZONED: 62 ,GRAPH/CSCWIF 20 10 0 20 40 1N FEET ) 1 inch = 20 ft. II �5 L1104'l oa \�\ F i PIN 64A-2-13 SF I RUIN C. FLEET and SF 7/5 ; M1LDRED A. FLEET / \ Q. 3874 ACRES (LOT 7.�\- COLLEGE PARK) RP C � US�i RESIDENTIAL .,,1 ) / _emu 2 I WPP 1 I 11 Ju- (LOT12- L RK) lD< RI L Of \` PIN 64A -2-11 HARL EY N. OA TES, SR and MAROUETTA L. OA TES DB 470 PG 267 (LOT 11 - COLLEGE PARK) ZONED: S2 USE- RESIDENTIAL EX. SAN_SEWER (PRIVATE) PIN 64A-2-10 RA YMOND M. KACKLEY (L OT 10 - COLLEGE PARK) OC ZONED.• B2 USE: RESIDENTIAL DUPLEX SUMP PUMP LOW WATER LEVEL (PUMP OFF)=702.5 LEAD PUMP ON=703.5 LAG PUMP ON=704.5 HW ALARM=705.5 DISCHARGE ELEVATION=708.5 100 YEAR STORM FLOW=0.92 CFS=413 GPM 7-25 ESTIMATE OF DISCHARGE HEAD=9.2 FT. @ 413 G =3 FT, © 210 GPM PUMPS SIZED FOR TWO PUMP ON CONDITION AT Permanent Stabilization) All disturbed areas not paved shall receive a min. 6 In, topsoil and be seeded as follows+ 200 lbs 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 • • • • • 0 PROPOSED STORM DRAINAGE & STRUCTURE • - PROPOSED CURB & GUTTER • • • • • • • DRAINAGE FLOW • . . . . . . . . . . . . . EXISTING GRADE . . . . . . . . . . . . . '>o �- PROPOSED GRADE . . . . . . . . . . . . . PROPOSED EASEMENT AREA . • • • • • • • . PROPOSED SILT FENCE • • • • • • • • • • • SF CONSTRUCTION ENTRANCE • • • • • • • • • • Q _ INLET PROTECTION • - • • • • • • • • �O LIMITS OF CLEARING . . . . . . . . ._ DRAINAGE DIVIDES • • • • • • • • • • Culvert Summary Culvert Inv. In Inv. Out 0) D(in.) S(%) Type 1 706.40 705.80 43 15 1.37 CPP 2 707.12 706.60 52 15 1.00 CPP 3 708.26 707.32 190 15 0.50 CPP 4 708.51 708.46 11 15 0.50 CPP 5 707.90 1 706.87 1 103 1 15 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 Throat 1 706.60 706.40 712.50 DI-1 -- 2 707.32 707.12 713.10 DI-1 -- 3 708.46 ** 708.26 713.25 DI-1 -- 4 -- 708.50 1 713.50 DI-2B 6 5 -- 707.90 712.00 DI-1 -- 8• INV. IN=708.00 * 2' INV. IN=710.00 CONSTRUCTION OF A SILT PENCE (l i7TH WIRE SUPPORT) 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. i FLO A 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC ��Ii l ,OTIR( R- Adantpd fmm Tm4allatinn of S'trinr and Fabric 115111pr Ramarc for Sediment Control andtl* CONSTRUCTIONSTONE f II: `II II II II • .�;�r�r�r�rlr.�r•�'!t! �i�r.�r�r�r! fir!»t�r�i�rlr�r+r�ii u=a=u_B=n FILTER .. (. • UVASHRACK SIDE ELEVATION EXISTING GROUND 10, MIN. (OPTIONAL) �=„=n=c=.y �r..r•. .ter ..x•.r..x..x. .t�t� MI EXISTING PAVEMENT r \f' , c� .. TRAPPING DEVICE MUST EXTEND INGRESS AND EGRESS OPERATIONOF rILTU SECTION REINFORCIED..•.'BRAIN SECTION B-B `x '' • 1 71 U,: .' �l! L! L ... d'c-dJ • V WP 1 1 co U) W W Mi :a U CUO Z U U w w a a U N 0 0 0 � � 0 0 Q Q GRAVELBLOCK AND D.O. INLET BLOCKSEDIMENT FIL TER WIRE SCREEN CONCRETE GRAVEL FILTER WIRE SCREEN FILTERED WATER OVERFLOW _ RUNOFF WATER IL SEDIMENT -Vill DROP INLET WITH GATE SEDIMa __I SPECIFIC• THIS METHOD OF HUM PROTECTION IS APPLICABLE WHERE HEAVY FLOWSEXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING 1 AROUND THE GRAVEL SHALL BE /• OR #5 COARSE V) 0 u. 0 N • .-+ 4) O ¢ - a) Cj V1 •v CL N a3 _IyJ� C 70 cu � MW (_V a V _ CV O -1 2 'badr` U) � C CO) � 8 �oi c W a �_ L0 Ln U •,;, °, • L a) S ) O t� iT • !"'I O. w SOURCE: VA. DSWC PLATE. 3.07-3 GRAVEL CURB INLBT S1�DIKRNT FILTER GRAVEL FILTER 1 �1 RUNOFF WATER •i? �� ,•►.Itaj a• a ,► j'*: . Ill)== Itu!_=uu �` ullllilll[ Ililll�illlll �Iillll C SEDIMENT CONCRETE GUTTER SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INIXM 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 #3, #357 OR 5 COARSE AGGREGATE. SOURCE: VA- DSWC I� F v W 0 W d Cf) g �3 a z Z - 0 Q W W W Z 11- R Q O 0 N LL- O >+N a y_ W W Ld Q 0 = 0 o (f) PLATE 3.07-8 z W a 0 O to zW 0 0 c� 0 c cc r Z z U _ �N 0 U I.A. V- N NOT TO SGILE DETAIL A CATEGORY "B" ZONING BUFFER KITH LANDSCAPE SCREENING 40' 4W EASTERN RED CELIZR OR 10' O OMEZ 10' 10' 10' L8' #N.HDW AT PLANTING 2' 3' 3' 2' 3' 2' 2' 1 3' 2' 3' 1 3' 2' S 2' 2' 3' RED AURf OR LITTLE• LMF LINDEN a 0. CALIPER) 6' OPAOUE FENCE RECU/RED AS SHOWN ON PLAN 01 � W__A L LENGTH OF SCREEN 165 FT TREES REQUIRED, .3/10 FT= 26 1/3 DECIDUOUS = ,Q 2/3 EVERGREEN = 17 PROVIDE. 5 LEYLANO CYPRESS 4 EASTERN RED CEDER $ RED MAPLE 2. 0 - CALIPER - L177ZE LEAF LINDEN 2.0" CALIPER (/NFEET) 1 inch = 20 ft. CATEGORY DETAIL B ZONING BUFFER WITH LANDSCAPE SCREENING AU EASTERN RED CEW OR LDUV,9 CYRESS 48' A//N. HEVI/T AT PLANTING NOT TO U1 LENGTH OF SCREEN 105 fT TREES REOUIRED, 2110 FT= 21 PRO VIDE LQ LEnAND CYPRESS 71 EASTERN RED CEDER SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED 13 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 0 1'-6' O.C. OFF SITE TIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED EDGES HAND RUB FINISH ON — SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. � FACE OF 3'-0" CURB GRADE 8' GALVANIZED GROUND ROD. BOND TO POLE. #3 STEEL REINFORCEMENT TIES 0 V-6' O.C. #4 STEEL REINFORCEMENT BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT S17E PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S I RECOMMENDATION. III I 1'-8' 0 CONCRETE BASE I I I I P.V.C. CONDUIT AT 2'-6' II BELOW GRADE TO PANEL NOTE: ALL UNDERGROUND WIRING II TO BE IN NON-METALLIC CONDUIT t �,-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL + LTTHONIA KAD 40OW MH 4—FIXTURE MOUNTING HOGHT-20' aL LITHONIA KAD 40OW MH 34IXiURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHAM BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF —SITE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket W w C Z " `) a W W LLJ w LIJ p (n V)LLJ LLI 0 0 Q Q DO NOT prune terminal leader or branch tips I / Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backfill soil - - Qa: • Partially backfill, water to Widen and score hole wall . .:�. .. ..., _- ;.� settle soil, finish backfilling Area for water drainage Remove container and cut circling Leave solid soil pedestal - do roots if container -grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PMNG SPACING QUANTITY p PIN OAK 2' CAL. 0 6" HIGH AS SHOWN 12 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 14 ID DOGWOOD 2' CAL 0 6' HIGH AS SHOWN 3 HETZ HOLLY 3 GAL. CONTNNER, 36' HWIT 3' O.C. 85 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 SO. FT. FERTILI7ATION 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 SO. FT. MAINTENANCE OF LANDSCAPE NOTE: ALL LANDSCAPED AREA SHALL BE MAINTAINED IN GOOD CONDITION BY OWNER. ALL LANDSCAPED AREA PLANTINGS SHALL CONFORM WITH 165-36B OF THE FREDERICK COUNTY 70NING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. R 1NrA-" a` � t o v _ = N � Cn V u. ZO O'er c0v U) U) O �Q Ct1 •O o N co CI rn ?' c _IJ !�: M_ CD .2V �' N O t` to �C� L j N W L Nr � W 0 '� W cc: r, �_ to to 4-1 n— H LL c9 V •� °, L Q) Rf � cn C to -1- Q� O 01) a. w L0 h Q O N O .N O w LAJ c N (1) 0 O Z Z J O � O U < � < O I Z a Z Y Z n w 3 U _ 40 _3 N 715 710 705 ♦- w J Z X w 0+00 0+50 1 +00 1 +50 2+00 STORM GAS Oz _ PROP WADI= E EX GRADE @ CL W -� - o -Lq - -- + 0 C2 - 90 @ 0 50 % 15" IPIP 1 F4 -7 ® 1. 7P% 15" P C-IP 15 PN Lo -) - O to N CO - -m 00 �0� o o 00r, m"7it::D p pzz r F pF-ZZ64 I z -- ---- 0N U-) 00 Ff- ZI � ION 2+50 INSERTABLE SHEET A 153 01-2A,28,2C EXISTING OR PROPOSED BALg. LE; M/2 X2'/a XV4 �E (SIDEWALK. SEE NOTE 15 ON EXPANSX)H JOINT /-BACK OF SIDEWALK EXPANSION JOINT ._6» .. GALY. 106x12 3'-2" �o N N 1 BARS A-1 D D o 1D- C-C BARS B �F WELDED` O 1O" C-C .. JOINTS TYPICAL BARS • 6" C-C 2^ 12- 2' I CONTROL OARS C-C L--E 2' 0' 2'-2- �C SECTION B-B COLLAR W MN. 3' 6" G Im. ' . 7 Xr MAX. PLAN VIEW x)' MAW. r-4" 7-0- n �A BARS A- L 21/{'x2Y2")0/4" L-VARtABIE-MAx.20' I �-V- �A� o Y•0' 8 2" _BiARS8" 3' 0" iv �}}' SURFACE GALV. MAX iV '-j 1? 2- -------- GALVANIZED MC 6 x T2 d -BARS E-•+' SECTION D-D i ___ = • 6" C-C r•g SURFACE ' BEFORE BARS B-1 GALv. 3' pNIETENt BARS E Q 6" C 8` WELD ALL WEEP RiOLE MC6xt2 SEE NOTE 3 " y " x 4- STRIO SHEAR SECTION C-C CONNECTOR TO COLLAR. AOECREASE Tor FRONT ELEVATION WHEN INLET IS USED SECTION E-E Of•2A q-28 WITH MEDUNS. WARPED CUTTER BARS A-1 APPROACH CUTTER r A SEE NOT r BARS_ �' EE*HIILE S x ,//4 "x V 4- a ' -E 8 BENT P ATES. `�:- SLOPE OF BARS AIT- __! L--! `- BARS • C-C $SAPPRO A E FOR USE ON GRADES w BARS B f �RS y -LILY STUD DI-2C 1 L -j � b 6' C-C 1 ,/4 5WETELDED TO ANCL I IRON o 2-C-C TYPE A SURFACE TYPE B L I I J o _ ' ' • STEPS NOSE DETAILS FrLow I ! 2-3-SEE MOTE 5 TYPE A NOSE DETAIL. SHALL BE USED WITH CG-7 STANDARD TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD GALVANIZED MGLE FOR USE N SAGS OF 66.3V AD ISETO BE FOR ANCHORED WITH YPE A TO BE SENT STUD BOTH SIDES TO 8E SYMMETRICAL FOR SEEP TDEO�S SEE STD. ST-1. SHEAR CONNECTORS WELDED To BENT PLATE AT 2 C C SHEET '°` 2 STANDARD CURB DROP INLET REFERS REV. 7.105 12" - 24" PIPE: MAXIMUM DEPTH (H) a 9' 23" T04 03 VIRGIIA DEPARTMENT OF TRANSPORTATION 302 MEN 1 PROP EX G 715 71 705 TABLE OF QUANTITIES 01-2a2e,2t REINFORCING STEEL TYPE L CONCRETE 8AfZS A BARS A -I BARS B 1 BARS 13-1 BARS C BARS E BARS F WEIGHT Cu. Yds. No. L'n. F1. No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. ik No. On. FL4H No. L.ix Ft. RFr NO. Lin. Ft.* Lbs. DI-2A 2'•2" 1.71 4 3'-2` 5 3'-2" 4 3'-6" 5 2'-0" V-6" 55 V 1.95 4 3'-2" 5 5•-(Y 4 3'-6•' 3 4•-3" to 4'-6" 5 '- ` 3 2'-0"3 11-6" 84 6' 2.23 4 S-2" S '-O" 4 3`-6" 7 4•- to 4'- 3 6 5 2'-0'• 3 4'-O' 1'-6" 1 19 8' 2.51 4 3'-2` 5 9-0" 4 3'•6" it 4'-3" to 4'-6' 5 2'-0" 3 6'-0" 3 11-6" 154 01-28 ID' 2.79 4 '-2" 5 "-0` 4 31•6" 15 41-3` to W-6" 5 2'-0" 3 81-0" 3 i'-6" 189 T2' 3.05 4 N-2" 5 1 •-0" 4 3'-6" 19 4-3" to 4'-6" 5 2'-0" 3 tff-O" J r-6'• 224 W 3.34 4 3'-2'• 5 15'-0" 4 3'-6•• 23 4'-3- to 4'-6` 5 2--0" 3 72'-0` 3 Y-6" 259 16' 3.61 4 •- " 5 /T- 4 3'-6" 27 4'-3" to 4'-6" 5 2'-0" 3 14'-0"3 -6` 294 18' 3.89 ♦ 3'-2•' S 19'-0" 4 3'-6., 31 4•-3" to 4•-6" 2'-O'• 3 16•-0" 1'-6- 379 20' 4.17 4 3'-2" 5 2r-0" 4 3' B' } 4' 3" l0 4'-6" 2'-0" 3 18' 0" i'-6- 364 61 2.24 4 S-2" 5 7•-0" 4 6 4'-3` to 4•-6" T_0" 6 2'-t- 6 11-6" 1t5 8' 2.55 4 3'-2" 5 9'•0" 4 3•-6" 10 4'-3" to 4'-6" 2'-0" 6 3'-1^ 6 Y-6" 150 1 2.82 4 '- 5 11'-0" 4 3'- 14 4'-3" to 4'-6" 5 2'-O" 6 �1'-i" 6 185 01-2C 3.09 4 3'-2 5 1J' 0" 4 3'-6" 18 4'-3- to 4'-6" 5 Z' 0 6 5'-T 6 - 220 14' 3.37 4 5 15'•0" 4 6" 22 4'-3' to 4'-6" 5 2'-0- 6 6' 1" - 255 16' 3.65 4 5 17'-ff' 4 3'-6' 2 4'-J" l0 4'-6" 5 2' 0" 6 7 -t 6 i'-6" 290 t8' 3.93 4 3'-2" 5 tT-ff' 4 - 30 4'. 3- to 4'-6" 5 2'-0" 6 B 1" r-6` 325 20' 4.20 4 3'-2" 5 2r-0" 4 N-6- 34 4'-3- to 4'-6" 5 2'-0" 6 9-1" 6 1•-6" 360 NOTES LDEPTH OF INLET (14) TO BE SHOWN ON PLANS.8. 3" DUMETER WEEP HDLE TO BE LOCATED TO 17. LENGTH OF ANGLE PON AS SHOWN ON SHEET 1 DRAIN SUBBASE MATFJRW.. WEEP HOLE WITH OF 2 IS TO BE L+16^ AT 4.10 LSS./FT.. 2. THE "H" DIMENSION SHOWN ON THE STANDARDS 12"Xt7' PLASTIC HARDWARE CLOTH 1/4" MESH AND SPECIFIED ON THE PLANS WILL BE OR GALVAIZED STEEL WIRE. MON" WIRE to. *DENOTES LENGTH OF ONE (1) BAR. MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. OIAMETER 0.03" NUMBER 4 MESH HARDWARE CLOTH NNCFIORl20 FIRMLY TO THE OUTSIDE 19. ALL REMORCNG BARS TO BE M5. PLAN "W' DIMENSIONS ARE APPROXIMATE ONLY OF THE STRUCTURE. FOR ESTIMATING PURPOSES AND THE ACTUAL 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIMENSIONS SHALL BE DETERMNED BY THE 9. ALL REINFORCING STEEL SHALL HAVE A WATER TOWARD THE INLET THROAT. CONTRACTOR FROM FIELD CONDITIONS. MINIMUM COVER OF 2". 21. MINEMIIM FEIGHT=PIPE OfAi'2'•6" tA'FEN PIPES ARE 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS 10, ALL REINFORCING STEEL TO BE CUT CLEAR OF LOCATED UNDER EXTENDED SLOT OF INLET. TO BE SHAPED IN ACCORDANCE WITH STANDARD ALL OPENINGS BY 2`. fS•1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE It. CAST -IN PLACE CONCRETE fS TO BE CLASS A3 INCLUDED N THE BD PRIME FOR THE STRUCTURE. (3000 PSI). PRECAST CONCRETE IS TO BE y'2'-6"PS. 4000 4. N THE EVENT THE INVERT OF THE OUTFALL PPE IS HIGHER THAN THE BOTTOM OF THE THE V. LENGTH OF SLOT (U WILL, N EVERY CASE, BE STRUCTURE SHRALL THE INVERT OF STRUCTURE BE �+4APE0 WITH CEMENT MORTAR TO SHOWN ON PLANS. F F PREVENT STANDING OR PONDNC OF WATER N THE STRl1CTT1RE. THE COST Of FtMNMSFs•IG 13. THIS STANDARD IS INTENDED FOR USE N CURB AND GUTTER 57TUATIONS ONLY. AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID 14. STANDARD VETS MAY BE CONSTRUCTED WITH _ PRICE FOR THE STRUCTURE. CONCRETE BLOCKS N ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING OI-MB. 1" 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" Q OR GREATER, FOR DETAILS SEE STANDARD ST-L 15. THIS AREA MAY BE EARTHEhL94 WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CURB AND GUTTER. 45' GRATE 7_ *4 X B" SMOOTH DOWELS AT APPROXIMATELY 16. CONCRETE QUANTITIES MOWN ARE FOR DEPTH 12` C-C TO BE PLACED ALL AREAS ADJACENT INiISP1.ACED (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT 15p + 7 bs cost iron av TO ABllTTNG CONCRETE TO PREVENT BY PIPES MUST BE DEDUCTED TO SETTLEMENT. OBTAIN TRU OUANTITES•FOR INLETS OF DIFFERENT DEPTHS ADD OR SUBTRACT 0.28 CUM YARDS OF CONCRETE FOR EACH FOOT, SECTION F'F SPECIFICATREFERENCE REFERENCE STANDARD CURB DROP INLET 12"-24" PIPE: MAXIMUM DEPTH (H)=9' Sheet of 233 302 VIRGHMA DEPARTMENT OF TRANSPORTATION 104.04 I 0 0+00 5 GRADE �@ CL z AIDE @ CL to 0 5 ------103_ _ --- @ 1 00 % -15" CPP U O In c0 (D (D 0-- I O _ J 3 � N � O II zz0 CC! 0) o 0-Co 01 Z Z +} to CIS + f� O+ o 0+50 STORM 720 715 710 IY O r c� a H--I 0 U 705 m w J to > U DO z U0 00 r- II O h r II O >� 011j 0 Z 'D+ + 0 GA EX GLADE ir @CL z PROP- J U')GR Q o_ x to 0 v U � + MIN OVER 8S 21 W L S IH 21 W -R L 1.5' MIN' I w>J C"IE NJ0IU a�WW� CN to r- wQ tY CD++D/ 720 kDE @ CL 715 710 1+00 0+00 0+50+ WATER GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HORIZ 1 INCH = 5 ft. VERT. 705 PRO GRAD @ CL- EX GR DE @ iL jI MIN OVE 1.5' MIN' ��LEAR- ---6" DR- 21, W/L w J � O m I W L0 __- to X CT 00 ILL 1 N 1 oCD 0+00 0+50 WATER QI-1 I/2 SECTION CAST IRON I/z SECTION STEEL NOTES I 2'-7" L 21/1 x 2'/2- x'/4" 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. - Lugs to ba wth COsOr p_3� /2 / 10'-41• long FOR DEPTH GREATER THAN 10' USE STANDARD OX-IA m [QIIt / THE "H" DIMENSION SHOWN ON THE STM40AFIOS 2. AND SPEC IED ON WILL BE A ____ A i +tL j t1k MEASURE FROM TIE INVERT06 THE OUTFALL PtPE i0 THE TOP OF THE STRUCTURE. CAST IRON GALV. STEEL T O "ded PLAN 'W DIMENSIONS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AHD THE ACTUAL fo"t THE + ( pPt;plX iv 66 ± ) 3 43.6 bs. s. DIMENSIONS SHALL BE DETEFdANEU BY CONTRACTOR FROM FIELD CONDITIONS. Brace Rilbs includng intluding Web os 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS lugs onnectors connectors TO BE SHAPED N ACCORDANCE WITH STANDARD to Collor IS-1. THE COST OF FURNISHING AND PLACNG ALL S TO BE TAL TO TFOR MATERIALS THHEENW m THIE HESTRUCTURE. INCLUDED IN PRICE q/2" I x f/2 I /2- x 4^ 4, N THE EVENT THE INVERT OF THE OUTFALL PPE IS HIGHER TKAN THE BOTTOM OF THE -T" LI'Igs'-J Stud Shear STRUCTURE TF1E INVERT Of THE STRUCTURE [omectors SHALL BE SIFIAPED WITH CEMENT MORTAR TO 4' 11 PREVENT STANDING OR PONOING OF WATER N THE STRUCTURE. iFE COST OF FURNISHING 1 1 A40PLAN LSA'NC�xS THEO130 . MET TOERIALS BE INCLUUDEQ IN (Grate Removed) � PRICE FOR THE STRUCTURE. SECTION B-8 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" OR C REATER. FOR DETAILS SEE STANDARD ST-1- FOR COLLAR DETAIL 6. T14S ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. It4 X 8" SMOOTH DOWELS AT APPROXIMATELY IZ" C-C TO BE PLACED IN ALL AREAS ADJACENT D TO ABUTTING CONCRETE TO PREVENT 4, 2„ HbrdrNat Cblh 2'-6" SETTLEMENT, N LIEU OF DOWELS A 2"X4" NOTCH MAY 8E PROVIDED. SEE STANDARD ,.-,. --=-=- 3" Diameter p-3•• T-pl-3, 4 FCat ALTERNATE DESIGN. I}• weep hole Set µo8 N S. 3" DRIFTER WEEP HOLE W17H t2 Xt2' PLASTIC a H • 4, 4 • 3 iv E • • D -- Cola . • : ° 4" depth Aggr. `c!to a C V 4 I68.•78 C _ 12" Ie x b" width N in ao h 12"-15"-18" or 24" N N ✓1 � :-� 1•� HARDWARE CLOTH I/4" MESH OR GALVANIZED STEEL WIRE. MINIMLN WIRE DIAMETER 0.03". HINISER 4 MESH HARDWARE CLOTH ANCHORED FIRtI.Y TO THE OUTSIDE OF THE STRUCTURE. 9. CAST N PLACE CONCRETE IS TO BE CLASS A3 (3000 PSI). PRECAST CONCRETE IS TO BE 4000 PSI. 10. ANY ALTERNATE METHODS OF ANCHORAGE MEETING THE APPROVAL OF THE ENGINEER MAY BE SUBSTITUTED FOR THE CAST IRON LUGS AS SHOWN HEREON, SECTION A -A -r'i z:Ir CONCRETE QUANTITIES FOR MIN. DEPTH 4- 4 PZi' "I 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 - 1.626 cu. Yds. Concrete 24" concrete pipe 1.817 Cu. Yds. Concrete GRATE DETAIL Add 0.469 Cu. Yds. per oddRiondfoot of depth. APPROXIMATE WEIGHT Cost Iron Grote 363 ± 18 bs STANDARD DROP INLET _ 12'' - 24" PIPE MAXIMUM DEPTH (H) = 101 233 VRGNIA DEPARTMENT OF TRANSPORTATION 302 104.Ot ACCESS WAY VENT \ STRAIN RELIEF CORD CONNECTOR \ FELD JD.NT, REQUIRED FOR MODELS TALLER THEN 2014-93 INTERNAL VrELL VENT 2.0' DIA. ll, _�T, GROMMET TO ACCEPT 4.50' O.D. PVC PIPE (STANDARD). DJST COVER SUPPLIED FOR SHIPMEN (NOT SUITABLE FOR BURIAL) , 2014 / YfATJ4 TIGHT LID. rZrP DUAL WALL.CORRUGATED HOPE AC^..E SSWAY POWFTR : ALARIA CABLE 12-6 W/GND ELECTRICAL QUICK DISCONNECT (ECO) CORE CCNTRCL COMPARTMENT BREATHER ' DISCHARGE 1 1/5' FNPT (3C4 5.5.) QUICK DISCONCT ASSY. (304 S.S.) I SS CAST BALL VALVE NE 1 1/4' DISCHARGE LINE (304 S.S.) I CHECK VALVE 0 in rnm �� 1111 i I ! (GLASS FILLED NORYL) I ill I DIG °I { ANTI -SIPHON VALVE ALARM 31 In (GLASS FILLED NORYL) 800 26 in 648 mm ON 96 Col � I 383 L GF-F 118 in1 II \ V45 mm 65 9ol HCPE TAN{ 246 L \ / 1/2' NOMINAL WALL TR'CKNESS 75 GALLON CAPACITY EACH SIDE OF BAFFL. 31 c 9 .1m 4I I� �,� CIP Dn1 lJ 185 L SEMI-POSSITIVE 'DISPLACEMENT TYPE ?".F DIRECTLY DRIVEN BY A 1 H� MOTOR CAPA3L OF DELIVERING 9 gpm AT 138' T.O.H. (34 Ipm AT 42m T.D.H.) NOTE! A CONCRETE ANCHOR IS REQUIRED TO PREVENT TH-_ TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE ANO WEIGH`. OF ANCL-OR SEWAGE PUMP STATION SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 214. CONTACT STEVE STATION 0 DESIGN EQUIP. C.O. 804-752-6335 FOR INFORMATION, 725 720 715 710 IGAS W J U ---- - --! --- s CD tri N- SEX GRADE -- @ - L -- 4' M N 1.5' MIN COVER CLEAR— - 6"_iSD 1 W L C> I _Z X O �+ V) V) I _t OU IQ Z L=� Q >� n o z oo � 0+00 0+50 1 +00 1 +50 WATER 720 715 10' r 4" PVC SDR-21 SEWER LAT. @ 2.0%- 710 705 700 _ EX GRADE @ ✓ I P 0 GRAE - 49' - - " P C SDR-17 1 Q OfGE-MAI - w > LL LC 0 61' ' o+ @ 1.00 % 6 PVC SD -21 = U Z W_ m v O i\ O Z Q E- I� --` N I 17 I\ -- Lo d r` I I d co I I II D ~,NOS II 0 llz o aai11-O z Q +0> +O» OI-z a-01-ZZ U 0+00 0+50 SEWER 1+00 'L @ CL z CL N V d cc:- Cn � a.x r- w w O ea Q (D C):E __.E .� N a N 0 12 0 (11 C) N U U ZO U H N 'rn rn M Z Z V a 0 U L w W V> N O U L Q Qom( •�jj C) 0 Q V O L U) w �._ +, (D (v o 0 (ten cn (/f W U d' �t W w ON C to l! ) 0 0 �-� to a H LL Q Q M vi U L° c� L _) O ) T PPPPP� m r-' [L w CITY OF WINCHESTER, VA DEPARTMENT OF PUBLIC UTILITIES 41 C.I. FRAMER COVER o e x Py� MIN. REINF. 0.12 IN' /FT. STEEL - ASTMA A-185 4? N SET FRAME IN CEMENT MORTAR BED CITY OF DEPARTMENT WINCHESTER, VA OF PUBLIC UTILITIES �V sa1I7rARY sE1rtx wm( STIR a CITY OF DEPARTMENT WINCHESTER, VA-�` OF PUBLIC UTILITIES 1@L CIWACTEI nAavni SELECTED "ATtwAL BEND 30• 45* MAXNON [S Y nrn( CUT ' AM - SAG JOINT SEALER SHALL BE USED IN AREAS SUBJECT TO FLOODING. TEE 0! v YE COATED W/ FIBROUS BDUMASTIC COATING PREHAIWACTURED 24- I.D. NOTES: STEP TEE Ot YYE SAWN a PLANS MANHOLE CONSTRUCTION SHALL SDR 21 CA SKETFD FWE ,;4 -4' : CONFORM TO ASTM SPEC. C-478 um PTrTnlcs PCAST DiO1 CLEAN an CAP VITH IIRASS ~ i MIN. CONC. STRENGTH AT :. Sd" PAHELLA MatEL PA4SV-CSK (4.7 ' Y• 28 DAYS - 4000 P.S.I. _ N>H ma PxuEA Hama PA6SV•-= (6") ;.� ALL JOINTS, HOLES. ETC. 45 SHtA1L BE GROUTED SHUT �I as tl Al I j Y SEWER SERVICE CaECTnn STANDARD OauaAwR ` ALL JOINTS TO BE '0` RING RUBBER Tn GASGASKETS GASKETS SMS PER ASTM C-361 L s- 4W' DLL - BLE JOI T SHALLSHABE APLACE CLEAN OUT ;., arw OUT ra STACK + - - 6- _ OF LARGEST PIPE O PROVA4rACT1AEb 6 2 � i.-�_' ': �': :,�;- =4T..•i.;,, + PRD'OSED SERVICE LATERAL SUPPORT PIPE ON I' / 57 STONE BEDDING EXTENDf MONOLITHIC `7 TO BE r BASE, CASiED R>® aT1nrD COUPLINGD1vE AT T CW.M a' SEWER WER NOTES: BENCH SHALL BE CONCRETE ' 6" OF STONE BEDDING oasTUIG SERVICE LATERAL WHERE STUBS OR KNOCKOUTS ARE PRC VIDED FOR FUNRE CONNECTIONS BENCH SHALL BE SO FORMED PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION SPRDC LINE STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA 'METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES •FLANGED ANGLE METER VALVE SHALL HAVE '0" RESTRAINTS SHALL BE BY MEGA -LUG FLANGES RING TYPE FLANGE METER SUPPORT BRACKETS 4 - 1/2" STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL. I VBHH77-156HC-11-77 • BAr,}O LLpyr pEyICE REQUIRED AS SET FORTH IN CRY CROSS VALVE BOX COVER SHALL BE MARKED "WATER' • 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM r r #1 r r r r r v V V r r r r r VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2" x 1-1/2" • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT 18" X 18' CONCRETE PAD SWIM- BE PLACED AROUND METER ADAPTERS FORD PART A87 ' I METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL •- o° °oQo VALVE BOXES LOCATED OUTSIDE OF PAVEMENT AREAS PRECAST VAULT AS MANUFACTURED BY THE CLEAR FLOW 12' .•,�°� Q W VALVE BOX SHALL_ BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL _a x • " Y 12 .A 3 U LU Z ,-4 •� • •�: .. ` 4. i : .�. .. WAATXR ♦� _ 0 5'0" o«�� °rrrr° °Err � _ rrr«oe .� 17•• LA ZO WINCHESTER APPROVED FIRE HYDRANT ( 1$" 2" OR 1 1/2 TYPE "K" COPPER PIPE (TYP) PLAN VIEW 2' MIN. 18' SQ - 4' THICK 6" MAX CONCRETE PAD REQUIRED I UNPAVED AREAS 1/2'-�I {� 1/2' x 36" ALUMINUM ALUMINUM rrrr rr r4 �r«« rrrr 4<v414, :,a•. «err •(E«•/ ',.i' �� 4" BALL VALVE CURB STOP WITH 2" GATE VALVE OPERATING NUT ACCESS HATCH HALLIDAY FORD h ODEL 844-777 W/ _'.'.'.'..'.'.'..' . (SIR-2436) ' OT67 ..........'• SCREW TYPE 5' Max Z ADJUSTABLE VALVE BOX 7 CU. FT. MIN. #57 STONE - � 36" MIN COVER DOUBLE CHECK GATE VALVE TAPPING VALVE ° SADDLE AND 4' - ° 'j ?: `;.. CORP STOP CONCRETE 14" TI eMT aaLK £Y£*1 T -. **o', , 4 .. BALL VALVE HYDRANT TEE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED 1 1/2" OR 2" METER SETTER 4" DIAMETER �__��____��_�� BY USING MEGA -LUG RESTRA)NING FLANGES FORD CUSTOM SETTER BLOCKOUT BOND BREAKER ONE LAYER j115 FELT 1f� SECTION VIEW FOR DRAIN STANDARD FIRE HYDRANT INSTALLATION DATE: 9/01 STANDARD TYPICAL VALVE & BOX INSTALLATION DATE: 12/03 STANDARD 1 1/2" & 2" METER INSTALLATION DATE: 9/01 DET DETAIL N0. SCALE: NONE DETAIL NO. SCALE: NONE DETAIL NO. SCALE: NONE 8 WD- 9 WD- 4 w N J H H L Q 0 O O Lo ILL Q ^Z lY > Q r �j W ra U) C3 U) U) J 0 Z O H O U U c G cc L cc L 0 Z Z Y Z� c� w _W- JN 36" HIGH RAILING AS REQUIRED BY BOCA CODES. 1" CHAMFER _ u m o / ADJUST WALL HEIGHT PER GRADING PLAN 6' OPAQUE 1" CHAMFER WALL 7' Vol) g #4 @12" o.c. - �. 2" ,y1 , .. A, 91VERT, SPL. AL .BARS V.D.O.T. 157 " #4 @12" o.c. H WEEP HOLE WITH 12 xI2" 18 M/N. #6 @12" ox. VERT, SPL. ALT. BARSic, " #4 @10 o.c. H PLASTIC HARDWARE CLOTH 114" MESH nRMLY ANCHORED G 5' ;-- --- V.D.O.T. #57 24 » TO OUTSIDE OF STRUCTURE " M 3 WEEP 48 O.C. .:,1 ` 4 10" o.c. . WEEP HOLE WITH 12"x12" WRAP W/FILTER FABRIC 14 18" O.C. T V.D.O.T.57 o o PLASTIC HARDWARE CLOTH 1 PROPOSED GRASS AREA ,• 1/4' MESH FIRMLY ANCHORED 2; • g Is xc L Nc svnce TO OUTSIDE OF STRUCTURE. ":: 4 WEEP 48 �4', ]' CG-6 WITH REV. .•. e ` '. 4-15 1 " O.0 o #6 @12" o.c. GUTTER SLOPE 3 M W/STD. 90' @ TOE �, Y ''-.• 24 " 10- >2" 2-15 CONT. '-O" -¢' 3=0� 2-#4 CONT. RETAINING WALL DETAIL B E 11-#6 (CONTINUOUS) V.D.O.T. #57 WRAP W/FILTER FABRIC Ly #6 @12" O.C. 77 _�1 RETAINING WALL DETAIL A 725 720 715 710 W W Z Z W Z J lW _1 �{ 0 { J m a aWl PR P. HOTEL F E EV=715. 00 I-' IC I EX IDE O \ m --'-PROP GRADE 0+00 0+50 1+00 1+50 2+00 SECTION A H W bi 725 -- -_ Z V J O O h F_ - Ld 20 J �— - LIw U J I a 715 i EX cRADE z z _ 710 I PROP GRA 7 72 " EX 71 71 720 ADE 715 710 2+50 0+00 0+50 0+00 SECTION C SECTION D GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. HOR1Z. 1 INCH = 5 ft. VERT. C6-6 C>G•9 NOTES: C Im ITEM 1thY 1w tATt`-sa (T p- CAST M t'Lkx- 2 CAt1CPETE T4 BE *_ASS 43 W CAST IN IN.Ar.{, 4000 PSI F M?ECAST_ 3• C4""tKIIt CUP* L taltTi<TIR MVW. A ftAOL $ OF 306 KET CS LESS ;ALOkC Fet7E Of [t#RW SMALL BE pwOl :'OR AS RA[•AL CO TOOK Ctft IH OUTTFA. ;.FOR! LAE MITI+ STAFF OPfM-CAACED ��Is��LlI�t LAY[A TI£ BDTTOY CF SIE L'URS •` 4 MV K PAfLILr FL ATit0 T{a ns (gPFri Y .4L eltsw"IfIt 1/16 om wy PIE 0-vQ wdoq omm SPEED 6 iC him is? LIM Of RIJIML 0414" ►YS 410 13 W" OR 4.2 P LESS A TWSE 0iI1 IA41. 3L9UI1@!W AI¢zT►�SE AS. IF G+I � St's", t149 Al1t(` E tEEOED STW6M CC-7 IS F.ECUIRM. o- i 1*5 Mfit 1aAF BE CLWPETE At TWE OPTC44 Cr T►E CO WRA TC# m�CCIVIBINATION 6" GUP13 & Gt 1 f r LP 1 T v*o&wA f•DARTmgjc [tI tlrA>rIS1.ORtATOp1 NIE W"C" Or THE CUM NO CUTTER 1W • Be CadTAlIICTED PARALLEL TO IN[ SLLft Of SLHIB9AW Cfi*K3 FI�a1r O A ! tEPTH (IF 1` Is I.Im"mito- 7 QRTi t1 oOKTRACTAOTR �0 0 O= Ld Z J -a- �I th w PROP RADE °- 0 X GRADE I { 705 0+00 0+50 1 +00 SECTION E 2" a r I-=—� ,-• r R 4 wIM ow SECT" A -A ETHDD OF TREATMENT IN DROP INLETS �I+•II•! ar •WWII oM kMFr N OeeaeMe� wiw !Nr weri� k 10 #111! n "w" ?Itattwts rptcihM mvkno or rhrrn I4OfI M pIM is sbew* irabtt M slruetnn. 1Aar►alr a+ d ap iiM is b d Ierrra0 aN 9P1IIft W 1A OHONINN wn apprmlr rwda•# owl df MIEnIrI ft"m a W PP1w of rbraarM► CMMI H nilLAM krsYC to Gbpl .3 a C►or[A,eletlplllM 297i. M aara upP'lOdk eapr D! N by 4-w drralw aid amid IN V4mLlna'I• bftIb,h kv Iwlc.Hr, s trove orastt 000 IV* 4WAIN V41 N MA rhrate by Derr a1 Iwd Iw" " or 14 4*wn amllttHl Mn swedes ryrrr t ameft aI inMet w m*m as mom twreo an ix 11mon is p1/aOMt aaA. Eaa► waraal. a Arr rrw a k a *bootq+•Ihlpaly n DMr it ib rar"PAar wo 04 40w ov#%wtr')u aN ttaar aw.. #6 @12" ox. RET AlN1N ALA VERT, SPL. ALT. BARS V.D.O.T. #57 WEEP HOLE WITH 12"x12" WRAP W/FILTER FABRIC 'PLASTIC HARDWARE CLOTH 18' MANZIN 1/4" MESH FIRMLY ANCHORED TO OUTSIDE OF STRUCTURE. ' 4r WEEP 48" O.C. #6 @12" o.c. W/STD. 90' @TOE �A ♦ '• • PLAN SECWN 9-8 METHOD OF TREATMENT IN MANHOLES 5PECIFICATiC11 STANDARD METHOD OF SHAPING MANHOLE a INLET INVERTS REfERfNc,E VIMNIA DERARrMENT TRANSPDRTA'T:ON IClE�QB NOTM I. TM ITEM NAY BE PFErJST OR CAST >w PLACE.. 2, WWftflt TO SE CLASS A3 F CAST III PLACE, iODO PS1IF PKCA$T. 3. CONBMTION CtM h GUTTER HAVRIG A RADW OF 300 ;£Es OR LESS IALOW FADE OF CURS] SMALL BE PAD FOR AS RAOINL COMBNADON CU" k GUTTEP;. i. FOR USE IMN 47,1 KIM OPEN•GRAiKd DRAtNAt,E LAYER THE BC)Tlow OF T►E CURS RAID Wiifi UAL BE CONSTRWTED PARALLEL TO TIE SLR OF S41BV 0 S1me TO IHE WTH OI TH[ 5, THIS CURB MAY K VSW WkIm ANY OE'9CN SKE'D BUT IS REWIRED w1EN OESOf VffO 13 WATER TNAM 40 WN 011 RURAL HCRNAYS AND 45 HPH !A ocvtt01°EI1 MAN # d1DLRBAN AREAS. 6, Il"h TI}'d STAIVARD IS TO BE TED VITO EXISTM @A WR CLOW T►E TRANIi1T►ON IS 10 BE MADE 111"m DPEFR T EMNOE W STA144 IS WARE AT RI;0I,ILAIt 7. WREN COMOMTION IKXM?Aftt CURB AND WTTCR 4 USED. THE STA ONM EWIRANCE CUTTERS OR $TABARD COM41CIMN FOR STREET MTERSEGTIDNS ARE TO HAVE THE IWOUWA RLE CL*M COa+'ICIa IM" o1COMMITATED i b i m 7, h s ^Y - !"--' �• --- TFIE 80T704 or THE C LMB ,MID -" GUTTER MAY BE CONSTRLICTEO P TO T! SLOPE OF PROVIDED 74 2'-lY -___ -_ __ CEP HISIS MARRTAED COMBINATION 4" CURB & GUTTER v*C1" CIEGAl" rM OF TRMIStiORTATM 45 sae 36" HIGH RAILING AS REQUIRED BY BOCA CODES. ADJUST WALL HEIGHT PER GRADING PLAN /Z-1" CHAMFER #4 @12" o.c. VERT, SPL. ALT. BARS #4 @12" o.c. H #4 @10' o.c. H DUMtR PAD 11-#6 (CONTINUOUS) --- #6 @12" o.c. RETAINING WALL DETAIL C — 2-#4 CONT. V.D.O.T. #57 WRAP W/FILTER FABRIC W o R NIA to a\ ' ( � nd Z 0 + �1 Ir O P 0- 00 CD CD N !W- N m p41 N � •� y U �' cn ►,, L W W .� N N 0 V 0- 0 N U U Z V1 6 >, U U Ni -0 p M 0 W W Q 0 V U U N ¢ U r• a r; L6 W C 1 y In Co w .. a� m w w 0 O w ci can cNi� N c W v0 w w 0� _ c In lr7 LL Q a •� N vi • tr N L _n N Ln joz O Iv M • IL w Ot•T '/y SECTT)C t CAST MON — f -'/'r SecTlch STEEL NOTES 7-7.7• pri" Tali 0/4- 1. DEPT" OF 14LET 00 14 OE SHOYN ON RM+S. t0."- on; FOR DEPTH LREATER 144W rj' USE 51 N%JAY1 B SHTAAIQAt4f7G _ Aln PLAN --- A 7 SPEOE1104 THEE WILL MEASLftM FRO1Vt T►E NYERT CF THE OUtrALL F►1E TO THE TOP OF T4E STRUCTLAIE. CAST Srtt Dever add RAN-", DAIEWtD45 ARE ■PPPOMVATE m,ma"StEt4 FCA C3TMAr'IC TWj:tMSES OMTHE aaf.fU i° L O VEKS06 SNILL BE OETEP.MNED By THE 60 ± 3IN. I t316 Vs COhTP.ACTOR FROM FIELD C01000045. #racy Rbt I+cuerq in[adwep wall 04 1 w.*N iF£CFIEO 04 THE PLANS TW WEPT t5 kyr ow-adar CanrwMOTO TO BE S 41CO AA ACCOPOO-CE WTrI STi► ,-D le eylae 13.1 THE COST OF FLINSr MEI FLACM ALT. r tLf1TERlAL3 fIG]OENTAL TO THE SI►APP/G IS To BE t/CIIL'fEtt N ►Ii W PKE FOR THE STRGA:TUAE. p,.Li J r�siY'?s ♦. N T C NI THE eIY£RT OF ThtE OtIrF.N L 9AjPtPE Ii ►ER TH M THE BOTTCM OF THE StW shw $TIh►CTVK IHE MERT OF THE STRICTURE �,. S1iAtL M'EO tnT►i CEMENT WRFAR TO ty- p •gef,' pIQ L1NIUK (?P Pb"DW f LMS �.�••+�:A �I}.•^.jj N !I•eL $T14LIC11,1'tE, TNi COST +JF FIfiMSNNO AAO PLACN6 ALL WIT *AS NODENIAL TO PLAN � N•Et S►1APNO IS i'p �[ rAtLUOLD N T►c 9D ttiau tRlteq rfdl ti. PrwX rOII TMC %l;9LttlltE. IS r• SECTION 9-0 oR OrrEmca.a,zK -X-m v" rAP40*b ST-, \ DIEAGIQNS FOP r 6. IRS ITEV MM St POCCAAST OR tAT t •Mr Pt AGE. cAST H1r COLLAR DETAJL a1.2- - mwiwma Cwth 2'4' D I I 3" Olamrtrr *.. ,ea6s ..aaa -- • tar Nal. a M 7 k E x d' SMOTII WMELS AT ePPR4uWATll1 12• GC TO BE PLACED W ALL AWACS AUJACiNT TO ABUTTII.G C040METE TO PRCVZMT SEFTLEVENT w LIEU OF DOM iS A a•7u` OOTCH 4"Y BE PROVIDED. SEE ST.AWAM v S. T-DI.3, 4 FOP. ALMEMATE IDESKN ]- WKIEPI KEP OGLE NTTH Ii712• PLASTIC NAROwAK CLOTH 11: WSN OR GJEVM4= STEEL WIRE,rt►H 1l+11E DWATER CLOY'. �i69 s a a;► c tJlllJ��j0j(��L1 NLIMBER -I Hfill y 'TO THE OUTS OF CLOTH STPUCT�LOEn !$ r b•' adll+ jj,. 9. °" R-09E MWOETE IS TO BE CLASS 43 _iE t�jD�Oj��n�� u6T PIE'a.AST C4M"�EIE t5 TO BE I n'•'"S'•T#• °r 3a. ea+t 19+0 � u atOd pftI• a '} • `'/j 1Q Awr ALTMATE WTOWS Or A CHORALE jO l OREur`1" fl� GtS� NOON 11AI K xHeO SECTION A -A �.-�... wwwwwIlwwwwwwo CONCRETE QUANTITIES FOR WN. DEPTH 1.4-- __11.11Z 12' taw•eta po* - 1.++0 Cu. vl I*, Car+alla SECTION C-C SECTION D-0 IV iaharala � 11h2b Cu Yaat Carxrat• Is- co=,ow Piair - t.620 OA. Yds. C6#wttt 2*• tooleretr pipe - 1.817 Cu. Yde, t mcrate CRATE DE T ALL AN 0,460 cu. Yet. par addlknalRxt aI depth. APPROGtMA17E NEIOW 4441 ran Grate ms t ,w ow STANDARD DROP INLET 12" - 24" PIPE: MAXIMUM DEPTH (H) - 1o► Idr_Ot voll;r" WIIRTI,ENr OF TRMtc_PORIATIDH s111ttl AOPADIICN u+It• I ASURFACIC MS M 4Mc OIAUtkb Ip K As I I RDIDT11.r $wow ON PLOW � dttlpUS t0 et AS RAtIIM 0118M►T 1"0" 04 PLAlW QAId wf tEA 4111 [0•41 _ WENAL'K I�} tT cartE•31 }• '! y M. ** ,-, I 11pMN S' I ar SCNIt11ETE r.' • ,ram +.� "^+ "'� at_=4111C' IIK ITPMt5144 JOI47 E71R1Yi'a1QM IOfIT SECTION C-G MOTT,1tWDT►I "E- r D' OR AS 1fj1' ItIlY INK ROADWAY S►C^ ON 1rtTtN iECtiO�t AJ PLAN VIEW 0 CO"MP�C1 CAAM C"MCIES 1I014 A 00A68LIC CURVE, AAccoks DOIA��t/tE/Y�Y JAN 0 ItltltlhC A[MIC #A01 7,c tp'1MMpl lC 4t1l1ert T K 1R1A.Pfes 1 I< 1I+1t7►t�D R rs o (fit411+ROA0114art Opt colmor,,�7L CIPiO.L. FLA LNi 1t11E11 $1b.C4•TIIL USED tlkl brTRAN#E butl.T 4MRNi MtONt�AY �• •� •-, "• - /qM1 r MIDI PRD,RCTS. vWx �Auu®�,� N4 6 M Oil S'YWI. tD'41r,ttOR STArttT '" --.-� D yI 7k'K ��pp fht RrM►�L1[MT �1(IE�C w igp �FOn 4 BESt1AtkLE i IENTRAIMC4 3tJ 124T1CN1 mot NYMCYGMT MHP► CAM pt nNTTEP.i1 THE DMAME.1 SECTION A - A A *mom �OtAM oR 11 4ti1Nt tEt} �T�N�p CutDELINES FOR GRADE CHANCE D 1w#� w`L11�t�Tc11o�IFFIT FUR 4PLACEMENAT WRFps{I iweRAtwC$ 1IQLtM1[ Oi31!tAlltt 11iTt>Igai AAp 3*�-3 f0It 1d Ii1L 11 ttit coke co1+F Iwet. -KM FO M( (NAN *W y101 ox 1 1 MDIMIADLC ' C [ �• t! ►pSiT RAIu!► 0" 1100.1140 voD► s } !1 R 1 �SiallpuRp LOW ttras taMA 500 vPd► 3 ; x ¢ a< tlQCISIGwM q► sLoIP P41 Is E t E I�10iAtPvC OItANAt1[ ArOMS TIE NTAANK>c. PCAT►]Ai OF LIMITER td ��Fw�"IG�� 1M,s'IEO, �gctrlcATlDn METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL. ENTRANCES #Lv.7reT vows, QrMRYQlt OF Twmal Ohlaw lC3.4I r cn N— V) g Ad a Z Z � � Z 8 Q W W W � � Z U W 7 0 CC 0- Lo Q ^o' w C:) I I O co uJ_ Ld W Q W W W c 0 z O (-- � c� U Q r z 0 z cl Y Z� w V i �N 0 0 LL. r- CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO 1E CLASS A-3 CONCRETE (CLASS A-4 iF PRECAST) 7775 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 OF THE ENGWEER- 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. MIN 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED ('CENTER TO CENTER ALONG 12:1 - C' BOTH SIDES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR. MtN:MUh1 't 12:1 MAXI CONCRETE COVER M2" 6. CURB / CURB AND GUTTER SLOE TRANSITIONS ADJACENT TO CURB RAMPS ARE tNCLUOED 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 T WITHINTHE 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 PLAINS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BERND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE __� 1X HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12:1 MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5 AND USED BY PEDESTRIANS, 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT q MIN j AT iK , 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 PERPENDKx1l.AR TO THE CURB. AT XX , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT TYPE C ACCOMMODATE THE Tl1RNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY PARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CON,AA,ICTION WITH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH. OF THE SHARED USE PATH 1.6" 2.4" TRUNCATED DOME C-C-p a'_ O O O O 0 0 0 0 0 0 0 0 0 O _ 0 0 0 0 0 0 0 0 0 0 0 0 0 + � o 0 0 0 0 0 0 0 0 0 0 0 0 0 O o N 0 0 0 0 0 0 0 0 0 0 D 0 0 0 O -q U 01" D 0 0 0 0 0 0 0 0 0 0 0 0 0 0 4 50% 65Y. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O DIAMETERTOP 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 VARIABLE r• BASE DIAMETER PAYIIMITS� TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 TIM CC-12 DETECTABLE WARNING SURFACE REV. 7/05 GENERAL NOTES 20 3.05 105 VIRGINIA DEPARTMENT OF TRMSPORTATION 502 Cc-12 PERMISSIBLE A CONSTRUCTION W5 DOWELS, 8" LONG JOINT a 12" C-C -•j4 i f- :-_ -7 Ulm TT'-' lV NX 8 :1 10:1 B j - MAV1c MhY B il L� wi TRUNCATED DOVES A SEE SHEET 1OF 4 FOR DETAILS 81-0" 4'-0„ BACK OF CURB 12:1 MAX. 48=1 MAX. 20: 1 � ,f SECTION A -A 2, �'' I PERMISSIBLE CONSTRUCTION JOiNT SECTION B-13 . NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE. SEE SHEET 1OF 4. A 4'SQUARE LANE"' - AREA OUTSIDE OF TRAVELWAY SHAL J BE PROVIDED WIT 3 THE MARKED CROSSWALK AREA to Y ==W v V) In V) 0 CROSSWALK X TYPICAL DESIGN ALTERATIONS =10 v C) AOSSWAL TYPICAL PLACEMENT 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. LANCING (48" WIDE) REQUIRED AT TOP OF CURB RAP, MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS, CC-12 DETECTABLE WARNING SURFACE 50 2 TYPE A (PERPENDICULAR) APPLICATION VIRGRNIA DEPARTMENT OF TRANSPORTATION BACK OF 20 :1 05 DOWELS, B" LONG A RMISSOLE AT 12" C-C -MCI CONSTRUCTION JOINT 5 MIN. 12:1 MAX 12=1 MAX 2' RAMP - TRUNCATE z B 18LE) A SEE SHEET iQF4 FOR DETAILS PERMISStBLE CONSTRUCTION JOINT SECTION B-B - NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. 4k CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION 5' MIN 1 N 140 x A 4' SQUARE LANDING AREA OUTSIDE OF TRAY BD SHALL E PROVDEDLFAOR SSyI'1.K PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREAL ROADWAY GRACE IN PERCENT T LENGTH MINIMUM IN 4" CURB 8" CURB 4 6 1 5 7 2 5 8 3 1 6 9 4 8 12 5 10 15 6 14 1 15 NOTE - THE REWIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 203.O5A Cc-12 1 3OF 41 SPFLf CATION `E CC-12 DF_TECTABLE WARNING SURFACE '0S 502. TYPE B (PARALLEL) APPLICATION REV.7/05 VIRCi" DEPARTMENT OF TRANSPORTATION 203.06 A -t-I 1 PERMISSIBLE CONST. 5' MIN. JOiNT _ A +E-1 TRUNCATED DOMES SEE SHEET 1 OF 4 FOR DETAILS TANGENT PLAN STO.CG-2 BACK OF CUR 12 :1 48: 1 MM 20 :1 4 8: 1 2' MIN. SECTION A -A NOTE: FOR GENERAL N07ES 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 10 6 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. ]t 3 N 0 a 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 DIAIiNSIONS AND SLOPES ARE AS NOTED. �2,t IAA% 5 X ! AT X , 2" HIGHER THAN EDGE OF PAVEMENT AT )K)K, SAME AS TOP OF CURB THIS COMBINED (PARALLEL L PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LANDING AT BOTTOM OF TWO SLOPING SiDES WITH 60" X b0" 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 SPEREFE1igiH(:fMNCE11 REV.7/o5 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION xis 50? 203.07 VIRGNIA DEPARTMENT OF TRANSPORTATION INSERTABLE SHEET A86 P8-1 NO PROJECTION OF PIPE ABOVE GROUND LiNE TOP CIF FILL TOP OF FILL 21 TOP OF FILL OR01 M10 LINE H GRt7M LIE H GROUND LINE H - rrrrr rrrr ��r rriri rrrr rrr rri 1 ri i 1:JARTH rr r ROCK ORrr �i rrr UNYIELDING r EARTH D-12" �I p.12" d SOIL 0.12- D/2 } d 1 4- Df2 D/2 t .sueREDDING -� 31 D MATERIAL t- I MIN. via D MRL vw D I �MREDO"MARL v10 D � BEDDING X X x 6U1TETERIAIA L �2 HR X LATH RtAL x D x UM. 24. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL Pt E PROJECTION ABOVE GROUND LINE tAl! t5 ; D I l�N. t_5 :0 MN IS x 0 MIN. 15 r D �1 S S : U ��`FFILL �[ -TOP OF T TOP OF FILL FILL 1 TOP rrrrrrrrrrrrr rrrrrrrirrirrr. - rrrrrrrrirrr rrrrrrrr�rrr - rrrrrrrrr ` rrrrrrrrrrr r _ rrrrrr rrrrrr rrrrrr = rrrrrr rrrrr rrr rrrr rrr rr rr rr _ rrrr rrrrrrr r rrrrrr rrr rrrrr rrrrr = ''f r rrr ��;r D.U._ X rf rr r �'�' D•t2- rrrrrrrrr rrrrrrrrr r, rrrr GROUND CM2-- r rrrrr CROt1iD rrrr rrrrrrrrr _GROUND �,,I► d rrfrr ALINE rrrrrr d rrrrr LINE - d -LINE W2rr - / D/2= EARTH 4- =JI %_ ROCK OR - 0 / r+ WL v1D Di x D -.i1XDECIDING UNYELDNQ MN v10 D I - RAM t/t0 D nEDDNC K D - x EARTH BEDDIMIO Vz- PERMATERIAL IAATt7NrA1 NORMAL EARTH FOUNDATION r OF H ►f•a"• ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR �• 24" OTHERWISE UNSUITABLE MATERIAL ®IiE"C MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AID BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE GLASS I BACXML MATERAM. SHALL BE GLASS I BACKFILL, MAiERIIL N ACCORDANM EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIE SPECIFICATIONS, FOR GEN RAL NOTES ON PIPE BEDOdMG, SEE llSTALLATION OF PK CULVERTS BACKFu MATERIAL M AGCOROJMNCE AND STORM SEWERS GENERAL NOTES ON SHEET ID7.00- ©REGULAR WITH SECTION 302 OF THE ROAD MD BROGE SPECiFfCATKNII S- EMNBANM4MENT ® SHEET T Or 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV-7/05 903 VIRG011A DEPARTMENT OF TRNNSIPORTATtON 107.01 Pe-1 INSERTABLE_SHF ILA t 5 t GENERAL i- METHOD "A" PiPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC-1 TABLES UNLESS 07HERWISE NOTED ON THE PLANS. 2. H HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. e' 3. b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE 1. D - OUTSIDE DIAMETER OF PIPE. 2. d - INSIDE DAMETER OF PIPE. 3. X WITH Or CLASS I WXFILL MATERIAL BEYOND THE EXTREMITY Or THE PIPE. x • 12" WHERE d IS LESS THAN 38". X - 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AM LESS IN DIAMETER WITH HEIGHT OF COVER W 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 IN DIAMETER WITH HEIGHT OF COVER IV OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT NET 0-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S, OUTSIDE SPAN DIMENSION OF PIPE. _ 2. S2 PLACE SPAN DMENSON OF PPE. 3. R • OUTSIDE RISE DIMENSION OF PPE. 4. X WIDTH OF CLASS IBACKFEL MATERIAL. BEYOND THE EXTREMITY OF THE PPE. X 12" WHERE S2 IS LESS THAN 36". X Ill" WHERE S� IS 36" AND GREATER S. WHERE DIRECTED BY THE ENGI#ER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND HEIGHT Or COVER W OR LESS, 6. REGULAR BACKFILL MATERIAL MAY SE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR LESS AND NE04T OF COVER IV OR LESS, PIPE ARCH 1. S SPAN DIMENSION OF PiPE. 2. R RISE DIMENSION OF PPE. 3. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x • WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PiPE. x 12" WHERE S2 IS LESS THAN 36"- x - N- WHERE S2 IS 36- AND GREATER 5' WHERE DIRECTED BY THE ENGINEER BEDDING MATERIAL MAY BE ELIMINATEO FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR LESS AND WEIGHT OF COVER 15'OR LESS. 6' REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WERE S IS 35" OR LESS AND HEXRNT OF COVER IV OR LESS. SPECi1CA)DN INSTALLATION OF PIPE CULVERTS AND STORM SEWERS NEW.1/04 GENERAL NOTES �� 107.00 VRGNO A DEPARTMENT OF TRANWORTATN 2003 Edition Page 2B-7 Once the decision has been made to install two-way stop control, the decision regarding the appropriate street to stop should be based on engineering judgment. In most cases, the street carrying the lowest volume of traffic should be stopped. A STOP sign should not be installed on the major street unless justified by a traffic engineering study. Support: The following are considerations that might influence the decision regarding the appropriate street upon which to install a STOP sign where two streets with relatively equal volumes and/or characteristics intersect: A. Stopping the direction that conflicts the most with established pedestrian crossing activity or school walking routes; B_ Stopping the direction that has obscured vision, dips, or bumps that already require drivers to use lower operating speeds; C. Stopping the direction that has the longest distance of uninterrupted flow approaching the intersection; and D. Stopping the direction that has the best sight distance to conflicting traffic. The use of the STOP sign at highway -railroad grade crossings is described in Section 8B.08. The use of the STOP sign at highway -light rail transit grade crossings is described in Section 10C.04. Section 2B.06 STOP Sign Placement Standard: The STOP sign shall be lnstalled on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as dose as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 3B.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the'STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. Option: At wide -throat intersections or where two or more approach lanes of traffic exist on the signed approach, observance of the stop control may be improved by the installation of an additional STOP sign on the left side of the road and/or the use of a stop line. At channelized intersections, the additional STOP sign may be effectively placed on a channelizing island. Support: Figure 2A-2 shows examples of some typical placements of STOP signs. Section 211.07 Multiway Stop Applications Support: Multiway stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multiway stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multiway stop control is used where the volume of traffic on the intersecting roads is approximately equal. The restrictions on the use of STOP signs described in Section 213.05 also apply to multiway stop applications. SCCL 26.03 W 2B.07 PM•3 TURN LANy APRCWS fain crrogs squired in nrco�dunce with Ire `alOwr•g, unloss otharw!se dae_ted by the Lnykreer. TURN LANE LEN-2Ti I IArrow lucuted of be9'nn;ngl of hdlnic;h lurr lone. 301'or !eager: 3 crrcrs { I Arrow laculed 9l m:cpcinl of futwidth turn lone. CC 1 Mrnw loccted a0'back frorn sfopbor o, eod Cl lane line. 1 Arrow Iocotej at beyinn:rgi of 01width fern ale. 3DD' or Icss 2 crrews 1 Arrow tocoied 5D'back from nlnnbn- ,r enj Of Inre line - Stop snBd yetow 14m of the berjrring Skip line of the radius. - 30' SpodnQ I Bn:tcr, c` orrun ul beginring of 10 etidth turn Inne. DETAIL FOR LOCA10N OF EDGE LINES ON G-IRB SLCTIJNS 01- ROADWAY (NO GUT(--R) t N N N Y H y/t� -4" FAwking No edge line rrquired w4we curb and gj:ters P-esent unless in6ratec by :he t3 pl„t_ En,cMecr �4' KiPS Thri Imcs: gyre 10'skps 130'spocing, Transitions mere them 100:Ise r•iruskip!, t 2'skipe / 4'spocirg). TronSit`crs 100 or less: do rcl use skips. 2003 Edition Page 2BA CHAPTER 213. REGULATORY SIGNS Section 2B.01 Ap-pligalion of Re lg latory Siam 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 dearly 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 he 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 213.02 Q�ign of Reeulatory Sims 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 Regulatory Signs Standard: The sizes for regulatory signs shall be as shown in Table 2111-1. 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 213-1 may be used (see Section 2A.12). Section 2B.04 STOP Sio (RI-1) 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 (R.1-3 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 slgns- At Intersections where all approaches are controlled by STOP signs (see Section 2B.n, a supplemental plaque (RI-3 or R1 4) 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. -2' WKle ",p li-re 4' Spack,a r` Se Id while line R. 1•�---;0 end oI tran, illnr _ a•t _ - by We Engince•. - No edge li,e required where crrb and gutters presc,: unless 6KNcoted by the E,Xjnee-. Stop 5ors, if recur ed by :he .• 94wer, s7oll he 0 r• rtivnum ar 4';r 00vance of the uosswok In !^e nhrence of o maked cros^Mall, the step Lar SHONbc o rrinirmim of 4' cr,d u maxiav r- of .3D' n odvoo.e of the nearer; edge of the intersecting rooNoy. `.itopbas sIxAbe 2 in width. Arrows shrroe in occordcnce with :he :^ede,tdMUTCD. Spacing bolween double sod yalluw Fres sho'.lbe 4". TYPICAL P/\V[M'--N-r MARKING r0(1 l)N`;IGNAI_I L-� IN ( `RS-. CTIONS ---__- -_ �Y-VIaGrQ1A Cc.�ARJMCNI Of TRNNSPORTATION - i StXL 2Sol [0 213.04 � rrar♦♦♦♦•4�♦•r rr � r • r • ♦ • r • rrr . '; r • O % N N cI N (1)_ 'L • � m 0 E3 .L 4+ L- (0 e- C) O Q r _ N a� a> N o O (D Z N (C 1- 0 cd U) to �_' C W (_ Q J U> N O a, L cn w V) �{ 006 �- a) -A z W V C L (O (O w 0 C W Q O> C C tr) UD o (U F- lL V) • rl > Lli U •L • L (D t1i > (J� N Z c 6 (� O a) .r., c • 0. Ld W.J 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 markets 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 U3 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 N14, 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 311.15 Transverse Markings Standard: Transverse markings, which include shoulder markings, word and symbol markiugs, stop tines, yield fines, 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 Yieid Lines Standard: If used, stop lines shall consist of solid white litres 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 aYIEELD (R1-2)sign or aYield Here to Pedestrians (R]-5or RI-5a) sign. Sect. 3I.14 ro39.16 LLJ J Cn W Z Z � s Z O _ Y W_ 0 W el W Z � W W O Q Z In O Q + N = LL_ S U Q Q n >1 Q W W 0 to W Z H 0 IT UU Z Z LJ Y Z w X UJ _ �N 0 C) LL_ 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 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 respPonsibilityy. 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 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 topping 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. 1c. 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. 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 (NOSH) 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 VDOT. 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. m m7 ED N, 120Ij FA, N 0, NA_ 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.Q.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 Hackman V14. All roadway fill, base, subgrode 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 an dedicated street right-of-way. At he P Yt 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 f n entrances and mailboxes within adedicated s i - o a c s axe n n street right- of-way Y Y9 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 subgrode by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT 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. @1f1&Tr%Te-T_c Vicinity Map Scale 1 "= 1000' MAY 31) 2005 REVISED-. SEPTEMBER 22, 2005 REVISED: DECEMBER 16, 2005 Pa tto n Engineers. Harris Surveyors. PHR+It Rust & Associates,pc Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, Virginia 22601 T 540.667.2139 F 540.665.0493 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 COVER SHEET 2 SITE DEVELOPMENT 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 1 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 ahall commence on site until a Land Disturbance Permit is issued by the ';ity 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 Gnd shown on request. 5. If the contractor fails to produce the Land Disturbance Permit and the �z:: , t Work Order will be approved Er,,.,. �, n er�•nent Control Plan a Stop and p placed on job until such time that the Permit and the Plan are secured on the job site. 6. The City must !,e 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. II s indicating 10. Contractor shall submit a monthly monitor report to the City 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. but will remain dormant 12. All denuded areas that may not be at final rode u Y 9 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 IL �S OWNER/DEVELOPER BURLINGTION, LLC BIPIN PATEL 150 WINGATE DR. WINCHESTER, VA 22601 PH # 540-678-4283 T OF aid A. Mislowsky Jr. O CERTIFICATE NO. - t REGISTERED PR F SSIONAL ENGINEER _,cF/ RE LANE SPECIFICATIONS 1. Fire lanes shall be on all plans or drawings, if applicable. 2. fire lanes are to be o 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. Approved by Frederick County,Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Site Plan Valid for 2 Years From Date of F.C.S.A. Approval Sheet Number 1 of 7 Date Date Date Date V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed rn c 51- d�' o� Ln 0 N N N N 2 a L rn U9 C a 0 0 N v .o a_ a 4" WHIT t SKIP LINE PER VDOT SPEC' 1 NO TAPPING SLEEVE AND VALVE R\� ;_ THE CONTRACTOR�� 2 I TO SPOT DIG AND ram- VERIFY THE SIZE OF v,r THE MAIN BEFORE , �p a ORDERING 7HE � d I -SLEEVE G�.\ti0 AD VALVE < 74 I 0 /^ 0 G - � cPal' ti0, �. Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 706.40 705.80 43 15 1.37 CPP 2 707.12 706.60 52 15 1.00 CPP 3 708.26 1 707.32 190 15 0.50 CPP 4 708.51 708.46 11 15 0.50 CPP 5 707.90 706.87 103 15 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 Throat 1 706.60 * 706.40 712.50 DI-1 -- 2 707.32 707.12 713,10 DI-1 -- 3 708.46 ** 708.26 713.25 DI-1 -- 4 1 708.5-0 713.50 DI-26 6 5 1 707.90 1 712.00 1 DI-1 I -- 8" INV. IN=708.00 ** 2" INV. IN=710.00 GR P,MCSC.4ZF 20 10 O 20 40 ( IN FEET } 1 inch = 20 ft. BUILDING DESIGN: ARCHITECT TO VERIFY FIRE RATING REQUIRED FOR BUILDING WALLS CLOSER THAN 10' TO PROPERTY LINE. ARCHITECT TO VERIFY BUILDING HEIGHT DOES NOT EXCEED THE 60 FT. MAXIMUM HEIGHT ALLOWED. NOTE: ALL EXISTING ONSITE STRUCTURES, CURB, AND ASHPHALT TO BE REMOVED. tj -0o i-4•i �1 i Cli co / a "do M m G X M Z. co M.., D z w �O 1 g ,_, _ I31:� I� I L� U.S. ROUTE 50 t I I EX EDGE OF PAE6M/CURB T� �e 2� r r erguo eaX ay am U• S. ROUTE 50 CURB AND GUTTER PROJECT SUMMARY TAX IDENTIFICATION NUMBER 64A-4-1 EXISTING PARCEL AREA 1.416 ACRES DEVELOPED PARCEL AREA 1.416 ACRES ZONING B2 ADDRESS 1055 MILLWOOD PIKE CURRENT USE VACANT PROPOSED USE HOTEL DISTURBED AREA 1.4 ACRES SETBACKS REQUIRED PROVIDED FRONT (RT. 50) 50' 54.67' FRONT (TULANE DRIVE) 35' 98.93' SIDE N/A 9.62' REAR N/A 50.00, PARKING 5' 5.00' BUILDING HEIGHT 60' (MAX.) 58' GROUND FLOOR AREA 13,010 SQ.FT. NUMBER OF STORIES 6 FAR ALLOWED 1 FAR PROVIDED 0.21 MINIMUM LANDSCAPED AREA 0.21 AC. (15%) LANDSCAPED AREA PROVIDED 0.32 AC. (22.7%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/ROOM) 100 102 HANDICAP SPACES 5 5 TOTAL SPACES PROVIDED 0 102 LOADING SPACES 2 2 PARKING LANDSCAPING PAVEMENT AREA 32,575 S.F. PAVEMENT TREES REQUIRED 16.3 ® 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 17 INTERIOR TREES REQUIRED 6.6 0 1/10 SPACES INTERIOR TREES PROVIDED 7 TOTAL TREES REQUIRED 22.9 TOTAL TREES PROVIDED 24 PARKING LOT LANDSCAPING REQ'D. 1,629 SO. FT. 0 5% PARKING LOT LANDSCAPING PROVIDED 1,700 SQ.FT.(+/-) ® 5% NOTES: 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. 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 21 B UNITS. 9.INN & SUITES SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING :OMPACTED SUBGRADE CODE AND SECTION 310USE 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.) 10. 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. STANDARD PAVEMENT SECTI';N IL SECTION 903.2.8 OF THE WSBC SHALL ADDRESS THE AUTOMATIC FIRE Not to Scale 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 3" BM25.0 MIN. EXTERIOR LANDING. 50% OF ENTRANCES SHALL BE ACCESSIBLE. 8" VDOT 21B 14.AH OUTDOOR LIGHTING 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 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 OWNER SHOULD BE AWARE OF THE AIRPORT'S EXISTENCE AND FOREWARNED HEAVY PAVEMENT SECTION 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. 2' GRASS SHOULDER FROM BACK OF CURB TULANEDRIVE SAWCUT EDGE WIDENING o PROVIDE TACKCOAT VARIES �S- �\ 0 fX/$77N/ 1 ' 1 EX. EDGE OF <� r "� PAVEMENT ��,� • n SM-12.5A :;��; VOOT CG-6 1.5 J" BM-25 8" 21-B WELL COMPACTED 50GR4DE EXTEND 219 ar CRO55 SLOP£= 1/4' 1 ' 1 FT. BEYOND BACK UNLESS OTHERWISE NOTED OF CURB TULANEDR/VE W/DEN/NG TRIP GENERATION ITE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 618 T.P.D. ITE CODE 312 BUSINESS HOTEL AT 85% 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 pants to the structure. The contractor shall coordinate with the Fire Marshall to ensure these requirements are satisfied. ZO O'41 0 N V) V) Iv f- b w � 0 LIJ .v (1)N M 0 0 V] 0 N o U U za: c n W W J U' N Q ¢ t� o ca M o w c i m coo cn w w 0 �5..� O �,, a) as o 0 r w w �'>_ c W c u`ri ai a of v0a ¢ o o �m�a H LL ¢ ¢ • `'� V 'L o • L a) Rf � I'7 N •- Z �..� i fn !� O a� �+ N �{ al ' IL w LEGEND AN PARKING SPACES (NUMBER) . . . . . . . . PROPOSED CURB & GUTTER . . . . . . . . . . . . . . . PROPOSED CURB & REVERSE GUTTER . . . . . . . . . . . . TRANSITION BETWEEN REGULAR & REVERSE CURB . . . . PROPOSED STANDARD PAVED AREA (8' 2113/2' SM 12.5A) PROPOSED HEAVY DUTY PAVED AREA(8' 216/3' 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 . . . . . . . . . . . . . . . . . EXISTING WATER MAIN . . . . . . . . . . . . . . . . . ----- PROPOSED FIRE HYDRANT• • • • • • • - PROPOSED GATE VALVE & BOX W 2 - EXISTING SAN. SEWER AND MANHOLE • . . . . . . . . . . .- PROPOSED SAN. SEWER AND MANHOLE • . . . . . . . . . . . -tS�r-;SSI- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • • • • E PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • T PROPOSED GAS SERVICE G W L Q O' ^0 IN r+� w`I� O _ > s- N W 175 Q W N 0 V) z p Q U v ME c C cc 0 z z Y z n _3N w i 0 n 10 LL. Ir- 6�A3N6 ►NG• PIN & A� GEES TRIAL. 5A0 0.36LpT 6 g2 INpUS 4e Zp�1ERGIA� & tJs�- 5 � A O ' 71 5. GRATE (714.16) 1 �0 �Q0 `�� (G.'� >� 15/ INV.=706.76 71 o . GRATE (713.95) ,r ✓ i 1 INV.=711.25 J cc ' 714.4 QR s l 1 ' 714.1 0 ' MEET & MATCH EX. CURB. 714.0 ° W ® 'PROVIDE SAW CUT EpG1�- l TYPE- 0 r l ® �L PIN 64A-4-1 J • WMV INVESTM 5 r 715.201.4160 S to W oNED: ® M _1 f �c i' C3 11= EX �' 13:45 c;� ,r 13Y85 160 t- - GRATE (711.99 0 INV.=705. 3.0 r 6 m. WLF- ; 14.4 09 15.50 W CR. �� P 7 .0 r 71 3p El 715.55 .._ C1 WATE NE ESM'T 1 / TYPE: DI 1 1 LOW M{,tT & MATCH EX d- i;YC/E NTOR CURB, PROVIDE 1 45 LADING SPACE 1 LOADING SPACE INV.=704.85 SAW CUT EDGE AGE RIM=712.39 ¢�' 7 ° 14.30 v e6 INV,=�04.77 _ v }. "S ❑ (0 ❑ Vi.LIE6 ,713.50 9 714.60 ESM ..� F ` I (o I ti Q , �Nm� 7 .. o Q I 71 0 W pNV IM, AIIII 15, w 16W INVERT AT W p 1 GAR GE 5 WAL =708.0 - o AREA = 13,010 SF FF ELEV. = 715.00 0 714.70 d GARAGE FLOOR -ELEV. = 706 t 0 v 715.Oa ��, 100 ROOMS WITH NO MEETIN( o LL OR RESTAURANT FACILITIES RKIN_ C:)° _ NIEEzI DR_ SPACE v f CO t=i ` I I� IN: C::�. IP Jo N 71 .00 \ U P N kn N'Irj �' 7l� 00 L ti Ell -1 y F��2s,Q ROOFki 71 . -y- i W Q •. Q ` DRAIN 8" INLINE ~O = -j 714.50 6" CPP DRAIN 6"•CPP �" 71 f. � 0 7 k.... -- - - - IRH �S PROP AS S ESTMM'T �� t� �S a� 5 V�37643�5 W 300.�0' �-S IS� non, •_ , _ �",.1 I �`Lt '�"- �'.'. ".:.3 j O P//V 64A-4-3 WRGINIA L ODGING (MEET & MATCH EX, DS 641 PG 802 l CURB. PROVIDE 'SUPER 8 MOTEL i iSAW CUT EDGE ZONED: 82 .�i9APH/CSC.4LE 20 10 0 20 40 1N FEET 1 inch = 20 ft. INV. (718.34) OC 0 85 ilk 9.3 r 0�• 5 t 0 rs F i P/N 64A-2-I3 `0 t i i% RVIN C. FLEET and F 1 j.5�ILDRED A. FLEET 3874 ACRES S1 (LOT �1\- COLLEGE PARK) ZONED: RP 100 USE;,, \,RESIDENTIAL 21 -/► 2 1 WPP 1' I It \ HK) \ IOI TIAL Y �r PIN 64A-2-11 HARLEY N. OATES, SR. and MAROUETTA L. OA TES OB 470 PG 267 (LOT 11 - COLLEGE PARK) ZONED: 82 USE- RESIDENTIAL EX. SAN_SEWER (PRIVATE) ,PIN 64A-2-10 RA KUOND M. KACKLEY (LOT 10 - COLLEGE PARK) OC ZONED: B2 USE.- RESIDENTIAL DUPLEX SUMP PUMP LOW WATER LEVEL (PUMP OFF)=702.5 LEAD PUMP ON=703.5 LAG PUMP ON=704.5 HW ALARM=705.5 DISCHARGE ELEVATION=708.5 100 YEAR STORM FLOW=0.92 CFS=413 GPM 7•25 ESTIMATE OF DISCHARGE HEAD=9.2 FT. © 413 G =3 FT, ® 210 GPM PUMPS SIZED FOR TWO PUMP ON CONDITION AT Permanent Stabilization, Alt disturbed areas not paved shalt receive a rein, 6 in, topsoil and be seeded as foltowsl 200 lbs 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 Stabilizationi 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 (b, 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 . . . . . . . . . . INLET PROTECTION • • • • • • • • • • �lJQ LIMITS OF CLEARING . • . • • • • • • DRAINAGE DIVIDES . . . . . . . . . . Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 706.40 705.80 43 15 1.37 CPP 2 707.12 706.60 52 15 1.00 CPP 3 708.26 707.32 190 15 0.50 CPP 4 708.51 708.46 11 15 0.50 CRP 5 707.90 706.87 103 15 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 Throat 1 706.60 706.40 712.50 DI-1 -- 2 707.32 707.12 713.10 DI-1 -- 3 708.46 ** 708.26 713.25 DI-1 -- 4 -- 708.50 713.50 DI-213 6 5 -- 707.90 712.00 DI-1 -- >ti 8• INV. IN=708.00 ** 2• INV. IN=710.00 CONSTRUCTION OF A SILT FENCE (97TH WARE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. 1 A, I FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 110, FLOP 4. BACKFILL AND COMPACT THE EXCAVATED SOIL EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. FILTER FABRIC IIIIII I ? %' WIRE II NON• • • w � IF . 4 C40) V v. 0 Q.0 N (n C4 N Q) •U 0Q n w W O �Q � o M M Q N U O Cd N U A C CrJ Cr_� C 0) 70 _� M 0) w w a j U CV O a CD U J a L ti Ui �� 0 0 w � � L rn � (0 cwn V) �"�1 ° �' W v Co w w Q Z co W Of a 0 0 � m a- '0 U. V 'L' O, L a� _) CV Z C 0) o CT •'� d w BLOCK I GRAVEL I'I • INLET BLOCKSEDIMENT FIL TER WIRE SCREEN CONCRETE -------------- •�•.i�:�!:•tZ1•.�y1"Zi !!Y+•Cii�i?y�:'iS•�i FILTER WIRE SCREEN OVERFLOW FILTERED WATER WATER_ I M I WWI SEDIMENT 111111=111111=1ilill DROP -I H GATE a• a SPECIFIC THIS METHOD OF INLETPROTECTION 1 HEAVY. - ARE EXPECTED AND WHERE OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING 1 AROUND THE GRAVEL SHALL BE rr OR #5 COARSE SOURCE: !d ted from Installation of Straw and Fabric Filter Barders for Sediment Control PLO. 3.05-1 SOURCE: VA. DSWC %"WET* STONE CONSTRUCTION EXESTIN ,. II II=11 11 20.r4101'14' 1=11 �r� �f�t�r�f�r�• �r�all� II-11-11-11=11 MOUNTABLE .. (,, SIDE • • EXISTING GROUND WASHRACK •f i10, MIN. „ •l! EXISTING >yr:iPAVEMENT u��C•�?. i'l•�i%�j�l� �t IVE DRAINAGE 10, min .. .,. TRAPPING DEVICE MUST >>. FULL WIDTH OF INGRESS . EGRESS OPERATION 3' MIN 1=a-1i-�•L••.••.+/.••'+1'•1'+1'•1'•1'+1'!1'N'+,1'!' .II=II=I1' ��i�ii�)�.��.�i�i�\i'•�1t:��.11>��i?.�i�i�i'i�l�•�y' FILTER CLOTH SECTION r 1� •j 1 •' • `� .-�.Xw.�C • .tits.,+-.�- REINFORCED CONCRETE DRAIN SPACE SECTION • PLATE. 3.07-3 GRAVEL CURB INUT SRDIKRNT FILTER GRAVEL FILTER* I.-12• RUNOFF WATER �?�aLr .`-_•�;tea.► a• a. AII Till = ICI-'_ IWI-==11� Ili-- lint Ililll�llllli Ililll SEDIMENT CONCRETE GUTTER 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 SHALT BE VDOT #3, 1357 OR 5 COARSE AGGREGATE. SOURCE: VA_ DSWC IJ F ICAI Cf) g 3 a z Z 0 Z - U W W W IE Z � L0 11"I.- Q 0 Co N N � O M w U Ld Q = cn to ch PLATE 3.07-8 1 Z 2 w 0 U O � Z W 0 ~ N t` U c C L O r Z Y Z n _ ZiN o U w.- x ( /N FEET 1 inch = 20 ft. DETAIL A CATEGORY "B" ZONING BUFFER Will LANDSCAPE SCREENING 40' AU £ASTDW RED CELWR OR 10' 10' 10' 10' emss N. HOGHT AT PL44WNO 2' 3' 3' 2' 3' 2' 2' 3' 2' 3' 3' 2' 3' 2' 2' 3' RED U4PLE OR _ L/TTLE LEAF LINDEN (ZO" CALIPER) LENGTH OF SCREEN 165 FT � TREES REQU/R£O, 3/10 FT= 26 j 1/3 DECIDUOUS = ,Q 2/3 El/FRGREEN = 17 PROWDE. 5 LEYLAND CYPRESS 4 EASTERN RED CEDER NOT TO SCALE LA 6 OPAQUE FENCE REQU/RED AS SHOWN ON PN d RED MAPLE 2.0- CALIPER 2 LITTLE LEAF LINDEN 2.0" CALIPER DETAIL B CATEGORY "B" ZONING BUFFER WITH LANDSCAPE SCREENING �' EASTERN RED 0,&W OR 10' 10' 10' 1 10' [EnwO cnrz ,+ '$ 48' A//N. IISGHT AT PLANT/NC NOT TO SCALE LENGTH OF SCREEN 105 FT TREES REQUIRED, 2/10 FT= _Zf PROKDE.• 10 LEYLAND CYPRESS 11 EASTERN RED CEDER B • SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. 14 STEIl. REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED TIES 0 1'-6' O.C. 13 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1' TOOLED EDGES HAND RUB FINISH ON SURFACE OF CONCRETE AND ALL IN VOIDS, SMOOTH FINISH ON ALL 'I EXPOSED CONCRETE SURFACES. PAINT YELLOW ABOVE GRADE. FACE OF S-0" CURB GRADE 8' GALVANIZED GROUND ROD. BOND TO POLE. #3 STEEL REINFORCEMENT TIES 0 1'-6' O.C. #4 STEEL REINFORCEMENT >> BARS LIGHT POLE LIGHT POLE BASE WITH COVER PLATE NONSHRINK LOAD BEARING GROUT ANCHOR BOLTS FURNISHED WITH LIGHT POLE. BOLT SIZE PROJECTION AND BOLT CIRCLE PER MANUFACTURER'S I RECOMMENDATION. III I 1'-8" 0 CONCRETE BASE 111 �I�I P.V.C. CONDUIT AT 2'-6' II BELOW GRADE TO PANEL NOTE: ALL UNDERGROUND WIRING TO BE IN NON—METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL + LITHONIA KAD 40OW MH 4-FIXTURE MOUNTING HOGHT-201 ago LTTHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20I ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels Cut away all balling ropes Remove top of wire basket DO NOT prune terminal leader or branch tips I / W W c�j v Z 0 U U a w W � U Q Q in LU o 0 0 0 <c Q Prune narrow crotch angles and water spouts Prune broken branches Prune suckers 2"-3" mulch kept away from trunk Soil well to contain water UNAMENDED backrill soil Partially backfill, water to Widen and score hole wall- -� settle soil, finish backfilling Area for water drainage Remove container and cut circling Leave solid soil pedestal — do roots if container —grown, or as much not dig deeper than ball depth burlap as possible if field grown Dig hole 2-3 times root ball width TREE PLANTER DETAIL no scale PLANTING SCHEDULE COMMON NAME SIZE AT TIME OF PLANTING SPACING QUANTITY o PIN OAK 2' CAL 0 6" HIGH AS SHOWN 12 RED MAPLE 2' CAL 0 6' HIGH AS SHOWN 14 DOGWOOD 2' CAL 0 6' HIGH AS SHOWN 3 HETZ HOLLY 3 GAL. CONTAINER, 36' HEIGHT 3' O.C. 85 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 SO. 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 165-36B OF THE FREDERICK COUNTY ZONING ORDINANCE. ANY PLANT SUBSTITUTIONS MUST BE APPROVED IN WRITING BY THE FREDERICK COUNTY PLANNING DEPARTMENT. R �NlA J� - t O _ = N N W J Q o 0 N w� O > w w J ITJ C U) Cf) 0 O Z Z —J O U CI z Z LAJ Y Z 3 U w N U CL- r' EX 72 715 71 705 F- W J Z W 0+00 0+50 1 +00 1 +50 2+00 STORM q-2A,28,2C EXISTING OR PROPOSED SIDEWALK, SEE NOTE 15 EXPANSION JOINT BACK OF SIDEWALKzf E7(PNn10N JOINT �A BARS -1 a I `' c4 FACE OF FLO ACK CONTROL z•-o" z•-z" c 3'-6- 6' MN, IO'MAX. A PLAN VIEW 10 MAX. e \ / 1 GASLLJ O J C EX GRADE @ CL QPROP C7 �_„ ,- --- - X w T o Lq C2 C3 100 @ 0 50 7 I 15 PP I 'i -t--- � Cl @ 1.0 ( ! 11 4 P -- -- @ Q.50 % @ 1. 7 % 15" CPP { 15' PP , - U UU to UN I 0 �- , UfD 00 to N to r- 11 cO. N L L) W W CINI�-J t� J Nr z NOOK ZZ r• �� I ZO. (, 19 I ZO m O 10 +O> OF-Z _� I -- OdF-ZZ, �» I D�Zg �>> --- I ONF DO + >> ZZ �I to 2+50 INSERTABLE SHEET A 153 d- U N to 8K8„ L&/"X2'/2-x'/4" I->•-E 6" GALV. UC6X12 BARS A-1 D. _1 D e tp` C-C BARS B �` WELDED e 10" C-C. JOINTS TYPICAL BARS C - e B" C-C BARS A e 10" C-C L-.-E SECTION B-B COLLAR 1„ 7 r-r r•o" r BARS A- GALV "X2%i"x'/4".., -,,... OF O ° ACH SURFACE GALV. MC6Xr2 GALVANIZED MC 6 X 12 t' 00 4 4 WARPED SECTION D-D T iARS " C C SURFACE r.g, WE I i BEFORE 3" DIAMETER B B ARSE 4 6"BARS C-' 8, GA v. WEEP HOLE WEED ALL SEE NOTE 8 MC6%12 - X 4" ST(UO SHEAR SECTION C-C CONNECTOR r0 COLLAR. FRONT ELEVATION ADECREASE To r WHEN MEET IS USED SECTION E-E Ot-2A p-28 WITH MEDIANS. WARPED GUTTER BARS A-1 APPROACH GUTTER 7" r �o z I I I I ry _ o EPHOLE ,�� 'iI 1 N BARS A -I o' I„ SEE NOTE 8 SENT PLAUTES I J �r�f'� xV♦- ! R 2 = BARS A APPROACH �� C_C SURFACE FOR USE ON GRADES a w BARS B e �/ ^X4" STUD ' = j(3 10" C-C tpr"�+,c.,�, C 1 '/� SHEAR CO►N. 01-2C L BARB o a" C-C MELDED TO ANCL I IRON - 2'C•C I TYPE A WAD TYPE B J 6 - SURFACE 1 I - •' STEPS NOSE DETAILS j F�LOM ; F� 8,2`3"I it SEE MITE 5 TYPE A NOSE DETAIL SHALL BE USED WITH CG-7 STANDARD L U 3•-7` TYPE B NOSE DETAIL SHALL BE USED WITH CG-6 STANDARD CALVAMZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE FOR USE N SAGS SECTION A -A OF 68.30'AD IS TO BE ANCHORED WITH V2"X4" STUD BOTH SIDES TO BE SYMMETRICAL FOR STEP DETAILS SEE STD.ST-1. SEAR CONNECTORS WELDED TO BENT PLATE AT 2 C-C. SHEET toF z STANDARD CURB DROP INLET REFERENCE REV 7/05 12" - 24" PIPE: MAXIMUM DEPTH (H) a 9' 233 104.03 VRGeiA DEPARTMENT OF TRANSPORTATION 302 PROP EX G 715 71 705 TABLE OF QUANTITIES a-2A 2e.2c L REINFORCING STEEL TYPE CONCRETE BARS A BARS A-1 BARS B BARS B-1 BARS C BARS E BARS F WEIGHT Cu. Yds. Now Lin. ft. IH No. Lin. Ft. No. Lin. Ft.* No. Lin. Ft. #E No. Lin. Ft.* No. Lin, FL* No. Len. Ft.* Los. DI-2A 2'-2" 1.71 4 3'-2" 5 S-2" 4 3'-6" - - 21-01, V-6" 55 4- 1.95 4 3', 2" 5 5'-O' 4 3'-6" 3 4•-3" to 4'-6" 5 3 2'-0" 1'-6" 84 4--0' - 6' S '-tY' 7 4'- '- 3 t 2.Z3 4 3'-2" 4 3`-6" 3 to 4'-6" 5 2'-0" 1'-6 19 3 8' 2-51 4 3'•2` 5 9'-0" 4 N-6" It 4'-3" to 4'-6" 5 2'-0" 3 6'-O' 3 1'-6- 154 DI-29 t0' 2.79 4 '-2" 5 lr•0` 4 31•6" 15 4'-3- to 4'-6" 5 2'-D" 3 8'-0" 1'-6" 189 12' 3.05 4 3'-2" 5 1 '-0" 4 3'-6" 19 4'-3" to 4'-6" 5 2'-0- 3 NY-O' r-6" 224 14' 3.34 4 3'-2" 5 15'-O` 4 3'•6" 23 4•-3" to 4'-6" 5 2'-O" 3 12'-0" 3 r-6" 259 16, 3.61 4 3'-2'* 5 17'- •' 4 3'-6" 27 4'•3" to 4'-6" 5 2'-0' 3 14'-0" 294 18' 3.89 ♦ 3'-2" 5 t9'•0" 4 3'-6" 37 4'-3" to 4•-6" 2--0•' 3 161-0" 1'-6' 379 20' ♦.t7 4 3'-2" 5 2r 0 4 3' B" J 4'-3" to 4'-6" 2' 0" 3 18 0" V-6" 364 6' 2,24 4 3'-2" 5 7'-0" 4 S-6" 6 4'-3" to 4'-6" 2'-0" 6 2-r 6 r-6" its 8' 2.55 4 3'-2" 5 9 •0" 4 3'-6" 10 4'-3" to 4'-6" 2-0" 6 3'-r 6 1'-6" 150 1 2.82 4 '- " 5 tt'-0" 4 3'- " 14 4'-3" to 4'-6" 5 2•-0" 4 4'-1' 6 - 185 DI-2C �• 3.09 4 3'-2" 5 13'-0" 4 3'•6" 18 4'-3" to 4'-6" 5 2'-0" 6 5'-r 6 220 14' 3.37 4 5 IS'-0" 4 '- 2 4'-3' t0 4'-6" 5 2-0" 6 6'-1" _ - 233 Ifi' 3.65 4 5 17•-0" 4 3'-e'• 26 a'-3" 10 4•-6" 5 2'-0" 6 7'-r 6 1•-6" 290 18' 3.93 4 3'-2" 5 t7-0'• 4 30 4'•3- to 4'-6" 5 2' 0" 6 B -r r-6" 325 20, 4.20 4 3'-2'• 5 2r-O" ♦ 3•-6'• 34 4'-3" to 4'-6" 5 2'-0" 6 9'-1" V-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 1 ORAN SUBBASE MATERIAL. WEEP HOLE WITH OF 2 IS TO BE L+16' AT 4.10 LBS./FT.. 2. THE `H" DIMENSION SHOWN ON THE STANDARDS 12"XIZ" PLASTIC HARDWIRE CLOTH 0/4" MESH AND SPECIFIED ON THE PLANS WILL BE OR GALVAMZED STEEL WIRE, MINIMUM WIRE 18. IH DENOTES LENGTH OF ONE (1) BAR. MEASURED FROM THE INVERT OF THE OUTFALL DIAMETER 0.03" NUMBER 4 MESH HARDWARE PIPE TO THE TOP OF THE STFtUCTl1RE, CLOTH ANCHORED FIRMLY TO THE OUTSIDE 19. ALL REINFORCING BARS TO BE M5. PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY OF THE STRUCTURE. FOR ESTIMATING PURPOSES AND THE ACTUAL 20. GRATE TO BE INSTALLED SO SLOTS WILL DIRECT DIMENSIONS SHALL BE DETERMINED BY THE 9. ALL REINFORCING STEEL SHAM HAVE A WATER TOWARD THE INLET THROAT. CONTRACTOR FROM FIELD CONDITIONS. MINIMIUM COVER OF 2". 21. MINIMUM HEIGHT=PIPE NA.1-2'-6" WHEN PIPES ARE 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS ID. AL REINFORCING STEEL TO BE CUT CLEAR OF LOCATED UNDER EXTENDED SLOT OF INLET. TO IE SHAPED IN ACCORDANCE WITH STANDARD AL OPENINGS BY 2". IS•1. THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE It CAST -IN PLAN CONCRETE IS TO BE CLASS A3 INCLUDED N THE BID PRCE FOR THE STRUCTURE. (3000 PSI). PRECAST CONCRETE IS 70 2 - •• 4000 P5. 4. IN THE EVENT THE INERT OF TIE OUTFALL PPE is HIGHER THAN THE BOTTOM Of THE /2. LENGTH OF SLOT (L) WILL, N EVERY CASE, 8E F Q F STRt1CTtRE, TEE INVERT OF THE STRUCTURE SHOWN ON PLANS. SHALL BE SHAPED WITH CEMENT MORTAR TO PREVENT' STANDING OR POHDINC OF WATER 0. THIS STANDARD IS INTENDED FOR USE N CURB IN THE STRUCTURE. THE COST OF FURNISHING AND GUTTER SITUATIONSY. J1 AND PLACING ALL MATERIALS IH CI"TAL TO THE SHAPING IS TO DE INCLUDED IN THE BD 14. STANDARD INLETS MAY DE CONSTRUCTED WITH PRICE FOR THE STRUCTURE. CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI S. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0` OR GREATER. FOR DETAILS SEE STANDARD ST-t 15. THIS AREA MAY BE EARTHEN. IN WHICH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO 6. THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CURB AND GUTTER. +5' 71 GRATE 7- M 4 X 8" SMOOTH DOWELS AT APPRO%MNATELY 16. CONCRETE QUANTITIES SHOWN ARE FOR DEPTH )50 + 7 Ibs Cost iron iV t2' C-C TO BE PLACED N ALL AREAS ADJACENT (H) OF 5'-2" WITHOUT PIPES. THE AMOUNT TO A9lfTTING CONCRETE TO PREVENT DISPLACED BY PIPES MUST BE DEDUCTED TO SETTLEMENT, OBTAIN TRU QUANTITIES. FOR INLETS OF DIFFERENT DEPTHS ADO OR SUBTRACT 0.28 CUBIC YARDS OF CONCRETE FOR EACH FOOT. SECTION F-F SPECIFICATION STANDARD CURB DROP INLET Sleet2 0l2 REFERENCE 233 12"-24" PIPE: MAXIMUM DEPTH (H)=9' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.04 GRADE GRADE @ CL z ADE @ CL CD U') to 4 - + o �'5 I_ ! ----- �a43-- I --� @ 1 00 CPP U 0 O In 0 CD In J 0(0 Cfl� N � r` II III it , 1. (co O II ZZO C o +o>> OF-ZZZ +{ o+ ;� I ++ C I 0+00 0+50 STORM 720 715 710 05 m CO Z to U OO < fit\ I I I- Oh�LU to II O Co O a- ; o + z D 0 GA EX GLADE @ CL ``' PROP R J U) a I` CD O_ X w �( _ MIN VER 21 WI L w -GLE w > w J _ Q � w I J _~ cfl x w � U 04 Q to LL1 r' IY o `l + + I I o o� 7 \DE @ CL 1+00 0+00 0+50 WATER GRAPHIC SCALE 50' 25' 0' 50' 700' 1 /NCH = 50 ft. HORIZ- 1 INCH = 5 ft. VERT 720 PRO GRAD @ CL EX GR DE @ IL �04 � 715 �w � 0 r- - a r` � 710 1.5, MI MIN 21 W/L 705 w J O 1 m Li W to - ~ I r,p x m 00 I N O O {c 0+00 0+50 WATER DI 1 1/2 SECTION CAST LRON �}--'/z SECTION STEEL NOTES 2•-7" L 2'/2" x 2'/2" s'/i' 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to of r•3D/= • 10'-4" long FOi-iDEPTH GREATER THAN 10' USE STANDARD • cost with cow °~ 2. THE "H" DIMENSION SHOWN ON THE STANDARDS B B AND SPECIFIED ON THE PLANS WILL BE A --- A PE MEASURED HE TOP OF INVERT STRRUUCTL RE OUTFALL j CAST GAL V. f2L AN -w 00ENSIOHS ARE AppROXWATE ONLY J■ IRON STEEL One seidtd FOR ESTIMATING PURPOSES AND THE ACTUAL 66 + I lent ONAN90NS SHALL BE DETER%ir"M BY THE v OptionM i 1 3 be. 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs inclu6ng ntludng weld es 3. WHEN SPECIFIED CN THE PLANS THE INVERT IS lugs on"ectors ca,nectors TO BE SHAPED N ACCORDANCE WITH STANDARD to color IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS NCMNTAL TO THE SHAPING t5 TO BE INCLUDED N THE W PRICE FOR THE STRUCTURE. %' x f/i x 4 J -/2" x 4" 4, IN THE EVENT THE INVERT O' THE OUTFALL 9'/i -7" g'/2" Lugs PIPE IS HIGHER THAN THE BOTTOM OF THE Stud Shear STRUCTURE, THE INVERT OF THE STRUCTURE V „ Connectors SHALL BE SHAPED WITH CEMENT MORTAR TO " t, 2" 9'/2" , PREVENT STRUCTURE. OR POCOST OF WATER I(~------'T�-"ll N THE STRUCTURE. THE COST OF FtRrAS11I)G PLAN AND PLACING ALL MATER)ALS INCIDENTAL TO (Grote Removed) �k PRICE f0 STMET SKOPING IS RUCTURBE E. LUDED N THE 9D SECTION B-B 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0- OR GREATER. FOR DETAILS SEE STANDARD ST-1. pIdEHSK)<NS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. MI 4 X 8" SMOOTH DOWELS AT APPROXWATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4. 2" D TO ABUTTNG CONCRETE TO PREVENT Had"l Cloth �'-6•. SETTLEMENT. N LIEU OF DOWELS A 2"X4" 2 -7 NOTCH MAY BE PROVIDED. SEE STANDARD 3" D;omctMH r-3•• T-N-3, 4 FOR ALTERNATE DESIGN. �p hole y b , «� See Note 9 N 8. 3" DINNER WEEP HOLE WITH 12'•X12" PLASTIC n $ S HARDWARE CLOTH /4" MESH OR GALVANIZED ' w ^' 'E STEEL 4YiRE MINNW WIRE DAMETER 0.03% i : st+ P D Color 'e: n --4" depth Aggr, HOURS wmr 4 riESH HARDWARE CLOTH ANCHORED a I68.e78 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. E. .Ss 12.. i8 x 6" width fl��OdQOBOB J'° EE £ 9, CAST N PLACE CONCRETE IS TO BE CLASS A3 N0 CPT p ,2"->5".,B' a 24" �� QOQflQ��OD00000 i4aoP9) PRECAST CNkNCRETE IS TO BE 10. ANY ALTERNATE METHODS OF ANCHORAGE (�(� n jj j� MEETING THE APPROVAL OF THE ENGINEER a. r7 ' o s p �t,j(�Q�U�If�OI'D� i MAY 8E SUBSTITUTED FOR THE CAST IRON uu1p�� U U �i LUGS AS SHOWN HEREON. D SECTION A -A �4.•� CONCRETE QUANTITIES FOR MIN. DEPTH -' L- 12" concrete pipe - 1,440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15•' concrete pipe - 1.528 Cu Yds. Concrete IB" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds, Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odd76"foot of depth. APPROXIMATE WEIGHT Cost Iron Grote 363 t 18 Its SPEFUTO STANDARD DROP INLET _` 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 VRGNIA DEPARTMENT OF TRANSPORTATION 302 104,01 ACCESS WAY VENT STRAIN RELIEF CORD\ CONNECTOR FIELD JD'.MT, REQUIRED FOR MODELS T"ME, THEN 2.014-93 INTERNAL WELL VENT 2.0' DNA. INLET, GROMMET TO ACCEPT -1.50' O.D. PVC PIPE (STANDARD). DJST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR Bl1RIAL)I , 40 in '.023 nim DISCI ALARM 31 rn 800 m 26 in ON 648 mm _ 98 gal ! 0� 383 L 445 in m 1 65 246 L l .n4.t al v 49 gal 185 L SEMI -POSITIVE 'DISPLACEMENT TYPE ?U•P DIRECTLY DRIVEN BY A 1 H� MOTOR CAPA3LE OF L'F_LIVE.RING 9 9pm AT 138' T.D.H. (34 IPm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR S REQUIRED TO PREVENT TH_ TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGH- OF ANCHOR 2014 / WAIT=R TIGHT LID. FRP DUAL WALL,CORRUGATED y h WAY DPE ACCESS WAY 8 ALARM CABLE 12-6 W/GN .D ELECTRICAL QUICK DISCONNECT (EQD) CORE CCNTRCL COMPARTMENT BREATHER DISCHARGE 1 1/4' FNPT (3C4 5.5.) QUICK DISCONWFCT ASSY. I (30+ S.S.) I SS CAST BALL VALVE ` 1 1/4' DISCHARGE LINE f I I (304 S.S.) CHECK VALVE (GLASS FLLED NORYL) I ANTI -SIPHON VALVE (GLASS FILLED NORYL) I II HOPE TAN{ 1 1/2' NOMINAL WALL TH:CKNE-SS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. (DL �sF(ED SEWAGE PUMP STATION SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 214. CONTACT STEVE STATION @ DESIGN EQUIP. C.O. 804-752-6335 FOR INFORMATION. 725 720 715 710 Q GAS w J � in LU PROP G ADE @ CL o SEX GRADE @ CL to ` o 4' IN COR .5' MIN CLf AF2 " 1 WA O Z X d � 4 wO rl- >V > O U) Z > a I ZQ O f DO 0+00 0+50 1 +00 1 +50 WATER 720 715 10' r 4" PVC SDR-21 SEWER LAT. @ 2.0%- 710 705 700 EX GRADE @ ; ✓ PROF GRAQ 49' " P C SDR- 1 } l Q -0RGE-MACt w 0 - " d 61' A I o+ % = 6 PVC SD -21 U Z ll,i m -- O - d � Z d to �f H N I F- r` II (n Fz 11 = O o11Z atTIIZO Z OWj �t�WL-I +O � +O d0E-ZZ - u 0+00 0+50 SEWER 1 +00 ,-L E @ CL O w Q -� 1N1A o U) ad Z i^ z §o M N , w � w O p a_ 00 CV 0) Ln V ui OZ o. o M I» a) V d -C 5 ~ U) w w � •- Q) N U U ZO O (A fl) u) �' C w w a -V _1 U > N O C-DCD L Q -< r In in •-. 0 0 Q t) ci U) (ten to M c W W W O_ sue- C t!B l>7 Ct tr H U. 4-, w W Q Q I» U •� o w L 0) N1S _� N Z O a� 1 0 �., C W bfJ CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA GIRD-� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES t2 C.i. FRAMER COVER * CLEAN cur I-+ STArx--� saHMAIN SEVER e'• e" MAIN KDL 30 MtN. RONF. 0.12 IN' /FT. $ ' STEEL - ASTM A-185 Cuv sACIo nL SET FRAME IN CEMENT MORTAR BED Gt� sra SEI.Ecns nlArEran. am 47 NON - SAG JOINT SEALER SHALL BE USED NAx IN AREAS SUBJECT TO FLOODING. COATED W/ FIBROUS BITUMASTIC COATING TEE vrE k�= Pra�DFACTURED �-�' IxEas uT1cRVac .� e4" Ln NOTES: 1tF vrE SIwN a PLANS $MEPMANHOLE COINSTRUCTION SHALL '! SIR 21 CAS%E7ED POPE CONFORM TO ASTM SPEC. C-478 AM Fes' PLUG On1N ataN OUT na vmI sRAsx PLUG �•' v, MIN. CONC- STRENGTH AT ' PAELLA MODEL PA4SV-C9( (4n 28 DAYS - 4000 P.S.I. «r» SDR �' PA40I.A MODEL PA6SV-Cbc (6h ,T ,' ALL JQINTS, HOLES, EEC. SHALL BE GROIl11:0 SHUT ♦s• S .I -- SEVER SERVILE CONNECTION STANDARD E2LV4AAR ALL JOINTS TO BE '0• RING RUBBER PER �'1T1� BEDDING Tn�t CHOUT ' •• .� ' ti GASKETS: PER ASTM C-361 L 3•' -'` .- 48" DNA }.: FLEXIBLE JOINT SHALL BE qq �, CAST IN PLACE ! (- CtEAM an + _ - O IP4 STACK OF LARGEST PIPE TEE OR WYE PREnAIISACncED PROPOSED SERVICE LATERAL SUPPORT PIPE ON / 57 STONE BEDDING EXTEN�o BA•S£. PRECAST MONOLITHIC � BE ll a FFllltil COUPLING SAT CRIT^ OF gOF HOUSE EVER� NOTES: BENCH SHALL BE CONCRETE $ ' WHERE STUBS OR KNOCKOUTS ARE �' 'T° 6" OF STONE BEDDING oasTOc SERvtcE umw. 43' PROVIDED FOR FUTURE CONNECTIONS BENCH SHALL BE SO FORMED SPRING LDE PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 GA EX GLADE @ CL ``' PROP R J U) a I` CD O_ X w �( _ MIN VER 21 WI L w -GLE w > w J _ Q � w I J _~ cfl x w � U 04 Q to LL1 r' IY o `l + + I I o o� 7 \DE @ CL 1+00 0+00 0+50 WATER GRAPHIC SCALE 50' 25' 0' 50' 700' 1 /NCH = 50 ft. HORIZ- 1 INCH = 5 ft. VERT 720 PRO GRAD @ CL EX GR DE @ IL �04 � 715 �w � 0 r- - a r` � 710 1.5, MI MIN 21 W/L 705 w J O 1 m Li W to - ~ I r,p x m 00 I N O O {c 0+00 0+50 WATER DI 1 1/2 SECTION CAST LRON �}--'/z SECTION STEEL NOTES 2•-7" L 2'/2" x 2'/2" s'/i' 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to of r•3D/= • 10'-4" long FOi-iDEPTH GREATER THAN 10' USE STANDARD • cost with cow °~ 2. THE "H" DIMENSION SHOWN ON THE STANDARDS B B AND SPECIFIED ON THE PLANS WILL BE A --- A PE MEASURED HE TOP OF INVERT STRRUUCTL RE OUTFALL j CAST GAL V. f2L AN -w 00ENSIOHS ARE AppROXWATE ONLY J■ IRON STEEL One seidtd FOR ESTIMATING PURPOSES AND THE ACTUAL 66 + I lent ONAN90NS SHALL BE DETER%ir"M BY THE v OptionM i 1 3 be. 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs inclu6ng ntludng weld es 3. WHEN SPECIFIED CN THE PLANS THE INVERT IS lugs on"ectors ca,nectors TO BE SHAPED N ACCORDANCE WITH STANDARD to color IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS NCMNTAL TO THE SHAPING t5 TO BE INCLUDED N THE W PRICE FOR THE STRUCTURE. %' x f/i x 4 J -/2" x 4" 4, IN THE EVENT THE INVERT O' THE OUTFALL 9'/i -7" g'/2" Lugs PIPE IS HIGHER THAN THE BOTTOM OF THE Stud Shear STRUCTURE, THE INVERT OF THE STRUCTURE V „ Connectors SHALL BE SHAPED WITH CEMENT MORTAR TO " t, 2" 9'/2" , PREVENT STRUCTURE. OR POCOST OF WATER I(~------'T�-"ll N THE STRUCTURE. THE COST OF FtRrAS11I)G PLAN AND PLACING ALL MATER)ALS INCIDENTAL TO (Grote Removed) �k PRICE f0 STMET SKOPING IS RUCTURBE E. LUDED N THE 9D SECTION B-B 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0- OR GREATER. FOR DETAILS SEE STANDARD ST-1. pIdEHSK)<NS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. MI 4 X 8" SMOOTH DOWELS AT APPROXWATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4. 2" D TO ABUTTNG CONCRETE TO PREVENT Had"l Cloth �'-6•. SETTLEMENT. N LIEU OF DOWELS A 2"X4" 2 -7 NOTCH MAY BE PROVIDED. SEE STANDARD 3" D;omctMH r-3•• T-N-3, 4 FOR ALTERNATE DESIGN. �p hole y b , «� See Note 9 N 8. 3" DINNER WEEP HOLE WITH 12'•X12" PLASTIC n $ S HARDWARE CLOTH /4" MESH OR GALVANIZED ' w ^' 'E STEEL 4YiRE MINNW WIRE DAMETER 0.03% i : st+ P D Color 'e: n --4" depth Aggr, HOURS wmr 4 riESH HARDWARE CLOTH ANCHORED a I68.e78 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. E. .Ss 12.. i8 x 6" width fl��OdQOBOB J'° EE £ 9, CAST N PLACE CONCRETE IS TO BE CLASS A3 N0 CPT p ,2"->5".,B' a 24" �� QOQflQ��OD00000 i4aoP9) PRECAST CNkNCRETE IS TO BE 10. ANY ALTERNATE METHODS OF ANCHORAGE (�(� n jj j� MEETING THE APPROVAL OF THE ENGINEER a. r7 ' o s p �t,j(�Q�U�If�OI'D� i MAY 8E SUBSTITUTED FOR THE CAST IRON uu1p�� U U �i LUGS AS SHOWN HEREON. D SECTION A -A �4.•� CONCRETE QUANTITIES FOR MIN. DEPTH -' L- 12" concrete pipe - 1,440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15•' concrete pipe - 1.528 Cu Yds. Concrete IB" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds, Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odd76"foot of depth. APPROXIMATE WEIGHT Cost Iron Grote 363 t 18 Its SPEFUTO STANDARD DROP INLET _` 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 VRGNIA DEPARTMENT OF TRANSPORTATION 302 104,01 ACCESS WAY VENT STRAIN RELIEF CORD\ CONNECTOR FIELD JD'.MT, REQUIRED FOR MODELS T"ME, THEN 2.014-93 INTERNAL WELL VENT 2.0' DNA. INLET, GROMMET TO ACCEPT -1.50' O.D. PVC PIPE (STANDARD). DJST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR Bl1RIAL)I , 40 in '.023 nim DISCI ALARM 31 rn 800 m 26 in ON 648 mm _ 98 gal ! 0� 383 L 445 in m 1 65 246 L l .n4.t al v 49 gal 185 L SEMI -POSITIVE 'DISPLACEMENT TYPE ?U•P DIRECTLY DRIVEN BY A 1 H� MOTOR CAPA3LE OF L'F_LIVE.RING 9 9pm AT 138' T.D.H. (34 IPm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR S REQUIRED TO PREVENT TH_ TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGH- OF ANCHOR 2014 / WAIT=R TIGHT LID. FRP DUAL WALL,CORRUGATED y h WAY DPE ACCESS WAY 8 ALARM CABLE 12-6 W/GN .D ELECTRICAL QUICK DISCONNECT (EQD) CORE CCNTRCL COMPARTMENT BREATHER DISCHARGE 1 1/4' FNPT (3C4 5.5.) QUICK DISCONWFCT ASSY. I (30+ S.S.) I SS CAST BALL VALVE ` 1 1/4' DISCHARGE LINE f I I (304 S.S.) CHECK VALVE (GLASS FLLED NORYL) I ANTI -SIPHON VALVE (GLASS FILLED NORYL) I II HOPE TAN{ 1 1/2' NOMINAL WALL TH:CKNE-SS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. (DL �sF(ED SEWAGE PUMP STATION SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 214. CONTACT STEVE STATION @ DESIGN EQUIP. C.O. 804-752-6335 FOR INFORMATION. 725 720 715 710 Q GAS w J � in LU PROP G ADE @ CL o SEX GRADE @ CL to ` o 4' IN COR .5' MIN CLf AF2 " 1 WA O Z X d � 4 wO rl- >V > O U) Z > a I ZQ O f DO 0+00 0+50 1 +00 1 +50 WATER 720 715 10' r 4" PVC SDR-21 SEWER LAT. @ 2.0%- 710 705 700 EX GRADE @ ; ✓ PROF GRAQ 49' " P C SDR- 1 } l Q -0RGE-MACt w 0 - " d 61' A I o+ % = 6 PVC SD -21 U Z ll,i m -- O - d � Z d to �f H N I F- r` II (n Fz 11 = O o11Z atTIIZO Z OWj �t�WL-I +O � +O d0E-ZZ - u 0+00 0+50 SEWER 1 +00 ,-L E @ CL O w Q -� 1N1A o U) ad Z i^ z §o M N , w � w O p a_ 00 CV 0) Ln V ui OZ o. o M I» a) V d -C 5 ~ U) w w � •- Q) N U U ZO O (A fl) u) �' C w w a -V _1 U > N O C-DCD L Q -< r In in •-. 0 0 Q t) ci U) (ten to M c W W W O_ sue- C t!B l>7 Ct tr H U. 4-, w W Q Q I» U •� o w L 0) N1S _� N Z O a� 1 0 �., C W bfJ CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA GIRD-� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES t2 C.i. FRAMER COVER * CLEAN cur I-+ STArx--� saHMAIN SEVER e'• e" MAIN KDL 30 MtN. RONF. 0.12 IN' /FT. $ ' STEEL - ASTM A-185 Cuv sACIo nL SET FRAME IN CEMENT MORTAR BED Gt� sra SEI.Ecns nlArEran. am 47 NON - SAG JOINT SEALER SHALL BE USED NAx IN AREAS SUBJECT TO FLOODING. COATED W/ FIBROUS BITUMASTIC COATING TEE vrE k�= Pra�DFACTURED �-�' IxEas uT1cRVac .� e4" Ln NOTES: 1tF vrE SIwN a PLANS $MEPMANHOLE COINSTRUCTION SHALL '! SIR 21 CAS%E7ED POPE CONFORM TO ASTM SPEC. C-478 AM Fes' PLUG On1N ataN OUT na vmI sRAsx PLUG �•' v, MIN. CONC- STRENGTH AT ' PAELLA MODEL PA4SV-C9( (4n 28 DAYS - 4000 P.S.I. «r» SDR �' PA40I.A MODEL PA6SV-Cbc (6h ,T ,' ALL JQINTS, HOLES, EEC. SHALL BE GROIl11:0 SHUT ♦s• S .I -- SEVER SERVILE CONNECTION STANDARD E2LV4AAR ALL JOINTS TO BE '0• RING RUBBER PER �'1T1� BEDDING Tn�t CHOUT ' •• .� ' ti GASKETS: PER ASTM C-361 L 3•' -'` .- 48" DNA }.: FLEXIBLE JOINT SHALL BE qq �, CAST IN PLACE ! (- CtEAM an + _ - O IP4 STACK OF LARGEST PIPE TEE OR WYE PREnAIISACncED PROPOSED SERVICE LATERAL SUPPORT PIPE ON / 57 STONE BEDDING EXTEN�o BA•S£. PRECAST MONOLITHIC � BE ll a FFllltil COUPLING SAT CRIT^ OF gOF HOUSE EVER� NOTES: BENCH SHALL BE CONCRETE $ ' WHERE STUBS OR KNOCKOUTS ARE �' 'T° 6" OF STONE BEDDING oasTOc SERvtcE umw. 43' PROVIDED FOR FUTURE CONNECTIONS BENCH SHALL BE SO FORMED SPRING LDE PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 7 \DE @ CL 1+00 0+00 0+50 WATER GRAPHIC SCALE 50' 25' 0' 50' 700' 1 /NCH = 50 ft. HORIZ- 1 INCH = 5 ft. VERT 720 PRO GRAD @ CL EX GR DE @ IL �04 � 715 �w � 0 r- - a r` � 710 1.5, MI MIN 21 W/L 705 w J O 1 m Li W to - ~ I r,p x m 00 I N O O {c 0+00 0+50 WATER DI 1 1/2 SECTION CAST LRON �}--'/z SECTION STEEL NOTES 2•-7" L 2'/2" x 2'/2" s'/i' 1. DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lugs to of r•3D/= • 10'-4" long FOi-iDEPTH GREATER THAN 10' USE STANDARD • cost with cow °~ 2. THE "H" DIMENSION SHOWN ON THE STANDARDS B B AND SPECIFIED ON THE PLANS WILL BE A --- A PE MEASURED HE TOP OF INVERT STRRUUCTL RE OUTFALL j CAST GAL V. f2L AN -w 00ENSIOHS ARE AppROXWATE ONLY J■ IRON STEEL One seidtd FOR ESTIMATING PURPOSES AND THE ACTUAL 66 + I lent ONAN90NS SHALL BE DETER%ir"M BY THE v OptionM i 1 3 be. 43.6 lbs. CONTRACTOR FROM FIELD CONDITIONS. Brace Ribs inclu6ng ntludng weld es 3. WHEN SPECIFIED CN THE PLANS THE INVERT IS lugs on"ectors ca,nectors TO BE SHAPED N ACCORDANCE WITH STANDARD to color IS-1, THE COST OF FURNISHING AND PLACING ALL MATERIALS NCMNTAL TO THE SHAPING t5 TO BE INCLUDED N THE W PRICE FOR THE STRUCTURE. %' x f/i x 4 J -/2" x 4" 4, IN THE EVENT THE INVERT O' THE OUTFALL 9'/i -7" g'/2" Lugs PIPE IS HIGHER THAN THE BOTTOM OF THE Stud Shear STRUCTURE, THE INVERT OF THE STRUCTURE V „ Connectors SHALL BE SHAPED WITH CEMENT MORTAR TO " t, 2" 9'/2" , PREVENT STRUCTURE. OR POCOST OF WATER I(~------'T�-"ll N THE STRUCTURE. THE COST OF FtRrAS11I)G PLAN AND PLACING ALL MATER)ALS INCIDENTAL TO (Grote Removed) �k PRICE f0 STMET SKOPING IS RUCTURBE E. LUDED N THE 9D SECTION B-B 5, STEPS ARE TO BE PROVIDED WHEN H IS 4'-0- OR GREATER. FOR DETAILS SEE STANDARD ST-1. pIdEHSK)<NS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. CAST IRON ONLY 7. MI 4 X 8" SMOOTH DOWELS AT APPROXWATELY 12" C-C TO BE PLACED N ALL AREAS ADJACENT 4. 2" D TO ABUTTNG CONCRETE TO PREVENT Had"l Cloth �'-6•. SETTLEMENT. N LIEU OF DOWELS A 2"X4" 2 -7 NOTCH MAY BE PROVIDED. SEE STANDARD 3" D;omctMH r-3•• T-N-3, 4 FOR ALTERNATE DESIGN. �p hole y b , «� See Note 9 N 8. 3" DINNER WEEP HOLE WITH 12'•X12" PLASTIC n $ S HARDWARE CLOTH /4" MESH OR GALVANIZED ' w ^' 'E STEEL 4YiRE MINNW WIRE DAMETER 0.03% i : st+ P D Color 'e: n --4" depth Aggr, HOURS wmr 4 riESH HARDWARE CLOTH ANCHORED a I68.e78 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. E. .Ss 12.. i8 x 6" width fl��OdQOBOB J'° EE £ 9, CAST N PLACE CONCRETE IS TO BE CLASS A3 N0 CPT p ,2"->5".,B' a 24" �� QOQflQ��OD00000 i4aoP9) PRECAST CNkNCRETE IS TO BE 10. ANY ALTERNATE METHODS OF ANCHORAGE (�(� n jj j� MEETING THE APPROVAL OF THE ENGINEER a. r7 ' o s p �t,j(�Q�U�If�OI'D� i MAY 8E SUBSTITUTED FOR THE CAST IRON uu1p�� U U �i LUGS AS SHOWN HEREON. D SECTION A -A �4.•� CONCRETE QUANTITIES FOR MIN. DEPTH -' L- 12" concrete pipe - 1,440 Cu. Yds. Concrete SECTION C-C SECTION D-D 15•' concrete pipe - 1.528 Cu Yds. Concrete IB" concrete pipe - 1.620 Cu. Yds. Concrete 24" concrete pipe - 1.817 Cu. Yds, Concrete GRATE DETAIL Add 0.469 Cu. Yds. per odd76"foot of depth. APPROXIMATE WEIGHT Cost Iron Grote 363 t 18 Its SPEFUTO STANDARD DROP INLET _` 12" - 24'' PIPE: MAXIMUM DEPTH (H) = 10' 233 VRGNIA DEPARTMENT OF TRANSPORTATION 302 104,01 ACCESS WAY VENT STRAIN RELIEF CORD\ CONNECTOR FIELD JD'.MT, REQUIRED FOR MODELS T"ME, THEN 2.014-93 INTERNAL WELL VENT 2.0' DNA. INLET, GROMMET TO ACCEPT -1.50' O.D. PVC PIPE (STANDARD). DJST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR Bl1RIAL)I , 40 in '.023 nim DISCI ALARM 31 rn 800 m 26 in ON 648 mm _ 98 gal ! 0� 383 L 445 in m 1 65 246 L l .n4.t al v 49 gal 185 L SEMI -POSITIVE 'DISPLACEMENT TYPE ?U•P DIRECTLY DRIVEN BY A 1 H� MOTOR CAPA3LE OF L'F_LIVE.RING 9 9pm AT 138' T.D.H. (34 IPm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR S REQUIRED TO PREVENT TH_ TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGH- OF ANCHOR 2014 / WAIT=R TIGHT LID. FRP DUAL WALL,CORRUGATED y h WAY DPE ACCESS WAY 8 ALARM CABLE 12-6 W/GN .D ELECTRICAL QUICK DISCONNECT (EQD) CORE CCNTRCL COMPARTMENT BREATHER DISCHARGE 1 1/4' FNPT (3C4 5.5.) QUICK DISCONWFCT ASSY. I (30+ S.S.) I SS CAST BALL VALVE ` 1 1/4' DISCHARGE LINE f I I (304 S.S.) CHECK VALVE (GLASS FLLED NORYL) I ANTI -SIPHON VALVE (GLASS FILLED NORYL) I II HOPE TAN{ 1 1/2' NOMINAL WALL TH:CKNE-SS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. (DL �sF(ED SEWAGE PUMP STATION SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 214. CONTACT STEVE STATION @ DESIGN EQUIP. C.O. 804-752-6335 FOR INFORMATION. 725 720 715 710 Q GAS w J � in LU PROP G ADE @ CL o SEX GRADE @ CL to ` o 4' IN COR .5' MIN CLf AF2 " 1 WA O Z X d � 4 wO rl- >V > O U) Z > a I ZQ O f DO 0+00 0+50 1 +00 1 +50 WATER 720 715 10' r 4" PVC SDR-21 SEWER LAT. @ 2.0%- 710 705 700 EX GRADE @ ; ✓ PROF GRAQ 49' " P C SDR- 1 } l Q -0RGE-MACt w 0 - " d 61' A I o+ % = 6 PVC SD -21 U Z ll,i m -- O - d � Z d to �f H N I F- r` II (n Fz 11 = O o11Z atTIIZO Z OWj �t�WL-I +O � +O d0E-ZZ - u 0+00 0+50 SEWER 1 +00 ,-L E @ CL O w Q -� 1N1A o U) ad Z i^ z §o M N , w � w O p a_ 00 CV 0) Ln V ui OZ o. o M I» a) V d -C 5 ~ U) w w � •- Q) N U U ZO O (A fl) u) �' C w w a -V _1 U > N O C-DCD L Q -< r In in •-. 0 0 Q t) ci U) (ten to M c W W W O_ sue- C t!B l>7 Ct tr H U. 4-, w W Q Q I» U •� o w L 0) N1S _� N Z O a� 1 0 �., C W bfJ CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA GIRD-� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES t2 C.i. FRAMER COVER * CLEAN cur I-+ STArx--� saHMAIN SEVER e'• e" MAIN KDL 30 MtN. RONF. 0.12 IN' /FT. $ ' STEEL - ASTM A-185 Cuv sACIo nL SET FRAME IN CEMENT MORTAR BED Gt� sra SEI.Ecns nlArEran. am 47 NON - SAG JOINT SEALER SHALL BE USED NAx IN AREAS SUBJECT TO FLOODING. COATED W/ FIBROUS BITUMASTIC COATING TEE vrE k�= Pra�DFACTURED �-�' IxEas uT1cRVac .� e4" Ln NOTES: 1tF vrE SIwN a PLANS $MEPMANHOLE COINSTRUCTION SHALL '! SIR 21 CAS%E7ED POPE CONFORM TO ASTM SPEC. C-478 AM Fes' PLUG On1N ataN OUT na vmI sRAsx PLUG �•' v, MIN. CONC- STRENGTH AT ' PAELLA MODEL PA4SV-C9( (4n 28 DAYS - 4000 P.S.I. «r» SDR �' PA40I.A MODEL PA6SV-Cbc (6h ,T ,' ALL JQINTS, HOLES, EEC. SHALL BE GROIl11:0 SHUT ♦s• S .I -- SEVER SERVILE CONNECTION STANDARD E2LV4AAR ALL JOINTS TO BE '0• RING RUBBER PER �'1T1� BEDDING Tn�t CHOUT ' •• .� ' ti GASKETS: PER ASTM C-361 L 3•' -'` .- 48" DNA }.: FLEXIBLE JOINT SHALL BE qq �, CAST IN PLACE ! (- CtEAM an + _ - O IP4 STACK OF LARGEST PIPE TEE OR WYE PREnAIISACncED PROPOSED SERVICE LATERAL SUPPORT PIPE ON / 57 STONE BEDDING EXTEN�o BA•S£. PRECAST MONOLITHIC � BE ll a FFllltil COUPLING SAT CRIT^ OF gOF HOUSE EVER� NOTES: BENCH SHALL BE CONCRETE $ ' WHERE STUBS OR KNOCKOUTS ARE �' 'T° 6" OF STONE BEDDING oasTOc SERvtcE umw. 43' PROVIDED FOR FUTURE CONNECTIONS BENCH SHALL BE SO FORMED SPRING LDE PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 ACCESS WAY VENT STRAIN RELIEF CORD\ CONNECTOR FIELD JD'.MT, REQUIRED FOR MODELS T"ME, THEN 2.014-93 INTERNAL WELL VENT 2.0' DNA. INLET, GROMMET TO ACCEPT -1.50' O.D. PVC PIPE (STANDARD). DJST COVER SUPPLIED FOR SHIPMENT (NOT SUITABLE FOR Bl1RIAL)I , 40 in '.023 nim DISCI ALARM 31 rn 800 m 26 in ON 648 mm _ 98 gal ! 0� 383 L 445 in m 1 65 246 L l .n4.t al v 49 gal 185 L SEMI -POSITIVE 'DISPLACEMENT TYPE ?U•P DIRECTLY DRIVEN BY A 1 H� MOTOR CAPA3LE OF L'F_LIVE.RING 9 9pm AT 138' T.D.H. (34 IPm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR S REQUIRED TO PREVENT TH_ TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGH- OF ANCHOR 2014 / WAIT=R TIGHT LID. FRP DUAL WALL,CORRUGATED y h WAY DPE ACCESS WAY 8 ALARM CABLE 12-6 W/GN .D ELECTRICAL QUICK DISCONNECT (EQD) CORE CCNTRCL COMPARTMENT BREATHER DISCHARGE 1 1/4' FNPT (3C4 5.5.) QUICK DISCONWFCT ASSY. I (30+ S.S.) I SS CAST BALL VALVE ` 1 1/4' DISCHARGE LINE f I I (304 S.S.) CHECK VALVE (GLASS FLLED NORYL) I ANTI -SIPHON VALVE (GLASS FILLED NORYL) I II HOPE TAN{ 1 1/2' NOMINAL WALL TH:CKNE-SS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. (DL �sF(ED SEWAGE PUMP STATION SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 214. CONTACT STEVE STATION @ DESIGN EQUIP. C.O. 804-752-6335 FOR INFORMATION. 725 720 715 710 Q GAS w J � in LU PROP G ADE @ CL o SEX GRADE @ CL to ` o 4' IN COR .5' MIN CLf AF2 " 1 WA O Z X d � 4 wO rl- >V > O U) Z > a I ZQ O f DO 0+00 0+50 1 +00 1 +50 WATER 720 715 10' r 4" PVC SDR-21 SEWER LAT. @ 2.0%- 710 705 700 EX GRADE @ ; ✓ PROF GRAQ 49' " P C SDR- 1 } l Q -0RGE-MACt w 0 - " d 61' A I o+ % = 6 PVC SD -21 U Z ll,i m -- O - d � Z d to �f H N I F- r` II (n Fz 11 = O o11Z atTIIZO Z OWj �t�WL-I +O � +O d0E-ZZ - u 0+00 0+50 SEWER 1 +00 ,-L E @ CL O w Q -� 1N1A o U) ad Z i^ z §o M N , w � w O p a_ 00 CV 0) Ln V ui OZ o. o M I» a) V d -C 5 ~ U) w w � •- Q) N U U ZO O (A fl) u) �' C w w a -V _1 U > N O C-DCD L Q -< r In in •-. 0 0 Q t) ci U) (ten to M c W W W O_ sue- C t!B l>7 Ct tr H U. 4-, w W Q Q I» U •� o w L 0) N1S _� N Z O a� 1 0 �., C W bfJ CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA GIRD-� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES t2 C.i. FRAMER COVER * CLEAN cur I-+ STArx--� saHMAIN SEVER e'• e" MAIN KDL 30 MtN. RONF. 0.12 IN' /FT. $ ' STEEL - ASTM A-185 Cuv sACIo nL SET FRAME IN CEMENT MORTAR BED Gt� sra SEI.Ecns nlArEran. am 47 NON - SAG JOINT SEALER SHALL BE USED NAx IN AREAS SUBJECT TO FLOODING. COATED W/ FIBROUS BITUMASTIC COATING TEE vrE k�= Pra�DFACTURED �-�' IxEas uT1cRVac .� e4" Ln NOTES: 1tF vrE SIwN a PLANS $MEPMANHOLE COINSTRUCTION SHALL '! SIR 21 CAS%E7ED POPE CONFORM TO ASTM SPEC. C-478 AM Fes' PLUG On1N ataN OUT na vmI sRAsx PLUG �•' v, MIN. CONC- STRENGTH AT ' PAELLA MODEL PA4SV-C9( (4n 28 DAYS - 4000 P.S.I. «r» SDR �' PA40I.A MODEL PA6SV-Cbc (6h ,T ,' ALL JQINTS, HOLES, EEC. SHALL BE GROIl11:0 SHUT ♦s• S .I -- SEVER SERVILE CONNECTION STANDARD E2LV4AAR ALL JOINTS TO BE '0• RING RUBBER PER �'1T1� BEDDING Tn�t CHOUT ' •• .� ' ti GASKETS: PER ASTM C-361 L 3•' -'` .- 48" DNA }.: FLEXIBLE JOINT SHALL BE qq �, CAST IN PLACE ! (- CtEAM an + _ - O IP4 STACK OF LARGEST PIPE TEE OR WYE PREnAIISACncED PROPOSED SERVICE LATERAL SUPPORT PIPE ON / 57 STONE BEDDING EXTEN�o BA•S£. PRECAST MONOLITHIC � BE ll a FFllltil COUPLING SAT CRIT^ OF gOF HOUSE EVER� NOTES: BENCH SHALL BE CONCRETE $ ' WHERE STUBS OR KNOCKOUTS ARE �' 'T° 6" OF STONE BEDDING oasTOc SERvtcE umw. 43' PROVIDED FOR FUTURE CONNECTIONS BENCH SHALL BE SO FORMED SPRING LDE PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 40 in '.023 nim DISCI ALARM 31 rn 800 m 26 in ON 648 mm _ 98 gal ! 0� 383 L 445 in m 1 65 246 L l .n4.t al v 49 gal 185 L SEMI -POSITIVE 'DISPLACEMENT TYPE ?U•P DIRECTLY DRIVEN BY A 1 H� MOTOR CAPA3LE OF L'F_LIVE.RING 9 9pm AT 138' T.D.H. (34 IPm AT 42m T.D.H.) NOTE: A CONCRETE ANCHOR S REQUIRED TO PREVENT TH_ TANK FROM FLOATING. SEE INSTALLATION INSTRUCTIONS OR SPECIFIC CUT SHEET FOR SIZE AND WEIGH- OF ANCHOR 2014 / WAIT=R TIGHT LID. FRP DUAL WALL,CORRUGATED y h WAY DPE ACCESS WAY 8 ALARM CABLE 12-6 W/GN .D ELECTRICAL QUICK DISCONNECT (EQD) CORE CCNTRCL COMPARTMENT BREATHER DISCHARGE 1 1/4' FNPT (3C4 5.5.) QUICK DISCONWFCT ASSY. I (30+ S.S.) I SS CAST BALL VALVE ` 1 1/4' DISCHARGE LINE f I I (304 S.S.) CHECK VALVE (GLASS FLLED NORYL) I ANTI -SIPHON VALVE (GLASS FILLED NORYL) I II HOPE TAN{ 1 1/2' NOMINAL WALL TH:CKNE-SS 75 GALLON CAPACITY EACH SIDE OF BAFFLE. (DL �sF(ED SEWAGE PUMP STATION SHALL BE ENVIRONMENT ONE GRINDER PUMP MODEL 214. CONTACT STEVE STATION @ DESIGN EQUIP. C.O. 804-752-6335 FOR INFORMATION. 725 720 715 710 Q GAS w J � in LU PROP G ADE @ CL o SEX GRADE @ CL to ` o 4' IN COR .5' MIN CLf AF2 " 1 WA O Z X d � 4 wO rl- >V > O U) Z > a I ZQ O f DO 0+00 0+50 1 +00 1 +50 WATER 720 715 10' r 4" PVC SDR-21 SEWER LAT. @ 2.0%- 710 705 700 EX GRADE @ ; ✓ PROF GRAQ 49' " P C SDR- 1 } l Q -0RGE-MACt w 0 - " d 61' A I o+ % = 6 PVC SD -21 U Z ll,i m -- O - d � Z d to �f H N I F- r` II (n Fz 11 = O o11Z atTIIZO Z OWj �t�WL-I +O � +O d0E-ZZ - u 0+00 0+50 SEWER 1 +00 ,-L E @ CL O w Q -� 1N1A o U) ad Z i^ z §o M N , w � w O p a_ 00 CV 0) Ln V ui OZ o. o M I» a) V d -C 5 ~ U) w w � •- Q) N U U ZO O (A fl) u) �' C w w a -V _1 U > N O C-DCD L Q -< r In in •-. 0 0 Q t) ci U) (ten to M c W W W O_ sue- C t!B l>7 Ct tr H U. 4-, w W Q Q I» U •� o w L 0) N1S _� N Z O a� 1 0 �., C W bfJ CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA GIRD-� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES t2 C.i. FRAMER COVER * CLEAN cur I-+ STArx--� saHMAIN SEVER e'• e" MAIN KDL 30 MtN. RONF. 0.12 IN' /FT. $ ' STEEL - ASTM A-185 Cuv sACIo nL SET FRAME IN CEMENT MORTAR BED Gt� sra SEI.Ecns nlArEran. am 47 NON - SAG JOINT SEALER SHALL BE USED NAx IN AREAS SUBJECT TO FLOODING. COATED W/ FIBROUS BITUMASTIC COATING TEE vrE k�= Pra�DFACTURED �-�' IxEas uT1cRVac .� e4" Ln NOTES: 1tF vrE SIwN a PLANS $MEPMANHOLE COINSTRUCTION SHALL '! SIR 21 CAS%E7ED POPE CONFORM TO ASTM SPEC. C-478 AM Fes' PLUG On1N ataN OUT na vmI sRAsx PLUG �•' v, MIN. CONC- STRENGTH AT ' PAELLA MODEL PA4SV-C9( (4n 28 DAYS - 4000 P.S.I. «r» SDR �' PA40I.A MODEL PA6SV-Cbc (6h ,T ,' ALL JQINTS, HOLES, EEC. SHALL BE GROIl11:0 SHUT ♦s• S .I -- SEVER SERVILE CONNECTION STANDARD E2LV4AAR ALL JOINTS TO BE '0• RING RUBBER PER �'1T1� BEDDING Tn�t CHOUT ' •• .� ' ti GASKETS: PER ASTM C-361 L 3•' -'` .- 48" DNA }.: FLEXIBLE JOINT SHALL BE qq �, CAST IN PLACE ! (- CtEAM an + _ - O IP4 STACK OF LARGEST PIPE TEE OR WYE PREnAIISACncED PROPOSED SERVICE LATERAL SUPPORT PIPE ON / 57 STONE BEDDING EXTEN�o BA•S£. PRECAST MONOLITHIC � BE ll a FFllltil COUPLING SAT CRIT^ OF gOF HOUSE EVER� NOTES: BENCH SHALL BE CONCRETE $ ' WHERE STUBS OR KNOCKOUTS ARE �' 'T° 6" OF STONE BEDDING oasTOc SERvtcE umw. 43' PROVIDED FOR FUTURE CONNECTIONS BENCH SHALL BE SO FORMED SPRING LDE PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 0+00 0+50 1 +00 1 +50 WATER 720 715 10' r 4" PVC SDR-21 SEWER LAT. @ 2.0%- 710 705 700 EX GRADE @ ; ✓ PROF GRAQ 49' " P C SDR- 1 } l Q -0RGE-MACt w 0 - " d 61' A I o+ % = 6 PVC SD -21 U Z ll,i m -- O - d � Z d to �f H N I F- r` II (n Fz 11 = O o11Z atTIIZO Z OWj �t�WL-I +O � +O d0E-ZZ - u 0+00 0+50 SEWER 1 +00 ,-L E @ CL O w Q -� 1N1A o U) ad Z i^ z §o M N , w � w O p a_ 00 CV 0) Ln V ui OZ o. o M I» a) V d -C 5 ~ U) w w � •- Q) N U U ZO O (A fl) u) �' C w w a -V _1 U > N O C-DCD L Q -< r In in •-. 0 0 Q t) ci U) (ten to M c W W W O_ sue- C t!B l>7 Ct tr H U. 4-, w W Q Q I» U •� o w L 0) N1S _� N Z O a� 1 0 �., C W bfJ CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA GIRD-� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES t2 C.i. FRAMER COVER * CLEAN cur I-+ STArx--� saHMAIN SEVER e'• e" MAIN KDL 30 MtN. RONF. 0.12 IN' /FT. $ ' STEEL - ASTM A-185 Cuv sACIo nL SET FRAME IN CEMENT MORTAR BED Gt� sra SEI.Ecns nlArEran. am 47 NON - SAG JOINT SEALER SHALL BE USED NAx IN AREAS SUBJECT TO FLOODING. COATED W/ FIBROUS BITUMASTIC COATING TEE vrE k�= Pra�DFACTURED �-�' IxEas uT1cRVac .� e4" Ln NOTES: 1tF vrE SIwN a PLANS $MEPMANHOLE COINSTRUCTION SHALL '! SIR 21 CAS%E7ED POPE CONFORM TO ASTM SPEC. C-478 AM Fes' PLUG On1N ataN OUT na vmI sRAsx PLUG �•' v, MIN. CONC- STRENGTH AT ' PAELLA MODEL PA4SV-C9( (4n 28 DAYS - 4000 P.S.I. «r» SDR �' PA40I.A MODEL PA6SV-Cbc (6h ,T ,' ALL JQINTS, HOLES, EEC. SHALL BE GROIl11:0 SHUT ♦s• S .I -- SEVER SERVILE CONNECTION STANDARD E2LV4AAR ALL JOINTS TO BE '0• RING RUBBER PER �'1T1� BEDDING Tn�t CHOUT ' •• .� ' ti GASKETS: PER ASTM C-361 L 3•' -'` .- 48" DNA }.: FLEXIBLE JOINT SHALL BE qq �, CAST IN PLACE ! (- CtEAM an + _ - O IP4 STACK OF LARGEST PIPE TEE OR WYE PREnAIISACncED PROPOSED SERVICE LATERAL SUPPORT PIPE ON / 57 STONE BEDDING EXTEN�o BA•S£. PRECAST MONOLITHIC � BE ll a FFllltil COUPLING SAT CRIT^ OF gOF HOUSE EVER� NOTES: BENCH SHALL BE CONCRETE $ ' WHERE STUBS OR KNOCKOUTS ARE �' 'T° 6" OF STONE BEDDING oasTOc SERvtcE umw. 43' PROVIDED FOR FUTURE CONNECTIONS BENCH SHALL BE SO FORMED SPRING LDE PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 0+00 0+50 SEWER 1 +00 ,-L E @ CL O w Q -� 1N1A o U) ad Z i^ z §o M N , w � w O p a_ 00 CV 0) Ln V ui OZ o. o M I» a) V d -C 5 ~ U) w w � •- Q) N U U ZO O (A fl) u) �' C w w a -V _1 U > N O C-DCD L Q -< r In in •-. 0 0 Q t) ci U) (ten to M c W W W O_ sue- C t!B l>7 Ct tr H U. 4-, w W Q Q I» U •� o w L 0) N1S _� N Z O a� 1 0 �., C W bfJ CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA GIRD-� DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES t2 C.i. FRAMER COVER * CLEAN cur I-+ STArx--� saHMAIN SEVER e'• e" MAIN KDL 30 MtN. RONF. 0.12 IN' /FT. $ ' STEEL - ASTM A-185 Cuv sACIo nL SET FRAME IN CEMENT MORTAR BED Gt� sra SEI.Ecns nlArEran. am 47 NON - SAG JOINT SEALER SHALL BE USED NAx IN AREAS SUBJECT TO FLOODING. COATED W/ FIBROUS BITUMASTIC COATING TEE vrE k�= Pra�DFACTURED �-�' IxEas uT1cRVac .� e4" Ln NOTES: 1tF vrE SIwN a PLANS $MEPMANHOLE COINSTRUCTION SHALL '! SIR 21 CAS%E7ED POPE CONFORM TO ASTM SPEC. C-478 AM Fes' PLUG On1N ataN OUT na vmI sRAsx PLUG �•' v, MIN. CONC- STRENGTH AT ' PAELLA MODEL PA4SV-C9( (4n 28 DAYS - 4000 P.S.I. «r» SDR �' PA40I.A MODEL PA6SV-Cbc (6h ,T ,' ALL JQINTS, HOLES, EEC. SHALL BE GROIl11:0 SHUT ♦s• S .I -- SEVER SERVILE CONNECTION STANDARD E2LV4AAR ALL JOINTS TO BE '0• RING RUBBER PER �'1T1� BEDDING Tn�t CHOUT ' •• .� ' ti GASKETS: PER ASTM C-361 L 3•' -'` .- 48" DNA }.: FLEXIBLE JOINT SHALL BE qq �, CAST IN PLACE ! (- CtEAM an + _ - O IP4 STACK OF LARGEST PIPE TEE OR WYE PREnAIISACncED PROPOSED SERVICE LATERAL SUPPORT PIPE ON / 57 STONE BEDDING EXTEN�o BA•S£. PRECAST MONOLITHIC � BE ll a FFllltil COUPLING SAT CRIT^ OF gOF HOUSE EVER� NOTES: BENCH SHALL BE CONCRETE $ ' WHERE STUBS OR KNOCKOUTS ARE �' 'T° 6" OF STONE BEDDING oasTOc SERvtcE umw. 43' PROVIDED FOR FUTURE CONNECTIONS BENCH SHALL BE SO FORMED SPRING LDE PRECAST CONCRETE BASE TO BE INTEGRAL WITH PRECAST RISER SECTION STANDARD STANDARD PRECAST CONCRETE MANHOLE DATE: 12/03 STANDARD STANDARD SANITARY DATE: 9/01 STANDARD STANDARD SANITARY DATE: 9/01 DETAIL NO. SEWER 8" TO 24" DETAIL NO. LATERAL CONNECTION DETAIL NO. LATERAL CONNECTION SS-1 SCALE: NONE SS- 3 SCALE: NONE SS-4 SCALE: NONE CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA CITY OF WINCHESTER, VA • METER SUPPLIED BY THE DEPARTMENT OF PUBLIC UTILITIES DEPARTMENT OF PUBLIC UTILITIES FIRE HYDRANT SHALL BE TRAFFIC MODEL. DEPARTMENT OF PUBLIC UTILITIE TYPICAL RESILIENT SEAT VALVE INSTALLATION: DEPARTMENT OF PUBLIC UTILITIES ' Fuwcm ANGLE METER VALVE s1tA1 HAVE •o• RESTRAINTS SHALL. BE BY MEGA -LUG FLANGES 4 - 1/2- STREAMER NOZZLE SHALL FACE THE ROADWAY VALVE BOX AND BOOT SHALL BE CAST IRON • 2" FORD COPPERSETTER MODEL I VBHH77-15BHC-11-77 RING TYPE FLANGEDEVICE METER SUPPORT BRACKETS • HACK FLOW DEVICE REQUIRED AS SET FORTH IN CITY CROSS VALVE BOX COVER SHALL BE MARKED 'WATER' ' 1-1/2 FORD: SAME LAYING DISTANCE CONNECTION CONTROL PROGRAM « « «««« « « «««« VALVE TOP SHALL BE FLUSH WITH FINISHED GRADE AS 2 WITH ONE PAIR OF 2' x 1-1/2' • BACKFLOW DEVICE MAY NOT BE INSTALLED IN METER VAULT METER ADAPTERS FORD ' METER SETTING TO BE FORD CUSTOM SETTER OR APPROVED EQUAL PART A87 O 18' X 18• CONCRETE PAD SHALL BE PLACED AROUND i VALVE 13OXES LOCATED OUTSIDE OF PAVEMENT AREAS • g$ ' PRECAST VAULT AS MANUFACTURE) BY THE CLEAR FLOW 12" °o 'g .a .. 4°� o VALVE BOX SHALL BE SCREW TYPE FOR ADJUSTMENT COMPANY OF WAYNESBORO, VA OR APPROVED EQUAL 4, r >t - L3LLI WAT�R b 4. - r««« o«�o ««vim « " 17" _ m (n WINCHESTER APPROVED I__ _- __- FIRE HYDRANT I�18 2" OR 1 1/2 TYPE COPPER PIPE (TYP) Q 18• SQ - 4• THICK PLAN VIEW 6" MIN. X CONCRETE PAD REQUIRED 1/2"�� 1/y IN UNPAVED AREAS 24" x 36" rrrr ...I ALUMINUM :. , 4" BALL VALVE CURB STOP WITH 2" ACCESS HATCH «««« «« « «««« «««« «««« :,2-. «« « `,' - GATE VALVE OPERATING NUT ............. HALUDAY FORD MODEL 844-777 W/ ..... _ .. - ... (SIR-2436) 5' MAX QT67 Z SCREW TYPE - ADJUSTABLE 7 CU. FT. MIN. � VALVE BOX I #57 STONE - 36 MIN COVER c0 DOUBLE CHECK GATE VALVE VALVE ago TAPPING _ SADDLE AND 4 CORP STOP - ONCRETE 14" gg nnnaN 8 - •� BALL 4 HYDRANT TEE 1 1/2" OR 2" METER SETTER VALVE MECHANICAL JOINT FITTINGS AND PIPE RESTRAINED BY USING MEGA -LUG RESTRAINING FLANGES FORD CUSTOM SETTER 4" DIAMETER BLOKOUT BOND BREAKER ONE LAYER #15 FELT 18• FOR DRAT SECTION VIEW FOR DRAIN STANDARD DATE: 9/01 STANDARD DATE: 12/03 STANDARD DATE: 9/01 FIRE HYDRANT INSTALLATION TYPICAL VALVE & BOX INSTALLATION 1 1/2" & 2" METER INSTALLATION DETAIL NO. DETAIL NO. DETAIL NO. WD- 8 SCALE: NONE WD- 9 SCALE: NONE WD- 4 SCALE: NONE 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 11.0 Q ,0 O LL- Q to �>L, Ld Q W (� O U) U) J C Z CET I-- O d U Z Z 0 OZ� c� U) = J04 725 720 715 710 a ----- � Z w W Z J J OIL 01, n l J PR P. HOTEL F E EV=7 5.00 a EX GRj IVE / O PROF GRADE I 0+00 0+50 1 +00 1 +50 2+00 SECTION A JH W 3:U) Z bi 725 '✓7 J O O V) — F— 10 uj 720 -uj CL w v w w �� 1 8 Q I 715- EX RADE �' Z L i¢ I 710 36" HIGH RAILING AS REQUIRED I' CHAMFER BY BOCA CODES. • 4 ADJUST WALL HEIGHT PER GRADING PLAN 6' OPAQUE 1" CHAMFER WALL 7' EX. GRADE • #4 @12" o.c. 2" Ml , f ,; 9NERT, SPL. AL . BARS V.D.O.T. 157 #4 @12" o.c. H WEEP HOLE WITH 12 zl2" 18 M/N. #6 012' o.c. #4 @10 " o.c. H PLASTIC HARDWARE CLOTH VERT, SPL, ALT. BARS 114' MESH FIRMLY ANCHORED 5' 1, V.D.O.T. #57 : '+ 24» TO OUTSIDE OF STRUCTURE - 4 10" O.C. 3" WEEP 48 O.C. AL '4 WEEP HOLE WITH 12"x12" WRAP W/FILTER FABRIC 14 18" O.C. T V.D.O.T.57 18" MIN. PLASTIC HARDWARE CLOTH PROPOSED GRASS AREA 1 /4' MESH FIRMLY ANCHORED 2 : j' • ' ' TO OUTSIDE OF STRUCTURE. 4" WEEP 48" O.C. �4�' 1' CG-6 WITH REV. `.•.: e -.. ---4-5 i "O.0 #6 @12" o.c. GUTTER SLOPE ` W/STD. 90' @ TOE ''-.• 24 " 10" 12" 2-15 CONT •-°" 4- X- °- 2-#4 CONT.Az RETAINING WALL DETAIL B UDOT #57 7L " EX 71 71 11-#6 (CONTINUOUS) WRAP W/FILTER FABRIC #6 @12" O.C. RETAINING WALL DETAIL A E 2+50 0+00 0+50 0+00 SECTION C SECTION D GRAPHIC SCALE 50, 25' 0' 50, 100' 1 INCH = 50 ft. NOR/Z. 1 INCH -- 5 ft. VERT. =E= tg)TES: r. im m-u Upm tf M.tAx ep '"-.A+4 114 PLKI- 2- CN Kr FETE TO BE Ct.ASS 93 IF CAW IN 4000 PSI IF PPEtAST_ 3. Q04PIA1101M CUPS tr t9TTItIt KAV - A PJrSrf$ OF 3DC FEET CAI LESS cAf-O0441 FAM OF CLF9v SKALL. ISE PXQ =CAI AS RAiMI, 0 OWTOON *tft t, CUTTiFR. 4. FOP. UIE Mil/ STAt1M OPOK-CO"D MuuER TftE GOTTOw OF ARE CURB 1a(pR�gLt resr ac ecNrLraI�TFn PAPld<LEL RC ii mod€ T-Q TTIE orPtH Or t►t PAii NEn . r it$ {j" WY ff IWO .IYi�t or5+p1 SFIm 5 IC MP14 •L'tA LESS R LESS N MEVEL(RIEO IMMJ I, 9UPUlPIRM A rz*EAr' F THESSTL4 Tsr&t 'Sr'i's %PE L Ex�EDEEa STarI1ATi3 C6-7 t5 R>IECLMiET}. TINS AKA kAor BE C&CPETE AT TK CIPT'134 Cr T+E CONTRRA TUR COMBINATION 6" CUPR & GUTTER nrltA" VPA@Tmz?tl tv d11An6P�TATCa ME 80"(W Or if+E 0011 AM CUTTER ruAcw SE tLstSTRUCTED PAPXLEI_ T3 out SLOP! Of sie"N C&JOSE`T PRDNlT d A logtoam OEprN OF T AS umma+C:B. ORT t� %Rr RTAGT1011R 720, 715 710 O w z = w PROP RADE ° o X-ORA1jE I I I 705 0+00 0+50 1+00 SECTION E +ramie She" of 90"If **" it of omdom a wfr "is Aur" k Ht�f�A p M mAsits-town ei Nh lMifrM) * am"• p Tas or r��r AAaheM «drop it" i• b d Iben ed eed W W wWlM >A OtCW"m wn atPfmtll< rmcka 3 tr MFIp Trt ilwt M m dl a1111a AIreR� M r" p1 a f ftod Q"" Lmmio hit � Y{ fp Salta 3 of Gh"O.a ao" 1W IS% of tsrru agtlr"Ou trot ►e Iv d * t Asertrts W fanfaw of awL b1AM Mt►, Mftia t fea.tit. s treMr emaAfl trrcf Thf ft�tVOf 1f1011 N Mh trlmlr t7 mien el low 1p•v4kq Rlvei vR Hf OOanIt "vapanr moo weir tApeara *Hot 0 impt all" t as W~ hm" am love fevetPiA womm4 aft. NSm► nomb 0r a" r" r k to 0vpf0 IMfQY v "v 41 Mt pt how NO 04 Nt11) aoAfrpW~ ass IMtr r.... 36" HIGH RAILING AS REQUIRED BY BOCA CODES. ADJUST WALL HEIGHT PER GRADING PLAN 1" CHAMFER #4 @12" o.c. 2" M//V VERT, SPL. ALT. BARS #4 @12" o.c. H #6 @12" o.c. RETAINING WALL A VERT, SPL. ALT. BARS #4 @10' o.c. H V.D.O.T. #57 WEEP HOLE WITH 12"x12" WRAP W/FILTER FABRIC 18" MIN. -PLASTIC HARDWARE CLOTH 1/4" MESH FIRMLY ANCHORED pUMPSTER TO OUTSIDE OF STRUCTURE. " _ Pqp 4 WEEP 48 O.C. it_ #6 012" o.c. W/STD. 90' @ TOE j\\ 1 Q1f . w ZOr 11-#6 (CONTINUOUS) Y ✓ #6 @12" o.c. RETAINING WALL DETAIL C sep+ et see % am m a �� IypR SEC" A -A :TROD OF TREATMENT IN DROP INLETS PLAN 3ECIION t!-d METHOD OF TREATMENT IN MANHOLES SPECIFICATION STANDARD METHOD OF SHAPING MANHOLE a INLET INVERTS VIRGINIA Qde"MTMENIT TRAMSPDRTATAON IaF:QU9 NOTESn I. THIS ITEM WLY BE PRECAST OR CAST N PLAN.. 2• 4COuM11 TO SE CLASS A3 F CAST 101 PLACE, *am P31IF PWA.Sr- 3, Co~TION CUM It GUTTER HN dW A RAMA OF 3W FfFE OR LESS 40LOW CAM OF CURB) 94ALL BE PAD FOR AS RADK COAGNAT10N CM9 S GUTTER, i, FOR USE VAIIYH�[�IS�,T�A p ONpEN•C�RAUII[0 or �Rt1CTED CL1t9 1MKlLfiU�TERy,�, BE CONSTTOW PARALLEL TO TIE SLOK OF SUldA� S1AM0 7(1 Thy CET'TH of TRUE PA1tE 3, THIS CURB MAY OC 1,SW VATN AMY 0[004 SOM Btrr 15 REQUIRED 16HEN t1ES'+f N SK{O IS WATER THAW AO WH ON RBJR#L ►ICRNAYS AND 45 MPH N CtvftWO MAN R SUSM NN W.CAS. 8, ►IRON tHS SIMARD IS TO BE TED WTO E%ISTNG 8 � RTHE "STT T� CUM" IN 5 AT RCC+WITHIN OPENNOS 7. WHEN COMBINATION NOtNTAktt CM Ala WTT(A 4 USED. THE ST"NIO ENTRANCE OUTTM OR $TA01000 0004ECIMN FOR STREEt INTMRCTTDN5 ARE TO RAVE THE MOUNTABLE CLfNR COWKaRMIMM4 WORIVRATED 2 It ^ •--� r � r R y. T tP A ♦L jA d p THE BOTTOM Or T1E CURB AHD CUTTER WAY BE CONSTRLXTEO P� TO THE 30PE 7 POF ROVIDED 2'-0" MN. OEP H�xI5 MAiTANED COMBINATION 4" CURB & GUTTER 11*41' IIt VE009tIlINT Or TRM60OORTAT1QI41 05 3O2 — 2-#4 CONT. V.D.O.T. #57 WRAP W/FILTER FABRIC Yl SECnCw C*Sr u1GN — NT tit?FALL —°/: IrcliC+ STM NOTES, 7 7• �`�>' * t �. 1. CEPT14 OF GMAT 110 TO BE SIep1Nu ON RA►O 1(I%4" tan; FOR DEPTH LREATEq 16111" %7 1.15E STet•CAR' av 1 rim t0 4�r a.1A B T. r0 9 A � � � �� At SPE47F'Ea ON THE PLN6 WILL NEASa1M FROM TW AVERT OF THE CUrrAL PIPE. TO THE TOP OF TIME STRUCTWIE. COST GALY. APPRO~TE O SrEQL DrHr .does RAH ter• DMEN51DUS ARE kl FOR CSTM11A1W KRAOSES Mn0 THE ACTUAL. jaw 0"%S&4 SMALL BE OETERWIMEO B�' THE E Os MOTRACTOR rP.ZM FIELD CI'MDIr1U45. r�,11rv�ar415 ate R4trhvudmq weld aA 3- vfP4 SF'ECfIED C#4 'HE OLAMS THE tAVEPr eter teenrClorf To BE SHAKO !+ ACCOROAI:CE *T11 STANEA to cdw &,I THE COST OF FtFNSv*C NO FLACNG W1TCR1At4 TtCA�fNTAL TO 1HE SH*"rk IS T( TAr.1 tkrEt7 N tME BIND PRU FOR 1ME STRXT TIE nAERT Ni TF# t 9fr'_____1_9'rl if2. • r�j'tuge 1tr SRutl=5►�+' 4 RPE i4ffiR THAR11i►E BOTTC41 OF Ti{ 2ikrlC tff rif nVERT OF TFE STRUCTURE 4, S+tRL APED PITH CEMENT WWAR TO r ,g�y^ , mIKST"OnG OR POCOST OF WATER PLE N r►� $Trtt,1CT1,i�. TI[ COST OF FIftMSttiAm A.Acm ALL tmAr 4 NClD reov. To PLA�r MO 9�*tG 1s rp IN. tilt, N THE 19.,PITIQ[ raN THC 3ttTUCt17t1E.r,. I SECTION 9-6 S � oTt Not t°� � "rAwe,��Ei sl / & 114S ITEM MKr OE PRESA6Sr OR CASt•RrPLA DlEIwilOr•IS FOP COLLAR ❑ETAJL CAST MN *K'! D .•. tSmdmra bbtfi 1,,8� �7� * � � •ee1* ►�Ider � ss Naar H t� �� * Ctaa ~rGB•� D r ONO DUN � HUlilJiltlitiS��U a iI JD� 171''6'•t7• sr 44^ p,� ` Lit A Ge r �jj�j�n(�j MEMO L • L W o NSA o (n J� on cn O p 0- 00 c\o N lcr- - CV a -� Q- 0 N (n u' `" °' U �L U) w w a) o :.Is : '; (D N 0 o C/1 a N U U cw� 0_ JU)N N U>. MU Uaco OEV p p W C !_ N N �O _ V)U) �"� " c W 0 Q w w _> ti c LA In 0 m D- 0 0 P-4 t1s Q a • U •L _) cv Z C 6 O a� • a. w 7 R ♦ x 3' SIVOOTII O4WLS At APPROI>tiRAI(tY 12' C•C TO BE PLA= w ALL ARCAS APJJkKt►41 TO ASUTTVoG CITE TO PNLVLMT SETTLE11E047 64 LIEU Or DOWLS A a')". NOTCH A"Y BE +WOVrafD_ SEE 'St.ANUAM T-Dt•3,1 F04 ALTr_-RNATE OESKW B. 3' BLOWER MEEK VOLE WAIN IZ712• PLASI C MA?DAMRE CLOTH 114 MESH OR GALY040M STEEL WRE,kW0dL 1 *V;E O AETER OAS IaIABER 4 1994 HAPOwARE CLOTH AMC143RED ffrALY TO THE OUTSLIE OF THE STPUCTLAE. C. CJE► art 1LLAGE COKOETE 19 TO BE CLASS 43 13pap pin, PP-rtftT COmtW IE r8 TO eE JI'.f�d pit- Xisw ALTOFNATE NEfo*DS Or )IhCI+CPPZE w[Ctt4 r►K myftYAL Ur THE E"OMEER MAv B[ cifiletttlWtIl POR TIME CAST IRON LUGS nL 'SHdA1N 1KRECK SECTION A-A4L '-�, CONCRETE QUANTITIES FOR PON. DEPTH 4- --I WX 12' towett pipe -Liao Cu. Yds, Concrete SECTION C-C SECTIONS D-0 IO. q-"veto too • I.5711 C" Yea CCeterato 1tr- eee,rxate pipe - t.630 C.. Va. cv*ftTe 24• em totte IVO* - IA17 Cu. Ydf. U-swete •GRATE DE T AIL Add 0,44® CU, Yds. per add1kredR*at ar dtprh. APPRQ)%1MATE 11E+GPT Coal ran, Grate W t A T' res SANDAPD DROP . INLET 12'' 24" PIPE, MAXIMUM DEPTH (H) _ 10t Vftor" DEPAR►RINr OF TRMrSP'ORIATIDM IM_O1 I Y on SMUT IUOrmWM SAK A-1 1111"Acm AS'mft1 G a►AIIUs 10 of AS P RDtBIRAY S►gR4 di ftols► — ...� f RADUIL C►IBIItt1 OM Ot AS PLI �+ cLrwtl Cu rE 4yR 11 Cc'BR • ►. • �. pip(IWO T Lf iaPANSRQ>rll RQ1yT EMpANs10N JONI SECTION E' G r N011TaW0104 18- tT OR AS w LIAMRRNi ROADIPAY %mpW ON TYF1C4 SECi1Qt4 A-J PLAN VIEW C010ITBUCI OAM CHARGES 101110 A 0440 OL1C CUM. f II�t�UEYi� tp PAMAROItt CtRRRYt TTTTpttNNNtANIc p�IlAjoTlUllp►Y�C►tltr0A1[CC � LiM1S O/ lot Ri00$1 OAD K STa %"ADM OR WAL t °MoNuiA�+cTm cn, � 4AMaQ[ RaDlltrlAr -- "'� ••� •- , �•.• ••• -- w vWr maitt104 PsILA: E „�, -.. p ►a�[ r►Ic rdltafllllcl 5'YIM. 4G'wM,IgR SIAEET D 7K X PAI►[KNT AC"Q] 6 :Q p�■ �s,� Ft MG* RE�f44 MARRL C IIAtION UrNQf CJm EA OMTT[R IN t[N1RAKt "AlTMIMRAtG[.� SECTION A - A it umi 1 1CTED CLADELNINES FOR GRADE OHNYCE D s°AMtfL°L ►"1AC ONG /1RUw N mrs;T rrn �PLTAC[YtN1<T 1�IPS.. tNIRAKC IOLUP[ a100^1 11111111" 3t s 14'�b 14 CM WNr ICN. AC" IVMC MAN *W VPOI 03 'S 2MDLMTAAIi t�TAR�IiRD GNai! D� DC3Rr i1EOR1M 1100•t700 vPDR 932 ex f�NK L01I (tE43 1H1w SCR) vpd► $4 >Z B 2 fr CO�RyAMP 0r a iL Low 11D 10 pw i Ii�+Tnt[ PRAM A�(�Jg fMS�TWft$Y11ANCC- POR OF OU►1[R Id x i�t =4ma'ai *AT" CorcAllom METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS AND COMMERCIAL. ENTRANCES REV. NGI VWft14 MPAi"W"T Or TRM IM1111101 M 24,{.Q►R 9' cMATD1 .aYr>asres 33� ]Ot 9 V) V) < Ad 25 Z5 Z 0 Z CQ.0 W- Q W W W � � Z � U W 7 O cr- LO r*_ 0 N 0 Lo � LL- 0 CL to W H W Q W N cn N c z 0 U � O � r z z Y. ZK 0 w i �N o a 0 LL- v— CC-12 I GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO IE CLASS A-3 CONCRETE (CLASS A-4 iF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL- OTHER TYPES OF MATERNAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH 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 ADJOINING FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CUSS A-4. MN 5. REQUIRED BARS ARE TO BE NO. 5 X 8" PLACED V CENTER TO CENTER ALONG BOTH SIOES OF THE RAMP FLOOR, MID -DEPTH OF RAMP FLOOR_ MINIMUM CONCRETE COVER 1%2". 12:1 M_ X-_- 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, MID SHOULD NOT BE LOCATED BEHIND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE ; 12i1 Apt( HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ,y ,K._ UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTNG ALL 12:1 MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. B. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN ' AT iK , 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 X%K ,SAVE AS TOP OF CURB PERPENDICULAR TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RANCANNOT TYPE C TRAFFIC, REFERODATE THE TURNING TO STANDARD CGS-13,MENTS OF COMMERCIAL ENTRATED NCE HEAVY TRUCK HEAVYPARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WiTH A SHARED USE PATH, THE MINIMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1.6" - 2.4" __- TRUNCATED DOME C-C O O 0 0 0 0 0 0 0 0 0 0 0 0 _ O o 0 0 0 0 0 0 0 0 0 00 + < 0 0 0 0 0 0 0 0 0 0 0 0 00 0, . N 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 O rJ N 0�" 0 0 0 0 0 0 0 0 0 00 0 00 O 50/. - 65Y. OF BASE DWAETER O O O 0 O O O O O O O O O 0 02 ffw DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 _ 0.9" 1.4" VAYRIABLE 1' BASE DIAMETER �4'MHWLJM. TPAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 SPECFPCATOY CC-12 DETECTABLE WARNING SURFACE REFUZEMM REV.7/05 GENERAL NOTES 105 502 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION CG-12 PERMISSIBLE -'r CONSTRUCTION -j 1Y5 JOINT DOWELS, 8" LONG 4'-O, a 12" C-C 4' MIN. ` f7 ^�� N 6 ,1 1D,1 B ` TI� MAX MAX B TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN 81,0" 42-0„ BACK OF CURB 12:1 MAX. 48:1 MAX. 20: 1 t �2,�� SECTIO�NA - 4 � PEFZWSS93LE tJ CONSTRUCTION JOINT .SECTION B-B 4�00 T0:1 MAX NOTE: FOR GENERA- NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET T OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHALL Y J BE PROVIDED WITHIN =_1 CROSSWALK AREA. (n Y In In -0 HOCIt U to V7 CR OSSWALK C SW nK RO 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. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SKCFXATON CC-12 DETECTABLE WARNING SURFACE NOS TYPE A (PERPENDICULAR) APPLICATION 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 05 DOWELS, 8" LONG A RMISStBLE AT 12" C-C CONSTRUCINT TION JO 8 SEE T 5 MN. 12:1 MAX 12:1 MAX RAMP ---TRUNCATE BACK OF CURB 20 :1, z B ( ABLE) D DOMES A SEE SHEET 1OF 4 FOR DETAILS OF ROADWAY CURB 4e :1 MAX. 48 : 1 MAX._ SECTION A -A PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 1OF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MNN;MUM RAMP LENGTH IJ FEET 4" CURB 6" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 1 15 NOTE= THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. Ii If CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WiTHIN CROSSWALK 5' ►� f A SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR SSVIA) K PERPENDICULARCROSSWALK WITHIN THE CROSSWALK AREA SHEET 2 OF 41 INEW 7/05 203.05A CG-12 SP£CIFCATI M RIYOWCE CC-12 DETECTABLE WARNING SURFACE 105TYPE B (PARALLEL) APPLICATION 502 REV. 7/05 VIRGINIA OEPARTMF.NT OF TRANSPORTATION 1203.06 CC-12 A ' PERMISSI8LE CONST. 5' Mlt JOINT L ATRUNCATED DOMES SEE SHEET 1 OF 4 FOR OETAILS TANGENT PLAN STD- CC-2 BACK OF Cl1R 12 -1 r 48: 1 M 20 :1 -48: 1 . . r2' 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 10 6 7 14 7 13 15 8 15 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. 2 M1 Y 3 W 0 C� U 3 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 DIMINSIDNS AND SLOPES ARE AS NOTED. MAX NA1i,► �T',c�� 12 i AT X , 2" HIGHER THAN EDGE OF PAVEMENT AT )K )K , SAME AS TOP OF CURB THIS COMBINED (PARALLEL 6 PERPENDICULAR) DESIGN FOR ALTERATIONS CAN BE USED WITH ADJOINING BUFFER STRIP. LAMING AT BOTTOM OF TWO SLOPING SIDES WITH 60" X 60" MIN. DMENSIONS. TTIE SHORT PERPENDICULAR RUN TO THE STREET CAN BE PROTECTED BY A LANDSCAPED SETBACK OR CONNECTED TO THE SIDEWALK WITH A WARPED SURFACE. CC-12 DETECTABLE WARNING SURFACE SPETVIFICE FSTT3if)NCE REV.7105 TYPE C (PARALLEL & PERPENDICULAR) APPLICATION 02 203.07 VIRGINIA DEPARTMENT OF TRANSPORTATION INSERTABLE SHEET" A86 PS-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL CROt1ND LIME H TOP OF FILL t2R0UtMp LI# H ��r GROUND LINE 14 rrrrr rrrr rriri rrrr rrr rri 1 rr k Er H rr r r rr Rota OR �i UNYELDING rr r r EARTH D•t2" �t ,+ d r 0-t2" r d soL 0- 2' d D/2 I 4' t D/2 D/2 t 31 BEDDING b MATERIAL I MIN.1/10 D 41NL VtD a� MHO IN-MATERIAL11PER ��G � x MATEfBAL x D x1,OrN &W. M B' MUU(- 24- FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE WC1.5 x D MIN-1.5 No MIN. 1-5 it D INN. 1.5 x D t5 x D _ 1 - MIN. 1.5 x D� �[-- TOP OF TOP OF FILL FILL 1 TOPOFFILL ,= rrrrrrrrrrrrr H rrrrrrrirrrrri :� - rrrrrrrrr+rrr rrrrrr, rrrrr - rrrrrrrrrrr rrrirrrrrr •,rrrirrr rrr.+rr,* rrrrr rrrrrr = rrrrr rrr rrrrrr rrrrrr rrr rr rr rrr rrrr _ rrrr rr rrrrr �' rrrr' - rr rr ' rr r/ r rrr rrrrr '' rr D•�" rrrrrrrrr rrrrrrrrr D•2 rjr'' _ r +rrrrrrrrr• rr r rrrrr COLIIO ., rrrrrr rrrrrrrrr ::GROUND d d LINE d -LINE D%2rr�� rrrrr - �- W2-- _ EARTH 4" _ r� ROCK OR 0 II MITIN V 1O D- X� D -� t X YALBEWM MMN 1/0b 11/JYtELD(iIO SOIL MAN V 10 D R '-" `W �- I"�{ K D x BEDOMIG EARTH NORMAL EARTH FOUNDATION r OF " MATERIALFOUNDATION �-&"• ROCK FOUNDATION SOFT, YIELDING, OR Iwtx• 24" OTHERWISE UNSUITABLE MATERIAL ®IIEDOING MATERIAL IN ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD 00 BRIM SPECIFICATIONS. FOR PLA511C PIPE, THE LIMITS OF THE CLASS I BACWILL MATERIAL SHALL 9E CLASS I BACKFILL MATERIAL IN AQCORDMICE EXTENDED TO 12" ABOVE THE TOP OF THE PiPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE 917pDING. SEE INSTALLATION OF PPE CULVERTS BACKFi L MATERIAL IN AICOORDIMICE NO STORM SEWERS GENERA- NOTES ON SHEET iD7.D0- ©REGULAR WITH SECTION 302 OF THE ROAD AND BRIDGE SPECW"TWN S- ® EM BANK ENT SHEET' iOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 3W RIEV _V3 k V"M DEPARTMENT OF TRAN:SPOR1ATION 107.01 iNSERTAB F SHEET A I S l GENERAL I. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-t TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H )EIGHT OF COVER MEASURED FROM TOP OF CULVERT 70 FINISHED GRADE. 1N 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. CIRCULAR PIPE L D • OUTSIDE DIAMETER OF PPE. 2. d - INSIDE DIAMETER OF PIPE. 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY Or THE PIPE. X • 12" WHERE d IS LESS THAN 36". X 18" WHERE d IS 36" AND CREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS, 5. REGULAR BACKFILL MATERML MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30- AND LESS IN DIAMETER WITH HEIGHT OF COVER IVOR LESS. 6- BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER SLOT INLET 0-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE 1. S1 OUTSIDE SPAN DIMENSION OF PIPE. 2. S2 INSIDE SPAN OIMENSION OF PPE. 3. R • OUTSIDE RISE DIMENSION OF PPE. 4. X - WIDTH OF CLASS TBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X 12" WHERE S2 IS LESS THAN 36". X W' WHERE Sz IS 36" MD GREATER 5. WHERE DIRECTED BY THE ENGINEER, BEDDING MATERIAL MAY K ELIMINATED 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 IN LIEU OF CLASS I BACKFILL MATERIAL FOR ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE 52 IS 38" OR LESS AND HEIGHT OF COVER IV OR LESS. PIPE ARCH 1. S - SPAN DIVERSION Of PPE. 2. R • RISE DIMENSION OF PPE. 3. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL 4. x WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. x 12- WHERE S2 IS LESS THAN 36"- x - IN" WHERE S2 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NORMAL EARTH FOUNDAiIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 1S 35" OR LESS AND HCO-ft Or COVER 15'OR LESS. 6' REGULAR BA KILL MATERIAL MAY BE USED IN 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 �ha NEW. 1/04 GENERAL NOTES 302 107.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 2003 Edition Page 2B-7 Once the decision has been made to install two-way stop control, the decision regarding the appropriate street to stop should be based on engineering judgment. In most cases, the street carrying the lowest volume of traffic should be stopped. A STOP sign should not be installed on the major street unless justified by a traffic engineering study. Support: The following are considerations that might influence the decision regarding the appropriate street upon which to install a STOP sign where two streets with relatively equal volumes and/or characteristics intersect: A. Stopping the direction that conflicts the most with established pedestrian crossing activity or school walking routes; B. Stopping the direction that has obscured vision, dips, or bumps that already require drivers to use lower operating speeds; C. Stopping the direction that has the longest distance of uninterrupted flow approaching the intersection; and D. Stopping the direction that has the best sight distance to conflicting traffic. The use of the STOP sign at highway -railroad grade crossings is described in Section 8B.08. The use of the STOP sign at highway -light rail transit grade crossings is described in Section 10C.04. Section 2B.06 STOP Sign Placement Standard: The STOP sign shall be installed on the right side of the approach to which it applies. When the STOP sign is installed at this required location and the sign visibility is restricted, a Stop Ahead sign (see Section 2C.29) shall be installed in advance of the STOP sign. The STOP sign shall be located as dose as practical to the intersection it regulates, while optimizing its visibility to the road user it is intended to regulate. STOP signs and YIELD signs shall not be mounted on the same post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back-to-back with a STOP sign in a manner that obscures the shape of the STOP sign. Support: Section 2A.16 contains additional information about separate and combined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the road user should stop (see Section 313.16). If only one STOP sign is installed on an approach, the STOP sign should not be placed on the far side of the intersection. Where two roads intersect at an acute angle, the'STOP sign should be positioned at an angle, or shielded, so that the legend is out of view of traffic to which it does not apply. Where there is a marked crosswalk at the intersection, the STOP sign should be installed in advance of the crosswalk line nearest to the approaching traffic. Option: At wide -throat intersections or where two or more approach lanes of traffic exist on the signed approach, observance of the stop control may be improved by the installation of an additional STOP sign on the left side of the road and/or the use of a stop line. At channelized intersections, the additional STOP sign may be effectively placed on a channelizing island. Support: Figure 2A-2 shows examples of some typical placements of STOP signs. Section 2B.07 Mul(iway Stop Applioligns Support: Multiway stop control can be useful as a safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multiway stops include pedestrians, bicyclists, and all road users expecting other road users to stop. Multiway stop control is used where the volume of traffic on the intersecting roads is approximately equal. The restrictions on the use of STOP signs described in Section 213.05 also apply to multiway stop applications. Sat 2B.03 l0 2B.07 PM-3 I TURN LAN_ ARRCVtiS lurn crrawS ecitAred in acco'donce .0the ' of u w r g,urf ones olhe-w:se d.ecled by the Cnyiteer. TURN LANE LENOTII ( I Arrow IuQuLed of be9`nrk9 nl ftd! Mich to r lane. 301' o- !cnger: 3 cm;ws l I Arrow lo;uled yrl rn;,Pc;nl of fulvndth turn luny. ( 1 Arrow lccctud 50'baek from 06pbrw o, erwJ c I brae 1me. 1 Arrow locoled it begBm'rq of filwidlh turn are. 3DO' or less 2 crrcws I A'srnw booted 5D' buck Irom ntnahn- -,r end of Inre line. Stop salid y e lox lim of the berp-rino KY W'+r. r, skP line of the rodivs. --.� 3C' Spocing Bcacr, c' orrco ul beginring of ItA pridlh hwn Inns. DETAIL F'OR LOCATION OF EDGL SINES ON CiRB SLC FIDNS Or ROADWAY (NO GUITT-R) H N• H per,% -4" Masking No edge I:ne reguir rd h w ere curt) Old -yam 9,,:ters p-esent unless inciratec by '.he EnSIi eer KIPS ifYi lane?: use XY 51. ps / 30' spocing. TForilions mere thon 100: jse riniskips 2003 Edition Page 2B-1 CHAPTER 2B. REGULATORY SIGNS Section 2113.01 Application of Regulatory Sfgm 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 dearly 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 Desigm of Regulatory Suns Support: Most regulatory signs rectangular, wi h ] r vertical. Th r g ry g are with the longer dimensiona 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 RegulaWry Signs Standard: The sizes for regulatory signs shall be as shown in Table 2B-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 (R1-1) Standard: When a sign Is used to indicate that trafftc 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 (Rl-3 or R24) shall be used to display a secondary legend. Such plaques (see Figure 2111-1) shadl 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 (RI-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 (R1-3) supplemental plaque. Support: The design and application of Stop Beacons are described in Section 4K.05. 'I �-` No edge line roquired where crrh and gullers prese: unless ixli:ated by the Erxjne^^. No ;Ps Slop aors.if remired ty '.he _"ui,eer,snox he o rgnlrrarm of 4'Ir oavance of the crossvrolk. Ir t-e nhsence of o marked crormonik. The step bar sholbc c r-itimum of 4' crd o rnax;nv r- of 38' n odva/.e of the neares: edge of the brtersecting roodwoy. '.Aopbors 00 be 2 in width. Arrnws shcfloe i+ accordcnce nith 'he :'ede,dW TCD. Spocing between double said yellow Fes cholbe L" -i_YP1CAL PAVEK NT MARKING (-OR UN'__IGNAL-I L) IN1ERS- CTIONS 1301 ----�1I VIRGINIA CF�ARTI,Whl OF T9?AtJSPOR7AT10N Sect_ 2B.01 to 2B.04 W L _J NIA _J o •n z 99 LJ O p W00 Trr tY Ld N CV ZO G. 0 o W :2 U � � U) C:)O Q 4) � N a> a1 Cq O (D U) C� I- O to >, E L`-I I- coCn Q 0 co - ". N O w- (n ui 006 -J z W V C L (n O CO L J (n W U Ln "T V C)O -> C E u-) �a LL U-) • t." t Lli U •L � L � _ ) N O (n z Oa) .W a+ C lea is ��nn a. w �J 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 3B.11) shall be used. If N is other than 12 in (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 sball 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 313.15 Transverse Markines Standard: Transverse markings, which include shoulder markings, word and symbol markings, stop lines, yield lines, crosswalk tines, 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 fines 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 3113-14) 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 Ls 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 (111-1) 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 Trim (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 min (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 (Rl-2) sign or a Yield Here to Pedestrians (RI-5 or RI-5a) sign. 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