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HomeMy WebLinkAbout64-05 Marathon Bank - Bank - Gainesboro - BackfileCONSTRUCTION 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 r otherwise noted, specifications for all work to be in accordance with completed facile ready for use. Unless oth se� Ord an ConstructionTe Vir inia Department of Transportation, Virginia applicable Stands s d of p p g o Health,Frederick i i n A ho 'ty an g the contract documents. Department fCoun San tat o ut n d PCounty y e e r h m o I existing s rfacutilities; however, such may exist that are not shown. 2. The en in a as attempted t locatesub u e , PY o hall er i ar i this work o t avoid damage t an utilities. An damage shall be the The cantrac r s exercise se care n his o s as o dam g o y y g " 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 Contractors 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. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required), The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. FIRE & RESCUE 1. Burning of land clearing debris requires a permit from the Fire Marshal, Burning of construction debris on site ' prohibited. 2. Access for emergency vehicles must be maintained at all times duringconstruction. Temporary street signs an addresses must be posted as construction begins. Parked vehicles and saging of construction materials ore prohit,,Iv: within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Q. 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 floggers 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 installat ion 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. 1wrler/Developer: Marathon Bank 4095 Valley Pike Winchester, Virginia .1: 1 :.' ..11 P.O.C. 1o. Unger LOCAL UTILITIES CountyFrederick a: Box1877 Winchester, Virginia 61 1868-1061 P.O.C. John Whitaci Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing P.O.C.Personz 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 (540) 869-1111 22604 P.O.C. Tim Hockman V14. All roadway fill, base, subgrade (material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT°s discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the 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. In addition o i p y, p t checking stone depths, a VDOT representative shall be notified and given the opportunity to be present Burning the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. , t a , h , . t I II tl.II j {L;i', I}i,' !! ,i{,+ }tl;li iI ( , ,I,I Ii t•i+I rt, tI I II ! i kit ,I t11 1 1ii(,tli iE 1 I ,i,:l ,� t,, � , 1I ,f� I '}{. I i� I, Ir {' ,Pr� �, ill.� i! i, I,I3.,.,.,.p': Iv,.v .,,1 t. a:,. 5....1:..,: �, ..t,. ,,u.t,, ,'.;:;. �4,,.,..., •t, i { I, , „ 4 I ,I. 8 I 1 I ! , .I ( �I I.. 1- is ! I: f I , .! 11, ( ,I,,,,.,:i. I l�+i�l,;, � L.:;. l..,(,; .,II'., I :• .,�I, II II'�il;�lie,,. Gai-Inesboro Magisterial District Frederick County, Virginia V cinity Map Scale 1 "= 1000' AUGUST- 30, 2005 REVISED: OCTOBER 14, 2005 NOVEMBER 11, 2005 DECEMBER 21, 200 DECEMBER 20, 2005 AUGUST 28, 2006 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. e GRADING EROSION CONTROL LANDSCAPING1 LIGONG • PROFILES & MISCELLANEOUS DETAILS DETAILS MISCELLANEOUSMISCELLANEOUS DETAILS MISCEIIMEOUS DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, veqeta ive cover, stc. ) b) Submittal of certified as built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. n completion ofpipe-layingin the affected area. 6. Contractor to clean up and restore disturbed areas immediately upo p 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. P a t t® n H a r r I S Rust Assoc! a t e S o PC Approved by Frederick County Zoning Administrator Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 D I OWSKY, a,Z N0, 020674 R+A 4 T 540.667.2139 F 540.665.0493 FSSlpNAi _ �G Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 12881-1-0 Sheet Number%7 • N //IF 53-((A))--82 F unkhouser Darla Poe & Poe Sharon Zoned: RA Use: VACANT instrument #: 00-1479 NOTE ON INTER PARCEL. WKCTM THE OWNER AGREES TO BEGIN DISCUSSIONS ON THE GRANTING OF AN INTER PARCEL CONNECTION WITH THE ADJOINING LAND OWNER PROP 20' STORM SEW. ESM'T. TO THE WEST (TM 53-A-82) ONCE A SITE PLAN FOR THAT PARCEL, WHICH SHOWS PROPOSED USES AND ENTRANCE/��K14'42' 11 1)W - - LOT CONFIGURATION, IS AVAILAULE. FOR REM ,-_ - -= --- - -- - � Q0 Ir) _�.. Y s V r- - c�l 0 Z z o< <s \. 0 >, I 0 L7 O I. n �- DO NOT 30"X30" STOP c-inKi 0. ')A" N/F 53--t,VA 6 ,Johnson Robert B Zoned: PA Use: Resid D.B./PG. 586/87 8 PROP_ .-ACCESS ESM'T (WIDTH VARIES 14 rr4,-r- EX. ISLAND TO BE REMOVED AND REPLACED WITH PAVEMENT 805 08 (MATCH EX. PAVEMENT SECTION) 36"INV(IN)=800.13 36"INV(0UT)=800.0- CONVERT TO MH-1 RIM RIM ELEV.= 805.70f IJ.J CIC IV ).JVUULli II 15"INV(OU-801.94 r ri NSF 0516 \ I 1 b�'`*V(IN)' 79 .36 1 `; � 53B- I`,3 15�IN .(1N)=V800.46 c� �� �� �.' Farmers Livestockinc.36"I�V(`rJUT=799.16 Exchange ,n Zoned: RA i 9)MR11/CS04LE Use: Corrlmercia! \ =� 20 10 0 20 40 D.B./PG. 536/5,32 ( /N FEET 1 inch = 20 ft. Storrs Inlet Summary H- STIR top to CUL out Str. No. Inv, In Inv. out Top Elv• Type Throat Spread(f t) inv,(ft) lA -- 802.00 805.91 DI-3B 10 3.91 1 800.74 800.54 80&00 DI-3B 8 5.48 5,46 2 802.44 802,24 806.75 DI-7 -- 8,57 4,51 3 802.89 802,69 808.50 DI-1 -- 3.50 5,81 4 803.97 803.77 808,25 DI-1 -- 3.68 4.48 5 e05,07 804,87 808,25 DI-1 -- 4,20 3.38 6 -- 805.10 808.50 DI-1 -- 10.67 3.40 7 -- 802.58 807,60 DI-313 8 6.66 5.02 8 -- 801,00 807.50 DI-7 -- 8.11 &45 Culvert Summary Culvert Inv. In Inv, Out L(f t) D(in•) S(%) Type lA 802.00 800,92 55 15 1.95 RCP CL III 1 800.54 800,13 41 36 1.00 RCP CL-III 2 802.24 801.20 137 36 0,76 RCP CL-III 3 802.69 802,44 26 18 1.00 CPP 4 803,77 802.89 88 18 1.00 CPP 5 804.87 803,97 90 18 1.00 CPP 6 805,10 e04,87 23 18 1.00 CPP 7 802.58 802.44 14 15 1,00 CPP 8 801.00 800.74 31 36 1 0,84 RCP-CLIII NOTE ALL CPP IS TO BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT, [STOP LEGEND, BORDER - WHtTE RIEFL.) BACKGROUND - RED (REEL. STOP SIGN - DETAIL NOT TO SCALE PROJECT SUMMARY TAX IDENTIFICATION NUMBER 53B-3-5, 6, 7, 8 EXISTING PARCEL AREA 0.97 ACRES DEVELOPED PARCEL AREA 0.97 ACRES ZONING RA ADDRESS NORTHWEST PIKE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT RTE, 50) 50' 87' FRONT RTE. 1317) 35' 42' SIDE 0' 74' REAR 0' 73' PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 30'f FIRST FLOOR AREA 3527 SQ.FT. SECOND FLOOR AREA 4471 SQ.FT. TOTAL BUILDING AREA 7998 SQ.FT. NUMBER OF STORIES 2 FAR ALLOWED 1 FAR PROVIDED 0.18 MINIMUM LANDSCAPED AREA 0.15 AC. (15%) LANDSCAPED AREA PROVIDED 0.38 AC. (38%) PARKING REQUIRE PROVIDED STANDARD SPACES (1/250 SF) 32 41 STANDARD STOP BAR HANDICAP SPACES 2 2 LOADING SPACES 0 0 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS I) TOTAL SPACES PROVIDED 0 4 PARKING LANDSCAPING REMOVE EX. ISLAND PAVEMENT AREA 25,600 S.F. REPLACE WfTH PAVEMENT PAVEMENT TREES REQUIRED 12.8 0 112000 SO. FT. PAVEMENT TREES PROVIDED 13 SAWCUT EDGE SAWCUT EDGE INTERIOR TREES REQUIRED 4.4 (®1/10 SP.) PROVIDE TACKCOAT PROVIDE TACKCOAT INTERIOR TREES PROVIDED 5 MILL 6 XI 112- JOINT MILL 6 xl 1�2" JOINT TOTAL TREES REQUIRED 17.2 1 TOTAL TREES PROVIDED 18 * PAl!EME NOTES: EX/ST1NG PAVEMENT EXISTING 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE EX. EDGE OF-��'.•:''':`;::':::':`: EX. EDGE OF REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. PAVE VE NT PAVEMENT PAVEMENT 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 1 12.5A 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 6" BM 25.0 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL 8° 21B CROSS 5ZOPE= 114 1 FEATURES EXIST. WELL COMPACTED SUBGRADE OR MATCH E-X1STING 5. ALL ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE MARSHAH REQUIREMENTS [v F ELAND REWV�4L 6. ALL UTILITIES TO BE PLACED UNDERGROUND 53--�(A))-F8 Winchester Medical Center in c Zoned: B2MS Use: Resid instrument -: 00-12098 70� 45. 8F`1D - j Q0 PROP. GRADE EX 1 A EX. GRA E-, Fj :11•• e 15' RCP CLIII I j in W LD '-' Co 0i o_v_ c __--1- c Zoo O W I- U > Lr5 C CDCD.,c => p CC 11 CC 11 II I po11 11F-I J; C, z C F- J ICUOD E o i rZ j j' CL I �j +x=o o W M F- zzI 0+00 0+50 /.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MONUMENT STYLE, MAX. SIGN HEIGHT= 20, MAX. SIGN AREA= 75 S.F. 10" RRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. ' THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL. 4' CONCRETE 11. STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE 2� STONE BASE AND SECTION 304 USE GROUP B(BUSINESS) OF THE INTERMATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF PROPOSED 99B1fALK SECTION CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, N.T.S. CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12•SECOUND FLOOR SHALL HAVE AND ACCESSIBLE ROUTE (ELEVATOR) WHEN IN EXCESS 3,000 SQ. FT" PER THE IBC. ALSO AN AREA OF RESCUE SHALL BE ESTABLISHED 21 B ON THE SECOND FLOOR IF ARE SUPPRESSION SYSTEM IS NOT INSTALLED. 13. TEMPORARY BUILDING ADDRESS SHALL BE POSTED UPON INITIATION OF ;OMPACTED SUBGRADE CONSTRUCTION. TRIP GENERATION ITE, 6THEDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 9M T.P.D. STANDARD PAVEMENT SECTION USE CODE: 912-BANK, 710-OFFICE. Not to Scale t FVE Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency v access points to the structure. The contractor shall coordinate with the Fire Morsholl to ensure these requirements are satisfied. 18 ,t 1 It i 1 GRAPHIC SCALE 50' 25' 0' 50' 100 1 INCH = 50 ft. HORIZ" 1 INCH = 5 ft. VERT. NOTE: PLACEMENT OF CC-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER. US 50, ROUTE 1317 PAVEMENT AND STOP BAR MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246, USE REQUIREMENTS FROM THE TTC-4.0 FROM 'VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317). LEGEND PROPOSED CURB & GUTTER • - PROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 21B/2' SM 12.5A) • • • • • • • PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA FIRE LANE • • • • • • • • • • • • • • • • • • • • • • • - UTILITY PEDESTALS . ...................... - El 10 EXISTING STORM DRAINAGE & STRUCTURE • • • • • • • • • • • " • - PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • - PROPOSED WATER MAIN . . . . . . . . . . • . . . . . . . . . . - i W 1 EXISTING WATER MAIN ....................... - PROPOSED FIRE HYDRANT • ....... ...... . PROPOSED GATE VALVE & BOX 1 Wt--- EXISTING SAN. SEWER AND MANHOLE . ........... • • • " PROPOSED UNDERGROUND ELECTRIC SERVICE " • • • • • • • • • • •• UGT F---- PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • •• TELI- PROPOSED GAS SERVICE . . . . . . . . . . . . . . . . . . . . .. -�GAS,- PROPOSED SAN. SEWER AND MANHOLE . . . . . . . . . . . . . . Q tij G N I q J Y O 4, 3 Z � OwZ� Q O ° w d O w z O N Q� FU)z _ VO (0wc� N r Q 1 0 WOW a Of K Lj_ O U ���Yp 0 wa0 0 co a4- v N m� MQ V n �_ O I N co Qo oNN0 I Q c0 cs7 ad > � o; I>r LJL U) •L >1 L. Q) M _ n + C co O a) M Q, a. L- W J Ld 0 0 �Q Q 0 0 o W O \� \ CIJ O O p z 0 + o 0 Z L4 j w z > o C> 0 can � U o w w w en M � w w °- cr_ Of o � < o IMME Z g CL Ld F(n - y Z Q Z_ W Z 0 Q �0 3 Y Q � W Q O O � w 0 pM N l� O f- r � N C� ~<Q W w w U _ 0 U� V7 0 W z z Y O W � Q W af _ 0 o c) O z 04 E PROP. GRADE EX 1 A EX. GRAIJE, i 805i II II II I r 55' 800ffi 15' RqP CLIII i W N a.�_ �_ o Z W CD 6 C) i I ,-, CD O W (� o CO I m CO (__) > uj CD II I II II OoII II E- pi 0 1 n->>> Z� V)n-> o W X: _ gpIDZ 0+00 0+50 GRAPHIC SCALE 50' 25' 0' 50' 100' I 1 JNCH = 50 ft. HOR/Z. I INCH = 5 ft. VERT. 3 0 Z (x�i) W WARD AVENUE 2' EX. EDGE OF PAVEMENT WELL COMPACTED 5096240E NOTE: STOP BARS SHALL BE PLACED A MINIMUM OF FEET IN ADVANCE OF THE CG-12 RAMPS, PER MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE (MUTCD, 2003 EDITION) PAGE.3B-26. 1' VDOT CG-6 EXTEND 21 B 1 f7.. BEYOND BACK OF CURB WARD A {VENUE ROAD SECTION 1 '1� WARD AVENUE SAWCUT EDGE PROVIDE TACKCOAT MILL 6 xl 1/2" JOINT 3 a Z N - VARIES 2' VARIES EX. EDGE OFF PAVEMENT 1 1/2" SM 1 .5A CROSS SLOPE= 1/4'V 1 ' 6" BM 25.0 OR MATCH EXISTING 8" 21B WELL COMPACTED 51004DLEr W.AAV A OWE ROAD SECTION 2 VDOT CG-6 EXTEND 21 B 1 fT BEYOND BACK OF CURB U.S. ROUTE 50 SAWCUT EDGE _ PROVIDE TACKCOAT MILL 6 xl 112" JOINT- \ 3 O VARIES 1a 5' 12' CONC.1 SIDEWAt 1 1 2% ACCESS ESM'T PROVIDE --1' BEHIND SIDEWALK EX. EDGE OFF PAVEMENT VDOT CG-7 1 1/2" SM 1 .5A * CROSS SLOPE= 1/4 ".• 1 ' 6" BM 25.0 OR MATCH EXISTING 8" 21 B EXTEND 21 B WELL COMPACTED 506WE 1 FT. BEYOND BACK OF CURB U" S. A1007 50 WDEN/NG ROAD SECTION 1 ,�f�.gPrY/CSCALE 30 15 0 30 60 /N FEET I inch = 30 ft. NOTE: PLACEMENT OF CG-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER. US 50 AND ROUTE 1317 PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246. USE REQUIREMENTS FROM THE TTC-4.0 FROM 'VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317). Q G 1`N I A Cf) J J Y O 3 Z C Z Q O owe SOW Z N Quo tw-�Z _ U O V) U r N Q H O W O W Ld 2 t LL O U N O n-WO� - V Ul 0) CO I O O d O N O C)� Q c0 CO > Q� 6 N 4-+ r� C O O U F- u. W J F-- I- Z Q Z m �s Z o (30 W H o � 0 U ZZ E o v w 0 O o a. a 4 o � w a o O O p O 0 + O N O O Qf z C o w � — W III �.., o C N N w o Z 0 LLJ M w in U 0 s o Q� D cn Q Q o Q U cn w = Un 0 �o � W Z o v 00 Q 0 W C/-' o C QUo c) W o 0 Q CD CD 0 w < < O Ui W Z w Z L Y -T r Z �N z i � LI OD 5 C 0 �b24 WHITE 1 H ATCH 00 CENTE S 1 .90 4 WHIT, STRIPE , / 1 i, i 4 ''' �, ,I I � � i i (LOD _ � i @ MM Ig�807 IM Cp 5 8 5 13 `4 1 -1-2 0 809.73 08.75 q� q 7 00 CD LOD Co 09 J 07.84 O 80955 8)9.34 PVMT V t> SP 7 u 869.30 80§_3 PVMT 0 20' si 2'11 2 012G P VIDED ' WID NIN RTE �7 0.20 0 C2 4 FTI 8008 77 808 simp 8 A fl Ilk _r. C0 All< m T-M, MINI MOM? MM V�Z, TIm mz no- eJ o 1117�v�� -M 0, IM "FIV!, 8016. 0 'Im 7, /ENUT I/R I E. 17@ 1 1 807.34 Z F 31( SPEED 0v11T 4�0 ADT IP ' ` --------- - - 20 70 0 20 40 IN FEET) ALL SPOT ELEVATIONS I inch = 20 ft. SHOWN ARE TOP OF CURB UNLESS NOTED. IMPROEMEN I LAN (y � 00 91 0 0 o WHITE C OSS HA iCH 0 24' CE TERS ' y ; ----, M T, A -A PROA ACCESS ESM'T �(WIDTN VARIES) Ic Nl� E Cl 0 CONVERT TO MH-1 RIM CID RIM ELEV.=805.70± I STONE CONSTRUCTION ENTRANCE 70' MIN, EXISTING A3,PAVEMENT 5:1 FILTER CLOT MOUNTABLE BERM (OPTIONAL) SIDE ELEVATION GROUND 70' MIN. B WASHRACK REQUIRED 12' MIN. • POSITIVE DRAINAGE VDOT 81 1 1 COURSE AGGREGATE B T13 SEDIMENT TRAPPING DEVICE • MUST EXTEND FULL WIDTH OF INGRESS AND EGRESS PLAN VIEW E OP RATION FILTER CLOTH REINF - SECTION A —A SECTION B-13 10, T 10' MIN. EXISTING PAVEMENT 10, MIN. 3' MIN. 3* MIN. LMMIN zrAL.L SOURCE: ADAPTED from 19a3 MaDjaM Standards for Soil erosion and Sediment Control, and Va. DSWC OVERFLOW RUNOFF - WATER WITH SEDIMENT I I I I 1 1 1 LA 1 1 1 1 1 1 1 \-DROP INLET WITH GATE SE01M _TrT SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW C_ EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Ada ted from Installation of Straw and Fabric Filter Barriers for Sot_Mept Control, PIATE. 3.06 Mnod If BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CUR B INLET 00 - RUNOVERFLOW FILTER A fOFF WITH R FILTERED WATER SEDIM MENT is s SEDIMENT WIRE SCRE EN 2* X 4* WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC PERMANENT STABILIZAMN: 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 ANAL PHASE OF CONSTRUCTION TEMPORARY STABILIZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS GERMAN MILLET PER AC. (MAY THROUGH SEPTEMBER) 60 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. PLATE 3.07-8 LEGEND D(ISTING STORM DRAINAGE dr STRUCTURE PROPOSED STORM DRAINAGE & STRUCTURE 0 PROPOSED CURB GUM .......... DRAINAGE FLOW ................. EXISTING. -GRADE ................ PROPOSED GRADE .............. PROPOSED EASEMENT AREA......... . PROPOSED SILT FM ............. — SF SF— INLET PROTECTION ............. UNITS OF DISTURBANCE ............ V0 RM 99 PN 0 M 'm LOD DRAINAGE. DMDE ................ < GiNlp L.Li 9, Cn _y 0 k V) Z __j 0 < OZ- < 3: 0 Lj -t Lj Z cl�� L0_ (r 0 LLJ z -�5 I_- r, W LU 0 < �0 F- z L V) Li co �7_ L, W C, W 0 UJ Lu 0:: w CC fk� a- IJ_ 0 0 0 rr, C 0 /v0pvrkf kv 0 0 z z 0 0 0 O 0 0 < 8 z o LLJ O co C,4 CID C14 C5 LO C'4 C4 C:) 00 a Z < 1 0 0 0 0) C�) 0 V) + C) C%J 0 r) C) �-j O:f CL U) =E (--> 5 Ln z > :D 0 LJ Z) LLI _J d. Lij C> CD 0 Q. Of Cn < 0 < co Ld C/) CK ui 0- C�j cr� C�) U) w C=) 1,1 CIO CD 0 00 :7 C> 0 LLJ Ch� < (D < W 7) ui O z 3: o y u C5 1 z CO CO z Lij < 04 SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES 01'-6" O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS, SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB � 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 V-6' O.C. #4 STEEL REINFORCE BARS LIGHT POLE JGHT POLE BASE NITH COVER PLATE VONSHRINK LOAD 3EARING GROUT ANCHOR BOLTS FURNISHED NITH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT 3IRCLE PER MANUFACTURER'S RECOMMENDATION. V-8" 4 CONCRETE BASE '.V.C. CONDUIT AT 2'-6' 3ELOW GRADE TO PANEL TOTE: ALL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL o& LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. i9i9APH/CSCW,F 20 10 0 20 40 IN FEET 1 inch = 20 ft. Prune codominant leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels DO NOT prune terminal leader or branch tips Prune narrow crotch angles and water spouts Prune broken branches Prune suckers Cut away all balling ropes 2"-3" mulch kept away from trunk Remove top of wire basket Soil well to contain water UNAMENDED backfill soil Partially backfill, water to Widen and score hole wall a: •d - A. •:�. :.�'' : p settle soil, finish backfilling Remove container and cut circling Leave solid soil pedestal - do Area for water drainage 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 ALL 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. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fescue per cc. 12 lb. Annual Rye per cc. 1000 lbs. 10-20-20 Fertilizer per ac. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per ac. (May through September) 60 lb. Annual Rys per cc. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 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. PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE 0 PLANTING SPACING QUANTITY ACER RUBRUM RED MAPLE 2" CAL. ® 6" H/GH AS SHOWN 7 QUERCUS PAZIISTR/S PIN OAK 2" CAL. ® 6" H/GH AS SHOWN 7 ILEX CRENATA V7//" HEIZ HOLLY 9' HE/GHT 3' ON CENTER J4 EASTERN RED CEDAR 4' MINIMUM HEIGHT AS SHOWN IO LANDSCAPED CORRIDOR BUFFER SCHEDULE -'AN*' A SRICAN ARBOR!//TAE, HERTZ HOLLY, LENGTH OF SCREEN 140 FT LEATHERLEAF �/BURNUM TREES REQUIRED, 3110 FT= 42 1/3 DECIDUOUS = 14 FLOWERING CHERRY 2/3 EVERGREEN = Z$ D0WNEY SERNff BERRY WEIGELA PROVIDE: 10 AMER0N ARORVREAE 10 HERTZ HOLLY 8 LEATHERLEAF VIBURNUM 4 FLOWERING CHERRY 2.0' CALIPER 5 DOWNEY SERWCE BERRY 2.0' CALIPER 5 WEIGELA 3 GAL 10' LANDSCAPED CORRIDOR BUFFER 40' 10' 10' 10' 10' 2', 3' i 3' 1 2' 3' , 2', 2' 1 3' 2', 3' , 3' , 2' 3' , 2', 2' 1 3' Aw I ' *Nor AwAsk- I I Aw I I 40 99101� 'All, qk 40 W\RG , N I q OUf . 0�O �mQ(V_110 0w� N oNGJ w Ti z¢WU (� W O W LLJ LLC)4, 0—WPY0 V � Q. U O - U O Q rn V Q 0 O a I N Ln N � o 0 Oct C)o N 0 —I Q 06 > m a� �— _J >, ,I- Q) — N C N 1 M r7 c c 0 0 C) rr W 0 rL to vi Z L Q) C cri O a) C Rf U' a LLJ 0 Z Z Q Z 0.0 < Z U — I- V 0 C' Z -` J w J H Y Z Qj Z M s Z O �v W ! �8 Z o v w O o n _ o a L0 o o O N � Z O Q M O N LL O cn co z w Of(!) F- .— a Z M 0 :2 0 Z Q< LLJ > w0 _j to w W C) r z a cn o '� cn cn 0 o_j o W Q o o Q W LIJ zp C) QU z Z o Y O i Z a r7 N Z W o af� 0 = U J C4 E V- CONCRETE CRADLE q 24' Select backtlll r All bac"ll to be compacted to 95% of ASTM DM maximum density. STANDARD A' select arkfl® 7 O.D. CONCRETE ENCASEMENT TRENCH & BEDDING -1- r dip. schedule 40 steel pipe filled with concrete and painted yellow finished grade 11r dla. concrete encasement 4' aelect ack ill r da. concrete V-(r deep 4' stoner-.J screw type adjustable valvebmcc� r select \ jddWl marker O.D. nt restraints SEP 05 mechanical Mrit swivel tee with s brand, FIRE HYDRANT ASSEMBLY -10- SEP 05 Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shah be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP b" 8'° 10" 12' 6' 1 8'" 10" 12" 6' -- 40 60 60 -- 20 40 40 8° -- -- 40 60 -- -- 20 40 10" -- -- --- 40 -- -- -- 20 REDUCER m.,..,ux<,:.., , si� .•. ;...... ..t�.w+.._...:.a.:.:.skv G. .u.;:wu .w >..... v> "zL _..C."i?t�..y.s°.i .P _`m,.�:a% L I L f L In addition to restraining the connection, any joint that fails within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" r0" 12' 6" 8" iD" 12° 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 0173 -2- SEP 05 finished grade 4T min. valve restrained main t ............. ................. .j� .......................... 18'iD24' BN e'x 18' wild block Our valves I? and larger) Note: this detall Is also used for butterfly valves GATE VALVE -9- SEP 05 1l>fehhed othof manhole at grade in pavement areas runless 1' erwise directed (top stall be set 24' min. above g� grade In und-Ooped areas) sure skid pq around manh wed ar31V x 2' butyl joint sealant adjustmentW max. (11•10 24' min. In undeveloped areas 3/4' ooricr bob (4 esch) ,• %4. i concrete ASTMC-1 finished 4000 psi a grade f .'r 12' or 18• (typ.) w�earp� coeting .. L i- nominal size butyl)oint _ 4 sealant applied between • joints end on exterior aide of joints !chrts are to be seeded - with 0. ring gasket lip . 4' - s pipe to manhole • connection to be by flmdble sleeve invert Channel to provide a -t 9 -0• min. smooth transition in to out, 4r-0' min. for ail connections ' 2 0' max ' max precast Invert or grout ! � top of bench to be bottom to form D/2 same elevation as top Of Poo 8' bedding stone.�riiiwri:^ : � ......::: ::............................................. :::::::::::::::::: z :: :: :: i::::c: NOTES: 1. Mantaie section shall have an edemal coating of approved polymer Porn water proofing prior to kfsta!(etbrh. 2. If adjustment elevation exceeds two Inches use adjustment rings wfth a exterfor coating of water proofing. 3. Final slope adjusttnent of manhole frame shal be by shims and non -shrink grout 4. S16d pad to be placed around rrttahholes located in shoulders of roads. 5. FW top shall be used rt height frorn invert out to fun is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 I In addition to restraining each joint of the tee, (1) any joint Lb that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint tied falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a teens requirements for Lb. A wye shall be restrained per a tee's Lr and a 45' bend's L requirement RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 1 20 1 20 20 20 10 X 10 20 20 20 20 10 X 8 1 20 20 20 20 RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DiP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 5 20 20 20 20 TEE, CROSS, WYE L In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10" 12" 6' 8' 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 ME I BOX and COVER METER 312E METER BOX METER BOX COVER 5/0' x 3/4' or 3/4' 18 in. Dia. Non -Tram 74M32CRG Traffic A32HH-T t• 24lo. DkL Non.Treffic MC-30WITH RML-1-T froo Lid) TrafOC MC30 WIM RML-12-T (rop Lid) treatep~ d 2Sc 4' with mater�� and OWN finished � 18'-21, INshed 3180one grade araroundlh9 box MAW L 1' CTS polyethylene tubing (PET) M pal with SS inserts at all connections saddle wfth/ Corp stop 12 g� Insulated wire line copper for tracing, taped at 10 foot intervats 1' Ong Same Skis (PJ X FlP) C144!4 with SS Uhsa't and MIP plastic phtlg COPPERSETTER meter size Opposite Side Sane Side 5!8' x 3/4' 1 VBHC72-18VVD 44 44 84 VBFiC8210WD44 44•B4 3/4' VBHC72-IOWD4444-84 VBHCU-ISWDd4.44434 1° A INSTALLATION NOTES: 1. F_ract location of meter box assembly to be approved prior to Installation. 2. water service crosahtg street: a) Encase in 3' diameter SCH40 PVC or SDR21 pipe. The piping Shall run from one foot beyond sidewalk, across the street, to one toot beyond sidewalk. b) Install 12 gauge insulated copper wire (tor Tine tracing) from cxp. stop to Irmo the meter box [wrap wire around Corp. stop; wire to be taped to top of PET at 10 foot intervals; come up into meter box and terminate level with angle bell valve]. 5/8" x 3/4", 3/4" AND 1" METER INSTALLATION -7- SEP 05 SDR 35 spigot SDR 35 spigot by by gasketed SOR 21 gasketed bell 45' bend bell adapter �Sge DR 21 gasketed SDR 35 S x 4' pand fittings gasketed boll -0 SCH 40 Solvent] weld cap 1 SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- finished DOWN BEND DEPTH 4 FT. MIN. �Ld� DOWN BEND RESTRAINED LENGTH SEP 05 UP BEND DEPTH Lu � Lu -"- Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT MIN. 5-12 FT 4 FT MIN. 5-12 FT.. SIZEf1YPE DEGREE OF BENDS Ld (DOWN) Lu (UP) S1ZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6° PVC/DIP 45, 22.5 & 11.25 20 20 10° PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8° DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10- PVC 45 40 20 12- DIP 1 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 C 810 805 8001 I am Z d W + 0 on! A r- W <L J O �- �ti W I- 1 � 0Y W W AAtS--� LLJr r � d > A W t1 C3 d ZtYM~ML''i A d d X Z J W W d(-)LL EX 1 z �Z I AN $ I X. GRA E _ � T 0 X X z -� d -� _ -! cl-. -300 - ram. 00 O 11 err --M-- 11 ---IP-ROP:-GRAQ -- , l --- - --- _ -I n Z > -X - X w W --- I I 90 p - ---- , I 1 - 5 i III � 13-7' @ J 0.76 �. 36'CP C iIII 1.00 9 18� PP 23' I 26' -- CPP f CP iv R;► `-' @L00% �6' RC CLIII i 18`CP COU I �Mh UU 4- � 'tC) U �O 0 N i - Lr)C, � W) (i) r- r A� ._._.- � o U-) W o I I OD pq �D �r��� t0 0 o OD Oo0 I I I I I[ I I �I ni o' CDODIZZ �D I I '''-' N t11 COoCOo 11 11 '-' 30 I1 r�0:Z (') i D (U OD 06 00 11 b I I F- I I '-' © i U7 00 CO O Ill r-COZ� iT I I '- f 00 11 ~ � j ON (U COa11 p 11 y OP N Ct +OZ F-.-+ r~+C3zZ Aok-�-.r~ v�tL» rna-`>> -'+ A.-'F-��, ZZ `i '-,+E3Z2 ACU!-. `--Dn-» ,.-' I aa->t> M + 3 AMI-r •� Z _ ,i,�+'a AG`)1- L_- 'Z. -- 0+00 0+50 1+00 THE JOINTS OF ALL PIPE FITTINGS AND APPURTENANCES SHALL BE PROVED WITH RESTAINED JOINTS. --� 1+50 2+00 2+50 3+00 STORM SEWER PROFILE 90,00, X - - - LLJ -------�-- ,�R-0 P:- - - GAD€ ►-+ z - �DE W X. GR "' 6 Pq W /i I_ f 3 T4 � Zw CONN�TD-EX _20" - z-� --- WATER VAIN I-' I CD ' u) d- 1�11 LBOW BUTTER FIL I VALVE 20" WAITER MAIN CL-52 DIP 000, SANITARY SEWER 0,50 6PV R - T --- BIJ I I GI\ PLU VALVE 1 2 G o �L .D r1 00�n z W P:l ¢ i z � F 0 3 1 1 O 11 OJ Z 11 '-' .-r.r. Z -C3 Z Op + I t n- >( 'Z..Z-' + 0 +v d+ 0+00 0+50 1+00 1+50 2+00 SANITARY SEWER & WATER MAiN PROFILE finished grade concrelle skid pad 10• 'r'' S ; \ 18' dim x Ir deep '.4' atone Vahaw, Inc Panelist Model PA4SV-CSK (41 Opt cast kon clearwut cap with brass Fig. 71 lid 71 pRg having a comtersunk square with•rked SEWER' head SDR 21 - ceanout pipe bottom of bar txicic base sewer main SDR 21 wye It-SOR 21 45' bend ' SDR 8- stone bedding SEWER CLEANOUT SEP 05 PROP. C 810 EX. GRA 3+50 4+00 PROP. EX. o_ tri as lf) 00 11 CO - 0 )CO= r I o ♦ CL> O 1--� I 4' '00 800 -- 800 --- 15' CPP @ 0.84 ' z 36' RC z --C -- -- U cu A J U" U(,"q (-3co U v to �0 0o v�rN ,_, �r v cu d�oHCD a(11(xio _ n; C. dOOo paaco ��� 11 If)oCO o00� = i�0000� -'r-CO I'll o� oII I1~ ,~��oit ►'- O11 it D CO II El cozzo 3 W�zn °t �� CO i-, O ~' + Z Z A a I- 1-�1 +' Z AQF-HHH Z Z J},j�� 1-1 �..L Z Z Z A V' H AoH ... 1�1 0+00 0+00 STORM SEWER PROFILE STORM SEWER PROFILE EX. GRATE TOP TOP ELEV=805.08 EX. STRUCTURE-----, EX. 36" CULVER- INV OUT=800.08 GRAPHIC SCALE 50' 25' O' 50' 700, 1 INCH = 50 ft. HOR/Z. I INCH = 5 ft. VERT. PROP FLAT SLAB TOP UNIT (T-MH-2) W/ MH-1 FRAME AND COVER PROP 36" CULVERT (Cl) INV IN=800.13 EXISTING STORM STRUCTURE TO BE MODIFIED REMOVE EX GRATE TOP AND REPLACE WITH A FLAT SLAB TOP UNIT T-MH-2 WITH MH-1 FRAME AND COVER SET FLUSH WITH PAVEMENT U () fl. 4 U � v Q rn O C) to U t►>! 0 0 O d Q o N C) _l IY Q c.O Cfl v > 0i C6 N d >` J i� rr) N N c 0 0 C LC) C) l- l-� CL C� I- U. N o L � t� v W T i U) �ir cn o *a v C O.w Z U gZ M d Z 0 �(L) Hle 0 ID W Z o U W O 0 C, 0 `n �' H O N a O NI Z O Z C) = _0 ¢ Ll_ O w w cn n- � W V7 Z mi c�� Z O > ::D Q Q 0 Ldo _ ~o r¢ z a (n O to (n can L- C-1 a V) o ~ Ui Cif `_ cr-- `C w -) z M Q 00 d z O Z Q � Y Ld O Z r, N C5 cn w _ J N �- cc 7 "V'Lz 1 TIV;, IFCV MAY UL FHLCX_:l U-i CASSI IN PLACE 7. ffX CRFTF TC HE CLASS AA I CA.51 IN P'LACL, 40:X: PS IF PRECAST. 3. COIABIW..TION CURB & GUTTER HAVINC A RAr US OF 30C FEET OR ESS (ALONG FACE CF CURB) SFN CC F4.D FOR AS RADIAL COVBINAT,ON CURB & G=JT TER. e, FUH USE WITH ETABILIZEC OPEN-CRRDEO 11RAINAC,E LAYER Tl IE DUT rOM OH HE VCURB GWb CUT-k`R Siy 1 W ^ONSTRN^T=D IAL-_L TO THE S-CPE OF SUB3DSr COURSES ANC -0 T IC DEP-11 C; T�iC. PAVEMENT 5. TH a CUR3 MAY BE USED 7ATA ANY D=SK1N SPFFD HU S K<=U ED WHEN DESIN SPEED tS CREAi-EP, I HAN 40 UPI- CN RURAL H CH%AA" S AND 45 MPH IN DEVELOPED URBAN A SUBURBAN AREAS. F,. WHEV 71-C STNCAJRD IS TO B= TEJ INTC LXI:;IING FIARRIER C'JAB• T-IE TRANSIT ON IS TO DC MAX WTII: 10' DR THE CHANGE 114 STANOARrS MACE AT REaLAR CPEN H35. 7.W'IFN COMBNAHON MCUNIAULC CURD AND GUTTER 6 . ED, THE STAVCARC CNTAANCC GJTTCAS OR STA`d AHL.i "ONN=CTION F01 STRrFT I.1T-Rr,-CT 7N mr rG HAvE THE MOUN'ABLF CLRH .:ONF''r.LWA-K)N INCO?TVORATEO. u STRET APPROACH SAME It A SURFEACNC AS MAINLINE tRADU5 TO BE AS I ROADWAY SHOWN ON PLANS) C C - - - - - - - (f(A1DIj$ TO BE ASRADIALSHOWN ON PLANS) CURB AMSOEWALKFLO jFL2nL 6« EXPANSION JOINT t r NOTED WDIN Ir 2'•0" OR AS 4' MM&NE ROADWAY SHOWN ON TYPICAL SECTION, A, J PLAN VIEW M CLAss A3 JOINT SECTION C-C M CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. ® TtRRNITHENG N_TSOFANTICIPA THE i OUIiiMERANCE HEAVY 10' PA RABDLIC CURVE RAMPS 'WITRUCK H FOR SIDEWALK FIC TLYDTS �--2- R HIN OF THE BE EDGE OF SHOULDER OR B i MAX. .--� D INCREASED TO 7". LOPE CHANCE OPTKkJAL FLOW LINE Q f -" BUILT 11 - ._ . i r MAWNE ROADWAY W COONJUNC71ON WITH VOOT PROJECTTSCPLEASE � 5 x MAX. >- ._. -„- D NOTE THE FOLLOWNGG °' N` _ ISLOPE O MrN F STREET "`•-... Q WDiINE PAVEMENT SHALL BE CONSTRUCTED a 5'MW TO THE RIW LOX (EXCEPT ANY SUBGRADE CONNE i ; { • STABILIZATION REQUIRED FOR YAkEkEIHE DESIRABLE FOR CONE PAVEMENT WMCN CAN BE OMITTED IN ENTRANCE THE ENTRANCE.) SECTION A - A TION RI OR COMBINALL p e n n e d „RADIAL AD aiC NOT CONSTRUCTED GUIDELINES FOR GRADE CHANGE D BEYOND THE R//WW LINE EXCEPT FOR ♦ e e a _z_ REPLACEMEN♦ �� -- `c ---- - THE BOTTOM OF THE CUR3 /JV0 - _ CUTTER VAY BE CONSTRUCTED WI -EN USED INCONAXNCTION WITH STANDARD__..�---•"•�"'==.�-_-"'----`--- W ENTRANCE VOLUME DESIRABLE CG-3 OR CG-7 THE CIJR9 FE 1AC71 PARALLEL TO THE `LUI' Of SUeRASF COUFSFS PRIVIfTFO A NAY BE CCONTEIU A THE ARFAOPTION YADNNlM STANDARD 15 V/0 BE ADJUSTED TO MATCH THE MOUNTABLE CURB CONFKraRATION. iEGH (MORE THAN 150D VP01 0 X 3 X .,,,''` �••--._...,.:..- _..__ 2--0" FXN. U`PI-1 OF /" IS MAIN INNED THE OPi1DN OF TFUF CONTRACTOR -� - R�AP DESIGN SEE (50-t500 VPD) S3 X 6 TBEUSTHNSST� E I LOW tLESS THAN 500 VPO) set B x ANARE TO�AUWHEN PROVIDESTRUCTTIONOFAFLOW REQUIRED DDR�AINNANGA}E, ACROSSTIC ENTRANCE. MAY POTR OF 0WWRMTO PRECLUDE PONDNG OF WATER. C,0VIHINATION �" CU B & CU-TER VIRCIMA OEQARTM=NT OF TRANSODRTATO, sC)Et=FIC A -IUV AFFFRFN('.F W)'� e02 PERMISSIBLE CONSTRUCTION �A, JOINT- 1 *5 DOWELS, 8" LONG a 121, C C 4 1 INN. Y tl < �2! -1 T01 �- B A _ B LINSTEE RUNCATED DOMES stAT ET l OF 4 FOR OET5 A TYPICAL DESIGN 8,, 0„ 4'-0„ BACK OF CURB -12.1 MAX. 48:1 MAX. �2 MN •4 SECTION A -A 4*N ERMISSBLE� T CONSTRUCTION JOIN T - •SECTION B-B 4 10�1 MAX) 1V=1 MAX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y' TRAVELWAY SHALL Y BE PROVUED WITHIN THE MARKED 7„ CROSSWALK AREA to Y Vf !n -�0 =O 3 Of tJ � c�o"sswK..._ x__- CROSSWA�K 'TYPICAL PLACEMENT OSSWAA TYPICAL. PLACEMENT AT INTERSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) I THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES WIDE -A SIDEWALK. LANDING (48" WIDE)REQUIREO AT TOP OF CURB RAW. MINIMUM CURB RAMP LENGTH B FEET FOR NEW CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 CC-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 502 -- - VIRGINIA DEPARTMENT OF TRANSPORTATION �- 2D3.D5A CG-12 e5 DOWELS, B" LONG A -- PERMISSIBLE AT 12- C-C �j CONSTRUC B Y 3 (SEE A)LU U CA EU DOMES A SEE SHEET IOf' 4 FOR DETAILS SH 0 MA CH OF ROADWAY CURB BACK OF CURB 48 *1 MAX. 20 '1 �-�.. 48 !1 MAX. SECTION A -A -1 5' MIN. 12:1 MAX _ _ 1 124 MAX RAVJP T TR N T PERMISSIBLE CONSTRUCTION JOINT SECTION B-B NOTED FOR GENERAL. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF" 4. 4ti V CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B PARALLEL APPLICATION -A- 1 µII%• 5' MAIN p `O ta- �"- A 4'SQUARE LANDING AREA X 4 OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR ROSSWALK PERPENDICULAR CROSSWALK WITHIN THE MARKED CROSSWALK AREA ROADWAY PERCENT MN-MW RAMP LENGTH IN FEET 4" CURB 6" CURB 1 5 7 2 8 31 _5 6 m^ 9^-- 4 8 12 5 10 15 6 14 IS NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS L.WITF.O TO 15 FEET, REGARDLESS OF THE SLOPE. SPEC �ucOW -- -- CG-12 DETECTABLE WARNING SURFACE I 502 TYPE B (PARALLEL) APPLICATION VIRGINIA DEPARTMENT OF TRANSPORTATION REV.7/05 2)3Os CC•t1 REF METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS S02 AND COMMERCIAL ENTRANCES REV. 7/0I VY(CMMA DEPARTMENT OF TRANSPORTATION 2l>,T.04 CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 F PRECAST) WITH SUP RESISTANT INTEGRAL "FACE COVERNG THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE _ WARNING MAY BE: USED WITH THE APPROVAL OF THE ENGINEER. TYPE A 3. SLOPING S'10ES OF CURB RAW MAY RE POURED MONOLIT14MLY WITH RAMP PERPENDICULAR FLOOR Oil BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAC FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT ADJOINING FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF PRECAST RAMP FLOUR. PRECAST CONCRETE SHALL BE CLASS A-4. dH 5. REQUIRED BARS .ARE TO BE NO. 5 X B" PLACED T' CENTER TO CENTER ALONG - 12-.1 MA BOTH SIDES OF THE RAMP FLOOR, MO -DEPTH OF RAMP FLOOR. MINIMUM CONCRETE COVER N/2". 17,11 M=JtaS. CURB / CURB AND CUTTER 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 DVECTEO PARALLF1.. BY THE ENGNEEIR, 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, ASSHOWNSHOWN SON PLANS OR ASNT. THEY TBE DIRECTED BY THEHIN ENNGINEER,AAND SHOURIAN LD NOT BE LOCATED BEHND VEHICLE STOP LINES, EXISTING LIGHT POLES. FIRE Ax HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UN085TRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL �i 12:1 MAX ��-- ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED 5 S6_ * * AND USED BY PEDESTRIANS. _ 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2• M114 -- AT ,t-2" HIGHER THAN THE CURB OPENING IS PLACED WITHN THE LINTS OF THE CROSSWALK AND �------- "--'~ EDGE OF PAVEMENT THAT THE SLOPE: AT THE. CONNECTION OF THE CURB OPENING IS PERPENDICULAR ITO THE CURB. AT )K)K , SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICAHNOT TYPE C ACCOMMODATE THE ANTICIPATED HEAVY TRUCK TRAFFIC, SADARDCO-13,COMMERCIAL ENTRANCE HEAVYPARALLEL & PERPENDICULAR TRUCK TRAFFIC) FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE MUMUM WIDTH SHALL BE THE WIDTH OF THE SHARED USE PATH 16" 2 4" TRUNCATED DOME r O O 000000000 0 0 0 0 0 00 0 0 } 0 0 0 0 0 0 0 0 0 .. o 0 0 0 0 00 00 0 m n0 2" 0 0 00000SOX 65!. Of BASE DIAMETER 0 0 0 0 o o 0 o 02 1- 0 oo 0 0 0 0 0 0 0 0 0 00 0 BASE OWuEiER PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET I OF 4 CG-12 DETECTABLE WARNING SURFACE SWCFCKFEWACEX �'FI:REM REV.7/05 GENERAL NOTES *5 502 203.05 ViRCINIA DEPARTMENT OF TRANSPORTATION L.Q. EgnXTABLE SHEET A20 r COVER A ❑ 1) CONDIRTIONS % C) DO ❑ D D �, A 1 A ❑Dao', �'a°Id°❑ � { IL 0.0.T. I OPTIONALLETTERIN i O Q Q 0130 ❑//no CIO tl% B ❑ 0 COVER a L85. ± -4 ..__ TOP 22" OM. SECTION A -A tit" LNAaHINEo r COVER B CONDITIONS Eli 1� i4' R aalt J LETOPTIONAL O t ���r�,-►��A� Plop I Op 0 APmX CHI COVER 105 185. TOP 22« CIA. ` x U00"D Ii1 '-MAT: ' SECTION A -A SHEET 4 of 5 VOWCATIN KITIENCE STANDARD MANHOLE FRAME AND COVER 224 302 VIRGINIA DEPARTMENT OF TRANSPORTATION REV. 7/02 106.04 FRAME EITHER COVER A OR B MAY BE USED WfTH FRAME. L t 1ER 700 ABS. CG-6 NOTES: I. THS ITEM MAY BE PRECAST OR CAST N PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST, 3. COMBINATION CURB L CUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL CO►!BINATHNI CURB GUTTER. 4, FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER, THE BOTTOM OF THE CURB TO THE SEUBBASETCOOU SEPARALLEL AND TO THE DEPTH OF THE PAVEMENT, S. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RIIi HWAYS AND 45 MPH OR 2 R LESS IN DEVELOPED URBAN E SUBURBANOOEAS, W THESE DESIGN SPEEDS ARE ri EXCEEDED STANDARD CO.7 IS REOU1REO. e ♦ r•:r e e 7" G p A p D b D D D -----'------•--- THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF B" 2'•0" SUBBASE COURSES PROVIDED A MNUAIM DEPTH OF 7" IS MAINTAINED. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6" CURB & GUTTER Its 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201.03 PM-4 TURN LANE ARROWS Turn arrows required in accordance with the following, unless otherwise directed by the Engineer. TURN LANE LENGTH 'h Amew located at be4nig of fW width bum b-a 30r or longer: 3 arrows 1 Arrow located at midpoint of fulwdth turn Axle. 1krew booted SD'boek free" stepbar. 300' tr less 2 arrows I Arrow located atbegnirq of Tui width turn law. 1 Arrov located W bode from stapbor. SKIPS ems= Thr use 10, skips / 30' spocing. Won; Stripe Trorai0ons more than IDON use mini skips 2' white Skip Line (2' skips / 4' spacing). 4' spocing ton all dual turns) Transitions 100' or less: do not use skips. Stop solid yellow Solid white line to end 1D' White Skip Ferro of the beginning of the radius. + of transition unless otherwise r ed 30•�dn9 I by the Engineer.- - Sid whits line to end - we '� other required by the Engineer. . -«-- -- .,. e�d'W�white • . lO, 2' white skip line 5O• No edoe Faro revoked where curb aM 4' Spacing toror p f arrow ur 1 gutters iess indicated by the ; 1 En agtal lu00th tun lone. r Double sold yellow Imo. DETAIL FOR LOCATION OF Notes: EDGE LINES ON CURB SECTIONS OF ROADWAY (NO GUTTER) 1 mated an � trraff° � aWbo d spool gloms. Wfolpi + ■ fi r +F Arrows shdlbe in occordaTce with the FederdWTCO. ♦ ♦ 4" Making d Spading between double solid yellow Fines "be 4". ♦ ♦ No edge Ina required where curb and gutters Present uhiess Rn&ot♦d by the E 9rHetr B" 4 TYPICAL PAVEMENT MARKING FOR SIGNALIZED INTERSECTIONS VIRGINIA DEPARTMENT OF TRANSPORTATION 130L69 T•MH-2 MH-1 FRAME INTERLOCK SHALL BE PROVIDED BY AND COVER r DtWTER HOLA. ES, 3" OVAL SLOT. METHODS. OR OTHER VOOT OVED F- H FOR 4 STEEL DOWELS, NUN. FT. CENTERS TO BE =*APART. FOR SEE NOTE S. SEEaNOOTES7 I 4« fAIN �12" MAK. 1 NOTCH, DOWELS. KEYS OR OTHER VDOT APPROVED MEALS OF PROVIDING POSITIVE INTERLOCK ARE TO SPACER UNIT BE INCLUDED N FLAT SLAB TOPS USED IN H (AS REQUIRED) WITH CURB DROP INLETS LOCATION, SIZE AND SHAPE OF 1101.E MAY VARY DEPENDING ON THE TYPE OF STRUCTURE.�21 I SAS PREQ'D.) �2 O� SIRS �R£0'D.) 2" MAX. 2. 0 H I S. VARIES i FLAT SLAB TOP UNIT j 5" 5" - UN' I I -�' 5 4'-0" 5"� •- -"15" 4'-0"----� 15"�► NOTES: CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES. STEP REQUIREMENTS. 'Tr' (LN. FT. FOR 6. SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS MANHOLES) DIMENSION. ETC. 'GRADE RINGS" OR ADJUSTMENT RINGS". 2. ALL SPACER UNITS, FLAT SLAB TOPS, AND TAPER UNTS 7. WHEN SPACER UNITS AM REQUIRED, "H" 1S TO BE ARE TO BE N ACCORDANCE WITH THE REQUIREMENTS MEASURED FROM THE TOP OF THE UPPERMOST SPACER. OF AASHTO 11199. & SPACER UNIT IS TO BE DOWELED OR MORTARED TO 3. CONCRETE SHALL BE 4000 PSI. TAPER UNIT OR FLAT SLAB TOP. 4. FOR STEP DETAILS SEE STANDARD ST-1. 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. SVCFCATCR STANDARD PRECAST MANHOLE TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION vs 302 tO3.09 NOTE: CG-6R (COMBINATION CURB AND REVERSE GUTTER) IS LIKE A CG-6 WITH THE GUTTER PAN REVERSED TO ALLOW THE WATER TO FLOW AWAY FROM THE CURB. 4 i 4' I(XI0 RAIL - 1BOm �U DING SECTION A ,m- SIM T 1MRC 1 t Y SQUARE SIm TUBING. WELD ALL JOIN TS SHOP - GRADE 1 PLAN VIEW 01 ' 9' ORK ON ~' m m f EC(pN5 FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL Q G1IN lq W �? D (n � OZ 14. �2CY 'J 3 Q O O w� EC Ow O _ Q W ui F- Z = CJO OwCb Li N ~ Q F W O W af 6 o Ir W 0 LWi U VY� / O �,0WWO0 W - I URII WLES N CONCRETE M UXK GATES N OPEN MAID CLOSED P06RIONS (2) 24' LONG 31Y RODS W J I- WAX (GONG. APRON) 111� V Uj U Q) Q 0) .,_ ID r` O v I U) y GA C:)O Q D 00 N C:) J Q 06 m > 6 m y 1r) c O O ¢ u H u. In 0 tL. � L. N L _ U) + C v� O a� 0. LLJ 0 V) O w Z J W U N y z Z m z 0 -U Q gE5 Z c0 Q N Q L0 Z 0 CJ 0)O w Tp + C:)Li V) � Q O N F- � I¢ w o =E m n Z W > C7 w W J H W � �- 0 F- Of �� Q Q Q U W = o a. (n o (n (n F- i u U o CD ,_ o En`' v) W LtJ 00 Q rT W p Z Q O C 4 0) V U < O r Z U Z LW Y O Z �a7 M Z w _ �N 0 0 �r- a) a 0 U rn 0 0 0 v Q 0 a� z a_ O O Ln O O N N N _0 s TJ w 0 0 rn �J 0 0 c w O I 00 N O w 2003 t3diticA Page 314-21 Option: The side of a raised pavement marker that is visible to traffic proceWing in the wrong direction may be red. Standard,. If raised pavement markers are used to substitute for broken line markings, a group of urea to five markers equaW spaced at a distance no greater than N/8 (me. 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 112 points for 3 markers, at 113 paints for 4 markers, and at 114 points for 5 markers). At !east am, retroreltective or Internally Illuminated midasrker per gToup shall be used or a rtiroreflective or Internally Illrtlaainated marker shall be installed midway in each gap between s uccess;ivae groups of nonretroreflective mark. When raised pavement marktra substitute for salad lane lint matrkinM the markers shall be equally spaced at no greater than N/4, with retraretleetiiwe or iantsernally Illuminated !Yarns act ,a sgWdng no greater than N12. Guiadanae: Raised paver nerit markers should riot substitute for right edge line markings. Standard: When raised pavement markers substltute ror clotted gates, they shall be.spaced M no greater than 11114, with not less than one raised pavement marker per dotted line. At least ore raised marker every N shall be retrorefleclive or Internally Illuminated. Option. When substituting for wide tines. raised pamnent markets may be placed laterally adjacent to each outer to simulate the width of the line. Section 3B.15 Transsv me Marking► Standard. Transverse martdngs, which Wude shoulder uwrking% word and symbol Imrarking% stop lines, yield litres, crosswalk lines, speed meassrretnent marking% speed hump mark! gs, parking space markings, and others, shall be white unless otherwise specified herein. Guidance: Bemuse of the low approach angle at which paamrent markings arty viewed, tram_MW5. c lines should be proportioned to provide visibility equal to that of longitudinal lines. Standard; ft,m rent marking letters, nume ro* aid symbols AaU be Installed Ito accoMame with the Pavement Markings chapter of the ` ndard Highway 5igrsEs°' book (see Section 1 .11)a Section 38.16 Stow and Yield Lines Standard: If usM, stop Bases shad consist of solid white tines extending across apprmh lame$ to Indicate the point at which the atop is Intended at required tit be maniac. 1f used, yield !dices (see Riigrrrre 3B-14) shall consist of a tow of solid ,white Isosceles triangles painting knvard approaching vehides extending across approach Isnes to indicate the point at which the yield fs Intended or required to be ,none. Guidance; Stop lines should be 3W to 6W ram (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 sR l 17 sagro" traffic convQl signal, or some ocher aTc control device, exempt YIELD signb. The individual uimglms comprising the yield line should have ai base of 300 to 600 imrtn (1214 24 in) aide and a height equal to 1..5 tunes uric baser. nc space between the trifles should be 75 to 30d mm (3 to 12 in). Option, Yield lines may he u.scd to indicate the point behind which vehicles are required to yield in oompliance with aaYIELD (R1-2) sign or aYii•1d Here two Pedestrims (tit 5 or R1-5u;+ 4u. Ptige 311-32 SUL IWO Serf M L4 ob 311.A6 2003 Edition 99-24. Examples of :SYarndard Amcor for Pavement Wings a -Through Lan"an Arrow 29M f9.5II) "=)1P1_ c - Tuna and Thrs;rugh Larna4ls* Arr *w 31M (12-16fla----.-1 e - Wfunp-Wary Arrow Using Raboretteetive Raised Pavement Markers t4.75 a) e • 1- • 6i5 mm (27.0 im M P � � sv �� b - TUm Lana -Use Arrow d - Wrong -Way Armin, 7.2 tea (23 510 - -• t - Laralo-Reduction Arrow %I 1 OVA 2DH ,ram+ Edge of Nwmcm Types sins for normal imitator,: sus nW be tedJOW appaOWMIey ocae-urd for king speed urtlen cnaxfNans; IsTar saes may be rwadod for (raevxVr, abeam wma ge speeds, and odw criteal kcalions. A ranow cicngated arrow design is upharras. For proper proporfim son the nova, erri Maftqs chaplar ct the 'SUn0v0 HoTauy SIgn Wok (sea StroWn 1A.1 t). 20'O3 Edition pass 21M CHAPTER 2- REGULATORY SIGNS Sectim 2B.0II Application of R Isfaory Signs 5tatndrard: Regulatory s Was shalt be used to role,,,, road users of saeketed traffic laws or regulaatiams mil Indimte the applicability of the legod requirements. Rqjulatory sIgm shall be installed at or titer +,Niece the reg"ons apply. The signs shall dearly Indicate the aequi nmepts imposed by the mplaftens and shall be designed and Installed to provide adequate vWbiifty mW legibility lit order to obtain compllaatce. ReguWaary sigma shall be retrvn dleetive or Muminlsted to show the Same shape and similar color by both day mad milglrt, sinless specifically stied othtrrAw in the text discussion of a particular sip or ron p of signs (nee Section 2AM), The requirements for .sign Illumination shall not be considered to be saa"ed by street, highway, or :strobe Itglrting. Swoon 28.02 Design f Realdi sierra suppotr Most regulatory signs one roectangular, with the longer dimension vertical. The shapes and ealor$ of regulatory signs are listed in 71iblcs 2A-3 and 2A4, respectively. Exception.5 arse specifically noted in the following Sections. The use of educational plaques to suppler =t symbol sips 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 c1mety as possible. Section 28.03 ; pfftrb oarar Siaa l Standard: The she% for regulatory sips shaD he as shown in Table 2111-1. Cuidante: The Freeway and Expressway sues should be used for higher --speed applications to provide larger signs for increased visibility and recognition. Option: The Minimum sire may, be usW tan loan -speed roadways where the reduced legend size would be a&quaw for the regulation or where physical conditions Preclude the use of the other sizes. The Ovens -zed sine may be used for tlttaae special applications, where speed, volume, or other fKtosrs result in conditions where incmW emphasis, improved recognition, or increased legibility would be desirable, Signs larger than those shown in Tuba 213-I may be used (sea Section 2A_ 12). Section 215.04 STOE Slgm_[R1_-D St ndard: When a sigh Is used to indicate that traMc is always required to stop, a STOP (RI. -I) sigh (;fee Figure 213-1) shall be assed. The MIR sign shall he an adagon with a whale legend and border on ar red backgmund..Seconadary legends shall not be used an STOP sign faces- Hf ropTiiate, a supplemental plaque (R1-3 or 1t1.4) AM be used to display a wc+rondary leVnd. Such plaques (see lrigum 29-1) shall haft a white leVnd and border on a red badWound. If time number of apprmch lads cordrolled by STOP signs at an intersecdon is three or more, the nanwral on the supplemental plaaque, ff used, saball correspond to the actual mimnber of legs controiled by STOP signs. cne 8 At . airs why all approaches acre It�t b ST[lal' see Seat . 2 . , as supplemental PEu'o y ~ plaque (R1-3 or RI-4) simill be sn mmted below oath SWPOgm Option: 1 ee ALL WAY (RI .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 4K05. SeLL 2BAI to 28A4 2(X)3 Edidem Page 2B-7 (Once the decision has been made to install two-way stop ctontm), the dixinion rd girding the appropriate street to stop should be based on engineering judgment. In most cases, the street carrying the lowest %K4ume of traffic should be staPpe. . A STOP sign should not be installed on this major start unless justified by as traffic engineering swdy. Support The following are t5onsidetatiorlffi r]iat might influence the docisio0 n garvding the apptcnpri:ate scraper upon which to install a ,STOP sign where two streets with retwively equal volumes andfor characteristics intersect: A. Stopping the direction that conflias the most with established pedesbian crossing act" or school walking routes: 6. Stopiling the direction that has obscured visia m, dips, or bumps that aircady require drivers to usrm lower aperatinlg speeds; C. Stopping the direction that has chi- lonpst distatce of uninterrupted flour Wroaching time intersection.; and D. Stopping dw iffirecdon that has the bat sight di rim to Comflicting traffic. The use of the STOP sign at bighway-railmsd gradetrossirigs is described in Simion $8,08. 71e use of flee STOP sign at .highway -light rail transit grade crossings is described in Semion 10C.,04. Section 2$JIS STOP Sign Placemen Standard: The STOP sign shall be installed on than riot side of the approgth to whkh it applies. Wham the STOP sign is installed at this required location and the sign visibility, is restricted, a Stamp iiiesid sign (see Section =29) shall be butaalled in advatrce of the MP sign. The STOIC sign shall be located as close as practical to the Intemection it regulates, white optttmizirng its visibility to the read user it Is intended to rtgulatt-, STOP signs and YIELD fines shall not be nmunted an the saint post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted buck -to -back with a STOP sign in a rn ner 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. Guiidanoe: 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 an an appro=h, 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 tmffc 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 tr.rf w exist on the signed Gh. observance of the stop control may be impmved by &e nnstsallation of an additional STOP sign on the heft side of the road and/or the use of a a line. At channelixed intersections, ahts additional SAP sign may be effectively placed on .a channeli7ing islan _ Support: Figure 2A-2 shows examples of some typical placements of STOP signs. Section 213.07 Multl=.Stp_AgtxY1� f�x� Support: Muftiway stop MOW can be useful as a safety meawrae. at intersections if certain traffic conditions moist. Safety concerns associated with multiway stops inchift pkicstTians, bicyclists, and all mad users expecting other road users to stoop_ Multiway %V con"] is used why flee vtolurne aaf bathe on the intersecting toads is approxia mtely equal. The mstr mo ns on dw use of STOP signs described in Sm icon 211.05 also apply to multiway strap applicafions. sea 2B05W 211'07 May 2M Page 6H-12 Typicil Traffic Control ftdonM 01wad= on S11'oidder Mgun, TTC4.0) DWM Gluidawt 1. 11 ROADWORK dMUD signor MOWER WM AHEAD sign should be placed on the kft skk of fhe nxm4vqyfor ap divi kd or one-►sW street only J f 0w kft shoulder is affected L ftn sparing Yhmdd be 1300% 1500'for 11aWW tdaccm highwap, and out all other nwdways 500*-800' mile tlarpwied Veed !front is greater Haan 45 mph. tend 3S0-5 10' Ma em the pawed speed limit as 45 mph oargntwer. Standard: 3. Channeliiing device spacing shall beat the fellowingt Poste Spad (marpb) flan *Z Ift Transition Spacing 2Q' 401 Tmwdway Spacing 44' 80" 4. The buifer space length shall be as shown in Table 6144 for the posted speed llmit. 5. Cone Taper tAmgth (L): Speed Taper lAngth Lane Wit fa Feet t1411 14 11 12 25 105 115 125 30 150 165 ISO 35 2,0S 225 245 40 270 295 328 45 490 495 640 (Shoulder Taper = f.CL ffnini mr) 50 Sall 550 600 55 550 605 ale 60 6" 66f1 770 bra W 715 , 780 6. A shadow vehicle with either an arrow board operating In the caution made, or at least one high- , . latintsity amber rotating, oxeMatiug, or strobe light shall be panted 50,.100' w ;adv!ance of the first work crew. Qgtkm: 7. For shmt-"rurntioaortanatations of 6.IHltlll all signs and channelizintt t3evic�gc_v ba: e.ud if a velriclrr i1h a,a tivated !idol-inlyjig( fail, oscillating, or strobe lialats s.uscd. 'nor 1 1 fla rr . atsmillemirL clr Vein a viand lip a s may bm used io srma hiirrth-` t $. smremnf m 1)iL ®...�k hrl�cl..., 811L.- >.�914 �- strobG lilthts. Standard: 9. When a side r l tisterseets the highway within the temporary traffic control zone, addidand trafRt 1 e al ws needed. control devlcear A� 1 b pt!are May 2005 Pap 6H-I3 ��. i END '�21�'1'� END ROAD WORK $..x.6 ROAD WORK'' .. R•- L1UirnHa4TEP fL&SIMG rWR (t;auTrura UWE) TYPE 8 OR C tu tg L1 ,n. - GONE$- SEE 1401E 3 Z F Ce 1 W Vi RIGHT RIGHT SHOULDER SHOULDER CLOSED a& CLOSED VW-28 AHEAD AHEAD 48" x 48" SEE NOT[: r ROAD ROAD WORK WORK AHEAD AHEAD W21-4 3°tatl rl7► Opera6va on Shoulder ( re TT .0:) may 2Q0 ► Page 61;. t CHAPTER 6F. TEMPORARY TRAFFIC CONTROL ZONE DEVICES Sectim 6F 01 Suppod; Whenever dw acronym "TPC" is used in this Chapter, R refers to "temporary traffic control". Standard: The !teats and cmttrol of all road user, (inotorlatr, bicyclists, and pedestrians within the highway, including peraarss with dlsaWiltles In .srowrdance with the ArnMeaarts with iDitsabilitles Act of 1990 (Al1A), 11tk 114 Paragraph 35.130) through a TTC zone stball be an esseaatial part of hlghwaay con"Metfon, utillty wont, maintenanccc operaadonsr, and the waanaagment of traffic incldcirtia. Guidawc The design and opplicuation of 77C devices rased in 7TC soaves shaidd confider the needs of all road users (mwar vts, bleyelists. and pedestriam) inc►uft thine with &saubflities. Hide special needy and control of owroricyrftu.sJrcnaiiritalm he coniideaedChrmo to TWmime. 5urt; Fti1WA policy regsdrm that all roadside appurimumes such as traffic barriers, barrier terminals and c msb cushions, bridge railings, sign and light poim supports, and work zone hardware used on the National His Wray System meet the crashwo thy performance criteria contained in the Naatimal Cooperative Highway Research Program (ir1CHPP) Repwt 3500 "Recommended Procedures for the Safety Performance Evaluation of highway !Features". The I±HWA w6site at "http:-)/safety.fbwa.dot.govtpmgrarnslr>oadside_hasdware.ble identifies all such hardware and includes copies of FHWA acceptance letters for each of them. In the tease of proprietary immix, links arc pmvided to manufacturers" websites as a source of detailed information on specific devices. The we dge alFM contains an "Ask tine Experts'" section where clurstious on roadside design issues can be d. A Listing,nf V M- approved devices for use on state maintained roadways is also available on VDOT`s web site at Vitlon aD.OT 1rg, Business Center, Location and Vesign Division. CrashworWitm and emb testis,, information on devices described in Part 6 are found in AASHTO's "Roacbaidr, Design Guide' (sac Section IA. i 1 of the 1' UTCD). As stated in 17efinhion 5 in Section 6A.02 of this manual, "crashworthy" is a characteristic of it roadside appurt+'+rAAr^-r- that bens been successfully crash tested in nocordanae with a inationaal standard such as the Nmioial Cool native Highway .Research Program Report 350, "'Recommended Procedures for the Safely Performaarice Evaluation of Highway Features." Standard: Traffic control devices shalt be defined as sill signs, slgnaalst. marklum and other devices Hared to regulate, warn, or guide road usersa placed on, ever, or adjacent to a sh'+eet. highway, pedestrian fadlity, or Wkgway by authority ffiority of a public body or ofdid .having jurisdiction. - ,V traffic contrtA devices used on street aatd highway eonstrnttion, maintenance, utility, or Incident management operations shall conform to the appiticsbk provisions of this Manual. Section 6F-02 agpjW Ch�sicte.rit% of ana Support: TTIC zone signs convey both gcocral and Tecific messages by ,,deans of wards or symbols and have the same three categories as all road susclr si$ns: re$ulatauy, wwui% and ,guide. Standard, The colors for regulatory signs shall follow the Standards for regulatory signs in Table 2A-4 and l d and border on an W TT mosn�es shall have ar 6lractc n C Chapter 2,B of ills MfJTGIy, a►TnI sl s 1►t Warning signs background, except for sheNtliway-Rall Graft Crossing Advance Warning (W0-1) sign which slain have as bluk lqpud and border on a yellswbackground, and exo*t for signs thssat are paermttted to Farts t or 7 to tavNuore4Gent D reen biackgrounds. Colors for guide signs shall feller, the Stanadaards is Table 2A4 and Cbapter 213 of the MUTCD, except for guide signs as noted its Section 6F,S0. 6f-2 May 2005 Standard: Rove sheeting used on orange consfruclien and malataetainde activity signs shall be ttuQraescent priismatie hm type taovSorming to Swilas 247 of the 'ilirglnla Read and Bridge SpeciileatlowL Support: The fluorescent versions of arrange provide higiuer conspicuity than standard orange, espccially during twilight, Wguing -an idc si ti f-or a ve s Nuk laxtcnd and border on a fluoreweet oink laacica wl Existing WUaiAXshins tbatatae still avalicablerrnsv remain in!elate. av inw mn for d b�vcle. gad the vetlow or fluorescent yellow -green backlc and for p ++� .tic IG s a>chaool wallpl 1l may bg Used In 32C zone Stan and earanex j 10, tiag 14�n& lights try be uaei in aaniumdon with signs. Standard-, When standard orange flap or flashing warning lights are used in conjunction vritb 14m, they $bait sot Nock the .sign face. Signs unw fur MAWWC warning shourd 6e 48 irnch by 48 imb, oarless prn► wted by right -of avwy retwiriiow or approved by .I'hs Dis&kl iMMT.rxrj k .Ear gineer- The dligM of signs skwn in the 11t1 Inical traffi our col i'trla sa ja 1 §� may be increased FE V�. +M1TlF yule ver ecessaxv g= i�gibiIft or RMb&Sis<sueh.as_trn_ftCevr VS Wd 0AWnW! J. Standard: Deviadow frier sftn&rd shoes as prescribed htaetn shelf be bi 6 Inch taecrementx. support:_ Sign de gn details = contained in the 'Standard Highway Signs" hook (see Section lA.l l of ft [>r+lll'TCD). Standard: Al sips seed during day and night shall be retnreflertive with s material that bas a smooth, Beale outer surface. Non retre-reflective sign, such as W"h signs, shall not be allowed due to fading, sunlight sshintog through, and improper use during hours of dark nes& idiom: q Signs may be mode of riWdar flexible nrralt+e&_L {.reaidr er: ,tdvarmv warning stm used Awing ni'g$1u droners should be revie*yd on a penvdic Nails during the shift to emww awarisnrrdeo ndenwoon ha not obi w)ed the rae&o-rel4e Nity or visibility of Me sign r'ext'. Standards Peet -mounted ftm shall be made of r%W material Sip substrates for Ogns mouatrd on plastic drums,, Type M baarrkade% and portable sign stands shall be eltberr a flexible retrorefteedve roll -up material, or a 4A larch thick corrugated polypropylene or polyethylene plank material, or a OAM takii thick aWmis un/plastic laminate material, and shall be the same material that wits used when the ate& a was tested and found a plf aance with NCHttp 3N, Test Level 3 r"sisements. Section big :03 �,atdasnce: SWns should be located on the right shin o,,f`the roadwwv unless otherwise s{ wiflad in tabu Jbdiramrai, -� \�G1N►q �(-Pynoo Joz trQ0 Wd SOWWWO00 U,V)Zc�-z (�~0wowLd�LLO0 � _ vi U f+ C) Q 0) ._ Q) r` v Q ® C I N U N _0 0 0 Q Op N O 4 otf a) > o -J to ro c O O C c) 1- U. U) vi - O L >1 L � _ C sr vi ® a� CL w Y Z Z j cn Z 0 00 St Q ad W �/ Z E ® L� U M U w O w ® Z N ® 0) O (n O F_ az y�j f-- (n Q Mi O Z 0 �I- w� J 00 LLJ W U z F � E � V) 0 ¢ U) (f) w � �C U N 0 0 O® z C w O Q t) t.i U O r O Z Y Z io Ld� 0 0 = U JNo li 9- - - -T - IS-1 q .. r. o:. i Shape to elevation of mid -paint of largest pipe I I � j ( I r I •. ; _�,�, Shape to comov \\\ j _� I of 0". �,vtXxl nT ,� • f � = �j �� stop• to ciroln to Invert of r' .- . r/ / ►'.-.. ,` >S • �` /y1� A outlet ptpe SECTION A -A METHOD OF TREATMENT IN DROP INLETS Transition between pMpe dia"tws \ -14 Ortlertrx sags of Pipe ore encountered. e NOTES tmanhole and inlet inverts in accordance with this drawing s; to apply to those structures is to ap apply \ �'$ �1 \ Slope to dran to invert .� Of outlet pipe. specified on plans or where invert of pipe is above invert of structure. a // - MON+aIe or drop iNe1 n a 1y formed and COMirUCMd m OCYArdanae .- . H whin oppticabie $f rldord or special dru" The invert ygping as detaeed / hereon is to torrid of o Portland Cement Concrete ma conforming to / Cass A 3 or CfassCl,except that 25y of coarse aggregate may be up /0 4" in Gameter and consist of sane, broken back, txokem concrete, I 1 • B .- r r a broken concrete block The surface shall be left smooth by moons of Laird troWalfing. Nary of the caorsa aggregate shall remain exposed. ' I p I {fr.'^ b r'•: r e e 1� N .,:; �{, ,-, (� ..T• D0104 of iftwf shop" as shc.m hereon are for example purposes only. •. • ..'e�. .. Each manhale ar drop inlet is to be shaped M(lividuolty to best lit the �' •---•--- i e - paticuar irdel and outlet configuration and flow lines. PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE 81 INLET INVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATION 10608 A NOTES 01-7.7A7B B 1, DEPTH'OF INLET (H)TO BE SHOWN ON PLANS. B B 2, THE SAND P IFIED ON SHOWN ON THE PLANS WIL STANDARDS - - c al -C---_. L BE PIPE TOMEASURED D FROM Tl)PT E INVERTHE T OF THE OUTFALL-•-•i•-•-•- - PLAN 'Tf DIMENSIONS ARE APPROXIMATE ONLY ------ i ------ FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMIEO BY THE CONTRACTOR FROM FIELD CONDITIONS. io MAXIMW DEPTH (H) TO BE 12'-8. PLAN PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS [COVER REMOVED) A-4•-4" (t2" - 36" PPE) (COVER REMOVED) TO BE SHAPED IN ACCORDANCE WITH STANDARD IS-1 THE COST OF FURNISHING AND PLACING ALL 0-3 -(r (12" 36" PPE) MATERIALS MATERIALS MCNDENTAL TO THE SHAPING IS TO BE A•4'-ID' (42" PIPE) GROUT IN THE BD PRICEN FOR THE STRUCTURE. 8-3'-6" (42" PPE) CONCRETE COVER (FOR DETAILS SEE 4. IN THE EVENT THE INVERT OF THE OUTFALL - CONCRETE COVER SHEET 2 OF 3) PPE HS HIGHER THAN THE BOTTOM OF THE (FOR DETAILS SEE AGGREGATE. STRUCTURE THE INVERT OF THE STRUCTURE �-^ SHEET 2 OF 3) SEE NOTE7. SHALL SHALL- 8E StF(Ai0 WITH CEMENT MORTAR TO +- AGGtEGATE.SEE NOTE7 PREVENT STRONG OR POIDNG OF WATER in i N THE STRUCTURE. THE COST OF FURNISHING c� WEEP HOLE. M•' i WEEP HOLE. AD PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE 8. 1 SEE NOTE S. THE SHAPING IS TO BE INCLUDED *4 THE BD > j PRICE FOR THE STRUCTURE. 5' LIFT HOLES i 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0` STEPS. SEE NOTE 5. > OR «EATER. FOR DETAILS SEE STANDARD ST-7. x i I 6. REINFORCED CONCRETE FOOTING MAY BE t� I PRECAST OR CAST-N•PLACE. TWO LFTNG I I X I D X HOOKS OF FABRICATORS DESIGN TO DE PROVIDED *1 PRECAST FOOTING 7. 4' DEPTH AGGREGATE 168,178.OR 18 X 6" WIDTH. 8. 3•' DIAMETER WEEP HOLE WITH 12-X12' PLASTIC SEE NOTE 4. -HARDWARE CLOTH 1/4' MESH OR GALVANZED SECTION A -A SECTION B-B STEEL tM11TE.NHIIMtIN WILE DIAMETER 0.03". CAST IN PLACE FIRMLY TO THE OUTSIDE OOF�THE STR'NVHOREID RUCTTURE. FOR USE WITH 12- To 42" PIPESPRECAST 9. THE TYPE OF MET OIRECAST OR CAST IN PLACE). NOTES (CONY ) DETAILED HEREON TO BE CONSTRUCTED WALL BE RECOMMENDED MINIMUM HEIGHT CHART POPE SIZE H DIMENSION CONIC. CORK. METAL 12" 21-6" 2'-S" 15" 2'-91/4' 2'-15" Is. 3'-0'/{ T-Tr 2r 3'-3;i' 3' 2" 24- 3'-7' 3'-5` 27' 3'-10'/4" 31-8" 30- 4'-t/i 3•-Tr 33- 4'-4j'4- 38" 4'-8- 1 4'-5" 9[Lst 7= 241 503 M PAVED DITCHES ARE TO BE TRASITIONEO TO MEET INLET GUTTER AS SHOWN N STANDARD PG-2A. 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH (H) # 0.362 CD. YDS. (t2" - 36" PIPE) = 0.410 CU. YDS. (42" PIPE) SHEET 1 OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION 104.22 DI-7.7A.76 DETAILS OF CONCRETE COVFIj AND GRATE �B DETAILS O T7 5•-4" - 2" OLNAETER BM • Tom LBS✓FT. �,CL TFg AND NOTE OR NO. 14 BILLET STEEL BAR • 745 METHOD OF PLACEMENT r- LBS✓FT., 1ASTM MIS. GRADE 60. I. GRATE A IS 10 BE UTiLIZED IN NTT -• ATE A LOCATIONS NOT NORMALLY &LV1,1- 4 L2"XY')( s GTO► E TORAR L2%i )(2Yi"XIA" ' DETAIL A GRAi£ TYPE B (FROM (0pE IDBAftS is PLAN- VIEW SEE DETAIL N s 31 1 SECTION A -A SECTION B-B ca4rr i, APPROXIMATE QUAITRES CONCRETE RE CLASS A> S7 L 0.423 C. Y 3 LOS. BAR SPACING CHART GRATE TYPE MA)MANDIMENSION A B 3" >t r r SUBJECT TO TRAFFIC. NOTES 2. CRATE B IS TO 8E UTIREO IN LDCATXWS NORMALLY 1- 01-7 NO CUTTERS. 01.7A NO CUTTER IN ONE DOMCTON, SUBJECT TO TRAWFfIC. CI-70 CUTTER IN BOTH DIRECTIONS, 3. FOR DETAILS OF LOAD CARRTNC 2' JOINTS BETWEEN CUTTERSme CONCRETE COVER ARE TO BE DOWELED WITH e4 CRATE (CRATE 81, SEE 1-0.7. SHEET W3.OB. X 6• SMOOTH ADDS I W'ROx. t2 C-C f0 PREVENT SETTL - 1 RENT. N L J OF DOWEU.S A 2" X 4^ NOTCH AY 4. CONCRETE COVER AND CRATE ARE i0 BE Il1RHf51tE0 AS A PROYOE ' SEE STANDARD T-0I-3.4 ALTERNATE DESIGN. SINGLE UNIT. OUTSIDE 3. OMENSIOHS Of RA{E TO VARIABLE 2rtOR FLATTER. BE T-4" x 2'-1 [CRATE A) OR J'•4" X Y t �' [CRATE B). 4, DITCH CRIpE M(1$T BE ADJUSTED TO MEET DFFEREHCC 5. ALTERNATE METHODS OF N ELEVATION. SEE LONGITUDINAL SEC LOLL ACCEPTING ANGLE IRON WILL BE ACCEPTABLE IF APPROVED BY THE 5- DEPTH 101 BECOMES LESS THEN 4'. LENGTH ENpNEER. OF WTVNGSHE ARE TG BE EXTENDED AS (>1RECTEO 6. GRATE AND COLLAR AM TO tHE GALVANIZED. OL CURTAIN WALL TO BE LOCATED AT THE END OF THE PAVED DITCH SECT04 OF THE 011-7A A 7. CONCRETE COVER MAY BE �79 T ARE NOT ABUTTED SY OTHER PRECAST OR CAST IN PLACE. S. CONCRETE TO BE CLASS A3 F CAST I. F NORMAL DITCH GRADE 1S TOO FLAT TO ALLOW IN PLACE. 4000 PSI F PRECAST. FOR Ap,1 IED GRADE TO N CT A SPECIAL OUTTER OEi1Jl Mlllt BE REOUIRE<O PLANS, 1. ORATE VARS TO 6E PARALLEL TO ON DITCH FLOW. r '-4- q NLEI �O CH CH f3 SECTION A -A SEE NOTE SEE NOTE 3 SOT NOTE 4 SEE NOTE 3 BOTH SLOPES FLAT ONE STEE SLOPE Iw•A J 1t ONE INTERWaArE.SLOPE INL4 DITCHE INLET r o. w Of CHH(E1 Er NOTE 6 CUTTER 77 DJt IAA 6' INLET El TYPICAL ELEVATION SEE NOTE 3 SEE NOTE SEE NOTE 4 SEE NOTE S ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXIMATE QUANTITY FOR ONE CURTAIN WALL, MEASURED FROM BOTTOM OF GUTTER CONCRETC CLASS A3 0.241CU, YDS. AT THE OPTION OF THE CONTRACTOR. 15. p-7-------- NO GUTTER 10, FOR DETAILS OF CONCRETE COVER,COLLAR AND a-7A ------- SINGLE GUTTER WHEN DROP INLET (RATE AHD THE METHOD OF PLACING APPROACH IS ON A GRADE. GUTTER SEE SHEET 2 OF J. DI- 78------ DOUBLE GUTTER WHEN DROP INLET IT. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 IS N A SAG BETWEEN TWO GRADES. (3000 PSn, PRECAST CONCRETE IS TO BE 40DO PSL • F T T 7 T YM 16. OR DETAILS OF PRECAST a NO SHOWN HEREON tt, CONCRETE OUARTITES SHOWN ARE FOR INDICATED PRECAST UNIT ASSEMBLY (XAGRMI, PACE g3.Ot, DEPTH (H) WITHOUT PIPES. THE AMOUNT FOR PRECAST GENERA. NOTES, PACE 103.02 AND FOR DISPLACED BY PIPES MUST BE DEDUCTED TO APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, OBTAIN TRUE gUANTITES. FOR INLETS OF PACES g3.07 TFNRU g3.t2• DIFFERENT DEPTHS ADO OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH, PIPE tr t5" W' 24" 30" 36" 42' ANIMA 14 DEPTH 2.-0.. -3s/i" 2'-61/t" 3'•r 3'-T/t" 4'-2" 4'-8/i CONCRETE .94711.0451 11143 1.339 1. S35 1 1,731 1.927 BACK UP BERM AS OIREED BBY THE CHOKER 1Dl-?A ONLYM, OR FLATTER LONGTUOft/k SECTION (WHEN INLET iS LOCATED ABOVE NORMAL DITCH GRADE) SEE H07E B. STANDARD MEDIAN DROP INLET REV.7,06 12" TO 42" PIPE 104,2J VIRG"" DEPARTMENT OF TRANSPORTATION APPROXIMATE OVARTITES CONCRETE 01.7 Of•7A a.79 CLASS A3 (CU- YOSA NONE 1.211 2.146 SHEET 2 OF 3 SPECFMCATQY ItEFEREHKE 741 503 D') 112 SECTION CAST IRON --t-'/z SECTION STEEL NOTES 2-7' L 2t/2" x r/2' x IIr" 1, DEPTH OF INLET (H) TO BE SHOWN ON PLANS. Lu s to to I 10'-4" bhp FOR DEPTH GREATER THAN HI' USE STANDARD C.21 ith collar T'3/z' 01-IA rn B B 2. THE "H' DIMENSION SHOWN ON THE STANDARDS a'3/438.3C EXPANSION KEYED FOR DETAILS OF 6NlET JOINT COAST, ExPANe t 1DNT 3" SE�TE AV COVERBACK OF SIDEWALK Y FONT S BARS 4" AR �p{sRp 1CUfTERo T R A ---- A ~ Options i" Brace Ribs STOVESSE 4 t2" , 9'/2" , PREVENT StMpNGt P01DNG OF WATER 0 tl -'TI N THE STRUCTURE. TIf cosy of FURHesHNc A,r, �"� "� pLAll SECTION A -A AND PLACING ALL MATERIALS INCIDENTAL TO t'---'•---.•I _ PLAN INLET SHAPING IS TO BE INCLUDED N THE (30 Off• (Grate Removed) PED C PRICE FOR THE STRUCTURE. f""'A L-VAR)ABLE - MAX. 20' - KEYED COAST. GUTTER r ' SECTION B"B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0" 1 OR GREATER. FOR DETAILS SEE STAIOARO ST-t. r ,B 6' Iiii- B 3 x� A APPROPAS a H {yMENSIt3N5 FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST•N-PLACE. 1 f CAST IRON ONLY 7, Its 4 X 8" SMOOTH DOWELS AT APPROXIMATELY 12' C C TO BE PLACED INALL AREAS ADJACENT ' D TO ABUTTING CONCRETE TO PREVENT ` -_----_- 4'-2" SETTLEMENT. N LIEU OF DOWELS A 2"X4- Hardware Cloth 2'- 6- NOTCH MAY BE PROVIDED. SEE STANDARD E 2'-T' 'BARS F ARSE Ls B3" Diameter y_3-_ t•p-3,4 FOR ALTERNAtE DESIty(. OARS E veep hale , ON' 01AETER BARS B Sae Note 9 B. 3" piMETER WEEP HOLE WITH 12"x12" PLASTIC WEEP HOLE FRONT ELEVATION 1' 6}HARDWARE CLOTH' MESH OR GALVANIZED I BARS F/H »STEEL WIRE,MNIMUM WIRE DIAMETER 0.03"DDDDDDDDDDDDDD = -- [CUTTER REYOVE01 }/ 3'-0" i4D ' D Coftn --4" depth /Iggr, FIRMLY 4 MESH HARDWARE CLOTH STRUCTURE. 06e.078 or C C FIRMLY TO THE (7l)TSNOE THE STRUCTURE. = s IBx 6" .:dth DDDDDDDDDDDDDD-. ��.__�__ 5X'/." BENT PtATE SECTION 8-B E ,0 9. CAS[ N PLACE CONCRETE IS r0 SL CLASS A3 8" 8" •. • • = fN: inn 12"-15"•t8" a, 24" ( N 4300000 ). PRECAST CONCRETE IS TO BE t" �i^ �^' ^ O• !1- DDDDDDDDDDDDDD IO. ANY ALTERNATE METHODS OF ANCHORAGE TYPE A NOSE DETAIL SHALL BE USED WITH CG-3 I CG-7 STANDARDS. •� •. R GACVL2'V/4" MEETING THE APPROVAL OF THE ENGINEER ' °' + ° a DDDDDDDDDDDDDD NARON Y BE SUBSTITUTED FOR THE CAST TYPE B NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A • TYPE 8 2' X 4- STUD SHEAR CONNECTOR WELDED LUGS AS SHOWN HEREON. GALVANIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 68.30' i0 ANGLEiRON AT 7 C C. �I CONNECTORS AND IS TO BE ANCHORED WITH Y2- X 4" STUD SEAR NOSE DETAILS SECTION A -A D I{ WELDED TO BENT PLATE AT 2 c c. _"j 4 t+• APPR.PAVEMENT WARPED PAVEMENT CONCRETE QUANTITIES FOR MIN. DEPTH ).�_ t/." D►3A '� a L D1-3c L 12" concrete pipe 1.440 Cu. Yda. Concrete SECTION C-C SECTION D-D ` t5" Cancrete Pipe - 1.528 Cu. Yda. Concrete _� �_------__�I�--- 18" Concrete pipe - 1,620 Cu. Yds. Concrete - 24" concrete pipe 1.817 Cu. Yds. Concrete OW FLOW bi I .ELSiLIGRATE DETAIL = j 1 j .f�- tAdd 0,469 Cu. Yds, per odditio"foot of depth. APPROXIMATE WEIGHT IICast Iran 0J J DETAIL WHEN USED Grote 363 ± 18 ins FOR USE ON GRADES ADJACENT TO CURB STANDARD DROP INLET �GFCAT1ON FOR USE IN SAGS WITHOUT GUTTER BOTTHH BE SYMMETRICAL 72 CN 1211 - 24" PIPE: MAXIMUM DEPTH (H) = 10' 233 STANDARD CURB DROP INLET VIRGINIA DEPARTMENT OF TRANSPORTATION 302 12 " - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 t04,Ot VIRGINIA DEPARTMENT OF TRANSPORTATION 302 g4.09 MTQFRTART P QT]T7T:T A Q < AD SPECIFIED ON THE PLANS WILL BE 4 d MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. One •aided f? SUBBASE PLAN elf DIMENSIONS ARE APPROXIMATE ONLY t1 C BARS B Z Y BlIR ------_ HARDWIRE Ore FOR ESTIMATING PURPOSES AND THE ACTUAL _ - A1RS F I t ' r a - CLOTH DIMENSIONS SHALL BE DETERMINED BY THE I H ARS F CONTRACTOR FROM FIELD CONDITIONS- - r •`� ' s� W + EP�"OELE.. w Weld aft 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors TO BE SHAPED N ACCORDMNCE WITH STANDARD _ �•'---�• ; riy - r to Collor IS-t, THE COST OF FURNISHING AND PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BID PRICE FOR THE STRUCTURE. /?• x 1'/i• x 4•• '/)-• x 4" 4, N THE EVENT THE INVERT OF THE OUTFALL 9'/2" 2'-7" �/2' Lugs-' PRE IS HIGHER THIN THE BOTTOM OF THE Stud Shea STRlKilE TFE INVERT OF THE STRUCTIAYE connectors SHALL BE yIHIAPE0 WITH CEMENT MORTAR TO CAST GALV. IRON STEEL 68 ± I43.6 the. Including inouWlq lugs onnaclars PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP a' FILL TOP OF FILL GROUND LIME H TOP OF FILL - GROUND LINE H GROUND LINE H �rr/` �r/r r///r //// r rrrrr •- //rr ) rr/ rrr D,�. rr ri EARTH Mir f /r ROCK OR p.12" r/ rr tNYEIDNG r p.rl- rr i EARTH d d - d O/2 4- D/2 D/2 31 b MATERIAL um. Vq 0 I I BOOING (1M 0 NMI. 1/1 �D1-MATERLAL MIN. 1/10 0 I L X h�-D-►1 X MATERIAL I PER X �.�J X M�-D X 24,. FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION H ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MIL 1.5 x D MIN. tS x 0 -J MN. 1,5 x D MILL 1.5 x 0 1 .- MAIN. 1.5 x D _ .!.a 1N. 1.5 x D TOP OF r T TOP OF FILL FILL )- TOP DOFF FLT'L� JH H H /r/ir /rrrrrr ri �,/ riir rrrrr ririri - /ice � ri rrrrrr rrrrrr = rriiii rrrrr rrri rrrrrr //rrrrrrirrir /irirrrriirrrr - - - rir/rrrrrrrrr riii/iir//rir -- - - f ��fr p.)2- - / ///rrr r r rr Mir Mir rrrii - r /r r rr r//r/ rriririrrrr rrrrrrrrrr D•t2" /r///rrr/ rrrrrr/// d iirirr / r�� �r L 0 t2- _ d rr rrrrrr LIRA rirrirri d rrrriirrr =0�(p 0/2/ /r✓rr = 11 rrrrr _ D/2= EARTHROCK 4 _ OR / I ) i/q X Fr•-0 �-1 X YATERW. MN, v10 0 UNYIELDINGMAIN. SOIL �+f• ANN.� W. 1/10 0 X D X .14'{ PER BEDDING MATERIAL MATERIAL EARTH NORMAL EARTH FOUNDATION ITMIN.8"N ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX. 24" OTHERWISE UNSUITABLE MATERIAL BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECFICATKXNS. FOR PLASTIC PIPE. THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS Z BACKFILL MATERIAL N ACCORDANCE EXTENDED TO 12' ABOVE THE TOP OF THE PIPE. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR GENERAL NOTES ON PPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS LAR BACKFILL MATERIAL. N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. ©RECU WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. ® EMBAM(MENT SHEET 1OF 4 VIECIFICATICK INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV.7/05 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107.01 �_ �isewwwtletlrrserreslrrrrrrrreerrrrrrrrrrrrrrrrxerrs ,zr�•,•aaunaaarete�aaaat+... ��„ �.�r ___._..._..______......_.._.-.._.�-....._._ . ail TABLE OF QUANTITIES a 3A38,3c TYPE L AREA of SLOT REINFORCING STEEL Concrete BARS A BARS S BARS C BARS D BARS E alas F 8AR5 G WEIGHT ft• Ft. Gs. Yds. No, iJn. Ft. !H No. ILL+. Ft. W No. Lin- Ft, tit No. Lin. FUNNo. Lis. Ft - No. Lin. Ft.* No- Lin- ft_!I lbs. DI 3A 2' 6" LTS 2. t 5' T' 3 3'-2" - 6 f- 22 4' 1. 5 1•-6" '-7- - '- • 3 3'-2" 4 r-6" 3 r-6" 4 - 4 V 2.75 .02 5 31-6" 6 • » 3- 3 3'-2" 4 3• - 3 r-6" 4 - 1 6' 3.67 .46 5 V-6" 10 • -7" " 3 5' 7 3 7" 4 3 r-6" a r- 68 01-38 wr 1 4. 3.W 5 7-6" 14 W-7" to 6,-tir 3 51-71 3 3'-2- 4 T " 3 r-6- 4 r- 12' S-50 4.34 5 9'-6" 18 8.7" to 6' 3 5'-7" 3 3•-2" 4 8'-6" 3 r-6' 4 r- 251 14- 1 6.42 4 5 IT-6- 22 •-7` 3 3'-2" 4 T" 3 I r-6" 4 % 731 S-22 5 IN -a" 26 3 5'-7" 3 1 3'-2" 4 1-6- 3 T '• 4 r- >:! 8.25 5.116 3 W '• • 3 5'-7" 3 3--2" a " 3 T" 4 r 1 20' t7 6.09 5 1T-6" 34 '-7 3 '-7" 3 3' 2" • iT- 3 r 6" 4 T- 4 6' S Ol 10 r-9'• 4 6'-7- to W-10' '-7- 3 3'-2" 8 r-9" a 11-V 2 III 8' 3.67 3.45 to z-B" B 7" q- 7" 3 3'-2" A 6 r-6" 2 10' 4,58 389 $0 N-91" t2 6'-7" to 6'•HO^ 5 6'-7" 3 3 2" B 3-9' 6 T 6- 2 - 4. q 4'-9" 16 '-7' 7" 3 3'-2" 8 4'- 6 7-6" Or•3C 14' 4 4 l0 5' 9" 20 6' T" to ' 10' 3 3'-2" 5' " 6 7-6- 2 r- %' 7. TO 6'•9" 4 7» 3 3'-2" 6 '-9" 6 r 6" 2 34 1B 8.25 5.65 10 7.9 28 6' " to 6' TO" 5 5'-7" 3 3'-2" 8 T 9" 6 T 6" 2 T 392 1 q 8•-0" 32 7" 3 3'-2' 6 f 2 Y• 4 DROP NOTES 1. DEPTH OF INLET (HI, TO BE SHOWN ON PLANS. 7. TY' 2 4 X 8' SMOOTH DOWELS AT APPROXIMATELY 1S. THIS AREA MAY BE EARTHEN, IN WHICH( CASE C-C TO BE PLACED IN /ILL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE •kr OWN" SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB *0 CUTTER. AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MHEAANREO FROM THE AVERT OF THE OUTFACE 16. CONCRETE OUANT)rES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. 8. 3" DIAMETER WEEP HOLE TO BE LOCATED TO tH) OF S' 2" WITHOUT PIPES. THE AMOUNT PLAN -w DIMENSIONS ARE APPROXWATE ONLY ORAN MATERIAL. WEEP HOLE WITH OtSPLACEO BY PIPES MUST BE DEDUCTED TO FOR ESTMATNC PURPOSES AND THE ACTUAL 12"X12 PLASTIC HARDWARE CLOTH '/4' ME'S" OBTAIN TRUC OUAHTHTIES. FOR sW.[T3 OF )WNSK)NS SHALL BE DETERMINIEO BY THE OR GALYANIM STEEL WIRE MLIHIruM WIRE DIFFERENT DEPTHS 000 OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMEER 4 WSIH HARDWARE CLOC YARDS OF COHfW1lETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OEPTH _ 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO BE SHAPED N ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE FM AS SHOWN ON SHEET 7 LFI IS•t. THE COST OF FlRN5H1NIG AND PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. Of 2 IS TO BE L+16- AT 4.10 lLRS./FT,. MATERIALS INCIDENTAL TO THE :SHAPING IS TO BE COVER OF 2'. INCLUDED N THE BD MCC F40 R THE STRUCTURE. IS. tY DENOTES LENGTH OF ONE (O BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVER THE INVERT OF THE OUTrALL ALL OPENNOS BY 2". 19, ALL REWORCNG BARS TO BE05• 4. PPE IS HIGHER THAW THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE H. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN INLET IS USED N 4•-(r MEDIAN, BACK OF IS i0 BE SHAPED TO CONFORM TO SHALL SIHtAPED WITH CEMENT MORTAR TO (3000 PSI). PRECAST CONCRETE 15 TO BE INLET PREVENT STROM OR PON)ING Of WATER 4000 PSL PROPOSED CURB. N THE STRUCTURE. THE COST i0F FLO SHING AND PLACING ALL MATERIALS NC)DENTAL TO 12. LENGTH OF SLOT (L) WiLL, N EVERY CASE. BE THE SHAPING IS TO BE INCLUDED IN THE BID SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13, F INLET IS CONSTRUCTED N MEDIAN CURB OR S. STEPS ARE TO 13E PROVIDED WHEN H IS 4••0" w1TH INTEGRAL CURB, GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-t. OMITTED (SEE DETAIL). 8. THIS REM MAY BE PRECAST OR CAST-N-PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS N ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING CN-MB, Sh" It 2 of 2 INLET 1tiFFAOKt STANDARD CURB 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB•1 T-a-1 GENERAL TOP ALTERNATE STANDARD N-1 FRAME TE TOP T, METHOD A PIPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE APPLICABLE HEr.HT OF COVER RANGE NOTED N THE STANDARD PC -I TABLES UNLESS OTHERWISE NOTED ON THE PLANS. --^ 11 BARS 04' C-C T-T-T 2. H • )EIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FSNSHED GRADE. 11' TT1 + -7,-+4-1 3. b EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. ; i- - - - - - - -'' CIRCULAR PIPE i O DDH I I i D DO DU i t 1. D •OUTSIDE DIAMETER OF PIPE. 4'-10 I I I I I I I ( 1 I 1 I 2 d - INSIDE DIAMETER OF PIPE e4 DIAGONAL BAR 1 1 I I I RECOMMENDED MINIMUM HEIGHT CHART PPE SIZE H DIMENSION CONCRETE CORK. METAL 12" 2'-6" 2'-5" 145" 2' 4" 2•-6' te" 3' - T-Ir 2r' 3'-3." 3'-2- 24" 31-7- 3'-S" CURB DROP INLET THROAT SECTION • tS F�.z YOV Z,'6" e 4 BARS 03 M RA LOCATION OF HOLE TO VARY ACCORDW TO TYPE OF INLET CONSTRUCTED.- ALTER TE MINT.DE FACE BLOCK SEE SHEET 2 OF 2 FOR ALTERNATE DETAIL. RIB BARS a5 ON 6" CENTERS. WERTAn1Y .4HRFT A iAR NOTES- i- SEE CENRERAL NOTES - PRECAST fOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIUHIWIM COMPRESSIVE STRENGTH. 3. REINFORew STEEL N ACCORDANCE WITH ASTM A-615 FOR REINFORCING BARS. 4. RENFORCNG N ACCORDANCE WITH ASTM A-*S FOR WELDED WIRE LESH. S DIMENSIONS StOWN ARE MNAIL4. ACTUAL DIMENSIONS MAY VARY UTH MANUFACTURER. 6. THIS UNIT MAY BE USED 'A'ITH ALL STANDARD 01.3 L DI-4 CtRB DROP INLETS. 7_ EACH FACE BLOCK SHALL HAVE 2 OR MORE LOOPS tea BARS) CAST IN FACE AS SHOWN. THFST: LOOPS MAY BE USED FOR LIFT AND FOR TIEING IN. THE POURED N PLACE GUTTER !;ECTtM. FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSMFIDE SEALER. B. STANDARD STA STEPS NOT REOUMEEO N THIS TOP UNIT. ITML2E 2 NOSE DETAIL, OF •ram• � - a- 21/ " 2' 10" ALL RIBO BARS N SMOOTH W-20 ? 74/2" BARS ON 4" CENTERS, • 4. *_4 BARS 7+ _ s P4,tY"b•.._ rW-20 1 45• '14W•71 I r-o•' Ulm) W T 4,1116. W W-20 2% 31/z' 11 W-20 Tan LOCATION OF HOLE TO W-20 w-2 r DEEP NOTCH VARY ACCORDING TO TYPE FOR IWTERLOCK of INLET CONSTFAXTED. it MT IOF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT. STANDARD PRECAST TOP UNITS IEV. 3/03 g3AS VV"A DEPARTMENT OF TRANSPORTATION AND COVER ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE 1 OF 1 C CURB LIE r RAMS ` DETAIL A RECOMMENDED MINIMUM HEIGHT CHART V w m �yJ � PPE SIZE H DAENStON CO)K2RETE PPE a 3.-} " t2" 3' • 6' n.. 3•_pl le- 2r 4'- ^ w � 0 41 a r a ; t- -a fJ 6 Cl V Nl/ 111 t 3'•tf/' 1S" 4'-7' " 4'-q' - 4' V-5" ' 12" 4•-4" 4 1 TB- 4'•01," 24' 27- 30" 6'-2V4' 4 7' 10- SPf(WtiT)ol( IOTIIfX[ 1ID5 233 302 T•p PRECAST BLOF OCK 03 BARS 6" 4- 3" t"•- 44 BARS 1 f PRECAST FACE OF tr/= BLOCK NOTE: DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF AO,IECENT CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLAN \ 2- NOMMIAL - «) �•. 2" CBE g l�t►E 15• 4" NOM ML 4" r---------------------------I -----------. - SEE DETAIL A 4" -A ' E FOR ; 3' TO CURB FACE OF BLOB( / BACK VIEW END ViEW `--� NOTES ALTERNATE NOSE L 2- x 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE IN ACCORDANCE (FOR USE WITH MOUNTABLE CIIRBI WITH SHEET 1OF 2. SPECIFICATION REFERENCE STANDARD PRECAST TOP UNITS SOS 233 VRGNNA DEPARTMENT OF TRANSPORTATION 302 W\�GINIq U) L Y O Z w 1 7- _J 3 Q O war Lj 0YOw z to E_ 1` O U Ld (� w S O (Lj) w (� U) 1--Q (w-o wow I I [Y (Y 6. -2 w - o C)� a a- _%1'W00 - ALTERNATE DETAIL B LLJ SHEET 2 OF 2 F Lyiim m Ld aALl CORNERS 3. X • WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. T'IPICI� D DDOD I 1 DDD DI- X - 12" WHERE d IS LESS THAN 36' ) 1 1 I Q X I&' WHERE d IS 36- AND GREATER. T i-T ------ 1-1 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR tfi1- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE [EXCEPT PLASTIC PIPE) j""+'-(------ --4- 4-4 30" AND LESS N DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 5. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER IVOR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT MET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE - f :r �. F '; 1. S I •OUTSIDE SPAN DIMENSION OF PIPE. _ :H U 2. S2 ASIDE SPAN OIENSION OF PPE. y•M° J't. '�• -f' LLJ :a. N> 3. R • OUTSIDE RISE DIMENSION OF PPE. • I W O 4. X - WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PIPE. X • 12" WHERE 52 IS LESS THAN 36". X • 18" WHERE S2 IS 36" AND GREATER S. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELUNATED FOR CD p o LL.1 NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 3B" OR ¢ •'I., s NDIVOR LESS AHE(GH(7 OF COVER IV OR LESS. vl L" o N I- 6, REGtRAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR ? / C1.1�N \ 0 ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS SB" OR LESS AND !; . ! - ••�- CD HEIGHT OF COVER IVOR LESS. ;'• s, ."� .i" r•�►�r+E PIPE ARCH >a� CBS. 1 IT' DOWELS cRfluT t2 N 5 BARS } O t. S .SPAN DIMENSION OF PIPE. S'L (WITHOUT CRATE) •I. ONG 2. R RISE DIMENSION OF PIPE. (63 LBS.) { �• 3. B SEE PC-i TABLE FOR APPLICABLE PPE MATERIAL •i. �• 4, x • WIDTH OF CLASS IBACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x 12" WHERE s2 IS LESS THAN 36". NOTES x 18" WHERE 52 )S 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 5. WHERE OItECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELMNATED FOR NOTES: NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR 2. CONCRETE TO BE 4000 PSNMIAIMM. LESS AND HEIGHT OF COVER IVOR LESS. 3•REwORCNG STEEL N ACCORDANCE MATH ASTM C-478,ASTM A-497 L TONGUE AHD GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE 6' REGULAR 8Ap(fll MATERIAL MAY 8E USED N LIEU Of CLASS I BACKfILI MATERNAL FOR (WIRE FABRIC) AM ASTM A-6115 (RENFORCNNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR OR w Z z W W ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND 0-RING GASKETS OR BUTYL RUBBER. HE LLJHEIGHT OF COVER 15' OR LESS. 4. CONCRETE COVER AND GRATE ARE TO BE FURNSHED AS A SINGLE UNIT- 2.ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. O� �o Z 5. SEE STANDARD a-L 1A FOR DETAILS OF FRAME AND GRATE. V U U O L:� S. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DAENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS ~o F- MAUFACTURER. INSTALLATION OF PIPE CULVERTS AND STORM SEWERSmnimpa(��AT�1 SPECIFICATION � Q NEw.t/o4 GENERAL NOTES302Lj STANDARD PRECAST TOP UNITS 1R Ei5 W o w qS V-) (n 303 VIRGINIA, DEPARTMENT OF TRANSPORTATION 233 o w w g7.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 103.03 CC r�- z CD w 0 V W Q-4- U �+ L_ Q n 0 C I 0 L0 N -70 Q� ooN0 J 0' Q (.000 06 (1) > (7) 0) _J � 4.0 di - N rr) C O O p Lo 0 r-, I-- wI- LL w (i6 .L O L � t0 > I✓ io 0 a� 4.0 � 4J � a IJ N O W Z J W U N Z Z S O U F. O� U Ii Z Ld Q 3 0 Z cO 0 MIT _ 0 Lt_ O F- Q V) 0) /� V LJ W Qa C) o (n (f-) 00 z p O 0) Q vV Q< O r'- �LLI o z Y z M � _ �N 0 C� L GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the 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 PP P P P 9 g contract documents. n Sanitation Authorityand the cont u Department of Health, FrederickCou ty Sa t 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 contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Cali Miss Utility 1-800-552-70001. 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. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. 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 duringconstruction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and saging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. AID 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, thie Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Q. 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 installation an proper d 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. Owner/Developer: Marathon Bank 4095 Valley Pike Winchester, Virginia 22601 (540) 869-6600 P.O.C. Don Unger LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons 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 (540) 869-1111 r P.O.C.r l Site Plan II I I l L 7 ,!{I` f ijk ,• ,;:.li I j;ji i J; I. f , ,1::.',l i.l A L I I?� i {. i I i r ., , :{, 'h. ,,. •u �!�''' a n,, 21j ,,:+„ i. ,•Iv ,,: v Iv .1..,, I,: •. I. rl,,;.. ., „ • : l ,. ,,,: � .:fly 1 ..11, : +.::. ;r i II, .I ,II: .I :,,, I .I. ! .: ,. .• .l .u. , i!t`... �,,� W rl:r .:.I •` .Ir.: .l. , el • I ! u• Ii lh: I I I. ,ut.; ;.. I., : t •.::w, I: ,) 13l .�,.:ari `ill l.l. t:p'! {'I _. :. �rl,,a ,. .: I I. .t:l .I ,:: T:I I Ilh -i- `: li. .;4 . .,.iut ,L,;ll 1 �.. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the VDOT Road and Bridge Specifications and ViM-10. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present duming the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications.. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Gai*-11�iesboro t �IMagisterial Frederick County, Virginia TMP 53BT-3-5, 6, 7, & 8 Zoned: B2 Proposed Use.- Commercial Vicinity Map Scale 1 "= 1000' AUGUST 30, 2005 REVISED: OCTOBER 14, 2005 NOVEMBER 11, 2005 DECEMBER 21, 2005 DECEMBER 20, 2005 AUGUST 28, 20,06 RESPONSIBLE LAND DISTURBER. NAME: CERTIFICATION: DATE: THE RESPONSIBLE [AND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. e aaROADIMPROVEMENT R M N .. GRADING .�., ,CONTROL_ a "1 1 1 . MISCELLANEOUS— DERILS i 114 ' II Patton H arris Rust & Associates,pc Engineers. Surveyors. Planners. Landscape Architects. L� H QF 117 East Piccadilly Street, ��P Suite 200 Z + Winchester, VA 22601 ID NO. OWSKY, a.� ND. 020674 �A T 540.667.2139 �A 84 ZZI:1060 b F 540.665.0493 FSS�QNAL_ EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. w' items shall b e completed: the following 3. Prior to release of building permits, g P a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer of record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. h affected area. i la 'n in the aff immediately upon co mpletion letion of e restore disturbed areas mm to clean u and P P Yi 9 6. Contractor p IY Po P 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6' topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 12881-1-0 Sheet Number. 1 of 9 N /F 53-((A))-82 Funkhouser Darla Poe & Poe Sharon Zoned- RA Use: VACANT Instrument #- 00-1479 NIX ON NTER PMM OMWCTR THE OWNER AGREES TO BEGIN DISCUSSIONS ON THE GRANTING OF AN INTER PARCEL CONNECTION WITH THE ADJOINING LAND OWNER TO THE WEST (TM 53-A-82) ONCE A SITE PLAN FOR THAT PARCEL, WHICH SHOWS PROPOSED USES AND ENTRANCE/ PARKING LOT CONFIGURATION, IS AVAILABLE FOR REVIEW. PROP 20' STORM SEW. ESM'T. S13042'11 "W Qo d i- o I <_;�,o � � < 0 !�. (_> < f Cl� O tU N DO NOT ENTER to 0 n INV 30' X30' STOP i­I^kI O_ nA" Storrs Inlet Summary H- STIR top to CUL out Str. No. Inv. In Inv. Out Top Elv, Type Throat Spread(F t) inv.(ft) 1 800.74 800,54 806.00 DI-313 8 5.48 5.46 2 802.44 802,24 806.75 DI-7 -- 8.57 4.51 3 802.89 802.69 808,50 DI-1 -- 3.50 5.81 4 803.97 803.77 808.25 DI-1 -- 3.68 4.48 5 805.07 804.87 808,25 DI-1 -- 4.20 3.38 6 --- 805,10 808.50 DI-1 -- 10,67 3,40 7 -- 802,58 807.60 DI-3B 8 6.66 5.02 8 -- 801.00 807.50 DI-7 - 8,11 6.45 ' U 24" WHITE �z CROSS HATCH ON 24' CENTE S 4" WHITE STRIPE I RELOCATE 19 EX POLE 2.�8'C -= RIGHT -IN C3 --- =" ENTRANCE I ONLY t R� M O s O S TO P1:1 s =MD, 8 FM - t L E (REF ) STOP SIGN - DETAIL NOT TO SCALE N/F 5 3 - (( A)) - 7 6 STANDARD STOP BAR J o h n s o n R o b e r t B 24 H WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS 1) Zoned: RA Use: Resid D. B./ P G. 58 6/ 8 78 REMOVE EX. ISLAND REPLACE WITH PAVEMENT SAWCUT EDGE SAWCUT EDGE PROVIDE TACKCOAT PROVIDE TACKCOAT I MILL 6 M1 1/2' JOINT I� ,MILL 6 x 1 112" JOINT U) EX/STING PA NI EX. EDGE OF EX. EDGE OF PAVEMENT PAVEMENT 0 1 1 /2' SM 12.5A C- --A 6" BM 25.0 a 8" 21 B CROSS SLOPF= 1/4"1' C 3i WELL COMPACTED SUBGRADE OR MATCH EXISTING 0 h71L.I�1/'rL/ AEWYA�L ON/F � 53-((A))-68 Winchester Medical Center 1 =. n ➢ Inc Zoned: B2MS U7 Use: Resid o Instrument #: 00-12098 BANK0 EICE 0: _: 1� t l 1 '. WHITE C OSS HA CH 0 24' CE TERS10 y C n LO„ 45° BEND o-- CD Ell f - � m 8 C8 PP�SIGN 1 - 1 - _-03/1d rr to san j - - ' c� 52 O\P take _ihe _ - - 10 PLUG w. ith -new-eleanwt- xt WATERM�11� I I BUTTER FLY V `' PROP ACCESS ESWT N ■^' 20" WATERMAIN CL-52 DIP IL A`=' (WIDTH VARIES TRIM= 50 -- CG-6 210 LF 0.50% 1�? PVC SDR35 L_QU-T). �' ' � !� � LAT. (P 2.0% PROP 30WATER R . , EX. ISLAND TO BE REMOVED AND 0 - ADDITIONAL R.O.W. DEDICATION &SEWEESM'TREPLACED WITH PAVEMENT (MATCH EX. PAVEMENT SECTION) HIND ROP CURB 805.08 °- - 36"INV(IN)=800.13 CG-6 CG-128 36"INV(OUT)=800.08 't CONVERT TO MH-1 RIM END CG-7 MATCH PAVEMENT ELEV.=805.20t CA rn STANCE _ Rlf- I i'OBJECT) 15 " I N V(I NWV 01. 7 4 15"INWOU 801.94 _ N /F V(IN -79 .36 5 5B- 5 1.5 IN (IN)1800.46 FarmersLivestock ) -1 "Ik 4 Exchange Inc. 36 I v \=799.16 20 70 0 20 0 Zoned: RA \ 6 : ( IN FEET Use: Commercial �� 1 inch = 20 ft. D.B. /PG. 536 /532 Culvert Summary Culvert Inv. In Inv. Out L(ft) D(in.) S(%) Type 1 800.54 800.13 41 36 1.00 RCP CL-III 2 802.24 801,20 137 36 0.76 RCP CL-III 3 802,69 802,44 26 18 1.00 CPP 4 803,77 802.89 88 18 1,00 CPP 5 804,87 803,97 90 18 1.00 CPP 6 805.10 804.87 23 18 1.00 CPP 7 802.58 802A4 14 15 1,00 CPP 8 801.00 800.74 31 36 0.84 RCP-CLIII NOTE ALL CPP IS TO BE GRUMPLER SMOOTHCORE OR EQUIVALTENT.- - 4" CONCRETE 2' STONE i iWE Vt71y1J SMECi MX SEMDA N.T.S. 21B ;OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale PROJECT SUMMARY TAX IDENTIFICATION NUMBER 53B-3-5, 6, 7, 8 EXISTING PARCEL AREA 0.97 ACRES DEVELOPED PARCEL AREA 0.97 ACRES ZONING RA ADDRESS NORTHWEST PIKE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT RTE. 50) 50' 87' FRONT RTE. 1317) 35' 42' SIDE 0' 74' REAR 0' 73' PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 30'1 FIRST FLOOR AREA 3527 SQ.FT. SECOND FLOOR AREA 4471 SQ.FT. TOTAL BUILDING AREA 7998 SQ.FT. NUMBER OF STORIES 2 (.FAR ALLOWED 1 FAR PROVIDED 0.18 MINIMUM LANDSCAPED AREA 0.15 AC. (15%) LANDSCAPED AREA PROVIDED 0.38 AC. (38%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250 SF) 32 42 HANDICAP SPACES 2 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 44 PARKING LANDSCAPING PAVEMENT AREA 25,600 S.F. PAVEMENT TREES REQUIRED 12.8 @ 1 /2000 SO. FT. PAVEMENT TREES PROVIDED 13 INTERIOR TREES REQUIRED 4.4 (@1/10 SP.) INTERIOR TREES PROVIDED 5 TOTAL TREES REQUIRED 17.2 TOTAL TREES PROVIDED 18 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4. NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST, 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7. HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MONUMENT STYLE, MAX. SIGN HEIGHT= 20. MAX. SIGN AREA= 75 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL HIRE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE FIRE MARSHALL 11. STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304 USE GROUP B(BUSINESS) OF THE INTERMATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12•SECOUND FLOOR SHALL HAVE AND ACCESSIBLE ROUTE (ELEVATOR) WHEN IN EXCESS OF 3,000 SQ. FT. PER THE IBC. ALSO AN AREA OF RESCUE SHALL BE ESTABLISHED ON THE SECOND FLOOR IF FIRE SUPPRESSION SYSTEM IS NOT INSTALLED. 13. TEMPORARY BUILDING ADDRESS SHALL BE POSTED UPON INITIATION OF CONSTRUCTION. 14.NO DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING SERVICE. TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SrrE AT FULL DEVELOPMENT WOULD GENERATE 984 T.P.D. USE CODE: 912-BANK, 710-OFFICE. LANES IIIIIIIIIIIECKMIEKAENTS 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. NOTE: PLACEMENT OF CG-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER. US 50, ROUTE 1317 PAVEMENT AND STOP BAR MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246. USE REQUIREMENTS FROM THE TTC-4.0 FROM 'VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317). LEGEND PROPOSED CURB & GUTTER . . PROPOSED CURB & REVERSE GUM PROPOSED STANDARD PAVED AREA (8. 216/2' SM 12.5A) • • • • ... PROPOSED CONCRETE AREA . .. ........ ........ - �. PROPOSED GRASS AREA . .................. PROPOSED EASEMENT AREA . .................. . FIRE LANE • • • • • • • . • . • ... • • • • • . • • . 1/HHHHNHHHHHH//HHHNHHNHH UTILITY PEDESTALS . ... . .. ...... . ...... . . . ' TD M EXISTING STORM DRAINAGE & STRUCTURE . .. • • ' • ' _Lk PROPOSED STOW DRAINAGE & STRUCTURE . ....... . PROPOSED WATER MAIN . .......... ....... ' ---a W I EXISTING WATER MAIN .. ..... ........... . --- - - - - ----- PROPOSED FIRE HYDRANT* . ' .. t PROPOSED GATE VALVE & BOX -i We EXISTING SAN. SEWER AND MANHOLE . .. • .. . . . . .... .. . --ter--! S. s. F--- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • .. • . • • • . UGT i PROPOSED UNDERGROUND TELEPHONE SERVICE • • . • . • • • . • • •• PROPOSED GAS SERVICE • . ........... • " • • • • • • � r PROPOSED SAN. SEWER AND MANHOLE . ............ . . n G17 J(30 oQ QW't G_ W Z W W,o�o woww��oa t.L o _'Vn00 U d � Q rn Q Q0 O I N U `- L0 N Q a 0 o Q o N a J 0:� Q oiS a) > 65 (7; J +-+ a) - N C u � a I� � CL �- c H LL •L 0 L 4) t4 � _ (10 + O a� Ld F- W w J F- r Z z m 55 Z 0 (3U o � 0 U W � � W Z o U Ld o, 0 C.0 cv C r` o Oi C'V WW F- Q L0 r"ic N O N w O) o + C)N � _ - LW o z I-- to N � 0 � 0 U Z 0 LA > w� Q Q _j U w w = Q Q z fl (n 0 (n (n o' L ¢ C)o w 60 a 5z S o (n 5;w co (f) zM �0- 0 UU r z � z � Ld x U O z� z Ld_ a o U w C4 E� J W �Nlq \�G � J J y O [� -i Q O owv crow Q(^O ��Z O = UO U)WC) V) E N I iJ 6 W a li c O i%1 6 d �YQwW4� i NOTE: STOP BARS SHALL BE PLACED A MINIMUM OF 4 FEET IN ADVANCE OF THE CG-12 RAMPS, PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, 2003 EDITION) PAGE 3B-26. 1 3 0 3 � o d z � o � N � WARD AVENUE 2' WARD AVENUE VARIES U.S. ROUTE 50 1a CARIES SAWCUT EDGE 2 SAWCUT EDGE 2 PROVIDE TACKCOAT PROVIDE TACKCOAT CoNd EX. EDGE OF — — _ MILL 6„xl 1/2° JOINT VARIES / _ _ MILL 6„x1 1/2- JOINT 12 SIDEWA PAVEMENT ;1 ry WELL COMPACTED SUBGRADE VDOT CG-6 EXTEND 21 B 1 F. BEYOND BACK OF CURB WARD A WAVE ROAD SECTION 1 EX. EDGE OF----" PAVEMENT 1 1/2„ SM 1 .5A CROSS 510PE= 114'" 1 ' 6" BM 25.0 OR MATCH EXISTING g" 21 B WELL COMPACTED SUBGRADE WAIV A PBVUE ROAD SECTION 2 VDOT CG-6 EXTEND 21 B 1 fT. BEYOND BACK OF CURB ACCESS ESM'T PROVIDE -- l' BEHIND SIDEWALK EX. EDGE OF---"' PAVEMENT I VDOT CG-7 1 1 2„ SM 12.5A CROSS SLOPE= 1/4'.1 ' 6„ BM 25.0 OR MATCH EXISTING g" 218 EXTEND 21 B WELL COMPACTED SUBGRADE 1 fT. BEYOND BACK OF CURB U. S. ROlJ E 50 WDEAllAG ROAD SECTION 1 ,7i94PH/CSCWjF 30 15 0 .30 60 ( /N FEET ) 1 Inch = .30 ft. NOTE: PLACEMENT OF CG-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER. US 50 AND ROUTE 1317 PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246, USE REQUIREMENTS FROM THE TTC-4.0 FROM 'VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317), v _ :3 z w :2 0 :2 Q. z CL se In Z lL1 C] a .M� 0 0 N N 0 0 to a i Cr C w 0 GO 00 f\l v I I I LOD ; I I ,r o 00 90 I , 1((D7 LOD LOD i r ✓ ' II ;3 421W 1 1 «.�.... 1 �� 5 8 86 5 $�• aim - a... . - , � 809.90 08.75 � v O09 - y ;^ 17 �€ 807.84 Cl -FS 80175 0� 5 0.00? r f` w. LOD 1 10.00 . k k 810.20 I f 09 810.,20 ° :� ° 1 � cr 01. o L808 5 -' - - _ ._ - !10.25 �;i 6 ° S 1 42, 1 , -- r V ,r _ � ' ' I.2 TRY BA .K FFICE N i'. r' I� lob el ° 'III 1 II �e CD - 810 II i�=-� e° 09—A 809. I 4,' 1-f ILEVF810.50 1�: �14 'I e I� 8 1 ` l .60 ` T ° I `'T 8 C8 i _ ! ,... -.,. _.. ..ROLCgLompI Ij i I I 810 0 C s 71 09.34 808.78 808.E • LOD ff / I 809 _ A 808 - . r£ N`+..Y.Si{YEI ..._ ....:Ym�r�•4 14 rE I S 'ENUE F�TE.; ; 31 i',toD SPEED LIMIT -- 4hO ADT 40' R.O. W. I r,r 11 t >.. .s ._ sit .,. _..:_.,r_: rw ,- •. K '•_„'•re'_ . ,...;-..,u ,..,.::+ • �r� � _ _ _ ,,_ , .., _ . ,. . 0)74PH/CS04LE � 20 10 0 20 40 IN FEET I inch = 20 ft. / I /'J IP NO l 7 _ / / L71 f r i 1 r All, �! '-2 " W01 TE �-THATCH ' CEN TE 4° WHIT STRIPE 4 l I Il 1 f f 1 I ! I r I � WHI ,IST IPE I 1 I T2WID KING P VIDED ` Y RTE. 11 IMPRO EMENT LAN ! r� `1 0 --A 06.58 " WHITE p } C OSS' HA ICH 0 24CE TERS �\ -via o \ IV L P Ll., 1 PR ACCESS ESM'T (WIC H VARIES)J- � r �n �Op 7/' . CONVERT TO MH-1 RIMS MATCH PAVEMENT ELEV =805 20t ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. J! f f r. - J STONE/ /ENTRANCE 70' MIN, EXISTING PAVEMENT ••nr t+r*r• +r+r•r r+r+r+ +r+r•�r.�r.�r+��. 1=11=11-11-Ii-11-I!r•�r•�r�r�r+r+r+r+r�r�r�r�r���r•�t�r�r+��r•�r.�r.�a�r��� • CLOT 6* MIN. 1 Al M13UNTABLEFILTER OPTI. ELEVATIONSIDE GROUNDEXISTING r " WASHRACKAS ACKIIR �� REQUIRED10, ...:. PAVE PAVEME �� �•• MIN �COURSE AGGREGATE I SEDIMENT B TRAPPING DEVICE MUST�.FULL . OF a OPERATION �Ti�11,Ti'�1�ii,%►.�.,i.�T�,Ti�l.,i'ii��. 3 mil" SECTIONFILTER CLOTH I •4:• •fit• �.• �:• 1-•�' REINFORCED. .�'•�' DRAIN SECTION CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4" 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. cm trill _, _ 11 i ill FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 0000, FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: ADAPTED from 19N haft Standards for Sop erosion and SOm rd Control, and Va. DSWC Plate 3.01-I SOUM: Ada ted from FIA15. �'M s rwooa A;; BLOCK SEDIMENT FIL TER WIRE SCREEN CONCRETE BLOCK ---------------- FILTER WIRE SCREEN OVERFLOW FILTERED WATER WATERWITH ► IL SEDIMENT 111111=111411=ur111.-11 "DROP INLET �=WITH CATE . a APPLICATION SPECIFIC THIS METHOD OF INLET•• • HEAVY• EXPECTED AND WHERE CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND GRAVEL SHALL BE D• OR #5 COARSE BL 0 CK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET RUN FFW�7H OVERFLOW SEA 2 ENT FILTERED WATER SEDIMENT WIRE SCREEN �•'- •••�', 2" X 4" WOOD STUD CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB 114LETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. . GRAVEL SHALL BE VDOT #3, #357 OR #0 COARSE AGGREGATE SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC PERMANENT STABIUZATION: 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 STABIUZAIION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS GERMAN MILLET PER AC. (MAY THROUGH SEPTEMBER) 60 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. PLATE 3.07-8 li(itlilifLiiC EXISTING STORM DRAINAGE & STRUCTURE — - PROPOSED STORM DRAINAGE & STRUCTURE n PROPOSED CURB' & WrfER ... ...... DRAINAGE FLN........ ........ EXWNG. -GRADE ................ _.-----.N..____--- PROPOSED GRADE ....... ' ..... • PROPOSED EASEMENT AREA .. • ... . PROPOSED SIL•T•Fa7NCE.......... SF SF — INLET PROTECTION • ' , ...... • IP IP LIMITS OF DIS IRRANCE .. • . • .. • DRAINAGE. DMDE.............. V) J J Y p � 3 Z J �ZX Q p owe -pw O vo f)u"'iz w O (n y Q �p ��w ty Lw o U C � 0 ;N 0 - v Cn Q. 4� U �Q v Q_ c° O I N v W In N73a o 0 ao oNCD _ J cl� Q cDuj cD d�- N rN c O O U-) 0 oC u LL N C6 O W n c (� O Q).w .e.i C: G- w �0 C� ~ Z Z 0 o U Z o Cl) w W w J F— Q J Y o F" _ R <C 2 � Z c U LLJ O p O O 04 w fn O Q w V)cl-O & >;N � CJ Ln CL y� /may. am/ �1 PE o 0 0> 'L'=) QQ Q w 0 0 r) cu (n _ V) o a IL) V) � 0- w o zg o C-D LA i Q� 7) .� Z 0 w Z C) w Y = i o Z JN to Lr) -.d- z 0 0 f SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TIES TO PREVENT LIGHT SPILLAGE � 1'-6' O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF {— CURB I I 8' GALVANIZED GROU ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 1'-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE JGHT POLE BASE NTTH COVER PLATE NONSHRINK LOAD SEARING GROUT WHOR BOLTS FURNISHED KITH LIGHT POLE BOLT SIZE 'ROJECTION AND BOLT 'IRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8" 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6' 3ELOW GRADE TO PANEL. IOTE: LL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT t'-8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL o-L LITHONIA KAD 40OW MH 3—FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF —SITE. ,GRAPH/CSCALE 20 10 0 20 40 ( IN FEET 1 inch = 20 ft. L�l (n \�O�NIq J e O 4 3 Z o Q _1 Z 0 Qc^o w� 2 UO V)W r Q F O WO W , LL C 0 O 4, _WW00 _ Ci 6 O. 4- U Prune codominant leaders DO NOT prune terminal N leader or branch tips d U +� Prune rubbing or Q M cross branches •— a) v r__ Q O a I 0 U Prune narrow crotch angles N Q 0 o 0 DO NOT stake or wra P and water spouts 0 r` Q c0 ►� c0 trunk unless necessary ----�� Prune broken branches 06 > 0i 6i Remove all tags and labels Q) _j >; Prune suckers N C rN c 0 0 7 _a Cut away all balling ropes --2"-3" mulch kept away from trunk a U ~ LL Remove top of wire basket Soil well to contain water / - UNAMENDED backfill soil 1< • a Widen and score hole wall - _ _ - Qa' . d:�; I r%..'. Partially backfill, water to p 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 ALL 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. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 Ibs Tall Fescue per cc. 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 cc. 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 Ibs German Millet per cc. (May through September) 60 lb. Annual Rye per cc. (October through April) 450 Ibs. 10-20-20 Fertilizer per cc. 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. PLANTING SCHEDULE BOTANICAL COMMON NAME SIZE 0 PLANTING SPACING QUANTITY -164 IV ACER RUBRUM RED MAPLE 2 " CAL. 0 6 " HIGH AS SHOWN 7 OUERCUS PAL USTRIS PIN OAK 2" CAL. ® 6" HIGH AS SHOWN 7 ILEX CRENATA "HETZ/!" HETZ HOLLY 3' HEIGHT 3' ON CENTER 36 LANDSCAPED CORRIDOR BUFFER SCHEDULE a�� AMER/CAN ARBORt//TAE HERTZ HOLLY, qF L64THERLE4F 08ORNOM ' FLOWERING CHERRY DOWNEY SERIACE BERRY, WENELA LENGTH OF SCREEN 140 Fr TREES REQUIRED, 3/10 FT= 42 1/3 DECIDUOUS = 14 2/3 EVERGREEN = 28 PROVIDE: t4 AMERKAN AMITEAE 10 HERTZ HOLLY 8 LEATHERLEAF VIBURNUM 4 FLOWERING CHERRY 2.0' CAUPER 5 DOWNEY SERVICE BERRY 2.0' CALIPER 5 WEIGB 3 GAL 10' LANDSCAPED CORRIDOR BUFFER 4' 10' 10' 10' 10' 2', 3' , 3' , 2' 3' , 2', 2'1 3' 2" 3), 3' , 2' 3' , 2', 2' I 3' I _" 1 '&­" 1 1 _" I I W -"I-" �_ WqW Lc-> Aw a Z Z <:5 0 CL Z Z U - I-- U) a(.D Z - LLJ:5 J I— I— 0 o FCDCD W � Z V) Q w w M 0 0 w U Z CD6 O D U U N W � w ¢ `r V) C) r� p W N � 5;U) w w w Of CK Of .J O O N O O N M w" F_ .— W o J Q W r') Cl) (n 0311740 LL_ O 0 0 O J Z O .O Q CV U V 0 r O i Z iD C4 E r- C W Y U W v CONCRETE CRADLE STANDARD V sew sc1dlA 2 O.D. g concrete CONCRETE ENCASEMENT TRENCH & BEDDING -1- r dia. schedule 40 at" sips flied with concrete, and palMed yellow finished grade 18' die contra" encase V Wed ackfill All backfill to be oampacWd to 95% of ASTM D698 maximum may CONCRETE ARCH e aced %still BOLLARD DETAIL ��/�//��/��/��/• % Y/z/�i/�ir\• MT it FIRE HYDRANT ASSEMBLY -1 a Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOiNT RESTRAINED LENGTH OF PIPE (Ft) LARGE SiDE JOINT PVC DIP 6' 8- to- 12- 6- 8- 10' 12- 6 -- 40 60 60 -- 20 40 40 8" -- -- 40 60 -- -- 20 40 to" -- -- -- 40 -- -- -- 20 REDUCER (-+F-- - L --ter'- iEt 1 L I L� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DiP 6" 8' to" 12" 6" 8" 10" 12" 0 60 80 100 40 40 1 60 1 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS i OF 3 -2- conaeie pad. 1'-e' die. x 8' deep finished gate E. mechanical joint swivel We with 6' branch SEP 05 SEP 05 GATE VALVE SEP05 ttnl 1 ct n� d ((I op shall 4hole at grade In pavernerit �nikl unless grade grade in rndlevsloped areas) square sad ped W thick around manhole trams In demoped area $IV x 2' butyl Jim Sealant adjustment rags ; 35• max. (11' max.) 2V min. In undeveloped areas 3/4concrete anchor bo is (4 each) 4: coneteASTMO-1 finished ed a 401X1 psi , grade w waterproof costing ". - I. _L Ilia) • 1- nkxdnd size N" Joint _ ; sedantappred between • , joints and on exterior site Of Joints )aims are to be stied with -O' ring gasket io Variable 5• "�; ' pipe to manhole connection to be by fiadble sleeve erwert channel to provide a smooth trmsitbn in to out, 3r-0' mn' for all omrfi mecns 21Y max. ` 4'-0' max precast irrmt or grout ! top of bench to be bottom to form /2 Sarre elevation as top of pipe j • :e.. •A. y:.:y �. 6- bedding stone.-:wwii r NOTES: 1. Manhole sectirms shell have an external coating of approwd polymer tam water proofing prior to installation. 2. If adjustment elevation wixIeds two Inches use concrela adpWrIent rings with a mdarkx waft of wafer proofing. 3. Final abpe adjustment at manhole tram shelf be by shims and nortahrink gout: 4. Stdd pad to be placed around manholas located in shoulders of roads. 5. Flat top shall be used if height from invert out to remits four feet or lass. Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 In addition to, restraining each joint of the tee, (1) any joint Lb that fal is within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any joint that falls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per atWs requirements for Lb. A wye shall be restrained per a tee's Lr and a 45° bend's L requirement. RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 x 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TYPE RESTRAINED LENGTH OF PiPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10" 12' 6' 8" 10' 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 1115 20 11 20 20 20 20 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 METER BOX bard COVER METER SUE METER BOX METER BOX OOVER 51W x 3/4' or 3/4' 18 in. Dla Nort TrafliC T4M32tG'ACi Traffic A32HH-T 1• 21 In. Dla. Non -Traffic MC-30 WiM RML-1-T (Too Lid) Treft MO30 WITH RML-12-T (Tap Lid) copper vArefor line trecirg, taped at 10 toot intervals Same Sloe 1' O0n9 (PJ X RP) C14.44 with SS Insert and MIP d pk0 COPPERSErrER t SLED Opposite skis same Side SJS' x 3/4• VBHC72.18WD4444.84 VBfiC 82-10IND4444.1 4 31V VBHC72-18WD44444 34 VBHC82-18WD44.44434 1° - A - INSTALLATION NOTES: 1. Exact location of meter box assembly to be approved prior to Installation. 2. Water service crossing street a) Encase in 3' dlianneter SCH40 PVC or SDR21 pipe. The piping small run from one foot beyond sidewalk, across the street to rime toot beyond sklewalk. b) Install 12 gauge insulated Copper wire (tor line tracing) from Corp. atop to into the meter brim [wrap wire around dwrp. stop; wire to be taped to top of PET at 10 foot Intervals; come up into meter box and terminate level with W40 ball valvel. 5/8' X 3/4®, 3/4' AND 1 ° (METER INSTALLATION -7- SEP 05 SOf136 Bpi" SOR 35 spigot by b geelolled bell bennd bell tad z %__SDR 21 gaslketed SDR 35 V x r pipe and tittings CH 40 > bell � Sfv solvem. weld cap SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 finished DOWN BEND DEPTH 4 FT. MIN. �Ldlar� VIP - DOWN BEND RESTRAINED LENGTH UP BEND Lu Lu Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PiPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT MIN. 5-12 FT. 4 FT. MIN. 5-12 FT SIZEIFWE DEGREE OF BENDS Ld (DOWN) Lu (OP) SiZE/rYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8" PVC 45 40 20 10" DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12' PVC/DIP 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 to- PVC 45 40 20 12' DIP 22.5 & 11.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 C 810 805 800� ■ ►2 c� C l • Q� >J C] L`- W = I Half PCI �Ar H t- L j LL. 1� W W t- H Pq A wz¢v�i 0 ? o A ¢ W Q fy Z_ Q Ctl Cif 3 O W L_ cL IOD p w H - --3 i� A J U (D Cb I 1 o i- I�¢'�; ry 31- PROP.-GR-AD EX. GRA E w w F- i 88' lJ�O�• 5f i 0 36' 12CP C 111 1,00 18' G�PP 23' 1.00- ' CP I i �++ 26' ' (7 1.00 iv n;� @1.O% ! 18'CP 6' RC CLIII I _ ---U U U L) UU U U� U � -- -- co -- (,5 �p iD CD oo� C 0 I i tiloo ' co 11 - o� CO Cp (mil OLI II I-L O I I I I oI 11 If if � =1 11 H A� Ill Hd ��I.-.H C') II _E3 O�`�Cp71.LC3 It L +F- �> 1 1*Qf1-;> ^QOiO-.i>> i � i�i oa-�yi ��� !�, 4L--- i- 1---1 AOF-ezyw H+Djz` A +-9 t- H H H+ _ Q RJ =z H H GLIC'7��?ra 0+00 0+50 1+00 THE JOINTS OF ALL PIPE FITTINGS AND APPURTENANCES SHALL BE PROVED WITH RESTAiNED JOINTS. --� 1+50 2+00 2+50 3+00 3+50 4+00 STORM SEWER PROFILE 90.00, X w U H --- P--G € X. GRADE "' -- tY L.1 W - r - ,- N 3 z tY �C-ONN. - o IWATER AIN + �, � U I I 1 11 �LBOW BU TER FLY i �20" MAIN A-AIPH I VALVE WATER i I SANI [ARY S WER 0.50 PV S I R- - --' - -- BIrTT€R-F Y PLUG VALVE 20" Q �o r` oDm r- _ W F- _J z ¢ _ ^ PQQ tl F- � orI 11 Q . f -3 J *Z 00 O �y x �p�ZZ +''<N+ I� lf� 05 o ON (T11 o F- CO II E3 0+00 0+50 1+00 1+50 2+00 SANITARY SEWER & WATER MAIN PROFILE firdehed grade Vahvco, enc. OMB Fig. No. 71 WB with lid marlIed 'SEINER' bottom seclion- of brie sanitary eeaer t SDR 21 wye _45° SDR 21 kxxikxese sMd pad 18 die. x W deep ,......�� 4` at" Panels Model PA4SV4CSK (41 cast kon ddearout cap with brass plug having) a countsratn* square head - brick base R 21 45' bend G alone bedding SEWER CLEANOUT -19- 1 8 PROP. G ?ADE 810 EX. GRAI E� 05 ti 800' @ 0.84 z 36' RC --CL-1% A ,-r N ¢ cv oo U a n UU� W J tt LC� n•- O n 1\ 00 ¢ _ 00 Qp 0CI Oc, I I CO = \ O II 110 = 11 -.Z•+O W D-» > I` ¢ ©�r�`r� A t__7 L PROP. GRAC 810 EX. GRAD D U O 0 00 �00 1 o F" ) 00 r If o ,W> 0 rI-� 4' 800 @_ 00 15' CPP vL U CO ®QO d'V'N - '- <(U OJ �, dVCU 11 o,O � co 11 o l l t` CO OD o 11 11 ~ OOZZ� _ CS QD �- IIEJ CbZ� pq M o �p �zZ I O H+O�ZZZ G�OI- + CL> A O I- .-. H Q O I- 0+00 0+00 STORM SEWER PROFILE STORM SEWER PROFIL CRAPHIC SCALE 50' 25' 0' 50, 100' 1 1ACH = 50 ft. HOR/Z 1 INCH = 5 ft. VERT Rr-MV VL Cif VIZM IL I Vr /live rrr rr r rl FLAT SLAB TOP UNIT T-MH-2 WITH MH-1 FRAME AND COVER SET FLUSH WITH PAVEMENT QJ 'N I _J u o w V�Z[Y Q O w O x ® rn Qcow,V-F-�Z L.Jz UJ LL_ U O �On 00 v U) Q. _+� U Q) d � col 4 v 0-- O 0 I N U (I) !n Q O O O O � Lr Q CO "o > ) i+ N - d tp M c O o _p Ln Q r-_ t` t1G (-) 1- LL. `L O i 2 (J7 C cn O� G• LiJ W J f- z b" <t Z _9 Z 0 v X Q U) 0 °a U)W z U W O CO r� o - o 0 Qi z O 0) z O _ a O w w w M � W VA W (O I- � O � C7 o U Z O > W� Q < -1 < Ld Ld _ O o k¢n I Q O- U Q (n U) J o it n LJ e V) W O~ 4t� z O Z o C) W O i Z r✓' �" Z Ld 0 < 0 _ U W _J N CG 7 THS ARFA MAY BE CON-CRETL A - THE OPTION 07 THE CONTRACTOR NOTES 1. THUS ITCV MAY UL FHLCA'_1 U-� CAST T PLACE 2. CONCRETE T(' BE CLASS A3 e CASI IN PLACL, 400C PS IF PRECAST. 3. COMBINATION CURB L GUTTER HATING A RAC US OF 30C FEET OR ESS i&ON:C FACE OF CURB) SHIN I UE FWU FOR AS RADAL COVIINATION CURB & G'JT TER. 1, FUR USE WITH STABLLIZEC CPEN-CRATED CRAINAGE LAY-R THE UOTIOLI OF "HE CURB AND Gt.T-I•R 5-1,11I RF ^ONSTRH2T=0 PARAL-CL TO THE S_CPE OF SUBS S_ COURSES ANC -0 TIC DCT'-II Cr TIE PAVEMENT S. THS CURS MAY BE USED 'HIT-1 ANY O7_W.N SPFFO HU S REQUIRED WI -EN DESGN SFEED IS GREATER THAN 40 UPI- CN RURAL HGH'HAYS AND 45 MPH IN DEVELOPED URBAN & SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TED C41C LXISIIN'U BARRIER CURB, T-IE TRANSIT ON 15 TC BE MADE WTI:IN 10'DR THE CHANGE N 57ANDAR05 MACE AT REGLLAR CPEN HG_S. 7. W-EN CJMBINAIIUN MCUNIAUL_ CURD AND GUTTER IS USED, THE STA,40ARC ENTRANCC GJTT--RS OR S1,rsJUN U ' O%=CTIONJ FOR STRFFT NTFR SECT ONS ARE TO HAVE THE NOUN -ABLE CLRR .ONFIQJRN-KIN INCORPORATED. 2" R e a A A A a a o a �- a - - - - c THE BOTTOM OF THE CURS AIJO CUTTER VAY BE CONSTRUCTED PARALLEL TO TH- `LUI'_ UI 2-0- SUBBASE COURSES PRO'V;DFO A lA'N. UL-PI -I OF /" IS MAINTANED DINAT10N CU f3 & CUTTER VIRGINIA DEQARTN_NT OF TRANSODRTAT0, GG-,2 PERMISSIBLE ,, A CONSTRUCTION 1 #5 DOWELS, B" LONG O Y-0 0 12" C-C 4' eo a M!N, r� I 8 :1 10 1 B M c 'a B Y TRUNCATED DOMES A SEE SHEET 1 OF 4 FOR DETAILS TYPICAL DESIGN BACK OF ClxRB -12.1 MAX. 4811MAX. 20: 1 SECTION A -A 4 MIN PERMISME CONSTRUCTION JOINT SECTION B-6 4 1o,ti MAXO 1Q.1 MAX NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET 1OF 4. A 4' SOUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL y BE PROVIDED WITHIN ARKED CROSSWALK AREA Y J V) In /7 Of 3: C! (A C) (n C) SUE 'IF ICA BUY RFFFRFNIF w� �m CROSSWALK I �- U nU55VYAhK 1 v n 'I TYPICAL PLACEMENT OSSWALK 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 CONSTRUCTIONS FEET FOR ALTERATIONS. SHEET 2 OF 4 SKOFICAFIhIM CG-12 DETECTABLE WARNING SURFACE 105 z TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION - 203.05A CC-12 e5 DOWELS, 8" LONG A -PERMISSIBLE AT 12" C-C � CONSTRUCTION 5' MIN. JOINT GISEE m z lY 12:1 MAX 2' 11 1�n�g ABLE! TRUNCATED DOMES A SEE SHEET IOF 4 FOR DETAILS 5'-0" MN SHAPE TO MATCH FACE OF ROADWAY CURB BACK OF CURB 48 MAX 20 : 1 48 : , �2'muI SECTION A -A ERMISSteLE CONSTRUCTION JOINT SECTION B-B NOTE, FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHFET IOF 4. CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TYPE B ,�- PARALLEL APPLICATION t2:t 0". 5' MIN ROADWAY GRADE MN -MUM LENGTH IN FEET W PERCENT N �`-~ "'-' F A 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR ARR CROSSWALK ROSSINN•K PERPENDICULAR CROSSWALK AREA. 4" CURB 6" CURB 0 4 6 , 5 7 2 5 8 3 6 9 _ 4 8 12MARKED 5 10 ,5 6 r 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. CG-12 DETECTABLE WARNING SURFACE 10.5 502 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203.06 I I s STREET URFAC•NG AOS ACH SAME SAN MLNE IRA(NUS TO BE AS I C I' C ROADWAY SHOWN ON PLANS! I tRADn1S TO BE AS / RADIAL pIIBNAT SHOWN ON PLANS CURB AND FRITTER 4ST'O, CG•61 }� 1 SIDEWALK I ® 17itl: 6.. I N 1 QPipMNIL 6" FLOW LINE 7 ExPANSK)N JOINT .- NOTE, WIDTH -8- 2'-0" OR AS I'/' MAH-14 ROADWAY SFK)WN ON TYPICAL SECTION. A-J PLAN VIEW ) 4 CLASS A3 �, u . • r:. • �. CONCRRETE •'. EXPANSION JOINT SECTION C-C M CONSTRUCT (BADE CHANGES WITH A PARABOLIC CURVE. ENTRANCE � CANNOT ACCOMMODATE FT TURNNG +CY REQUIREMEHE THES OF ANTICIPATED HEAVY 10,PARASMIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK L CURB RAMPS WITHIN THE LIMITS OF THE RADIISHOULD BE EDGE O6 SHOULDER OR a MAX, --'"`� D NCREASEO TO 7•1. OPTK)NAL FLOW LINE NGE ® .•✓ _..- .-- p U BUILT FOR ENTRANOJECTS. CON MAILNf ROADWAY �- ---- - ^- -- - -- - -•-- IN C JUNsrDVO WI N CON,IIINCTION WITH VpOT PROJECTS, PLEASE PL tM14, r4U' D NQTE THE F(LLOWING= CEXX 1REET D MANLINE PAVEMENT 944L BE CONSTRUCTED 5' MN. i CONNECSTABkIZATION TO THE R/W LINE !EXCEPT ANY SL410ADC SPARLE FOR COVMERCI REQUIRED FOR MAINLINE PAVEMENT INCH CAN BE OMITTED N ENTRANCE THE ENTRANCE.) SECTION A - A CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D itPAPAL 8EYONOTTHE RLINE TEXXCEPTTFFORIRUCTED REPLACEMENT PURPOSES. WHEN USED N CONJUNCTION WITH STANDARD ENTRANCE VOtU10E DESIRABLE MAXIMUM CG-3 OR CG-7.THE CURB FACE ON THIS STANDARD FS TO BE ADJUSTED TO MATCH 7HE MOUNTABLE CURB CONFIGURATION. HIGH (MORE THAN 1500 VPO) 0 x 3 x SEE STANDARD CC-12 FOR CURB RAW DESIGN MEDIUM 1500-t5(O VPO) 53 % 6 % TO BE USED WIT" THIS STANDARD. LOW (LESS THAN 500 VPO) S 6 x a >< )K PLMfS OF A FLOWALE70S�AOUIREOWHE PROVIDE PONE DRAINAGE ACROSS THE ENTRANCE. OPTK)NAL FLoneii MAY REOIARE WARPING OF A PORTION CC GUTTER 70 PRECLUDE PONDING OF WATER. SPECIF ON METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS �02 AND COMMERCIAL ENTRANCES REV.7/01 VIRGINIA DEPARTMENT OF TRANSPORTATION 203,04 GENERAL NOTES: 1. THE DETECTABLE WARNNG SHALL BE PROVIDED BY TRUNCATED DOMES. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL. SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT IN LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOMES DETECTABLE WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. 3. SLOPING SIDES OF CURB RAMP MAY BE POURED MONOLITHICALLY WITH RAMP FLODR OR BY USING PERMISSIBLE CONSTRUCTION JOINT WITH REQUIRED BARS. 4. IF RAMP FLOOR IS PRECAST, HOLES MUST BE PROVIDED FOR DOWEL BARS SO THAT AOJOUNC FLARED SIDES CAN BE CAST IN PLACE AFTER PLACEMENT OF PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REOUIRED BARS ARE TO BE No.5 X 8" PLACED r CENTER TO CENTER ALONG BOTH SIDES OF THE RAP FLOOR.MO-DEPTH OF RAMP FLOOR. MNILI,M CONCRETE COWER V12", 6. CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURS / CURB AND GUTTER. 7. CURB RAMPS ARE TO BE LOCATED AS SHOWN ON THE PLANS OR AS DRRECTED BY THE ENGINEER. THEY ARE TO BE PROVIDED AT )INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HK;HWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXJSTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, MID SHOULD NOT BE LOCATED BEFNND VEHICLE STOP LINES, EXISTING UGHT POLES, FIRE HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, ENTERED AND USED BY PEDESTRIANS. 8, RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND THAT THE SLOPE AT THE CDNNECTION OF THE CURB OPENING IS PERPENDICULAR! TO THE CURB. 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRAME RADICANNOT ACCOMMODATE THE TURNING REQUIREMENTS OF ANTICIPATED HEAVY TRUCK TRAFFIC, REFER TO STANDARD CC-13, COMMERCIAL ENTRANCE (HEAVY TRUCK TRAFFIC)FOR CDNCRETE 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 CG-12 TYPE A PERPENDICULAR t•�n --� R 712'1 MAX-_ TYPE B PARALLEL MAX 12:1 MAR(-_ 5V ** 2- W4 ' AT X , 2" HIGHER THAN EDGE OF PAVEMENT AT X)K , SAVE AS TOP OF CURB TYPE C PARALLEL & PERPENDICULAR 1.6" 2.4" - TRUNCATED DOME C-C 000 o-V- 0 0 0 0 0 0 0 00 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + a 0 0 0 0 0 0 0 0 0 0 00 0 0 0: - N rJ 0 0 0 0 0 0 0 0 0 0 00 0 0 0 q o U 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 50/ - 65Y. OF BASE DIAMETER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 2 TOP DIA,IE fER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 - 1 VARIABLE y'1 BASE OUMIETER a•M"MUM . PAY LIMITS TRUNCATED DOME DETECTABLEE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE AWU REV.7/05 GENERAL NOTES 2 203.05 ViRGINIA DEPMTMENT OF TRANSPORTATION INSERTABLE SHEET A20 1 MFI-1 i" COVER A ' ❑ ❑ D�`� CONDITTIONS ❑❑DAL �111ju t ❑1:1OPTIONAL LETTERINC 1 1GA.0.7 I ❑ ❑ Ili , ❑ D Q -'' APPROX. WEIGHT COVER N7O LBS. ± PLAN TOP 22" OIIM. SECTION A -A 24V4" CIA, " MACHINED r COVER B 22W DNA TRAFFIC CONDITIONS i,o Di b ❑Ors`• 20" DNA, i4~ R A \'watT�t����y-� LUTERINGI f ' 24' DNA. I Elof) ,Q_t .o 33' OUL , o; q P ❑ COVER Les RR i► FRAME ETTHER COVER A OR B MAY 13E USED WITH FRAME. TOP APPROX. MIEIGHT 2Y" Olk a X MAC►I'tED 7� �'1 rs"74 0 SECTION A -A SHEET 4 or 5 STANDARD MANHOLE FRAME AND COVER 224 302 VWKWA DEPARTMENT OF TRANSPORTATION REV. 7/02 NOTES: 1, THS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CCNCRE7E TO BE CLASS A3 IF CAST IN PLACE, 4000 PSI IF PRECAST. 3. COMBINATION CURB i GUTTER HAVING A RAg1U5 OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB L GUTTER. 4. FOR USE WITH STABILIZED OPEN-GRADEO DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER__$i* BE CONSTRUCTED PARALLEL TO THE SL9OlP'EE Uwl SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5, THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL A"AYS AND 45 MPH OR LESS N DEVELOPED URBAN i SUBURBAN AREAS. IF THESE DESIGN SPEEDS ARE EXCEEDED STANDARD CG-7 IS REOUIPEO. r:r • D D 71„ e e e G e, = .--.---------- 4z THIS AREA MAY IE CONCRETE AT THE OPTION OF THE CONTRACTOR THE BOTTOM OF THE CURB AND CUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MIIINJM DEPTH OF 7" IS MAINTAINED. SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER �5 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 201,03 PM-4 TURN LANE ARROWS Turn orrows respired in occordome with the folIowimg, unless otherwise dreeted by the Engineer. TURN LANE LENGTH t Mow located of beginning of M vkM turn (one. 301' or "or* 3 orrows � 1 Mow booted at midpoint of fulsirRh turn lane. 1 Mow booted 50' bark from stopbor, 3Q0' ar fens 2 arrows tArrow boated atbegrssng a((dwift turn lone. / Mow located 50' bock from stapbar. I SKIPS Ttwu tors use 10* skips / 30' spoc"g M-" v,ips Transitions more than 100'- use ffiri skips 2' White Skip Line (2' skips / 4' spacing). 4' spacing (on of dud turns) Transitions 100' or toss., do not use skips. Stop solid yellow Solid white fine to end V White Skip linefine at the beginning of the radius. I of transition unless ob!Z r ed 30, S�i^4 y Engirmw. - - - - - - +- - Said white line to andgmusp orr rwxe equr the --------- TOO,W • - sow white r r 2' White skip Rne 50• No edge ins required where Curb and 4, Spacing ottom of arrow unless tj gutters present irMicoted by the pBp Iul�w�tugrn kale. Engineer. Dade solid yellow ins. DETAIL FOR LOCATION OF Ngtes: EDGE LINES ON CURB SECTIONS ; OF ROADWAY (NO GUTTER) ; loct�atedurrss shown (n thin e trrafrfics'ggnofpplions. TS ; Mows sholbe, in occordonce with the FederdMUTCD. ♦ + 4" Marking Spacing t)etween double solid yellow titles sflallte 4". e • i No edge fine rag fired where curb and gutters present unless indicated by the Engineer. B 4'" TYPICAL PAVEMENT MARKING FOR SIGNALIZED INTERSECTIONS VIRGINIA DEPARTMENT OF TRANSPORTATION 130189 T-M4-2 zrtm MH-1 FRAME INTERLOCK SHALL BE PROVO" BY AND COVER rDIAMETER HOLES, 3" OVAL SLOT, OR OTHER VOOT APPROVED METHODS. H FOR 4 STEEL DOWELS. ~ ( IN. CENTERS TO BE W*APART, FT. FONOTE S. SEES N ES 7 I 4" MN. �)2' MAX. N NOTCH,DOWELS.KEYS OR OTHER VDOT APPROVED MEANS OF PROVIDING POSITIVE INTERLOCK ARE TO SPACER UNIT BE 04CLUDED IN FLAT SLAB TOPS USED N H CONJUNCTION WITH CURB DROP INLETS (AS REQUIRED) LOCATION, SIZE AND SHAPE OF HOLE MAY VARY DEPENDING ON THE TYPE Of STRUCTURE. �2. 0�- w{ STEPS Q0.) I �+--2.-0� I 6" STEPSUS REO'D.T 2" MAX. ' H S. 4'-0" 5" / VARIES ` / 5" MIN. FLAT SLAB TOP UNIT 5" Nei I 5"+- - 4'-0"----""CIS"tom' NOTES: CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT 1. SEE GENERA. NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS. -14" (LIN, FT. FOR S, SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS MANHOLES) DIMENSION, ETC. "GRADE RINGS" OR ADJUSTMENT RINGS". 2. ALL SPACER UNITS. FLAT SLAB TOPS, AND TAPER LINTS ARE TO BE N ACCORDANCE WITH THE REQUIREMENTS 7. WHEN SPACER LINTS ARE REOUTRED, "HF' IS TO BE MEASURED FROM THE TOP OF THE UPPERMOST SPACER. OF AASHTO M199. & SPACER UNIT IS TO BE DOWELED OR MORTARED TO 3. CONCRETE SHALL BE 4000 PSI. TAPER UNIT OR FLAT SLAB TOP, 4. FOR STEP DETAILS SEE STANDARD ST-1. 5, DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. STANDARD PRECAST MANHOLE TOP UNITS REFERM K)5 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.0g NOTE: CC-6R (COMBINATION CURB AND REVERSE GUTTER) IS LIKE A CG-6 WITH THE GUTTER PAN REVERSED TO ALLOW THE WATER TO FLOW AWAY FROM THE CURB, J G'NiA �R , QJ Z-) wa- GQ 0.0w a0 �z 4Y7) �Oz 0 w0w w > CL LL o 0 QPv3� _ .. V (13 >Q 4- U y � L Q V Q CO O v I N co In N O 0 Q r S 0 J Q CO CO 06 > 6 0) L J �, d N cmij c 0 0 U Ln (3 v F- IL In _ L •fL 0 L � L 3: Cn n O a� 0- Lw N O W Z J W U N 111111111111do w f- y Z Z W 705 Z 0 -U = F_ o � 0 U m W Q Z o U w D o NY 0 � co In "' (:D w F- , CN o CV O O Z O 0 O = V) V)O L>- N I- z Cn � W '� V / w m � a v � o v Z 0 W > w� Q Q _ U w Lij F (D z L,J z w d (n 0 U) (n w d L�_j LLJ V (n W O W Q O Q Q ¢ U U < o z U Z o Y U r 0 ! Z fi r7 c N Z Lj C) 0 U U) a c 0 0 C_ U Q ti 3 a_ 0 0 �I- 0 0 N N N _o s 3 w 0 0 rn U / c 0 c Ld 0 I CO N U 0 si 20M Fdition Option: The .side of a, raised pavement marker that is visible to traffic proceeding in the wrong direction may be red. Stu If raked pavement markers are used to subollute for broken line markinA a group of three to five markers equagy spaced at a dlstanct no greater than NIS (see Section 38.11) shall be used. N N is other than 12 m (40 h), the maarkm shall be equally spaced over the line segment length (rat 112 points for 3 markers, at U3 points for 4 markers;, and at 114 points for 5 markers). At least one retrorellective or Internally Maminatted marker per group shall be used or a retrortflective asr internaW illumninated marker shall be installed midway in each gap between successive groups of nouretroreftecti m markem When raised pasvem ut markers substitute for solid :lane line markingst., the msaa`keers shoo be equally spaced at no gmaur than N/4, with mdramflectivt or i*t&rwWy Illuminated waits at.a.spacing no greater than Na. auidanoe. Raised paveumuerat markers should not substitute for right edge line markings. Standard: When raised pavment markers substitute for doW Bores, they shall be spaaced at no greater than lwl14, with not less than one raised pavement marker per dotted lbw. At least one raised marker ewny N shall be retrorellective or Internally illuminated. Option: When substituting for wide lines, raised paw meat markers may be placed laterally adjacent to each other to simulate the width of the line. Section 3B,1.5 'Lksattsv m Markinp Stawlard: Transverse rtaarldngs, which Include simulder t_rhsinS% word and symbol nawMng% stop ling, yield line& crosswalk Imes, speed measurement markings, speed hump rnarkh►gs, parking space twsrkingr„ and others, shall be white unless otherwise sspetMedl herein. Guidance, Because of the low approach angle at which pavement markings art viewed, transverse lines should be proportioned to provide visibility equal to that of longitudinal lines. St Bard. Faa+wrnrent marking letters, n and symbols stall be indust in aecoMancte with the p nt Marktrgs chapter of the'`Strandard highway Signs" book (see Section iA.l l). Section 38.16 gtam and Ydejd Standard: If used, stop lines shall consist of solid white fines extending across approach Ines to Indicate the point at winch the stop is ink2ded or required to be made. Bused, }acid lines (see Figure 3B44) shall consist of row of solid whkt isosceles triangles painting toward sppreaebing velrir;les evt�ing amass approach lanai to IndicaM the point at which flit yield is Intended or required to be made. Guidance: Stop litter should be 3W to 600 tram. (12 to 24 in) wWc. Strop lines should be used to inadicaW the point lKtind which vehicles are required to s , in cctmplianae with a STOP (RI-1) sign, oalfiic control signal, orr.some other traffic control dewier, except °1dIE signs. The iindividual triangles comprising the yield line should have a base of 30010 600 amra (12 to 24 in) wide and a height equal to 1.5 tinm the base. TTnc space between the triangles should he 75 to 300 men (3 to 12 in). Clptiow Yield lines may be used to indicate the point behind which vehicles are required to yield in compliance with a YIELD (RI-2) sign or %V'wJd Here to Pedestrians (RI -Sur P1-5ri) sign. Papa 311.32 SUL U.19 u - 7Urn Lane -Use Armwv a, Through t la1@- se Anow 2A M ,(8.5 R) I "NOP11 c-horn and Through Lane -Us* Arrow d - Wrong -Ways Affow 72mC235to 3.9 m (12.15 fQ-------- ----( e - Wrong -Way Aglow Using ft hwaffective Raised Pavement Markers • • 675 min+ M rem ULU om 3s>te 24sit3 FAilion t - Long -Reduction Armw l5' TO, 61 200 r"~ Edgiw of Pavemcrirt TAkm sires kx 00MV31 itttteEiifllhtft;• rtGrs Wdy be ndssaett apprakft se y C0*V9td for fttr+ speed urban cendtium foresee siz= may to naadW for freaw&A, abown a wrage tpeedr, wid tracer cr� wcatiotts. A narrow tdaVated arrow dexign is optaond. For Rropar proportion, see the Pmmwnt Marls chapter 9f �4 n salt�r�y{Y ��' ir40k. ( �04'� 1A.atj. 2i1(#3 Edition fte 2B-1 CHAP'li R 2IL REGULATORY SIGNS Section 21R,011 Appitation of RojabWLSIM Standard: Rtgulatory signs shalt be used to Inforrn read users of selc etted brafflo laws or regulatiom and Indicate the applicability of the leggy requhvmeals. Regulatory s*n s shag be Itlrataftd at or xmw wbere the regalatlow .apply} The signs shall clearly indtcaate the requirentents I. try the aplations and shall be desipied and Installed to provNe adequate visibility and legfbft in order to obtain compilaum ftWatory signs shall be tetronfiective or illunrinatcd to Wbow the statue shape and Aniter Wor by both day and night, nulto s y stated a6mmise in the hnct discussion of a parrtindar sign or Vosap of sigm (twee Section 2A.Ofi), The xequirem, a nts for sign Illumination still .not be Considered to be saddiied by street, highway, or strobe lighting. Section 2B.02 L%sign of acgulv=Suns Support: Most regulatory signs are rartangul;ar, with Cite lantgeradimension vertical. The shapes and colons of regulatory signs +arc listed .in Tables 2A-3 and 2A-4, eespecdv4y. Exoppliorn art s ifieally noted in the following Suctions. TU use of educational plaques to supplemmi symbol sinus is described in Section 2A.13. G uidame- 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 ciwle and slash as closely as possible. Section 2B.03 She 91 gull n-sift Standards The sties for mguh tary signs shall be as shown in "Table 28-1. Cuidanm- The Freeway and Expressway sires should be 1 feat higher speed applicanons to pa ds larger sigTas for increased visibility and teeognition, Option: The 1411inimum size may be utsed on low -speed roadways ays where the reduced legend size would be adequate for the regulation or where physical conditions preclude the use of the other sires. The Oversized size Tray be used for those .special appplicadons where speed, volatree, 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 (six Se=on 2A.12). Section 28.04 STOP S1en (ilt-1) Standard: When a sigh is used to iodinate that traffic Is always required to stop, a STOP (1114) sign (see Figure 213 ) shall be used. The STOP sip dcall be an octagon with a while lqtend,and harder on a red background. Smwdary kruds shall not be used on STOP sign faces. If e, a s emeutal plaque (It14 or R1 1 be used to display a secondary legend. Such plaques (sera' Figurvt 2 .1) shall ha* a white legleusd and I arder on a red background. It the number of approach legs controlled by MP signs at an intersection is three or snore, the nmmoeral on the supplemental plaque, If used, sbali cormpond to the actual number of legs controlled by STOP ors. w Z At i�a:�seCtltms where rill a aclde�s are ctentrulletl b S'I'fil' (see Sectiara _ a ��,,,gj��,� r p (y�q lasrr�utaal a"?riFs�i ( r"im..s l9 plaque (RI-3 or RI A) still be rarouritaesi below >SWI P:siign. Option: The ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (111-3) suppleanental plaque. Suppna The design and application of Stop Beacons am described in Section 4K:Or5. cart. $Bast w 2644 2003 Editinm Paige 28-9 Once the decision has bexa .tn>sdo to instaTi taco -way strop cal, time tlisiota rcgaeding fire Appropriate street to stop should be based on engimming judgment. In most cases, tine street carrying the lowest volume of tea> is should be stripped- A STOP sign sboutd not be installed on the major Mat unless justiiiled by a traffic engineering study, Support The followingwe considerations that nd t influence the decision r a the . Sb nS aPpn°l?rim soma Pon which to install a STOP sign wharc two streets wilt relatively equal volumes andfor characteristics interseat: A. Stopping the direction that conflicm Cite most with established _peclftWan crossing activity or school walling routes; B. Stopping the direction that has obscured vision, dips, or bumps that already require drives to use loss operating speaetis. C. Stnppia$ the. tti tinsn cheat foes cite lon_gcst dMove of unint"rupted fiat+ appnoa�eXng the intersection; and D. Stop aim$. the tfinsetsvzr thud has the best sight distarnaa to nflict ng tral7te, rite use of the: STOP sign cut bigbway-nila�ad grade tsiaugg is d>esct fled ire 5unetitetl $l3:Oq. T110 use of t]t�e STOP sign at highway-leght rail transit cr+ossingv is described in 3semon Ic1C.44. Section IBM STOP Sign Bacagm nt Standard-. The 2C.2p sslta00P sign 1� in advance installed flu right @ of the a to which it rrpplGes. irNhrsra the S TOP sign is Installed at t requimil l and visibility is trd, a Stop sip (scg Section of the MP sign. The STOP sign shall be located its chow as practical to the Interaction it regulates, while optimizing its visibility to the road riser it 1s l9ended to r+egralaec STOP signs and YIELD ftm shall not be mounled an the same post, Guidance: Other chart a DO NOT ENTER sign, no sign should be mounted b=k-to-back with a ESTOP sip in a mmcr thae obscures the shape: of the STOP sign - Support: Sec on 2A.16 contains additional information about separate and c owbined mounting of other signs with STOP signs. Guidance: Stop lines, when used to supplement a STOP sign, should be located at the point where the read user should stop (see Section 3B.16). If only ofte STOP sign is installed an an approach, the STOP sign should not be placed on the far side of the: intersection. Where two roads intersect at an acute angle, the'STOF ,sign should be positioned at an :angle., or shielded, so that the legend is out of view of`traffic to which it does not apply. Where there Is a marked crosswalk at the intmeation. the STOP sign should he installed in advance of the crosswalk line nearest to the apptnaching traffic. Option: At wide4hroat intersections or where two or more approach banns of traffic racist on the signed apFoacho observance of the stop contnul may be improved by cite ansmllation of an additional STOP sign on the lam side of the toad andlur the use of a Stop lino:. At channelized intr taoats, the additional STOP sign roomy be eflibaively placed on a charmetizing, Man& Support: Figure 2A-2 shows oex ample$ of some typical placements of STOP signs, ,%cfion 2B.07 Matltiwavfnp A ea s Support: Muitiwaay stop corool coca be useful as a safety rneasr m at Wersesctions if certain trafiar conditions exist. Safety concems associated with multiway stops include pedestrians, bicyclists, and all Twd users impacting other road users to stoop. Multiway stoup control is tamed when rise volute -of traffie on the intcrsev-ting roads is appruxiartately equal. The "arts on the use of MP signs a%cribed in Section 213 05 aalso apply to rr ultiway appli son 2BAS err ffiAT May 2M Page 6I1-12 Typicul Tra e Control on S'i oiddrer Mgm TTC-4.4) DWM Guidtas .- 1, A MAO WORK AHEatlsip ar WOOL= WORKAMAD sin 4hould Abe plawd on life i* sifter of the roadwayforair dividedor ssrW a* ifdha> ti4how1dr fs af'eacded L $ign spate shmdd be I30O p15f30' for limited ace= A4vbvap. and on all other rmo'wuayts 500'-800' 14' em the poled d �d f1wU 19 gr eamr than 45 mph, 4n$ 350.500' whem tine pwtesd sad email 45 mph as rsrt wer. Standard: 3. Channelizing device spacing shall be at the followings Posted s (mph) TraaStion Spacing 40' Trawsatwray Spading 44' Si4 4. IMe buffer space Length shall be as shown In Table 68-4 for the posted seed Rmlt. 3, Cone Taper Length (IL): Speed Paper Langtk 1.imdt Lance Wdtls In Fat I _. ,'. 148 11 12 25 03 115 125 30 ISO 165 ISO 35 205 225 245 dS 270 295 32e 45 450 4 (Shoulder Toper =1.13L 14 lm ) 5D Soo 8 55 5" 60 "0 0 668 770 65 650 715 - 780 6. A shadow vehicle with el&er an arrxruv bomM operating In the awitlopmoft, or at leash am high - Intensity amber rotating,, asclEating. or strobe light stall be parted 040111 In aftanee � of the first woat'ic screw. ftim: 7- F0rAWAn1y&MWUWffi19f§QMkWWg aft signs and ehannelizirata devises w elirtt>aNy if gyvelsiele tivi him tr iiy.�it1,.... ' Iin +�Giliati:tg�� �rntse 3it>"Ii� is�w�d. used to stt+aiae liable, Standard: 9. When a slderwttl lac hkhway wl&W the temporary traffic Matral zone, addifisjud traffic as needed. a�ontrol devil shall be plamd May 2005 Pap 6H-i 3 END FEND G24-2ct ROADORKt.x.. ROAD WORK J BOW 9 P I� JLU cMTEO t'LAWIC A113ER (CAVTION *ME) a TYPE 8ORC w COWS- SEE NOTE 3 La RIGHT RIGHT SHOULDER SHOULDER CLOSED CLOSED VW-23 EAD AHEAD AH48" X 48' 4V SEE NOTE 1 Z ROAD ROAD WORK WORK AHEAD AHEAD W21-4 48" u 48" t t Shoulder ftare 4,0) My 2W PJV, 6_ t CHAPrER 6F. TEMIMRARY TRAFFIC CONTROL ZONE DEVICES SKIles 6p.01 J` OM of a Sin: Whenever dlw acronym " TTC" is used in this Chapter, it refas to "temporary traffic control", Standard: The needs arA caartr+ul of oil road users (nvaterists, biryw~lisusa, and pedestrisms within the htgbway, including persons wl M. di flues In sow-rdance with #toe Aw ricans with DIsabiildvo Act of IM (ADA), Title IL, Pwagraph 35.134) through a TTC zone shall be an enea oriel part of bigbwaayr construction, udUq work, maintenance oapersdon% And the management of traffic hKidents. t;iukiance; The design and gpPli o" of 77r devices nud in MC zoos shmdd conskkr the needy of all rm d' ewers (nwarbo, bkyefi m and,pedestrims), i'recrre &iV chase with t6whifid es. 11ke special needs and camirol .of nmara r ,Aisle shwdd also be c omiderred tfir a M zme- swpow F HWA policy requires that all roadside appurtenances such as traffic btasrrie n, barrier terminals and crash mbioms, bMp railipp, sign and light plc su and work more hwdwa m used on the National Higbway System meet the craslevrc dhy performance taiteria contained in the National Cooperative Highway Resemh Program (NC1 ) Report 350, 'Rewramended Pre" dures for due Safety Performa= Evaluation of Ifigbway Featurce. The F'HWA websit>e at "httpJlsafetyAivra.dot.govAraegmrL4dwada3dt hardw we,htm" identifm all aucla hardware and includes copies of FHWA accepUnce letters for each of than, In the: age of proprietary stems, links am provided to manufacturers' websstes ass a sourest of detailed information stet specific devices.. The wcbsite also coaWns an 4 Ask time PxperW' sectionwhere questions an roadside design issues can be A listing of apprtsanod dear ces for use an sfift maintained roadways is also available on VDOT`s web site at Vig0nJs0 erg, mess Coaster, LocAtion and 1pesign Division. Cwtivmrdtinm and crashtesting information on devicesdescribed in Part 6 are found in AASHTO's "Itssadrside lt'lcaign cmide, {sue Section IA. t 1 of tine MU TCD). As stated in Definition 5 in Soction 6A.02 of this nrmtrbl, "crashwortby►" is a chwacteristic of a roodsidic appurtenance dial has been awcessfittly crash tested in nocardanoe with a national standard such as the National. Cooperittivc fthway Rescamb Program Report 354, 'Ircommeanded Procedures for the Safety Performance Evaluation at 5ig9 way Features." Standard: Traffic control device shag be defbned as all signs, sfgtds s. marltings, and other devices mead to reguUte, warn. or guide road wers, placed as. ow, or adjacent to as s>tmt highway, peadestrion fncillty, or Wwway bysatlinlrity of public body or cisl ILsving jurisdiction. , All trafils routnA dedcas stead an street aad highway tomstruction, maintenwnee, utititty, or Incident maasnotpmerut rn ssball conform to the applicable provisions of this Manual. Section 6FA2 Gelkspi QU&%jrocs o suppori.. TTC sae signs convey boib gvveral and spocific menages by means of words or symbols and have the same three categories as all road um signs- regurl", wwainS, and guide. Standowd, The colors for YWIntery signs shall follow the Standards for regulatory signs to Table 2A4 and TT manes staff lei n black 1 and border OB aner aB of late lit 1os � Warning orange background,, acept for that Deb y . Il Craft Craning Advance Warning (W10-1) sign which sliarlll iraave A blikk legmd and _border go a ye:naw baclWound, and execpt for signs that Bare permitted in Paris 2 or 7 to home Roomvent ream backgrounds. Colors for guide signs shall follow the Standards in Takle 2A-4 and Cliaipter 211of the KUTCD, ezeepet fir gW& signs as noted in Section 6M. rap OF-2 May 2003 Standard., 11fleetive sheeting used on orange conMvt*n antd malstesance activity signs sitall be fluorescent prisu atic buss type emAwming to Seefies 247 of the Vkonia RwA and Bridge Specilleatioi& supp o& The tluorteseetxt versions of orange Provide bighcc con*kuity than standard orange, especially during twitigkt, 0000. VV e tcgendandl border on a fluyacsompink backgm" l�isthrae a siatn>d thaat aa+e still axnaJieabia rtrav r�nmin far nlaca . 3mllwztnen s #'otr bicUae aa►r1 sets 1 ssyasrtiatt sfan its a j tll+l0on, ft 'sew 9 flummeent yellow Green baskasmund_ for pedestri�.. burvclea �•.:+ sl�rar�Edtfllt.�P�y used in TTC xarrtrs. Stand orargg„� l�tOl# t1S lights inay be uaod in aaoninrtction with aiazr>s. Standard: When standard orange flap or flashing wavning lights are used In conjunction vdtb sigrus,"shall Port block she silo face. Oaei' signs wed w admut warnft sh old be 48 inch try 48 imeh, treeless preve► fed by ri&-elf-way s+swds^tlotus or atppnwrd by the Dish-ki 7'r#ff k Ejgimer- IbRIAW040-0.41'S 81tu71 in - a i 9i>d t il' or b such as Standard; Devlaflaw f im standard slues as prescribed herela trhasll be to 6 inch iaccrrser ntL Sign design -details tut contained in the '"Standard Nghway Signs°" book (me Section IA-11 of OK MUTCD). Standard: Ali sips used ding day and night shall be r etrorefleetive with at material drat has s unuoth, sealed outer surface, Neu ve signs, such as rush signs, shall not be allsed due to fading, sunlight shhdag tbrolrugh, and Improper use during hours of dalrkROL ties: shear mawv be nude of ri 'd or llextft Guid vwe: Advamv wammg s shmaald be reviewed on a pench is bsacafs durft the shift to ea we amasya a> kua Am tw abwoared time rattan-reflwtw#y or Wsibilalyy of the sign tr'xi, Standards Post- shag lie made of materrl2l subytrate�s for meuffW on pi nMe m drus, Type M ,b ud portable Sign stands shall be either a tfeattde retsrrrrellectfve toll -up material, or a GA Inch thtck corretpud payMpykne or Polyethylene plastle m atedaal, or a OA79 inch thick W, was aerated p de laminate NCR mat and s be the same material that was and when the devie:t wI*Test Uvsel 3 requfrentents. Section W03 SgLJJLVJDW 0uidamce_ :S'ifgrrs sslmuld be lbcaW on the rlght.slttle of Me midway treeless aatherwLw suaocifiad in Pubt 14f~4 s- z w o ZO U fl Z w CD U Cn p W w p Cn to w a 0E � � \�GaNtA J J Y O 4 3 CO Z -1 , w Z Q O 2 w t cr afOw Z 0 m ¢to F-NZ 2: Vo Wwo V)'` N d �o wow A. Li o U 91>� o w s- I- Z V) W n_ w rn Z O V) w 0 tl vi �4-1 U U) O � Q O I N sn Ln N -p O O d Q o "' O J Q (D QD 06 C6 ry > 0i M '- � rN C 0 0 p rn o r- r- U I- u. M u� O L � L N f` = to + = vi O ,*.a a) 4.0 C CU Q' CL w J O W Z g W U N Z O Q Q 0 Z CV 0 i- <L V) Z) C) w QQ U 0 cn 9 Z CD fY v Y ® W W Z w w to E II 0 Tel �j O C Z .O Q (7)U M U O P LLJ 0 i z Y zio v 00 = w tV 0 U I. V- as IS-1 ►. i /j Shope to elevolion of mid -point Of largest pipe. I j: I 1 I ` 1 I shope la rnrPotx 1 Of pipe, � \\ �........... a ±?•7 �j t,._.- �• Sii^i.., C-"r/ AJy///�/ ��/ Stoll b Mall 10 Mweil Of A outlet pipe. SECTION A -A METHOD OF TREATMENT IN DROP INLETS Transition between pipe diameters \ when different sixes of pipe are e twunlered. NOTES Shaping of manhole and inlet inverts in accordance with this drawing is to apply to rise structures o .�'y- , / Slope to droln to invert .4 o1 outlet pipe. ' of strut on plans or when" invert of pipe is above invert o1 structure. 4. Manhole M Mop inlet K 60 be farmed and cOnsfructed in accordance with applicable standard or special dowry. The invert %)cpup as detailed hereon is to consist of a Portland Cement Concrete mot conform nq to A Class 3 or Class CI,except thot 25%o1 coarse aggregate may be to 4- in damelar and consist of stone, broken both, broken concrete, a b oken concrete dock The surface sha11 W left smooth meoro • e T"U `'� ,,.- 4.' of how frowetling. None of the Corse Oggregofe sib remain exposed. I • i. , Deloils of Invert shaping as shown hereon are tar example purposes only. Y • . • Eoch manhole or drop inlet is t0 be $hoped individually t0 best fit the "----•-' •� -. poncculor inlet and outlet configuration and flow tlnes, �---- . PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT At TRANSPORTATION 10608 NOTES DI-7.7A78 1. DEPTH .DE INLET (H) TO BE SHOWN ON PLANS. io B i 8 2. THE "HT DIMENSION SHOWN ON THE STANDARDS ----. AND SPECIFIED ON THE PLANS W4.L BE I MEASURED FROM THE INVERT OF THE OUTTALL ..... ----- . . ._._..I._._._ _ PPE TO THE TOP OF THE STRUCTURE. -H­PLAN -OIIENSIORS ARE APPROXIMATE ONLY ------ FOR ESTIMATING PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. MAXNUIM DEPTH (H) TO BE t2'-8. PLAN PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS (COVER REMOVED) A-4'-4" (t2" - 36" PPE) (COVER REMOVED) TO BE SHAPED N ACCORDANCE WITH STANDARD IS-1. THE COST OF FIRN.S" NG AHD PLACING ALL B-3'-0" (12' - 36" PPE) GROUT MATERIALS NCDENT& TO THE SHAPING IS TO BE A-V-10"(42" PPE) B-Y-6' (42" PIPE) CUNGRETE COVER INCLUDED N THE BD PRICEN FOR THE STRUCTURE. (FOR DETAILS SEE 4. N THE EVENT THE AVERT OF THE OUTFALL _ CONCRETE COVER SHEET 2 OF 3) POPE IS HIGHER THAN THE BOTTOM OF THE (FOR DETAILS SEE AGGREGATE. STRUCTURE THE INVERT OF THE STRUCTURE - -" SHEET 2 OF 3) SEE NOTE7. SHALL BE SHAPED WITH CEMENT MORTAR TO AGGREGATE. SEE NOTE? PREVENT STANDING OR POhDNC OF WATER N THE STRUCTURE. THE CAST OF FURNISHING ' WEEP HOLE. av n WEEP HOLE. AND PLACING AL MATERIALS INCIDENTAL TO SEE NOTE 8. SEE NOTE A. THE SHAPING IS TO DE INCLUDED IN THE 80 y t PRICE FOR THE STRUCTURE. 5' I LIFT HOLES "-STEPS, STEPSSEE NOTE 5. SEE > S. STEPS ARE TO BE PROVIDED WHEN H IS 4--0" f OR GREATER. FOR DETAILS SEE STANDARD ST-1. _ 6. REINFORCED CONCRETE FOOTING MAY BE r-. 1 PRECAST OR CAST -IN -PLACE. TWO LIFTING X i O i X HOOKS OF FABRICATORS DESIGN TO BE s� i I PROVIDED N PRECAST FOOTING 7. 4- DEPTH AGGREGATE 166.878. OR 18 X 6" WIDTH. S. 3" DIAMETER WEEP HOLE WITH 12-Xt2" PLASTIC SEE NOTE 4. -HARDWARE CLOTH "A" MESH OR GALVANIZED SECTION A -A SECTION B-B STEEL WREXLOM UM DIRE DIAMETER DAIS". CAST IN PLACE FIRMLY to � OUTS OFCLOTHT D PRECAST FOR USE WITH t2" TO 42" PIPES 9. THE TYPE OF INLETN (PRECAST OR CAST N PLACE). NOTES (CONY) DETAILED HEREON TO BE CONSTRUCTED WILL 8E RECOMMENDED MINIMUM HECHT CHART PPE SIZE H DIMENSION CONC. ICORR. METAL 12" 2--6" 2'-5" IS" 2'-9"/4" 2'-8' 16" 3'-On/t- 7-1T' 2r 3'-3jri" 3'-2' 24' 3'-7" 3•-5" 27- 30" 4'- 1/2r 3 tr 33" 4'-4y4" 4•-2- 38" 4'-8" 4'-5" 42" 5'-2Vj All A 0. PAVED DITCHES ARE TO BE TRAISITIOED TO MEET INLET GUTTER AS SHOWN IN STA)oARD PG-2A 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS, INCREMENT PER FOOT OF ADDITIONAL DEPTH (M) 3 ,� 0.362 CU IPPE) YDS.l44" PIPE) SHEET 1 OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VRGNIA DEPARTMENT OF TRANSPORTATION 104.22 �78 DETAILS OF CONCH COVER ffib GRATE S.-4- 2" OIAMETER SAR 0 wea LBSJFT. NOTE OR NO. BILLET STEEL BAR • 745 ATE LILTS./FT , CASTM A61S, GRADE so, I. GRATE A IS TO BE UTILIZED N LOCATIONS NOT NORIAALLY s - SUBJECT TO TRAFFIC, LD Z GRATE 8 HS TO BE UTtQM N LOCATIONS NORMALLY jA SUISJECT TO TRAFFIC. CIpR �P L2"X2'•X% J CRAIEE(CRAT 8)TAILS Of �SEE T-a-7 C "1" �X,4 ' I STAB y¢ L27 cry, XIA., SHEET 103,0e. CONHEcfOR DETAIL A 4. CONCREIE COVEARE TO BE FN R ANIDD CRATE CRATE -TYPE SNCLE UNIT. OUTSIDE le�B 4FRGMRPLANS) QEODeARi at 3-n 21 11j.^A(CRATE Al PLAN VIEW OR 3'-4" X 2 1 t (GRATE 01. SEE DETAIL N * S. ALTERNATE � ANGLE WILL BE a •' SECTION A -A t w AC E�£ F APPROVED BY THE 3/ - SECTION B'B 0. CRATE AMID COLLAR ARE TO BE CRATE A;GALVANIZED. APPROXIMATE OUANTITIES APPROXIMATE OUANTITIES CLI�CISSETE S12EL ' 0.423 C. Yj 53 LEIS- AR�ACINGG 1 TYPE A 8 E ' 3" r r 7. CONCRETE COVER NAY BE PRECAST OR CAST IN PLACE. S. CONCRETE ti0 BE CLASS A3 F CAST N PLACE. 4000 PSI F PRECAST. • 9. GRATE WARS TO BE PARALLEL TO DITCH FLOW. DETAILS OF xUTT R_ARD_ METHOD OF PLA�FMENT NOTES I• 01-7 NO GUTTERS. 01.7A NO GUTTER N ONE DRtECTOM. 01-78 GUTTER N BOT14 DIRECTIONS, 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER ARE TO BE DOWELED WITH 04 X 5- SMOOTH RODS 0 APPROX.r C C TO PREVENT SETTLE- MENT. N LIEU OF DOWELS A 2" x 4" NOTCH AY W_ PROVIDED. SEE STANDARD T-01-3.4 ALTERNATE DESIGN, 3, VARIABLE 2r1 OR FLATTER. 4, DITCH GRADE MOST 13E ADJUSTED TO MEET SEC IMONLNCE N ELEVATION. SEE LONpTWNAL S. F DEPTH 401 BECOMES LESS THEN 4%LENGTH BY HE OF WINGS Chao. BE EXTENDED AS 1xRECI, IL C RTAN WALL TO BE LOCATED AT 1HE END OF THE PAVED DITCH SECT04S Or THE 0I-7A M 00-78 THAT ARE NOT AOUTTED 9Y OTHER DRANACE. 7. F IIDIEIAL DITCH GRACE IS Too FLAT TO ALLOW FOR ADI�gTED GRADE TO NLET A SPECIAL GUTTER QETAL WILL W_ REOURED ON PLANS, ;. Nut �•. 0 r ,S•-7-,•CH Y E SECTION A -A SEE NOTE SEE NOTE 3 SEC NOTE a � NOTE3 EOIN SLOFZS FLAT ONE STEER SLOPE r'-'A ONE IN TERLE ATE.SLOPE x , t DITCH INLET ?•. .04ILET . - r D 0 GUTTER UTTEMJUSRGRAD ►iEl (4--A 6 INLET ELEVAIM TYPICAL ELEVATION SEE NOTE J SEE AarE SEE NOTE 4 SEE NOTE 3 ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXWME QUANTITY FCR E CURTAIN AtI, MEASURED FROM eoruONOF GUTTERW CONCRETE CLASS A3 0.241 CU, YDS. 7. CONCRETE COVER NAY BE PRECAST OR CAST IN PLACE. S. CONCRETE ti0 BE CLASS A3 F CAST N PLACE. 4000 PSI F PRECAST. • 9. GRATE WARS TO BE PARALLEL TO DITCH FLOW. DETAILS OF xUTT R_ARD_ METHOD OF PLA�FMENT NOTES I• 01-7 NO GUTTERS. 01.7A NO GUTTER N ONE DRtECTOM. 01-78 GUTTER N BOT14 DIRECTIONS, 2. JOINTS BETWEEN GUTTERS AND CONCRETE COVER ARE TO BE DOWELED WITH 04 X 5- SMOOTH RODS 0 APPROX.r C C TO PREVENT SETTLE- MENT. N LIEU OF DOWELS A 2" x 4" NOTCH AY W_ PROVIDED. SEE STANDARD T-01-3.4 ALTERNATE DESIGN, 3, VARIABLE 2r1 OR FLATTER. 4, DITCH GRADE MOST 13E ADJUSTED TO MEET SEC IMONLNCE N ELEVATION. SEE LONpTWNAL S. F DEPTH 401 BECOMES LESS THEN 4%LENGTH BY HE OF WINGS Chao. BE EXTENDED AS 1xRECI, IL C RTAN WALL TO BE LOCATED AT 1HE END OF THE PAVED DITCH SECT04S Or THE 0I-7A M 00-78 THAT ARE NOT AOUTTED 9Y OTHER DRANACE. 7. F IIDIEIAL DITCH GRACE IS Too FLAT TO ALLOW FOR ADI�gTED GRADE TO NLET A SPECIAL GUTTER QETAL WILL W_ REOURED ON PLANS, ;. Nut �•. 0 r ,S•-7-,•CH Y E SECTION A -A SEE NOTE SEE NOTE 3 SEC NOTE a � NOTE3 EOIN SLOFZS FLAT ONE STEER SLOPE r'-'A ONE IN TERLE ATE.SLOPE x , t DITCH INLET ?•. .04ILET . - r D 0 GUTTER UTTEMJUSRGRAD ►iEl (4--A 6 INLET ELEVAIM TYPICAL ELEVATION SEE NOTE J SEE AarE SEE NOTE 4 SEE NOTE 3 ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP APPROXWME QUANTITY FCR E CURTAIN AtI, MEASURED FROM eoruONOF GUTTERW CONCRETE CLASS A3 0.241 CU, YDS. APPROXWME QUANTITY FCR E CURTAIN AtI, MEASURED FROM eoruONOF GUTTERW CONCRETE CLASS A3 0.241 CU, YDS. AT THE OP71ON OP THE CONTRACTOR. 15. 01-7-------- NO GUTTER $0. FOR DETAILS OF CONCRETE COVER. COLLAR AND DI-7A------- S94ME GUTTER WHEN DROP INLET CRATE AND THE METHOD OF PLACING APPROACH IS ON A GRADE. GUTTER SEE SHEET 2 OF 3. 00-78------ DOUBLE GUTTER WHEN DROP INLET n. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 IS N A SAG BETWEEN TWO GRADES. (3000 PSI), PRECAST CONCRETE IS TO BE 40GO PSI. 16, FOR DETAILS OF PRECAST a•7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103.Ot r1 CONCRETE WAN11TE5 SHOWN ARE FOR INDICATED FOR PRECAST GENERAL NOTES, PAGE 103.02 AND FOR DEPTH 041 WITHOUT PIPES. THE AMOUNT DISPLACED BY PIPES MUST BE DEDUCTED TO APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, OBTAIN TRUE OUANTITES, FOR INLETS OF PAGES 103.07 THRU 103.12. DIFFERENT DEPTHS ADD OR SUBTRACT THE 17. CRATE BARS TO PARALLEL TO DITCH FLOW. MPROPIATE CUM YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. PPE SIZE 12' 15" T6" 24" 30' 36" 42" MINIMUM DEPTH 2'-(r -V/4" 2'-6Vr' 3'-r 3'-7%= 4'-2- 4'-8'/a" CONCRETE CUBIC YARDS .947 1.045 1.143 t.339 1.535 L731 1.927 OR FLATTER LOMMTUDNAL SECTION (WHEN INLET IS LOCATED ABOVE NORMAL DITCH GRADE) SEE NOTE S. STANDARD MEDIAN DROP INLET R'EV.7/06 12" TO 42t1 PIPE 104,23 WAIRGINNA DEPARTMENT OF TRANSPORTATION APPROXIMATE OUANTITES CONCRETE a 7 a -IA 01.7E 4CU. YIDS.. 1 NONE T,2i1 2,1•/a IV THE A ONLY). SHEET 2 OF 3 SPECFERENCEFNC 274 RE 241 503 Ot 1 112 SECTION CAST IRON i/Z SECTION STEEL NOTES •p-3,4 2'-7" L 2""/2" X 2n/2' x "/i' 1. DEPTH OF MET (H) TO BE SHOWN ON PLANS. DI-3A.38,3CKEYED Lu s to be 10'-4" bnq FOR DEPTH GREATER THAN to- USE STANDARD FOR DETAILS (IF INLET JONTARSlON CONST. `L tact with coax r'3/i' ON-tA 3'-1p•' SEE 1 L COVER EXPANSION JOr(T BAC►c OF S�EwALK 'c IOOFT5 'fGUT R� a 2. THE "H' DIMENSION SHOWN ON THE STANDARDS TAhDARD IC-2. AR I p B B BARS 2- R A -- A ^' optional N Brace Res CAST GALV. PON STEEL 66 *_ 3 be. 143.6 tbs. includng including lugs tarieectors AND SPECIFIED ON THE PLANS WILL BE 4 MEASURED FROM THE INVERT OF THE OUTFALL y PIPE TO THE TOP OF THE STRUCTURE. One welded PLAN tI DIMENSIONS ARE APPROXIMATE ONLY 17 C BARS B ,''" ----- _ HARDWARE (0�1 fOR ESTMATNG PtPOSES NHD THE ACTUAL 17 - CLOTH DIMENSIONS SHALL BE DETERMINED BY THE . Ied CONTRACTOR FROM FIELD CONDITIONS. + 1R5 F WEEP HOLE. t I SEE NOTE 8 Weld oN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS _ a connectors TO BE SHAPED N ACCORDANCE WITH STANDARD _ P•" , h i to collar IS-1. THE COST OF FURNISHING AHD PLACING ALL W MATERIALS INCIDENTAL TO THE SHAPING IS TO BE IF f aa INCLUDED N THE 80 PRICE FOR THE STRUCTURE. EPS� ' AR F BAR A NOTE S '/2" X Y/2" Lux ga4^J Sh"/_' x 4- 4. IN THE EVENT THE INVERT OF THE OUTFALL , n `r/t• 2.-7.' �/1' PIPE IS HIGHER THAN THE BOTTOM OF THE ARS O FACE OF Cl1HB Stud ea STRUCTURRE THE ADE INVERT THE STRUCTURE GUTTER a " 4, connectors SHALL BE SHAPED WITH CEMENT MORTAR TO nCONT JOINT CRACK CONTROL JOINT " 12" , 9"/2" , PREVENT STRUCTURE. OR POCOST OF WATER 0 1 _'TI N THE STRUCTURE. THE COST OF FURNISHING 6,� PLAN SECTION A -A ,ry AND PLACING ALL MATERIALS INCIDENTAL TO PLAN Ley ,w INLET SHAPNG IS TO BE INCLUDED N TFE BID A Y KEYED CdIST. JOINT (Grote Removed) \ PRICE FOR THE STRUCTURE. AIT�� C L-VARIABLE -MAX. 20' GUTTER 21 " SECTION B-B S. STEPS ARE TO BE PROVIDED WM4EN H tS 4'-0- 6_ p OR GREATER, FOR DETAILS SEE STANDARD ST-1. o $ �` 2" A a H DIMENSIONS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. x CAST ICON ONLY 7. # 4 X 8- SMOOTH DOWELS AT APPROXIMATELY jp 12" C-C TO BE PLACED N ALL AREAS ADJACENT N CURB DROP INLET THROAT SECTION # 4 BARS TO ABUTTING CONCRETE TO PREVENT ;-- ------------------- '------- b•• 03 4'-2-' Hordrara Cloth 2'-6'. SETTLEMENT. IN LIEU OF DOWELS A 2"X4" _ r 2. .7" _ ----- --- 2•-7•• 3'• Diameter y_ - NOTCH MAY 8E PROVIDED. SEE STANOARO ' BARS F ARSE (y. B it : T-DI-3, 4 FOR ALTERNATE DESIGN. , EARS E N BARS • Sao 8 hate' 4H3" DIAMETER BARS B N 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC WEEP HOLE FONT ELEVATION BARS F r- n HHTARREWRECLOMO H'/J4,WMESH IRE !%ARTS O.NI D 1 R 10 n. - r • -': ' _,.. DDDQDQQQDDDDQD ----- _ --_� (GUTTER REMOVEOI }/� 3'-0•' 64 D. CO#w depth Agar. NUMBER 4 MESH HARDWARE CLOTH ANCHORED - LOCATION OF LADLE TO a 1168.878 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ' VARY ET COAST i0 TYPE 12" 08 x 6" width DDODDDDDDDDDOD �'n �^ I 5x"/4" BENT PLATE - •. - SECTION B^B OF INLET CONSTRI/CTEO.- •E 9. CAST N PLACE CONCRETE t5 TO BE CLASS A3 8" --••i{---JJ+�-- - t3000 PSI). PRECAST CONCRETE IS TO BE 12•'-15"-18" or 24" iv 4000 PSI. n N� m� d DDDDDDDDONE ^' i P • t0. ANY ALTERNATE METHODS OF ANCHORAGE TYPE A NOSE DETAIL SHALL BE USED WwtH CG-3 i CG 7 STANDARDS. •' • ' GAL�ANT1Six/4" D . MEETING THE APPROVAL OF THE ENGINEER a A • a • A DDDDDDDDDDDDDO MAY BE SUBSTITUTED FOR THE CAST IRON TYPE B NOSE DETAL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE 8 "/2" X 4' STUD SEAR CONNECTOR fELDED W 11 • LUGS AS SHOWN HEREON. GALVANIZER PLATE FOR TYPE A TO 8E WITH ON AN ANGLE Of 6B•30 TO ANQE RON AT 2 C C. CONNECTORS Alp IS TO BE ANCHORED WrTN P/j X 4" STUD SHEAR NOSE DETAILS W-20 SECTION A- A 1 WELDED TO BENT PLATE AT 2' C-C. 4" APPR. PAVEMENT CONCRETE QUANTITIES FOR MIN. DEPTH 'Y.,I� }: a L a x L a x L WARPED PAVEMENT t2 concrete pare Lt40 Cu. Yds. Concrete SECTION C-C SECTION D-D MIMN�O~� W-�11 t5" concrete pipe - 1.528 Cu. Yd► Concrete �� T --1_-----,_--- 1R' et - t 620 Cu Yds Concrete RUR ALTERNATE DETAIL INSERTABLE SHEET A148 NOTES• i- SEE GEMRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIWNMJM COMPRESSIVE SYRE?IGTH. 3, RrWORCM STEEL IN ACCORDANCE WITH ASTM A-6t5 FOR REINFORCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A -US FOR WELDED WIRE MESH- 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 i M4 CURB DROP INLETS. 7-CACH FACE BLOCK SHA L HAVE 2 OR MORE LOOPS 1403 BARS) CAST BN FACE AS SHOWN- THESE LOOPS MAY 8E t+sED FOR L1Ft AHD FOR TIEING IN. THE POURED IN PLACE GUTTER (SECTION. FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSULFIDE SEALER. IL STANDARD ST-1 STEPS NOT REOUIIED N THIS TOP UNT. SEE ALTERNATE NOSE DETAIL, SKET 2 OF 2 RIB BARS e5 ON 6" CENTERS. r4 BARS cotcr a wipe = 1 I x I 1 = I J r- W 11 24' concrete pipe - 1.817 Cu. Yds, Concrete GRATE DETAIL I t FLOW I .FL4lT w-20 W-2 AM 0,469 Cu. Yds. per I LOCATION OF HOLE TO 1 t>EEP NOTCH additional foot or depth. APPROXIMATE WEIGHT I I VARY ACCOROMIG TO TYPE FOR INTERIOCx Gail �� J JJ DETAIL WHEN USED _ Grate 363 2 18 Ibt FOR USE ON GRADES ADJACENT TO CURB INLET CONSTRUCTED. 11 STANDARD DROP INLETCF161710" FOR USE N SACS WITHOUT GUTTER SHEET IOF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT aECIFICAcE BOTH SIDES TO BE SYMMETRICAL SHEET I OF 2 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' _ 233 STANDARD CURB DROP INLET STANDARD PRECAST TOP UNITS VIRb'IIUL DEPARTMENT Of TRANSPORTATION 302 121, - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 REioa.cs03 VIRGNA DEPARTWENT OF TRANSPORTATION 1o4.ot VRGIIA DEPARTMENT OF TRANSPORTATION 302 104.09 INSERTABLE SHEET A86 PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP Of FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H - GROUND LINE H r .v rrr riiir riir rrirr rrr/ ,, rir rrr rir ri I r// r r rri rr rr /r ROCK DI lr ! D•12- r rr EARTH D,n» � DING p.12•• r EARTH D/2 a 4' D12 d D/2 jj DING -+p�' 31 b MATERIAL 1 I 41 MN. A D V10 DMN. III. � X �D� X BEDDDBEDDINGV� MATERIALX Hwe---0-t•1 X MATERIAL IX D YN.a,. FOUNDATION SOFT, YIELDING, YIELFID"••-NG, OR MAX. 24- NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUTABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE l MN. 1.5 x 0 _ 1 116N. 1_5 x 0 -I Met 1.5 x 0 MR. 1.5 xOP D L� MN. 1.5 x D TOP OF FILL TOF FILL i TOP OF FILL If _H H r rim rrrirrr r rr rrrrrr rrrrrr = rrirrrri/rrr/ rrirrrrrrrrrri rrr rirrr rrriir = rim/ rrrr/ rrrr - - rrrrrrrrrrrrr /i/ii/rirr/rr �� r �� irf�r � /rrifr rrr rrr �riri - riiiiii/rrr /rrirrr/ri ROOM DD.n. 0•I" R�o •12" rrriirr!rr d r!rriririi! st 0Aq L914E LINE 0/oil== EARTH 4�ROCK OR / 4LONG MN. VIO 0 N�� MATERIAL BEDDING 1t0 MATERAL EARTHMN. UID%[-D X D `NMIL 10 T :`PER Jt!C7M MATr OF FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION a M ROCK FOUNDATION MAX, 24OTHERWISE UNSUITABLE MATERIAL " ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE, WITH SECTION 302 Of THE ROAD AND BROSE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PPE CULVERTS ©REGULAR BACKFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS- ® E E14L#M NT SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV,7/05 303 VRGNA DEPARTMENT OF TRANSPORTATION 07 01 TABLE OF QUANTITIES a 3A3B.3C AREA of REINFORCING STEEL TL SLOT TYPE Concrete BARS A BARS B BARS C BARS D I BARS E BARS F B/RS G 1REK,TIT -Flo Sq, Ft, Cu. Yds. NaL I Lkt. Ft. No. tin. Ft. 4M No. I Lin. FL 0 No. Lit. FAIKI No- Lin. Ft No. Lie. Ft.* No. Lire FL! Ltls, Of 2'-6" L15 2.26 - t ••T' T- 4' I.5 1,-6" 2 - 7" 3 3-2^ 4 r-6" 3 f-6" 4 4 2.75 3.02 5 3'-6" 6 •- 3 3'-2" 4 N.G. 3 r-6" 4 ir - 1 6' 3.67 .46 5 5'-6" 10 " 3 5'-7 3 3'-2" 4 '- . 3 r-w 4 f D-38 XP 4. 3. S 7-6" 14 W-7' to 6'-10" 5'-7" 3 3-2" 4 T-6" 3 T-6" 4 4 12• 5 4 4 5 9'-6' 18 '-7- to 6' 3 5'-7' 3 S-2" 4 " 3 r-6' 4 r• " 2 l 5 17-6" 22 - 3 3'-2" 4 1-' 3 r-6" 4 IV 7 5.2 5 -6" 6 5. _7" 3 3'-2- 4 -6" 3 1 T" 4 r 38 to 8.2 5.66 S 1S'- ' 30 3 -7" 3 3'-2" 4 - " 3 r " 4 r- 1 20, 9.17 .09 5 17•-6" 34 •- 3 -7" J 3'-2" 4 3 r 6' 4 r- s 3 1 10 r-9" 4 6•-7" to 6'-10- •-7' 3 N-2" 8 r-9r 6 1'•6" 2 N 8' 3 47 .4 s0 2'-9" A -7" '• -7 1 3 -2" 6 6 r 6" 2 10 4.56 3." 10 S-9" 12 V-7' to 6'-tID- 5 S'-7 3 3-2" a 3-9' 6 f 6' 2 10 4'- 16 7" '-7" 3 3 - 4'- 6 T-6" 252 - q 3C 14' 4 4 D 5' 9" 0 6'-T' to 1-10" 6 T-6" 2 7. 1 10 -9" t •- t6 8.25 5 S 10 T-9 8 6' " to 6' S 1 5'-7" 1 t0 q" 2 5 3 3'-2" 6 f 6" 2 t• 4 NOTES 1. DEPTH Of KET (N) TO BE SHOWN ON Isl.AN5. 7. *4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. N WHICH CASE t2-- C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE H OeENSHON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENTCURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE OUA/TITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. e. 3•• OIAMET£R WEEP HOLE TO BE LOCATED TO OD OF S'•2" 1WTHIOUT PPES. THE AMOUNT PLAN "M OOMENSIONS ARE AIPPROXMATE ONLY DRAIN 3 �YAH WF•E�THI /. WITH ODISPL„�� WIPES MUST S FtBE DEDUCTED E CTED TO FOR ESTIMATING PURPOSES AID THE ACTUAL t2"Xt2" tiL DWASIONS SHALL BE OETERIIINEO BY THE OR CALVMIZEoo STEEL WIRE AfI1M11A OFFERENT DEPTHS MIDI OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OFpTH 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO LSE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHIM ON SHEET 9 IS-1, THE COST OF FURNISHING AND PLACING ALL, 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16- AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE, ts. tM DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPEfONMGS BY 2"• 1p, ALL REIHF'ORCNG BARS TO BE KS. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE AVERT OF THE STRUCTURE it. CAST-N PLACE CONCRETE tS TO BE CLASS A3 20, WHEN INLET IS USED N 4'-0" MEDIAN. BACK OF SHALL SFIapED WITH CEMENT MORTAR TO 130D0 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM! TO PREVENT STANDING OR POHDING OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE. THE CAST OF FURNISHNG AND PLACJHAG ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE e0 SHOWN ON PLANS. PRICE FOR THE STRIACTUAE. 13. F INLET IS CONSTRt)CTEO IN 1AEOIAN CURB DIE S STEPS ARE TO BE PROVIDED OMEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL), 6. TM ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01448• Sheet 2 of 2 9`°"`Ar'°' R DROP INLET STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN IV THE A ONLY). SHEET 2 OF 3 SPECFERENCEFNC 274 RE 241 503 Ot 1 112 SECTION CAST IRON i/Z SECTION STEEL NOTES •p-3,4 2'-7" L 2""/2" X 2n/2' x "/i' 1. DEPTH OF MET (H) TO BE SHOWN ON PLANS. DI-3A.38,3CKEYED Lu s to be 10'-4" bnq FOR DEPTH GREATER THAN to- USE STANDARD FOR DETAILS (IF INLET JONTARSlON CONST. `L tact with coax r'3/i' ON-tA 3'-1p•' SEE 1 L COVER EXPANSION JOr(T BAC►c OF S�EwALK 'c IOOFT5 'fGUT R� a 2. THE "H' DIMENSION SHOWN ON THE STANDARDS TAhDARD IC-2. AR I p B B BARS 2- R A -- A ^' optional N Brace Res CAST GALV. PON STEEL 66 *_ 3 be. 143.6 tbs. includng including lugs tarieectors AND SPECIFIED ON THE PLANS WILL BE 4 MEASURED FROM THE INVERT OF THE OUTFALL y PIPE TO THE TOP OF THE STRUCTURE. One welded PLAN tI DIMENSIONS ARE APPROXIMATE ONLY 17 C BARS B ,''" ----- _ HARDWARE (0�1 fOR ESTMATNG PtPOSES NHD THE ACTUAL 17 - CLOTH DIMENSIONS SHALL BE DETERMINED BY THE . Ied CONTRACTOR FROM FIELD CONDITIONS. + 1R5 F WEEP HOLE. t I SEE NOTE 8 Weld oN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS _ a connectors TO BE SHAPED N ACCORDANCE WITH STANDARD _ P•" , h i to collar IS-1. THE COST OF FURNISHING AHD PLACING ALL W MATERIALS INCIDENTAL TO THE SHAPING IS TO BE IF f aa INCLUDED N THE 80 PRICE FOR THE STRUCTURE. EPS� ' AR F BAR A NOTE S '/2" X Y/2" Lux ga4^J Sh"/_' x 4- 4. IN THE EVENT THE INVERT OF THE OUTFALL , n `r/t• 2.-7.' �/1' PIPE IS HIGHER THAN THE BOTTOM OF THE ARS O FACE OF Cl1HB Stud ea STRUCTURRE THE ADE INVERT THE STRUCTURE GUTTER a " 4, connectors SHALL BE SHAPED WITH CEMENT MORTAR TO nCONT JOINT CRACK CONTROL JOINT " 12" , 9"/2" , PREVENT STRUCTURE. OR POCOST OF WATER 0 1 _'TI N THE STRUCTURE. THE COST OF FURNISHING 6,� PLAN SECTION A -A ,ry AND PLACING ALL MATERIALS INCIDENTAL TO PLAN Ley ,w INLET SHAPNG IS TO BE INCLUDED N TFE BID A Y KEYED CdIST. JOINT (Grote Removed) \ PRICE FOR THE STRUCTURE. AIT�� C L-VARIABLE -MAX. 20' GUTTER 21 " SECTION B-B S. STEPS ARE TO BE PROVIDED WM4EN H tS 4'-0- 6_ p OR GREATER, FOR DETAILS SEE STANDARD ST-1. o $ �` 2" A a H DIMENSIONS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. x CAST ICON ONLY 7. # 4 X 8- SMOOTH DOWELS AT APPROXIMATELY jp 12" C-C TO BE PLACED N ALL AREAS ADJACENT N CURB DROP INLET THROAT SECTION # 4 BARS TO ABUTTING CONCRETE TO PREVENT ;-- ------------------- '------- b•• 03 4'-2-' Hordrara Cloth 2'-6'. SETTLEMENT. IN LIEU OF DOWELS A 2"X4" _ r 2. .7" _ ----- --- 2•-7•• 3'• Diameter y_ - NOTCH MAY 8E PROVIDED. SEE STANOARO ' BARS F ARSE (y. B it : T-DI-3, 4 FOR ALTERNATE DESIGN. , EARS E N BARS • Sao 8 hate' 4H3" DIAMETER BARS B N 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC WEEP HOLE FONT ELEVATION BARS F r- n HHTARREWRECLOMO H'/J4,WMESH IRE !%ARTS O.NI D 1 R 10 n. - r • -': ' _,.. DDDQDQQQDDDDQD ----- _ --_� (GUTTER REMOVEOI }/� 3'-0•' 64 D. CO#w depth Agar. NUMBER 4 MESH HARDWARE CLOTH ANCHORED - LOCATION OF LADLE TO a 1168.878 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ' VARY ET COAST i0 TYPE 12" 08 x 6" width DDODDDDDDDDDOD �'n �^ I 5x"/4" BENT PLATE - •. - SECTION B^B OF INLET CONSTRI/CTEO.- •E 9. CAST N PLACE CONCRETE t5 TO BE CLASS A3 8" --••i{---JJ+�-- - t3000 PSI). PRECAST CONCRETE IS TO BE 12•'-15"-18" or 24" iv 4000 PSI. n N� m� d DDDDDDDDONE ^' i P • t0. ANY ALTERNATE METHODS OF ANCHORAGE TYPE A NOSE DETAIL SHALL BE USED WwtH CG-3 i CG 7 STANDARDS. •' • ' GAL�ANT1Six/4" D . MEETING THE APPROVAL OF THE ENGINEER a A • a • A DDDDDDDDDDDDDO MAY BE SUBSTITUTED FOR THE CAST IRON TYPE B NOSE DETAL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE 8 "/2" X 4' STUD SEAR CONNECTOR fELDED W 11 • LUGS AS SHOWN HEREON. GALVANIZER PLATE FOR TYPE A TO 8E WITH ON AN ANGLE Of 6B•30 TO ANQE RON AT 2 C C. CONNECTORS Alp IS TO BE ANCHORED WrTN P/j X 4" STUD SHEAR NOSE DETAILS W-20 SECTION A- A 1 WELDED TO BENT PLATE AT 2' C-C. 4" APPR. PAVEMENT CONCRETE QUANTITIES FOR MIN. DEPTH 'Y.,I� }: a L a x L a x L WARPED PAVEMENT t2 concrete pare Lt40 Cu. Yds. Concrete SECTION C-C SECTION D-D MIMN�O~� W-�11 t5" concrete pipe - 1.528 Cu. Yd► Concrete �� T --1_-----,_--- 1R' et - t 620 Cu Yds Concrete RUR ALTERNATE DETAIL INSERTABLE SHEET A148 NOTES• i- SEE GEMRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIWNMJM COMPRESSIVE SYRE?IGTH. 3, RrWORCM STEEL IN ACCORDANCE WITH ASTM A-6t5 FOR REINFORCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A -US FOR WELDED WIRE MESH- 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 i M4 CURB DROP INLETS. 7-CACH FACE BLOCK SHA L HAVE 2 OR MORE LOOPS 1403 BARS) CAST BN FACE AS SHOWN- THESE LOOPS MAY 8E t+sED FOR L1Ft AHD FOR TIEING IN. THE POURED IN PLACE GUTTER (SECTION. FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSULFIDE SEALER. IL STANDARD ST-1 STEPS NOT REOUIIED N THIS TOP UNT. SEE ALTERNATE NOSE DETAIL, SKET 2 OF 2 RIB BARS e5 ON 6" CENTERS. r4 BARS cotcr a wipe = 1 I x I 1 = I J r- W 11 24' concrete pipe - 1.817 Cu. Yds, Concrete GRATE DETAIL I t FLOW I .FL4lT w-20 W-2 AM 0,469 Cu. Yds. per I LOCATION OF HOLE TO 1 t>EEP NOTCH additional foot or depth. APPROXIMATE WEIGHT I I VARY ACCOROMIG TO TYPE FOR INTERIOCx Gail �� J JJ DETAIL WHEN USED _ Grate 363 2 18 Ibt FOR USE ON GRADES ADJACENT TO CURB INLET CONSTRUCTED. 11 STANDARD DROP INLETCF161710" FOR USE N SACS WITHOUT GUTTER SHEET IOF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT aECIFICAcE BOTH SIDES TO BE SYMMETRICAL SHEET I OF 2 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' _ 233 STANDARD CURB DROP INLET STANDARD PRECAST TOP UNITS VIRb'IIUL DEPARTMENT Of TRANSPORTATION 302 121, - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 REioa.cs03 VIRGNA DEPARTWENT OF TRANSPORTATION 1o4.ot VRGIIA DEPARTMENT OF TRANSPORTATION 302 104.09 INSERTABLE SHEET A86 PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP Of FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H - GROUND LINE H r .v rrr riiir riir rrirr rrr/ ,, rir rrr rir ri I r// r r rri rr rr /r ROCK DI lr ! D•12- r rr EARTH D,n» � DING p.12•• r EARTH D/2 a 4' D12 d D/2 jj DING -+p�' 31 b MATERIAL 1 I 41 MN. A D V10 DMN. III. � X �D� X BEDDDBEDDINGV� MATERIALX Hwe---0-t•1 X MATERIAL IX D YN.a,. FOUNDATION SOFT, YIELDING, YIELFID"••-NG, OR MAX. 24- NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUTABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE l MN. 1.5 x 0 _ 1 116N. 1_5 x 0 -I Met 1.5 x 0 MR. 1.5 xOP D L� MN. 1.5 x D TOP OF FILL TOF FILL i TOP OF FILL If _H H r rim rrrirrr r rr rrrrrr rrrrrr = rrirrrri/rrr/ rrirrrrrrrrrri rrr rirrr rrriir = rim/ rrrr/ rrrr - - rrrrrrrrrrrrr /i/ii/rirr/rr �� r �� irf�r � /rrifr rrr rrr �riri - riiiiii/rrr /rrirrr/ri ROOM DD.n. 0•I" R�o •12" rrriirr!rr d r!rriririi! st 0Aq L914E LINE 0/oil== EARTH 4�ROCK OR / 4LONG MN. VIO 0 N�� MATERIAL BEDDING 1t0 MATERAL EARTHMN. UID%[-D X D `NMIL 10 T :`PER Jt!C7M MATr OF FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION a M ROCK FOUNDATION MAX, 24OTHERWISE UNSUITABLE MATERIAL " ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE, WITH SECTION 302 Of THE ROAD AND BROSE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PPE CULVERTS ©REGULAR BACKFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS- ® E E14L#M NT SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV,7/05 303 VRGNA DEPARTMENT OF TRANSPORTATION 07 01 TABLE OF QUANTITIES a 3A3B.3C AREA of REINFORCING STEEL TL SLOT TYPE Concrete BARS A BARS B BARS C BARS D I BARS E BARS F B/RS G 1REK,TIT -Flo Sq, Ft, Cu. Yds. NaL I Lkt. Ft. No. tin. Ft. 4M No. I Lin. FL 0 No. Lit. FAIKI No- Lin. Ft No. Lie. Ft.* No. Lire FL! Ltls, Of 2'-6" L15 2.26 - t ••T' T- 4' I.5 1,-6" 2 - 7" 3 3-2^ 4 r-6" 3 f-6" 4 4 2.75 3.02 5 3'-6" 6 •- 3 3'-2" 4 N.G. 3 r-6" 4 ir - 1 6' 3.67 .46 5 5'-6" 10 " 3 5'-7 3 3'-2" 4 '- . 3 r-w 4 f D-38 XP 4. 3. S 7-6" 14 W-7' to 6'-10" 5'-7" 3 3-2" 4 T-6" 3 T-6" 4 4 12• 5 4 4 5 9'-6' 18 '-7- to 6' 3 5'-7' 3 S-2" 4 " 3 r-6' 4 r• " 2 l 5 17-6" 22 - 3 3'-2" 4 1-' 3 r-6" 4 IV 7 5.2 5 -6" 6 5. _7" 3 3'-2- 4 -6" 3 1 T" 4 r 38 to 8.2 5.66 S 1S'- ' 30 3 -7" 3 3'-2" 4 - " 3 r " 4 r- 1 20, 9.17 .09 5 17•-6" 34 •- 3 -7" J 3'-2" 4 3 r 6' 4 r- s 3 1 10 r-9" 4 6•-7" to 6'-10- •-7' 3 N-2" 8 r-9r 6 1'•6" 2 N 8' 3 47 .4 s0 2'-9" A -7" '• -7 1 3 -2" 6 6 r 6" 2 10 4.56 3." 10 S-9" 12 V-7' to 6'-tID- 5 S'-7 3 3-2" a 3-9' 6 f 6' 2 10 4'- 16 7" '-7" 3 3 - 4'- 6 T-6" 252 - q 3C 14' 4 4 D 5' 9" 0 6'-T' to 1-10" 6 T-6" 2 7. 1 10 -9" t •- t6 8.25 5 S 10 T-9 8 6' " to 6' S 1 5'-7" 1 t0 q" 2 5 3 3'-2" 6 f 6" 2 t• 4 NOTES 1. DEPTH Of KET (N) TO BE SHOWN ON Isl.AN5. 7. *4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. N WHICH CASE t2-- C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE H OeENSHON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENTCURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE OUA/TITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. e. 3•• OIAMET£R WEEP HOLE TO BE LOCATED TO OD OF S'•2" 1WTHIOUT PPES. THE AMOUNT PLAN "M OOMENSIONS ARE AIPPROXMATE ONLY DRAIN 3 �YAH WF•E�THI /. WITH ODISPL„�� WIPES MUST S FtBE DEDUCTED E CTED TO FOR ESTIMATING PURPOSES AID THE ACTUAL t2"Xt2" tiL DWASIONS SHALL BE OETERIIINEO BY THE OR CALVMIZEoo STEEL WIRE AfI1M11A OFFERENT DEPTHS MIDI OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OFpTH 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO LSE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHIM ON SHEET 9 IS-1, THE COST OF FURNISHING AND PLACING ALL, 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16- AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE, ts. tM DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPEfONMGS BY 2"• 1p, ALL REIHF'ORCNG BARS TO BE KS. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE AVERT OF THE STRUCTURE it. CAST-N PLACE CONCRETE tS TO BE CLASS A3 20, WHEN INLET IS USED N 4'-0" MEDIAN. BACK OF SHALL SFIapED WITH CEMENT MORTAR TO 130D0 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM! TO PREVENT STANDING OR POHDING OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE. THE CAST OF FURNISHNG AND PLACJHAG ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE e0 SHOWN ON PLANS. PRICE FOR THE STRIACTUAE. 13. F INLET IS CONSTRt)CTEO IN 1AEOIAN CURB DIE S STEPS ARE TO BE PROVIDED OMEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL), 6. TM ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01448• Sheet 2 of 2 9`°"`Ar'°' R DROP INLET STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN AND SPECIFIED ON THE PLANS WILL BE 4 MEASURED FROM THE INVERT OF THE OUTFALL y PIPE TO THE TOP OF THE STRUCTURE. One welded PLAN tI DIMENSIONS ARE APPROXIMATE ONLY 17 C BARS B ,''" ----- _ HARDWARE (0�1 fOR ESTMATNG PtPOSES NHD THE ACTUAL 17 - CLOTH DIMENSIONS SHALL BE DETERMINED BY THE . Ied CONTRACTOR FROM FIELD CONDITIONS. + 1R5 F WEEP HOLE. t I SEE NOTE 8 Weld oN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS _ a connectors TO BE SHAPED N ACCORDANCE WITH STANDARD _ P•" , h i to collar IS-1. THE COST OF FURNISHING AHD PLACING ALL W MATERIALS INCIDENTAL TO THE SHAPING IS TO BE IF f aa INCLUDED N THE 80 PRICE FOR THE STRUCTURE. EPS� ' AR F BAR A NOTE S '/2" X Y/2" Lux ga4^J Sh"/_' x 4- 4. IN THE EVENT THE INVERT OF THE OUTFALL , n `r/t• 2.-7.' �/1' PIPE IS HIGHER THAN THE BOTTOM OF THE ARS O FACE OF Cl1HB Stud ea STRUCTURRE THE ADE INVERT THE STRUCTURE GUTTER a " 4, connectors SHALL BE SHAPED WITH CEMENT MORTAR TO nCONT JOINT CRACK CONTROL JOINT " 12" , 9"/2" , PREVENT STRUCTURE. OR POCOST OF WATER 0 1 _'TI N THE STRUCTURE. THE COST OF FURNISHING 6,� PLAN SECTION A -A ,ry AND PLACING ALL MATERIALS INCIDENTAL TO PLAN Ley ,w INLET SHAPNG IS TO BE INCLUDED N TFE BID A Y KEYED CdIST. JOINT (Grote Removed) \ PRICE FOR THE STRUCTURE. AIT�� C L-VARIABLE -MAX. 20' GUTTER 21 " SECTION B-B S. STEPS ARE TO BE PROVIDED WM4EN H tS 4'-0- 6_ p OR GREATER, FOR DETAILS SEE STANDARD ST-1. o $ �` 2" A a H DIMENSIONS FOR COLLAR DETAIL 6, THIS ITEM MAY BE PRECAST OR CAST -IN -PLACE. x CAST ICON ONLY 7. # 4 X 8- SMOOTH DOWELS AT APPROXIMATELY jp 12" C-C TO BE PLACED N ALL AREAS ADJACENT N CURB DROP INLET THROAT SECTION # 4 BARS TO ABUTTING CONCRETE TO PREVENT ;-- ------------------- '------- b•• 03 4'-2-' Hordrara Cloth 2'-6'. SETTLEMENT. IN LIEU OF DOWELS A 2"X4" _ r 2. .7" _ ----- --- 2•-7•• 3'• Diameter y_ - NOTCH MAY 8E PROVIDED. SEE STANOARO ' BARS F ARSE (y. B it : T-DI-3, 4 FOR ALTERNATE DESIGN. , EARS E N BARS • Sao 8 hate' 4H3" DIAMETER BARS B N 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC WEEP HOLE FONT ELEVATION BARS F r- n HHTARREWRECLOMO H'/J4,WMESH IRE !%ARTS O.NI D 1 R 10 n. - r • -': ' _,.. DDDQDQQQDDDDQD ----- _ --_� (GUTTER REMOVEOI }/� 3'-0•' 64 D. CO#w depth Agar. NUMBER 4 MESH HARDWARE CLOTH ANCHORED - LOCATION OF LADLE TO a 1168.878 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ' VARY ET COAST i0 TYPE 12" 08 x 6" width DDODDDDDDDDDOD �'n �^ I 5x"/4" BENT PLATE - •. - SECTION B^B OF INLET CONSTRI/CTEO.- •E 9. CAST N PLACE CONCRETE t5 TO BE CLASS A3 8" --••i{---JJ+�-- - t3000 PSI). PRECAST CONCRETE IS TO BE 12•'-15"-18" or 24" iv 4000 PSI. n N� m� d DDDDDDDDONE ^' i P • t0. ANY ALTERNATE METHODS OF ANCHORAGE TYPE A NOSE DETAIL SHALL BE USED WwtH CG-3 i CG 7 STANDARDS. •' • ' GAL�ANT1Six/4" D . MEETING THE APPROVAL OF THE ENGINEER a A • a • A DDDDDDDDDDDDDO MAY BE SUBSTITUTED FOR THE CAST IRON TYPE B NOSE DETAL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE 8 "/2" X 4' STUD SEAR CONNECTOR fELDED W 11 • LUGS AS SHOWN HEREON. GALVANIZER PLATE FOR TYPE A TO 8E WITH ON AN ANGLE Of 6B•30 TO ANQE RON AT 2 C C. CONNECTORS Alp IS TO BE ANCHORED WrTN P/j X 4" STUD SHEAR NOSE DETAILS W-20 SECTION A- A 1 WELDED TO BENT PLATE AT 2' C-C. 4" APPR. PAVEMENT CONCRETE QUANTITIES FOR MIN. DEPTH 'Y.,I� }: a L a x L a x L WARPED PAVEMENT t2 concrete pare Lt40 Cu. Yds. Concrete SECTION C-C SECTION D-D MIMN�O~� W-�11 t5" concrete pipe - 1.528 Cu. Yd► Concrete �� T --1_-----,_--- 1R' et - t 620 Cu Yds Concrete RUR ALTERNATE DETAIL INSERTABLE SHEET A148 NOTES• i- SEE GEMRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIWNMJM COMPRESSIVE SYRE?IGTH. 3, RrWORCM STEEL IN ACCORDANCE WITH ASTM A-6t5 FOR REINFORCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A -US FOR WELDED WIRE MESH- 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 i M4 CURB DROP INLETS. 7-CACH FACE BLOCK SHA L HAVE 2 OR MORE LOOPS 1403 BARS) CAST BN FACE AS SHOWN- THESE LOOPS MAY 8E t+sED FOR L1Ft AHD FOR TIEING IN. THE POURED IN PLACE GUTTER (SECTION. FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSULFIDE SEALER. IL STANDARD ST-1 STEPS NOT REOUIIED N THIS TOP UNT. SEE ALTERNATE NOSE DETAIL, SKET 2 OF 2 RIB BARS e5 ON 6" CENTERS. r4 BARS cotcr a wipe = 1 I x I 1 = I J r- W 11 24' concrete pipe - 1.817 Cu. Yds, Concrete GRATE DETAIL I t FLOW I .FL4lT w-20 W-2 AM 0,469 Cu. Yds. per I LOCATION OF HOLE TO 1 t>EEP NOTCH additional foot or depth. APPROXIMATE WEIGHT I I VARY ACCOROMIG TO TYPE FOR INTERIOCx Gail �� J JJ DETAIL WHEN USED _ Grate 363 2 18 Ibt FOR USE ON GRADES ADJACENT TO CURB INLET CONSTRUCTED. 11 STANDARD DROP INLETCF161710" FOR USE N SACS WITHOUT GUTTER SHEET IOF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT aECIFICAcE BOTH SIDES TO BE SYMMETRICAL SHEET I OF 2 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' _ 233 STANDARD CURB DROP INLET STANDARD PRECAST TOP UNITS VIRb'IIUL DEPARTMENT Of TRANSPORTATION 302 121, - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 REioa.cs03 VIRGNA DEPARTWENT OF TRANSPORTATION 1o4.ot VRGIIA DEPARTMENT OF TRANSPORTATION 302 104.09 INSERTABLE SHEET A86 PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP Of FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H - GROUND LINE H r .v rrr riiir riir rrirr rrr/ ,, rir rrr rir ri I r// r r rri rr rr /r ROCK DI lr ! D•12- r rr EARTH D,n» � DING p.12•• r EARTH D/2 a 4' D12 d D/2 jj DING -+p�' 31 b MATERIAL 1 I 41 MN. A D V10 DMN. III. � X �D� X BEDDDBEDDINGV� MATERIALX Hwe---0-t•1 X MATERIAL IX D YN.a,. FOUNDATION SOFT, YIELDING, YIELFID"••-NG, OR MAX. 24- NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUTABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE l MN. 1.5 x 0 _ 1 116N. 1_5 x 0 -I Met 1.5 x 0 MR. 1.5 xOP D L� MN. 1.5 x D TOP OF FILL TOF FILL i TOP OF FILL If _H H r rim rrrirrr r rr rrrrrr rrrrrr = rrirrrri/rrr/ rrirrrrrrrrrri rrr rirrr rrriir = rim/ rrrr/ rrrr - - rrrrrrrrrrrrr /i/ii/rirr/rr �� r �� irf�r � /rrifr rrr rrr �riri - riiiiii/rrr /rrirrr/ri ROOM DD.n. 0•I" R�o •12" rrriirr!rr d r!rriririi! st 0Aq L914E LINE 0/oil== EARTH 4�ROCK OR / 4LONG MN. VIO 0 N�� MATERIAL BEDDING 1t0 MATERAL EARTHMN. UID%[-D X D `NMIL 10 T :`PER Jt!C7M MATr OF FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION a M ROCK FOUNDATION MAX, 24OTHERWISE UNSUITABLE MATERIAL " ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE, WITH SECTION 302 Of THE ROAD AND BROSE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PPE CULVERTS ©REGULAR BACKFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS- ® E E14L#M NT SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV,7/05 303 VRGNA DEPARTMENT OF TRANSPORTATION 07 01 TABLE OF QUANTITIES a 3A3B.3C AREA of REINFORCING STEEL TL SLOT TYPE Concrete BARS A BARS B BARS C BARS D I BARS E BARS F B/RS G 1REK,TIT -Flo Sq, Ft, Cu. Yds. NaL I Lkt. Ft. No. tin. Ft. 4M No. I Lin. FL 0 No. Lit. FAIKI No- Lin. Ft No. Lie. Ft.* No. Lire FL! Ltls, Of 2'-6" L15 2.26 - t ••T' T- 4' I.5 1,-6" 2 - 7" 3 3-2^ 4 r-6" 3 f-6" 4 4 2.75 3.02 5 3'-6" 6 •- 3 3'-2" 4 N.G. 3 r-6" 4 ir - 1 6' 3.67 .46 5 5'-6" 10 " 3 5'-7 3 3'-2" 4 '- . 3 r-w 4 f D-38 XP 4. 3. S 7-6" 14 W-7' to 6'-10" 5'-7" 3 3-2" 4 T-6" 3 T-6" 4 4 12• 5 4 4 5 9'-6' 18 '-7- to 6' 3 5'-7' 3 S-2" 4 " 3 r-6' 4 r• " 2 l 5 17-6" 22 - 3 3'-2" 4 1-' 3 r-6" 4 IV 7 5.2 5 -6" 6 5. _7" 3 3'-2- 4 -6" 3 1 T" 4 r 38 to 8.2 5.66 S 1S'- ' 30 3 -7" 3 3'-2" 4 - " 3 r " 4 r- 1 20, 9.17 .09 5 17•-6" 34 •- 3 -7" J 3'-2" 4 3 r 6' 4 r- s 3 1 10 r-9" 4 6•-7" to 6'-10- •-7' 3 N-2" 8 r-9r 6 1'•6" 2 N 8' 3 47 .4 s0 2'-9" A -7" '• -7 1 3 -2" 6 6 r 6" 2 10 4.56 3." 10 S-9" 12 V-7' to 6'-tID- 5 S'-7 3 3-2" a 3-9' 6 f 6' 2 10 4'- 16 7" '-7" 3 3 - 4'- 6 T-6" 252 - q 3C 14' 4 4 D 5' 9" 0 6'-T' to 1-10" 6 T-6" 2 7. 1 10 -9" t •- t6 8.25 5 S 10 T-9 8 6' " to 6' S 1 5'-7" 1 t0 q" 2 5 3 3'-2" 6 f 6" 2 t• 4 NOTES 1. DEPTH Of KET (N) TO BE SHOWN ON Isl.AN5. 7. *4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. N WHICH CASE t2-- C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE H OeENSHON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENTCURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE OUA/TITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. e. 3•• OIAMET£R WEEP HOLE TO BE LOCATED TO OD OF S'•2" 1WTHIOUT PPES. THE AMOUNT PLAN "M OOMENSIONS ARE AIPPROXMATE ONLY DRAIN 3 �YAH WF•E�THI /. WITH ODISPL„�� WIPES MUST S FtBE DEDUCTED E CTED TO FOR ESTIMATING PURPOSES AID THE ACTUAL t2"Xt2" tiL DWASIONS SHALL BE OETERIIINEO BY THE OR CALVMIZEoo STEEL WIRE AfI1M11A OFFERENT DEPTHS MIDI OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OFpTH 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO LSE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHIM ON SHEET 9 IS-1, THE COST OF FURNISHING AND PLACING ALL, 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16- AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE, ts. tM DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPEfONMGS BY 2"• 1p, ALL REIHF'ORCNG BARS TO BE KS. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE AVERT OF THE STRUCTURE it. CAST-N PLACE CONCRETE tS TO BE CLASS A3 20, WHEN INLET IS USED N 4'-0" MEDIAN. BACK OF SHALL SFIapED WITH CEMENT MORTAR TO 130D0 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM! TO PREVENT STANDING OR POHDING OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE. THE CAST OF FURNISHNG AND PLACJHAG ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE e0 SHOWN ON PLANS. PRICE FOR THE STRIACTUAE. 13. F INLET IS CONSTRt)CTEO IN 1AEOIAN CURB DIE S STEPS ARE TO BE PROVIDED OMEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL), 6. TM ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01448• Sheet 2 of 2 9`°"`Ar'°' R DROP INLET STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN CURB DROP INLET THROAT SECTION # 4 BARS TO ABUTTING CONCRETE TO PREVENT ;-- ------------------- '------- b•• 03 4'-2-' Hordrara Cloth 2'-6'. SETTLEMENT. IN LIEU OF DOWELS A 2"X4" _ r 2. .7" _ ----- --- 2•-7•• 3'• Diameter y_ - NOTCH MAY 8E PROVIDED. SEE STANOARO ' BARS F ARSE (y. B it : T-DI-3, 4 FOR ALTERNATE DESIGN. , EARS E N BARS • Sao 8 hate' 4H3" DIAMETER BARS B N 8. 3" DIAMETER WEEP HOLE WITH 12"X12" PLASTIC WEEP HOLE FONT ELEVATION BARS F r- n HHTARREWRECLOMO H'/J4,WMESH IRE !%ARTS O.NI D 1 R 10 n. - r • -': ' _,.. DDDQDQQQDDDDQD ----- _ --_� (GUTTER REMOVEOI }/� 3'-0•' 64 D. CO#w depth Agar. NUMBER 4 MESH HARDWARE CLOTH ANCHORED - LOCATION OF LADLE TO a 1168.878 or C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. ' VARY ET COAST i0 TYPE 12" 08 x 6" width DDODDDDDDDDDOD �'n �^ I 5x"/4" BENT PLATE - •. - SECTION B^B OF INLET CONSTRI/CTEO.- •E 9. CAST N PLACE CONCRETE t5 TO BE CLASS A3 8" --••i{---JJ+�-- - t3000 PSI). PRECAST CONCRETE IS TO BE 12•'-15"-18" or 24" iv 4000 PSI. n N� m� d DDDDDDDDONE ^' i P • t0. ANY ALTERNATE METHODS OF ANCHORAGE TYPE A NOSE DETAIL SHALL BE USED WwtH CG-3 i CG 7 STANDARDS. •' • ' GAL�ANT1Six/4" D . MEETING THE APPROVAL OF THE ENGINEER a A • a • A DDDDDDDDDDDDDO MAY BE SUBSTITUTED FOR THE CAST IRON TYPE B NOSE DETAL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE 8 "/2" X 4' STUD SEAR CONNECTOR fELDED W 11 • LUGS AS SHOWN HEREON. GALVANIZER PLATE FOR TYPE A TO 8E WITH ON AN ANGLE Of 6B•30 TO ANQE RON AT 2 C C. CONNECTORS Alp IS TO BE ANCHORED WrTN P/j X 4" STUD SHEAR NOSE DETAILS W-20 SECTION A- A 1 WELDED TO BENT PLATE AT 2' C-C. 4" APPR. PAVEMENT CONCRETE QUANTITIES FOR MIN. DEPTH 'Y.,I� }: a L a x L a x L WARPED PAVEMENT t2 concrete pare Lt40 Cu. Yds. Concrete SECTION C-C SECTION D-D MIMN�O~� W-�11 t5" concrete pipe - 1.528 Cu. Yd► Concrete �� T --1_-----,_--- 1R' et - t 620 Cu Yds Concrete RUR ALTERNATE DETAIL INSERTABLE SHEET A148 NOTES• i- SEE GEMRERAL NOTES - PRECAST FOR ADDITIONAL DETAILS. 2. CONCRETE TO BE 4000 PSIWNMJM COMPRESSIVE SYRE?IGTH. 3, RrWORCM STEEL IN ACCORDANCE WITH ASTM A-6t5 FOR REINFORCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A -US FOR WELDED WIRE MESH- 5. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. 6. THIS UNIT MAY BE USED WITH ALL STANDARD DI-3 i M4 CURB DROP INLETS. 7-CACH FACE BLOCK SHA L HAVE 2 OR MORE LOOPS 1403 BARS) CAST BN FACE AS SHOWN- THESE LOOPS MAY 8E t+sED FOR L1Ft AHD FOR TIEING IN. THE POURED IN PLACE GUTTER (SECTION. FACE BLOCKS ARE TO BE SEALED WITH GROUT OR POLYSULFIDE SEALER. IL STANDARD ST-1 STEPS NOT REOUIIED N THIS TOP UNT. SEE ALTERNATE NOSE DETAIL, SKET 2 OF 2 RIB BARS e5 ON 6" CENTERS. r4 BARS cotcr a wipe = 1 I x I 1 = I J r- W 11 24' concrete pipe - 1.817 Cu. Yds, Concrete GRATE DETAIL I t FLOW I .FL4lT w-20 W-2 AM 0,469 Cu. Yds. per I LOCATION OF HOLE TO 1 t>EEP NOTCH additional foot or depth. APPROXIMATE WEIGHT I I VARY ACCOROMIG TO TYPE FOR INTERIOCx Gail �� J JJ DETAIL WHEN USED _ Grate 363 2 18 Ibt FOR USE ON GRADES ADJACENT TO CURB INLET CONSTRUCTED. 11 STANDARD DROP INLETCF161710" FOR USE N SACS WITHOUT GUTTER SHEET IOF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT aECIFICAcE BOTH SIDES TO BE SYMMETRICAL SHEET I OF 2 12" - 24" PIPE: MAXIMUM DEPTH (H) = 10' _ 233 STANDARD CURB DROP INLET STANDARD PRECAST TOP UNITS VIRb'IIUL DEPARTMENT Of TRANSPORTATION 302 121, - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 REioa.cs03 VIRGNA DEPARTWENT OF TRANSPORTATION 1o4.ot VRGIIA DEPARTMENT OF TRANSPORTATION 302 104.09 INSERTABLE SHEET A86 PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP Of FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H - GROUND LINE H r .v rrr riiir riir rrirr rrr/ ,, rir rrr rir ri I r// r r rri rr rr /r ROCK DI lr ! D•12- r rr EARTH D,n» � DING p.12•• r EARTH D/2 a 4' D12 d D/2 jj DING -+p�' 31 b MATERIAL 1 I 41 MN. A D V10 DMN. III. � X �D� X BEDDDBEDDINGV� MATERIALX Hwe---0-t•1 X MATERIAL IX D YN.a,. FOUNDATION SOFT, YIELDING, YIELFID"••-NG, OR MAX. 24- NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUTABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE l MN. 1.5 x 0 _ 1 116N. 1_5 x 0 -I Met 1.5 x 0 MR. 1.5 xOP D L� MN. 1.5 x D TOP OF FILL TOF FILL i TOP OF FILL If _H H r rim rrrirrr r rr rrrrrr rrrrrr = rrirrrri/rrr/ rrirrrrrrrrrri rrr rirrr rrriir = rim/ rrrr/ rrrr - - rrrrrrrrrrrrr /i/ii/rirr/rr �� r �� irf�r � /rrifr rrr rrr �riri - riiiiii/rrr /rrirrr/ri ROOM DD.n. 0•I" R�o •12" rrriirr!rr d r!rriririi! st 0Aq L914E LINE 0/oil== EARTH 4�ROCK OR / 4LONG MN. VIO 0 N�� MATERIAL BEDDING 1t0 MATERAL EARTHMN. UID%[-D X D `NMIL 10 T :`PER Jt!C7M MATr OF FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION a M ROCK FOUNDATION MAX, 24OTHERWISE UNSUITABLE MATERIAL " ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE, WITH SECTION 302 Of THE ROAD AND BROSE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PPE CULVERTS ©REGULAR BACKFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS- ® E E14L#M NT SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV,7/05 303 VRGNA DEPARTMENT OF TRANSPORTATION 07 01 TABLE OF QUANTITIES a 3A3B.3C AREA of REINFORCING STEEL TL SLOT TYPE Concrete BARS A BARS B BARS C BARS D I BARS E BARS F B/RS G 1REK,TIT -Flo Sq, Ft, Cu. Yds. NaL I Lkt. Ft. No. tin. Ft. 4M No. I Lin. FL 0 No. Lit. FAIKI No- Lin. Ft No. Lie. Ft.* No. Lire FL! Ltls, Of 2'-6" L15 2.26 - t ••T' T- 4' I.5 1,-6" 2 - 7" 3 3-2^ 4 r-6" 3 f-6" 4 4 2.75 3.02 5 3'-6" 6 •- 3 3'-2" 4 N.G. 3 r-6" 4 ir - 1 6' 3.67 .46 5 5'-6" 10 " 3 5'-7 3 3'-2" 4 '- . 3 r-w 4 f D-38 XP 4. 3. S 7-6" 14 W-7' to 6'-10" 5'-7" 3 3-2" 4 T-6" 3 T-6" 4 4 12• 5 4 4 5 9'-6' 18 '-7- to 6' 3 5'-7' 3 S-2" 4 " 3 r-6' 4 r• " 2 l 5 17-6" 22 - 3 3'-2" 4 1-' 3 r-6" 4 IV 7 5.2 5 -6" 6 5. _7" 3 3'-2- 4 -6" 3 1 T" 4 r 38 to 8.2 5.66 S 1S'- ' 30 3 -7" 3 3'-2" 4 - " 3 r " 4 r- 1 20, 9.17 .09 5 17•-6" 34 •- 3 -7" J 3'-2" 4 3 r 6' 4 r- s 3 1 10 r-9" 4 6•-7" to 6'-10- •-7' 3 N-2" 8 r-9r 6 1'•6" 2 N 8' 3 47 .4 s0 2'-9" A -7" '• -7 1 3 -2" 6 6 r 6" 2 10 4.56 3." 10 S-9" 12 V-7' to 6'-tID- 5 S'-7 3 3-2" a 3-9' 6 f 6' 2 10 4'- 16 7" '-7" 3 3 - 4'- 6 T-6" 252 - q 3C 14' 4 4 D 5' 9" 0 6'-T' to 1-10" 6 T-6" 2 7. 1 10 -9" t •- t6 8.25 5 S 10 T-9 8 6' " to 6' S 1 5'-7" 1 t0 q" 2 5 3 3'-2" 6 f 6" 2 t• 4 NOTES 1. DEPTH Of KET (N) TO BE SHOWN ON Isl.AN5. 7. *4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. N WHICH CASE t2-- C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE H OeENSHON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENTCURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE OUA/TITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. e. 3•• OIAMET£R WEEP HOLE TO BE LOCATED TO OD OF S'•2" 1WTHIOUT PPES. THE AMOUNT PLAN "M OOMENSIONS ARE AIPPROXMATE ONLY DRAIN 3 �YAH WF•E�THI /. WITH ODISPL„�� WIPES MUST S FtBE DEDUCTED E CTED TO FOR ESTIMATING PURPOSES AID THE ACTUAL t2"Xt2" tiL DWASIONS SHALL BE OETERIIINEO BY THE OR CALVMIZEoo STEEL WIRE AfI1M11A OFFERENT DEPTHS MIDI OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OFpTH 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO LSE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHIM ON SHEET 9 IS-1, THE COST OF FURNISHING AND PLACING ALL, 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16- AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE, ts. tM DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPEfONMGS BY 2"• 1p, ALL REIHF'ORCNG BARS TO BE KS. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE AVERT OF THE STRUCTURE it. CAST-N PLACE CONCRETE tS TO BE CLASS A3 20, WHEN INLET IS USED N 4'-0" MEDIAN. BACK OF SHALL SFIapED WITH CEMENT MORTAR TO 130D0 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM! TO PREVENT STANDING OR POHDING OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE. THE CAST OF FURNISHNG AND PLACJHAG ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE e0 SHOWN ON PLANS. PRICE FOR THE STRIACTUAE. 13. F INLET IS CONSTRt)CTEO IN 1AEOIAN CURB DIE S STEPS ARE TO BE PROVIDED OMEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL), 6. TM ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01448• Sheet 2 of 2 9`°"`Ar'°' R DROP INLET STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN PB•1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP Of FILL TOP OF FILL TOP OF FILL GROUND LINE H GROUND LINE H - GROUND LINE H r .v rrr riiir riir rrirr rrr/ ,, rir rrr rir ri I r// r r rri rr rr /r ROCK DI lr ! D•12- r rr EARTH D,n» � DING p.12•• r EARTH D/2 a 4' D12 d D/2 jj DING -+p�' 31 b MATERIAL 1 I 41 MN. A D V10 DMN. III. � X �D� X BEDDDBEDDINGV� MATERIALX Hwe---0-t•1 X MATERIAL IX D YN.a,. FOUNDATION SOFT, YIELDING, YIELFID"••-NG, OR MAX. 24- NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUTABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE l MN. 1.5 x 0 _ 1 116N. 1_5 x 0 -I Met 1.5 x 0 MR. 1.5 xOP D L� MN. 1.5 x D TOP OF FILL TOF FILL i TOP OF FILL If _H H r rim rrrirrr r rr rrrrrr rrrrrr = rrirrrri/rrr/ rrirrrrrrrrrri rrr rirrr rrriir = rim/ rrrr/ rrrr - - rrrrrrrrrrrrr /i/ii/rirr/rr �� r �� irf�r � /rrifr rrr rrr �riri - riiiiii/rrr /rrirrr/ri ROOM DD.n. 0•I" R�o •12" rrriirr!rr d r!rriririi! st 0Aq L914E LINE 0/oil== EARTH 4�ROCK OR / 4LONG MN. VIO 0 N�� MATERIAL BEDDING 1t0 MATERAL EARTHMN. UID%[-D X D `NMIL 10 T :`PER Jt!C7M MATr OF FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION a M ROCK FOUNDATION MAX, 24OTHERWISE UNSUITABLE MATERIAL " ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS. FOR PLASTIC PIPE, THE LIMITS OF THE CLASS 1 BACKFILL MATERIAL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PPE, WITH SECTION 302 Of THE ROAD AND BROSE SPECIFICATIONS. FOR GENERAL NOTES ON PIPE BEDDING, SEE INSTALLATION OF PPE CULVERTS ©REGULAR BACKFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD AND BRIDGE SPECIFICATIONS- ® E E14L#M NT SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS 302 CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" REV,7/05 303 VRGNA DEPARTMENT OF TRANSPORTATION 07 01 TABLE OF QUANTITIES a 3A3B.3C AREA of REINFORCING STEEL TL SLOT TYPE Concrete BARS A BARS B BARS C BARS D I BARS E BARS F B/RS G 1REK,TIT -Flo Sq, Ft, Cu. Yds. NaL I Lkt. Ft. No. tin. Ft. 4M No. I Lin. FL 0 No. Lit. FAIKI No- Lin. Ft No. Lie. Ft.* No. Lire FL! Ltls, Of 2'-6" L15 2.26 - t ••T' T- 4' I.5 1,-6" 2 - 7" 3 3-2^ 4 r-6" 3 f-6" 4 4 2.75 3.02 5 3'-6" 6 •- 3 3'-2" 4 N.G. 3 r-6" 4 ir - 1 6' 3.67 .46 5 5'-6" 10 " 3 5'-7 3 3'-2" 4 '- . 3 r-w 4 f D-38 XP 4. 3. S 7-6" 14 W-7' to 6'-10" 5'-7" 3 3-2" 4 T-6" 3 T-6" 4 4 12• 5 4 4 5 9'-6' 18 '-7- to 6' 3 5'-7' 3 S-2" 4 " 3 r-6' 4 r• " 2 l 5 17-6" 22 - 3 3'-2" 4 1-' 3 r-6" 4 IV 7 5.2 5 -6" 6 5. _7" 3 3'-2- 4 -6" 3 1 T" 4 r 38 to 8.2 5.66 S 1S'- ' 30 3 -7" 3 3'-2" 4 - " 3 r " 4 r- 1 20, 9.17 .09 5 17•-6" 34 •- 3 -7" J 3'-2" 4 3 r 6' 4 r- s 3 1 10 r-9" 4 6•-7" to 6'-10- •-7' 3 N-2" 8 r-9r 6 1'•6" 2 N 8' 3 47 .4 s0 2'-9" A -7" '• -7 1 3 -2" 6 6 r 6" 2 10 4.56 3." 10 S-9" 12 V-7' to 6'-tID- 5 S'-7 3 3-2" a 3-9' 6 f 6' 2 10 4'- 16 7" '-7" 3 3 - 4'- 6 T-6" 252 - q 3C 14' 4 4 D 5' 9" 0 6'-T' to 1-10" 6 T-6" 2 7. 1 10 -9" t •- t6 8.25 5 S 10 T-9 8 6' " to 6' S 1 5'-7" 1 t0 q" 2 5 3 3'-2" 6 f 6" 2 t• 4 NOTES 1. DEPTH Of KET (N) TO BE SHOWN ON Isl.AN5. 7. *4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. N WHICH CASE t2-- C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE H OeENSHON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENTCURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE OUA/TITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. e. 3•• OIAMET£R WEEP HOLE TO BE LOCATED TO OD OF S'•2" 1WTHIOUT PPES. THE AMOUNT PLAN "M OOMENSIONS ARE AIPPROXMATE ONLY DRAIN 3 �YAH WF•E�THI /. WITH ODISPL„�� WIPES MUST S FtBE DEDUCTED E CTED TO FOR ESTIMATING PURPOSES AID THE ACTUAL t2"Xt2" tiL DWASIONS SHALL BE OETERIIINEO BY THE OR CALVMIZEoo STEEL WIRE AfI1M11A OFFERENT DEPTHS MIDI OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OFpTH 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO LSE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHIM ON SHEET 9 IS-1, THE COST OF FURNISHING AND PLACING ALL, 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16- AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE, ts. tM DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPEfONMGS BY 2"• 1p, ALL REIHF'ORCNG BARS TO BE KS. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE AVERT OF THE STRUCTURE it. CAST-N PLACE CONCRETE tS TO BE CLASS A3 20, WHEN INLET IS USED N 4'-0" MEDIAN. BACK OF SHALL SFIapED WITH CEMENT MORTAR TO 130D0 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM! TO PREVENT STANDING OR POHDING OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE. THE CAST OF FURNISHNG AND PLACJHAG ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE e0 SHOWN ON PLANS. PRICE FOR THE STRIACTUAE. 13. F INLET IS CONSTRt)CTEO IN 1AEOIAN CURB DIE S STEPS ARE TO BE PROVIDED OMEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL), 6. TM ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01448• Sheet 2 of 2 9`°"`Ar'°' R DROP INLET STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN TABLE OF QUANTITIES a 3A3B.3C AREA of REINFORCING STEEL TL SLOT TYPE Concrete BARS A BARS B BARS C BARS D I BARS E BARS F B/RS G 1REK,TIT -Flo Sq, Ft, Cu. Yds. NaL I Lkt. Ft. No. tin. Ft. 4M No. I Lin. FL 0 No. Lit. FAIKI No- Lin. Ft No. Lie. Ft.* No. Lire FL! Ltls, Of 2'-6" L15 2.26 - t ••T' T- 4' I.5 1,-6" 2 - 7" 3 3-2^ 4 r-6" 3 f-6" 4 4 2.75 3.02 5 3'-6" 6 •- 3 3'-2" 4 N.G. 3 r-6" 4 ir - 1 6' 3.67 .46 5 5'-6" 10 " 3 5'-7 3 3'-2" 4 '- . 3 r-w 4 f D-38 XP 4. 3. S 7-6" 14 W-7' to 6'-10" 5'-7" 3 3-2" 4 T-6" 3 T-6" 4 4 12• 5 4 4 5 9'-6' 18 '-7- to 6' 3 5'-7' 3 S-2" 4 " 3 r-6' 4 r• " 2 l 5 17-6" 22 - 3 3'-2" 4 1-' 3 r-6" 4 IV 7 5.2 5 -6" 6 5. _7" 3 3'-2- 4 -6" 3 1 T" 4 r 38 to 8.2 5.66 S 1S'- ' 30 3 -7" 3 3'-2" 4 - " 3 r " 4 r- 1 20, 9.17 .09 5 17•-6" 34 •- 3 -7" J 3'-2" 4 3 r 6' 4 r- s 3 1 10 r-9" 4 6•-7" to 6'-10- •-7' 3 N-2" 8 r-9r 6 1'•6" 2 N 8' 3 47 .4 s0 2'-9" A -7" '• -7 1 3 -2" 6 6 r 6" 2 10 4.56 3." 10 S-9" 12 V-7' to 6'-tID- 5 S'-7 3 3-2" a 3-9' 6 f 6' 2 10 4'- 16 7" '-7" 3 3 - 4'- 6 T-6" 252 - q 3C 14' 4 4 D 5' 9" 0 6'-T' to 1-10" 6 T-6" 2 7. 1 10 -9" t •- t6 8.25 5 S 10 T-9 8 6' " to 6' S 1 5'-7" 1 t0 q" 2 5 3 3'-2" 6 f 6" 2 t• 4 NOTES 1. DEPTH Of KET (N) TO BE SHOWN ON Isl.AN5. 7. *4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. N WHICH CASE t2-- C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE H OeENSHON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENTCURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE OUA/TITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. e. 3•• OIAMET£R WEEP HOLE TO BE LOCATED TO OD OF S'•2" 1WTHIOUT PPES. THE AMOUNT PLAN "M OOMENSIONS ARE AIPPROXMATE ONLY DRAIN 3 �YAH WF•E�THI /. WITH ODISPL„�� WIPES MUST S FtBE DEDUCTED E CTED TO FOR ESTIMATING PURPOSES AID THE ACTUAL t2"Xt2" tiL DWASIONS SHALL BE OETERIIINEO BY THE OR CALVMIZEoo STEEL WIRE AfI1M11A OFFERENT DEPTHS MIDI OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OFpTH 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO LSE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHIM ON SHEET 9 IS-1, THE COST OF FURNISHING AND PLACING ALL, 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16- AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE, ts. tM DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPEfONMGS BY 2"• 1p, ALL REIHF'ORCNG BARS TO BE KS. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE AVERT OF THE STRUCTURE it. CAST-N PLACE CONCRETE tS TO BE CLASS A3 20, WHEN INLET IS USED N 4'-0" MEDIAN. BACK OF SHALL SFIapED WITH CEMENT MORTAR TO 130D0 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM! TO PREVENT STANDING OR POHDING OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE. THE CAST OF FURNISHNG AND PLACJHAG ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE e0 SHOWN ON PLANS. PRICE FOR THE STRIACTUAE. 13. F INLET IS CONSTRt)CTEO IN 1AEOIAN CURB DIE S STEPS ARE TO BE PROVIDED OMEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL), 6. TM ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01448• Sheet 2 of 2 9`°"`Ar'°' R DROP INLET STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN NOTES 1. DEPTH Of KET (N) TO BE SHOWN ON Isl.AN5. 7. *4 X 8' SMOOTH DOWELS AT APPROXIMATELY 15. THIS AREA MAY BE EARTHEN. N WHICH CASE t2-- C-C TO BE PLACED N ALL AREAS ADJACENT THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE H OeENSHON SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENTCURB AND GUTTER, AND SPECIFIED ON THE PLANS WILL BE SETTLEMENT. MEASURED FROM THE AVERT OF THE OUTFALL 16. CONCRETE OUA/TITES SHOWN ARE FOR DEPTH PPE TO THE TOP OF THE STRUCTURE. e. 3•• OIAMET£R WEEP HOLE TO BE LOCATED TO OD OF S'•2" 1WTHIOUT PPES. THE AMOUNT PLAN "M OOMENSIONS ARE AIPPROXMATE ONLY DRAIN 3 �YAH WF•E�THI /. WITH ODISPL„�� WIPES MUST S FtBE DEDUCTED E CTED TO FOR ESTIMATING PURPOSES AID THE ACTUAL t2"Xt2" tiL DWASIONS SHALL BE OETERIIINEO BY THE OR CALVMIZEoo STEEL WIRE AfI1M11A OFFERENT DEPTHS MIDI OR SUBTRACT 0.32 CONTRACTOR FROM FIELD CONDITIONS. DIAMETER 0.03" NUMBER 4 MESH HARDWARE CUBIC YARDS OF CONCRETE FOR EACH FOOT CLOTH ANCHOR�D FIRMLY TO THE OUTSIDE OF OFpTH 3 WHEN SPECIFIED ON THE PLANS THE INVERT IS OF THE STRUCTURE. TO LSE SHAPED W ACCORDANCE WITH STANDARD 17. LENGTH OF ANGLE IRON AS SHIM ON SHEET 9 IS-1, THE COST OF FURNISHING AND PLACING ALL, 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +16- AT 4.10 LBS./FT.. MATERIALS INCIDENTAL TO THE SHAPING IS TO BE COVER OF 2". INCLUDED N THE 80 PRICE FOR THE STRUCTURE, ts. tM DENOTES LENGTH OF ONE (D BAR. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF N THE EVENT THE INVERT OF THE OUTFALL ALL OPEfONMGS BY 2"• 1p, ALL REIHF'ORCNG BARS TO BE KS. 4, PPE IS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE AVERT OF THE STRUCTURE it. CAST-N PLACE CONCRETE tS TO BE CLASS A3 20, WHEN INLET IS USED N 4'-0" MEDIAN. BACK OF SHALL SFIapED WITH CEMENT MORTAR TO 130D0 PSI). PRECAST CONCRETE IS TO BE INLET IS TO BE SHAPED TO CONFORM! TO PREVENT STANDING OR POHDING OF WATER 4000 PSI. PROPOSED CURB. N THE STRUCTURE. THE CAST OF FURNISHNG AND PLACJHAG ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, IN EVERY CASE, BE THE SHAPING IS TO BE INCLUDED N THE e0 SHOWN ON PLANS. PRICE FOR THE STRIACTUAE. 13. F INLET IS CONSTRt)CTEO IN 1AEOIAN CURB DIE S STEPS ARE TO BE PROVIDED OMEN H IS 4'-0" WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1, OMITTED (SEE DETAIL), 6. TM ITEM MAY BE PRECAST OR CAST -IN -PLACE. 14. STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING 01448• Sheet 2 of 2 9`°"`Ar'°' R DROP INLET STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN STANDARD CU B 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VRpNA DEPARTMENT OF TRANSPORTATION 104.10 INSERTABLE SHEET A151 PB-, T-Dl-1 GENERAL TOP ALTERNATE 1. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PIPE CULVERTS WITHIN THE STANDARD DI-1 FRAME TOP APPLICABLE HEIGHT OF COVER RANGE NOTED IN THE STANDARD PC-1TABLES UNLESS OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. 4` NIL BARS 04" G-CTT4-4 -T 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. i ;------- 4-4 CIRCULAR PIPE DD D I I D D I J •;,, 8 :� 1. D OUTSIDE DIAMETER OF PIPE. 04 DIACONAL BAR I I 1 I 2 d - INSIDE DIAMETER OF PIPE RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR.IETAL 12" 2'-6" 21-5" t5" ." 2'-5" $a. 21" 3'- 4" 3'-2" 24" 3'-7- 3'-S" AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN AND COVER }/a' PRECAST T HBCE LOOCK�.:`_ 13 BARS ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN SEE NOTE I CURB LLIitE �r RADIUS. DETAIL A r-D-• RECOMMENDED MINIMUM HEIGHT CHART t- PIPE H DIMENSION g SIZE CONCRETE PIPE v t� 6- 2'-tr. a- S a 10" ,. t2" 3••6. 2r 4•_ m 12 G � 15- 4'- 7" ' 4'-V - " 12" 4'-4" 1S" 4' 74 W ,r • s. 4'_1DP/a" �W m 2r 5'-Iy4" H.TdV 24" V aD 27` S-V/4" 30" 62 4" 33" 6'-5 " zs 36.. Ir, g" T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN T-DI-3,4 PRECAST THROAT PRECAST FA( I; •' OF BLOCK 2' ... . • .. 04 BARS FACE OF }/a BLOCK NOTE: DOWEL HOLES PROVt)ED TO PREVENT SETTLEMENT OF AQECf01T CONCRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ r- NOMNAL •� am LIRE �5. 4" NOMINAL 4" . - �. ' E SEE DETAIL A 4" I 3fe' x 4- I �''• FOR e.............................J DOWELING L""......... 3YA •. TO CURB FACE OF BLOCK BACK VIEW END VIEW -� NOTES: ALTERNATE NOSE I. 4" x 4" R07CM MAY BE FORMED WITH STRAIGHT SIDES. TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS. 2. ALL DETAILS NOT SHOWN TO BE N ACCORDANCE (FOR L15E WITH MOUNTABLE CURB) WITH SHEET IOF 2. REFERENCE STANDARD PRECAST TOP UNITS Nos 233 VRGMA DEPARTMENT OF TRANSPORTATION 302 i- :MILT:` ALTERNATE DETAIL B SHEET 2 OF 2 I w\¢G`N IA_ V) Y C) J J lc 3 Z O Q Q O 0 wd YOw O � UO N�Z _ N (D L, U W, -0 wo fhaw LI_ U jf 0 of Q /onW00 . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN . 0A.LLd CORNERS 3. X - WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. TYPlCN D D I I I D ( I I (- X - 12" WHERE d IS LESS THIN 36". I I I I Q X - 18" WHERE d IS 36" AND GREATER. TT-1------- T-T -4"1- 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-i- NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) "-I'- ----"1-"�-N 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15.OR LESS. L__ 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS IBA KFILL MATERIAL FOR 4'-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A PC o SLOT INLET (01-13) OUTLET PIPES INSTALLATKXNS. ELLIPTICAL PIPE �� -� • �� f- L SI • OUTSIDE SPAN DIMENSION OF PIPE. C)2. S2 • INSIDE SPAN DIMENSION OF PPdE. y-� V• '�. -r' Ld 3. R • OUTSIDE RISE DIMENSION OF PPE. "I Hj O 4. X •WIDTH Of CLASS IBACKfLI. MATERIAL BEYOND THE EXTREMITY OF THE PPE. •- X • 12" WHERE Sy2 IS LESS THAN 36". - Y� X 18" WHERE 5 IS 36' AND GREATER 5. WHERE DIRECTED BY THE ENGNEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 0 0 CDW NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38-' OR `' ;�•' rn �_ ♦- LESS AND HEIGHT OF COVER t5' OR LESS. vl Q 6. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 18ACKFILL MATERIAL FOR •� re N c j ALL FOLIDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND •. Vie. • . • l o HEIGHT OF COVER IVOR LESS. •+ a •.ii�R :i' e��i�+i= PIPE ARCH ARS _ LB" DOWELS GROUT 1. S • SPAN DIMENSION OF PIPE. B (WITHOUT CRATE) 5'L •I. :,} Z 2. R • RISE DIMENSION OF PIPE. t63 LOSNG J. B SEE PC-1 TABLE FOR APPLICABLE PIPE MATERIAL •i. ��- 4. Is - WIDTH OF CLASS IACCKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. x • 12' WHERE S2 IS LESS THAN 36". NOTES x • 18" WHERE S2 IS 36" AND GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL. DETAILS. 5• WHERE DRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR NOTES, NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPSIIAg E WHERE S2 IS 35'• OR 2. CONCRETE TO BE 4000 PMXM. LESS AND HEIGHT OF COVER &OR LESS. 3. REINFORCING STEEL IN ACCORDANCE WITH ASTM C-478• ASTM A-497 L TONGUE Aif GROOVE JOINT TO BE OF FABRICATORS DESIGN MEETING THE t� 6• REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR IwRE fAg(IC) AID ASTY A•6t5 tTRE1NFORCtNG BARS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR.OR Z Z z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S IS 35" OR LESS AND O-RING GASKETS OR BUTYL RUBBER. � M � W HEIGHT OF COVER 15. OR LESS. 4. CONCRETE COVER NO GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. g =E =E� Z 2. ALTERNATE JOINT METALS APPLY TO ALL PRECAST UNITS. o o O 5• SEE STANDARD 01-1.IA FOR DETAILS OF FRAME AND GRATE. v U v O Of 6• DIMENSIONS SHOWN ARE MNINI M- ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o ; � d Cn MANUFACTURER.INSTALLATION OF PIPE CULVERTS AND STORM SEWERS C1Ct1�' STANDARD PRECAST TOP UNITS SPECIFICATION Z Z " Q U NEW.1/04 GENERAL NOTES 302 2105 o d V) o g7.00 VFRC►MA DEPART ENr OF TRANSPORTATION 303 0303 VRGNA DEPARTMENT OF TRANSPORTATION 302 cil w w Of o z 0 U) LL1 0 V U) -- U d L_ Q V n 0 C i N � (n � N _ -0 CD O a C: O N O C O J � Q CO GD 06 N > ai L J T Q) - N r� c O O C) to 11 U 1- LL, •L 0 L � L / n v i 0 a� d)wA it L- 0. W z Qj Z O �U Z Y 1Z Q Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN Pv..! Z 0 0) _ V) LI I- Q O Q LIJ 0 ii Cf) 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN 00 zp .0 Q � U < 0 Lj O ! Z 0 Z � U = JN GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and eguipment and perform all work including restoration for the completed installation of the utility slstems and all other improvements shown or implied as necessary for the completed facilityready for use. Uriyessotherwise noted, specifications for all work to be in accordance with applicable Standards and Construction Specifications of The Vir inia Department of Transportation, Virginia PP P g P P 9 Department of Health Frederick County Sanitation Authorit and the contract documents. P tY y 2. The en ineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. g ae s n II , The contractor shall exercise care in this work so as to avoid damage to any utilities. yAny damage shall be the contrgctor s responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility 1-800-552-70111. 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. An unusual subsurface conditions encountered during the course of the work shall be Immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractors responsibility. 7. Cutsheets shall be submitted to the 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. FREDREICK COUNTY SANITATION AUTHORITY 1. The Autho(ty's Water and Sewer Standards and Specifications are available at www.fcso-water.com . 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d For all 1 %" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly., The"Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. 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. VIRGINIA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. Q. 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. Owner/Developer: Marathon Bank 4095 Valley Pike Winchester, Virginia 22601 (540) 869-6600 P.O.C. Don Unger LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 22604 P.O.C. Cindy Laing 22602 P.O.C. Terry Persons 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 (540) 869-1111 P.O.C. Tim Hockman 0.. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and LID underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signage and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the 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. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present Burning 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. Site Plan Il I' i I 6 I f 1 I f I I 1 I � I I I L I•, ,�,I,I EIh,II Ijilij 'I4111 c I l I al E I I I E � I I � � 1 i , I I li 1 ' E I I I I I , E I Ef t I 4 i, I. I 11: EIII II7E lil I'I'� IS I,. ,+.II { I'1 TEE It E LI I,: E IE I, !' •; i''I II ,, I.I ,II Ill;l { IF{ IE-"• I Mill I ,+ ; I II II { i I<;Itp;; I � ..: I,: �:::, ....l;.. ::, 4 •. .,.nl,: ' ., . E.{;=I . ; Ea ,:II : L, �: V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. i, III'IE 1' E; .i-l+fi t•I'I�ii III i�;. E1 I l: II:=: t E L.: E I:•• E r I• i „ •I E I. I , E Gainesbor'o Magisterial District Frederick County, Virginia • Pike rn y w()Z IVA IIII Vicinity Map Scale 1 "= 1000' AUGUST- 30, 2005 REVISED: OCTOBER 14, 2005 NOVEM MER 11, 2005 DECE BER 21, 2005 DECEMMER 29, 2005 AUGUST 28, 2006 RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX 1 COVER SHEET 2 SITE PLAN 3 ROAD IMPROVEMENT PLAN 4 GRADING & EROSION CONTROL PLAN 5 LANDSCAPING AND LIGHTING PLAN 6 PROFILES & MISCELLANEOUS DETAILS 7 MISCELLANEOUS DETAILS 8 MISCELLANEOUS DETAILS 9 MISCELLANEOUS DETAILS EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance, with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earliest possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. 6. Contractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. P a t t o n H a r r i s Rust & Assoc! a t e s, p c Approved by Frederick County Zoning Administrator Engineers. Surveyors. Planners. Landscape Architects. _, H 117 East Piccadilly Street, L� Suite 200 X D I OWSKY, R. Z Winchester, VA 22601 NO.020674 T 540.667.2139 �A�o& C F 540.665.0493 �11 A)41 Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 12881-1-0 Sheet Number 1 of 9 N /IF 53--((A))_ R7 I= unkhouser Darla Poe & Poe Sharon Zoned: RA USe: VACAN T Instrument #: 00--1479 NOTE ON INTER PARCEL. OONrECTM THE OWNER AGREES TO BEGIN DISCUSSIONS ON THE GRANTING OF AN INTER PARCEL CONNECTION WITH THE ADJOINING LAND OWNER PROP 20' STORM SEW. ESM'T. TO THE WEST (TM 53-A-82) ONCE A SITE PLAN FOR THAT PARCEL, WHICH SHOWS PROPOSED USES AND ENTRANCE/�&44'42' 11 W LOT CONFIGURATION, IS AVAILAQLE. FOR REVIEW..__._ CSC � Ln O < O O c < � O > ) n -4- C_ o }- j' Qp NOT ENTER 30"X30" STOP C-111AI D. 0,4" i 1 24" WHITE 1 i CROSS HATCH ON 24' CENTE�S u I i I II " i 4 WHITE STRIPE 1 1 I RELOCATE EX POLE ' �192�8,:I - - �--- -n ---_ - RIGHT -IN C3 --- ENTRANCE I ONLY i PLUG PROP_. -ACCESS ESM'T 1(WIDTH VARIES}l 76)=8�0508�(MATCH EX. ISLAND TO BE REMOVED AND REPLACED WITH PAVEMENT EX. PAVEMENT SECTION) 36"INV(IN)=800.13 CONVERT TO MH-1 RIM RIM ELEV.=805.70t IJ.J LIL IV J.J VWLV1/ - �--- ` i= 15"INV(OU 801.94 - 'a -_ -` ,NE 0' 05. 6 36 '4� v ( 1 N J, 7 Nk,3 6 I�1 53ER (,3 \ �--1 15 IN'. (1N')= 800.46 ` �• Far ers Live 36 Ii\,.V�OUT-799.16 Mock Exchange Inc. Zoned: RA VA Gi9APH/CS04LE Use: Commercial 20 10 0 20 40 D.B./PG. 5306/532 \ ( /N FEET 1 inch = 20 ft. Storm Inlet Summary H- STIR top to CUL out Str. No. Inv. In Inv. Out Top Elv, Type Throat Spread(f t) inv.(ft) lA -- 802.00 805.91 DI-3B 10 3,91 1 800.74 800.54 806.00 DI-3B 8 5.48 5.46 2 802.44 802,24 806.75 DI-7 -- 8.57 4.51 3 802.89 802.69 808.50 DI-1 -- 3.50 5.81 4 803,97 803.77 808.25 DI-1 -- 3.68 4A8 5 805,07 804,87 808,25 DI-1 -- 4,20 3.39 6 -- 805,10 808.50 DI-1 -- 10.67 3.40 7 -- 802.58 807.60 DI-3B 8 6,66 5.02 8 1 801.00 1 807.50 1 DI-7 -- 8,11 6.45 Culvert Summary Culvert Inv, In Inv. Out L(ft) D(in.) S(%) Type lA 802.00 800.92 55 15 1.95 RCP CL III 1 800.54 800,13 41 36 1.00 RCP CL-III 2 802,24 801.20 137 36 0.76 RCP CL-III 3 802.69 802.44 26 18 1.00 CPP 4 803.77 802,89 88 18 1,00 CPP 5 804.87 80357 90 18 1.00 CPP 6 805,10 804,87 23 18 1.00 CPP 7 802,58 802.44 14 15 1.00 CPP 8 801.00 800.74 31 36 0.84 RCP-CLIII NOTE ALL CPP IS TO BE GRUMPLER SM❑❑THC❑RE OR EQUIVALTENT, NSF J3- ((A.,)- 6 johnson Robert E3 Zoned: RA Use: Resid D-13./PG. 585% 78 19 [STOP Ww OP SIGN DETAIL NOT • SCALE PROJECT SUMMARY TAX IDENTIFICATION NUMBER 5313-3-5, 6, 7, 8 EXISTING PARCEL AREA 0.97 ACRES DEVELOPED PARCEL AREA 0.97 ACRES ZONING RA ADDRESS NORTHWEST PIKE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT RTE. 50) 50' 87' FRONT RTE. 1317) 35' 42' SIDE 0' 74' REAR 0' 73' PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 30't FIRST FLOOR AREA 3527 SQ.FT. SECOND FLOOR AREA 4471 SQ.FT. TOTAL BUILDING AREA 7998 SQ.FT. NUMBER OF STORIES 2 FAR ALLOWED 1 FAR PROVIDED 0.18 MINIMUM LANDSCAPED AREA 0.15 AC. (15%) LANDSCAPED AREA PROVIDED 0.38 AC. (38%) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250 SF) 32 41 HANDICAP SPACES 2 2 STANDARD STOP BAR LOADING SPACES 0 0 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS I) TOTAL SPACES PROVIDED 0 43 PARKING LANDSCAPING REMOVE EX. ISLAND PAVEMENT AREA 25,600 S.F. REPLACE WITH PAVEMENT PAVEMENT TREES REQUIRED 12.8 @ 1/2000 SO. FT. PAVEMENT TREES PROVIDED 13 SAWCUT EDGE SAWCUT EDGE INTERIOR TREES REQUIRED 4.4 (®1/10 SP.) PROVIDE TACKCOAT PROVIDE TACKCOAT INTERIOR TREES PROVIDED 5 MILL 6 zl 112" JOINT TOTAL TREES REQUIRED 17.2 MILL 6 XI 112" JOINT TOTAL TREES PROVIDED 18 T1NG PAV M NT NOTES: EXISTING PAVEMENT EXIS _ __ --- -- 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE EX. EDGE OF REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. -�:.;:�:�:?�-:':�:�:��`:'�:: EX. EDGE OF PAVEMENT PAVEMENT 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 1 1/2° SM 12.5A 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 6" BM 25.0 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL 8° 21 B CROSS SZOPE= 114 A 1' FEATURES EXIST. WELL COM104CTEO SUBGRADE OR MATCH EXISTING 5. All ARE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY ARE (v / 6. ALL UTILITIES TO BMARSHALL E PLACED UNDERGROUND _z (( )) ISLAND)WWYAL. 7 HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES Winchester Medical Center Inc - Zoned: 82MS Use: Resid instrument #: 00-1298 PROP. GRADE EX ___ EX. GRA E-, j-0 a' 7- 15' R 0 Ln w w o Zoo c5CD 0 W t� p co En U pip 11 Z� ,-. o o X = Q ZZ oWXE-- 0+00 CLII 2011 45= EMEND _ i6 I C:) o oI �00 11 J ! O F- �0c)Q pq fL I I El C'') In I,+MCL M AOF-. 0+50 OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MONUMENT STYLE, MAX. SIGN HEIGHT= 20. MAX. SIGN AREA= 75 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL 4' CONCRETE 11. STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE Id 2' STONE BASE AND SECTION 304 USE GROUP B(BUSINESS) OF THE INTERMATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF PROPOSED SID W= SECTION CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, N.TS. CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12. SECOUND FLOOR SHALL HAVE AND ACCESSIBLE ROUTE (ELEVATOR) WHEN IN EXCESS OF 3,000 SQ. FT. PER THE IBC. ALSO AN AREA OF RESCUE SHALL BE ESTABLISHED 21 B ON THE SECOND FLOOR IF ARE SUPPRESSION SYSTEM IS NOT INSTALLED, 13. TEMPORARY BUILDING ADDRESS SHALL BE POSTED UPON INITIATION OF ;OMPACTTED SUBGRADE CONSTRUCIION. J TRIP GENERATION \\ \\ \\ \\ \�' \\ \\ ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 984 T.P.D. STANDARD PAVEMENT SECTION USE CODE- 912-BANK, 710-OFFICE. Not to Scale F E l_AIVEB Fire Lane markings and signage is required at all fire hydrants, fire department connections, curbing not delineated as parking, and all normal and emergency a access points to the structure. The contractor shall coordinate with the Fire cs Marshall to ensure these requirements are satisfied. a 0 GRAPHIC SCALE 50' 25' 0' 50' 100' 1 INCH = 50 ft. NOR/Z. 1 /NCH = 5 ft. VERT. NOTE: PLACEMENT OF CG-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER. US 50, ROUTE 1317 PAVEMENT AND STOP BAR MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246. USE REQUIREMENTS FROM THE TTC-4.0 FROM 'VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317). LEGEND PROPOSED CURB & GUTTER • . PROf',aED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8- 2113/2' SM 12.5A) • • • • • • • . PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA FIRE LANE .. . . . . . . . . . . . . . . . . . . . . . . - rrrrarrrrrurrnrrrrrrroriorrrryorrrirr UTILHY PEDESTALS . ...................... - 0 M EXISTING STORM DRAINAGE & STRUCTURE • • • • • • • . • • • • • - PROPOSED STORM DRAINAGE & STRUCTURE • • • • • • • • • • • • • . PROPOSED WATER MAIN . .................... - --i W EXISTING WATER MAN ....................... __ __.__i W --- PROPOSED FIRE HYDRANT .. • • • • • • ' • ' ' • • • ' ' ' ' • . PROPOSED GATE VALVE & BOX . ..... . i WF-- EXISTING SAN. SEWER AND MANHOLE . ..... .......... -- PROPOSED UNDERGROUND ELECTRIC SERVICE • • • • • • • • • • • •• UGT i PROPOSED UNDERGROUND TELEPHONE SERVICE • • • • • • • • • • • •• TELL PROPOSED GAS SERVICE ..................... --��~ PROPOSED SAN. SEWER AND MANHOLE . . . . . . . . . . . . . . . QCq V /Y 0 w3zo wd ofow(D �u'zOUO (nW0 N��O 0wwUW_ _ ry- IN _ L) (n U m� �< ._ (D +v � 0_ t- O I N U �- Cn U-) f/1 p 0 O Q o N O __j r1r, Q 06 > N C N c 0 0 W t-- L � _ f) + C cn O a� � a7 CL Li w -1 Q 0 0 ad 0 0 o w D O \00 N Q _ N GV 0 0 0 O + z 0 w U-) z C S2 z > 0 0 0 3 CD (17 0 � U o w a w n Ld o LLJ Q� g N I©M® Z g Q. V) Ne Z Q Z_ M s Z a �U Y Q �i. � Z QW Q M O 04 04 v) w 0 0 �N O N � w w L Q U = 0 Cn Cn 0 w z z Y O U �0_ < w w cK _ 0 o 0 O z C4 E W- PROP. GRADE EX) VIA EX. GR mi 55' 15' RqP CLIII I a U"l � � W c CU Q- — O o Z O O 'BOO I C I ,_..,o O W I-- OCo QNCO U > lf) CO II I II II01- I II II En U Z� I�Co� �.� Co '—m N II � o o �i m_. I L f)� j ow M: zz 0+50 0+00 GRAPHIC SCALE 50' 25' O' 50' 100' 1 11VCH = 50 ft. NORIZ. 11NCH = 5 ft. PERT. WARD AVENUE EX. EDGE PAVEMENT WELL COMPACTED SUBGRADF 3 0 Z I� NOTE: STOP BARS SHALL BE PLACED A MINIMUM OF FEET IN ADVANCE OF THE CG-12 RAMPS, PER MANUAL OF UNIFORM TRAFFIC CONTROL DEVICE (MUTCD, 2003 EDITION) PAGES-26. 1' \\ VDOT CG-6 EXTEND 21 B 1 fT. BEYOND BACK OF CURB WARD A {VENUE ROAD SECTION 1 WARD AVENUE SAWCUT EDGE PROVIDE TACKCOAT MILL 6 x l 112" JOINT 3 O cD Z VARIES W 2 VARIES EX. EDGE OF----" PAVEMENT 1 1/2" SM 1 .5A *CROSS SLOPE= 1/4'" 1 ' 6" BM 25.0 OR MATCH EXISTING 8" 21B — WELL COMPACTED SUBGRADE WARD A *NVE ROAD SECTION 2 VDOT CG-6 EXTEND 21 B 1 fT. BEYOND BACK OF CURB U.S. ROUTE 50 SAWCUT EDGE PROVIDE TACKCOAT M1LL 6 xl 112" JOINT VARIES 2' 5' _ t2' CONC.1 SIDEW / 2% O Z I ACCESS ESM'T PROVIDE t' BEHIND SIDEWALK EX. EDGE OF—," PAVEMENT VDOT CG-7 1 1/2" SM I .5A * CROSS SLOPE= 1/4"1' 6" BM 25.0 OR MATCH EXISTING 8" 21 B EXTEND 21 B WELL COMPACTED SUBGRADE 1 fT. BEYOND BACK OF CURB U. S. R0UTE 50 WIDENING ROAD SECTION 1 0WRI1/CS04LE 30 15 0 30 60 IN FEET) 1 inch = JO ft. NOTE: PLACEMENT OF CG-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER. US 50 AND ROUTE 1317 PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246. USE REQUIREMENTS FROM THE TTC-4.0 FROM 'VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317). w Q 0 0 2 0 0 Cr_ 0 '1 0 w CD N N I- N 0 O°o o O o Z Z ui CD o w n >) W s o `t' Z Lo � z Lo W O a o a_ , W U W a4 o Lo Cn Lo W o Z 6 W C� 0 W Ln S mom Lj (n J J O 0 3 Q O o wd UJ crow O oo = v-En c� �+-N U)w Y Q r=0 0u-Z wow W 6 w a Li �y f U /� o �0nNo y z j z m �S z 0 (30 Y Q O� U <C Z 8 {� F— U W O a. O Q N w ® O Q) O CL V) �� >- w :D 0 QQ w U I— = M (n C� (n In a X O 0 0 QLr) U c cc cc C) Q O r� L Lli ! Z 0 yZ ? Y U Z w Ch i �N 0 Cl 0 0 RTa � I V I Ilk \� i �JV y 809. 41 1 809.4 — 'I{ 8091 i —i_. � " IENUE ; RTE.; 1 -1 I SPEED Llt,A!T _ 4�O ADT i NN OR,4Ph00 SCALE 20 10 0 20 40 /N FEET 1 inch = 20 ft. r r r r r / / / t ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. KA PLI. ;, 1 PRO 1 ACCESS ESM,T s (WIDTN VARIES) IIc e �` E�;C \ J \ t CONVERT TO MH-1 RIM RIM ELEV.=805.70f / 1 / i / I � t STONE CONSTRUCTION ENTRANCE 70' MIN. A j FILTER CLOTH ` g- MIN. I A I / SIDE ELEVATION GROUND 70' MIN. B WASHRACK I- REQUIRED 12' MIN,• VDDT N1 I I ~\ POSITIVE DRAINAGE COURSE AGGREGATE TO SEDIMENT B I TRAPPING DEVICE • MUST EXTEND FULL WIDTH AND EGRESS PLAN VIEW OOF PERATIONS 1 12' MIN. 10, EXISTING PAVEMENT 5:1 MOUNTABLE BERM (OPTIONAL) 10' MIN. EXISTING PAVEMENT 10' MIN. J_ 3' MIN. 3' MIN, FILTER CLOTH SECTION A -A SECTION B-B SOURCE: ADAPTED from 1983 Maryland Standards for Soil erosion and Sediment Control, and Va. DSWC BLOCK AND GRAVEL DROP CONCRETESEDIMENT FIL TER WIRE SCREEN • it���i% •L-JiV� ir;1�V��i GRAVEL* FILTER WIRE SCREEN . r- FILTERED WATER lr%! �A •F . 1. �� i!� � jiI'�►*ram ��'�1►fr;�i���►�t����1�!�f�s f•�i�irw�►.��►a!irr:-�'+►���:Lr u�,��ii'r "•"�"'v'' II,, � .�. r .. �„�-mow"-+ �,fl►''��j►'1 RUNOFF WATER WITH SEDIMEI SPECIFIC APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE WHERE HEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW CAPACITY IS NECESSARY TO PREVENT EXCESSIVE PONDING AROUND THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE. CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4' 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. FLOW 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. FLOW G EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. Plate 3.02-1 SOURCE: Adapted from Instaitation of Strap and Fabric Filter Barriers for Sediment Cmtrol, PLATE. 3.05- S6er W It leant BL 0 CIS & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET cD WIRE SCREEN RUNOFF WITH OVERFLOW �-- SEDIMENT _ r/ SEDIMENT �CONCRETE BLOCK GRAVEL FILTER WIRE SCREEN / 2' X 4' WOOD STUD FILTERED WATER �PiTF CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #5 COARSE AGGREGATE SOURCE: VA. DSP1C PLATE. 3.07-3 SOURCE: VA. DISWC 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 LBS 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. ISGA EXISTING STORK DRAINAGE do STRUCTURE PROPOSED STORM DRAINAGE do STRUCTURE PROPOSED CURB• dr GUTFER ......... DRAINAGE FLOW ............... EXISTING..GRADE ........... PROPOSED GRADE ............. PROPOSED EASEMENT AREA ......... PROPOSED -SILT •Fi:1JCF............ INLET PROTECTION . .......... . LIMITS OF DISTURBANCE .......... DRAINAGE- DIVIDE ............... PLATE 3.07-8 I I N q LLJ W �� T J 3 OWZX OQ , Q O W d- w0 W Z m Qco UJ aw U O V-�Z L/) 0 ¢ V) wO Li , v LL 00 afww w a_bb_ 0 _"c/ v 6n IM 4� U N Q rn ci Q_ r O 0 I N W L0 N p O Qa oC`Io- I ✓z Q Qo O N c: r7 O O o In LY. n U H LL •L O i, L N = c/9 c vi O {w � 0. w _'4 ks 1 se ZV < 9 :9 W 5(3 0 Y o � � U 53 Q z� U (7/) w W 0 O tr � o L0 o rn Q Q± z z ,Q O �I o E>J _ F o fY 0- 0 W r lOry �o = Z > LLI C7 J o Of F- f a' Q U = � o a cn 0 cn cn Q a o v OC d o 0 0 0Ln 0 w s O `r Q (5 U o � < O V) �. 5 w Ld O Y Z U Z1. U Co 1 , co 0 W cl% _ _3 C4 LLJ Z n 0 U E r- SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED, #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TIES ® V-6" O.C. TO PREVENT LIGHT SPILLAGE OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT, 1" TOOLED E HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED CONCRETE SURFACES. FACE OF CURB 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES @ 1'-6" O.C. #4 STEEL REINFORCE BARS LIGHT POLE _IGHT POLE BASE NITH COVER PLATE VONSHRINK LOAD 3EARING GROUT ANCHOR BOLTS FURNISHED NITH LIGHT POLE. BOLT SIZE 'ROJECTION AND BOLT 3IRCLE PER MANUFACTURER'S RECOMMENDATION. 1'-8" 4 CONCRETE BASE I.V.C. CONDUIT AT 2'-6" 3ELOW GRADE TO PANEL TOTE: ALL UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT 1 -8" NOT TO SCALE LIGHT POLE FOUNDATION DETAIL a& LITHONIA KAD 40OW MH 3-FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF -SITE. ,9RAPH/CSCWAF 20 10 0 20 40 ( /N FEET 1 inch = 20 ft. Prune codominont leaders Prune rubbing or cross branches DO NOT stake or wrap trunk unless necessary Remove all tags and labels DO NOT prune terminal �- leader or branch tips 1 � Prune narrow crotch angles and water spouts Prune broken branches Prune suckers Cut away all balling ropes 2"-3" mulch kept away from trunk Remove top of wire basket fi Widen and score hole wall4. a 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 Soil well to contain water UNAMENDED backfill soil Q,, .. Partially backfill, water to Q , settle soil, finish backfilling Area for water drainage ALL 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. Permanent Stabilization: All disturbed areas not paved shall receive a min. 6 in. topsoil and be seeded as follows: 200 lbs Tall Fe:cue per ac. 12 lb. Annual Rye per cc. 1000 lbs. 10-2u-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per ac. Permanent seeding will occur as the final phase of construction Temporary Stabilization: Seeding to stabilize areas left denuded for more than 7 days, but not yet at final grade shall be as follows: 60 lbs German Millet per cc. (May through September) 60 lb. Annual R'e per cc. (October through April) 450 lbs. 10-20-20 Fertilizer per cc. 2 tons agricultural limestone per ac 2 tons straw mulch per cc. Seeded areas to be watered and cared for as necessary to provide grass emergence. PLANTING SCHEDULE 80TAN/CAL COMMON NAME SIZE ® PLANTING SPACING OUANT/TY ACE? RUBRUM RED AMPLE 2" CAL. 0 6" H/GH AS SHOWN 7 OUERCUS PALUSTR/S PIN OAK 2" CAL. 0 6" H/GH AS SHOWN 7 ILEX CREMP "HETZ/I" HEIZ HOLLY 3' HEIGHT 3' ON CENTER ,34 EASTERN RED CEDAR 4' MINIMUM HEIGHT AS SHOWN 10 LANDSCAPED CORRIDOR BUFFER SCHEDULE &AWWSRICAN ARBORVITAE, HERTZ HOLLY, LENGTH OF SCREEN 140 Fr LEATHERLEAF 119URNUA; TREES REQUIRED, 3/10 Fr= 42 1/3 DECIDUOUS = 14 FLOWERING CHERRY 2/3 EVERGREEN = 2$ OOWNEY SERNff BERRY WE/GELA PROVIDE: 10 AMERICAN MORVITEAE 1 HERTZ HOLLY 8 LEATHERIEAF VIBURNUM 4 FLOWERING CHERRY 2.0' CALIPER 5 D(}VMEY SERVICE BERRY 2.0' CALIPER 5 WEIGELA 3 GAL 10' LANDSCAPED CORRIDOR BUFFER 40' 10' 10' 10' 10' 2' 3' 3' 2' 3' 2' 2'1 3' 2' 3' 3' 1 2' 3' 2' 2' 3' IN 40� qK � 0 0 o a a _ w G,�� I A FJ 5 --"IN � J OZ J � �w < � Q O ° wit- 0�Ow z <'D �U'z 2 UO U)WC> r ¢ f=-O wow Lwi �i ��j o Cr 4' Of _ww00 _ 0 Z Z ©C Z CL < Z U _ F-- (n _r 00 Z J w _j 41� Z Q m Z U X 0 U w O Z o Q � z W o C V) � W o p � U W Z O w > CY- (n o w Q W 0 0 5 N 0 a M 0 w 0 w _ U Z 2 0 31s O U Y 8B Z 3 CONCRETE CRADLE STANDARD 4' select eddlA 2 O.D. CONCRETE ENCASEMENT TRENCH & BEDDING -1- r dia. schedule 40 steel nips filled with concrete end painted yelm fished grade 18' dia. ooncrel SnCim 4' aelext awil All backfill to be compacted to 95% of ASTM D698 maximum density. ------"fin 24• select baddwl 6- 1/2 O-D. CONCRETE ARCH IV 901W ax9diu BOLLARD DETAIL as required r rncrete pad 1'-V die x 6- deep grade rmin.-e•max 11✓ FIRE HYDRANT ASSEMBLY -1 a Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. RESTR41NIED LENGTH OF PIPE (Ft) SMALL SIDE JOINT LARGE SIDE JOINT PVC DIP 6" 8- 10" 12" 6- 8" 10" 12" 6" -- 40 60 60 -- 20 40 40 8' -- -- 40 60 -- -- 20 40 10" — -- -- 40 -- -- -- 20 REDUCER �r-- L low 11 L t L I In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8" 10" 12' 6- 8" 10" 12" 60 60 80 100 40 40 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF3 -2- SEP 05 mechanical joint avvivei tae vvith 6' branch SEP 05 SEP 05 14rdla.x6'4 4' stone-0 screw type adjustable vabve box marker ' -nt restraktts frrnsrrea grade 48- min. valve rsstrakred main r. � r . I ... .......... ........... s fir to 24• 6-x s'x 16' solid bbck (for valves 12' and larger) Note: this demH Is also used for brxterfly valves GATE VALVE -9- SEP 05 firnehed othof manhole at grade Inpavernertt areas unless rode 1' vtd erwise directed (top shell txe set 24• non. above 9 grade In eveloped areas) square skid pad 6' thick around manhole fram developed area3ra- x 2' butyl adlusM*mt joint stelarxt (tf•mac)24• mIn. In undeveloped arena3/4- concrete ancibolts (4 each)ConcreteASTMfied 4Y, grade wvatsrproof �n9 . .. 1- mitre! size butyl joint seelant applied between • joints and on exterior aide ... - a (o� r * is are to be sealed with -o' rktg gasket variable s ' , • pipe to manhole ' cant C*M to be by 11edb>se sleeve invert channel to provide a -t 9 0 min. smooth transition n to out, a for all comrections z-0• max - a'-0' max precast k,vert a grout t ' top of bend, to be bottom to form p/2 same elevation as top ,•:w.• `j • , • •A~? 4 • ~4' • +y ��•. • Of pipe .: S' bedding stone-�+i wi:: :ititi :i: ti ti:::ti i tiiti^::: r�i:^ � : :::c :::: ct .......................................................................................... NOTES: 1. Manhole sections shelf have an axtemai costing of approved polymer film wale proofing prior to Installation. 2. if adjusirnent elevation exceeds two bodies use concrete adjustment rings with a exterior of water prootng. 3. Rnal slope adjuetrnent of manhole freaw shag be by shims and non -shrink grout 4. Skid pact to be placed around mwfttw lotted n shoulders of roads S. Fiat top shall be used if height from Invert out to r"n Is four feet or less. Frame to be flush in top. STANDARD MANHOLE -13- � 05 in addition to restraining each joint of the tee, (1) any joint that falls within the recommended length on the branch Lb outlet (Lb) piping shall be restrained, (2) any joint t udfalls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per a tse's requirements for lb. A wye shall be restrained per a tees Lr and a 45' bend's L requirement RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 x 6 20 20 1 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PiPE (Ft) TEE PVC DiP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 x l0 20 20 20 20 12 X 8 20 20 20 2D 12 X 6 20 20 20 20 TEE, CROSS, WYE L --�-� L ` In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PiPE (Ft) FITTING PVC DiP DEGREE 6" 8' 10" 12' 6' 8' 10" 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 20 20 20 11.25 20 20 20 20 ZO r 20 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 METER BOX 80 COVER METER S12E METER BOX METER BOX COVER 5/8' x 3/4' or 3/4- 18 In. Dia Nar7reMk 74MC32CAG Traffic AMWT 1• 24 In. Ube. Non -Trait MC30 WRH RML-1-T (rop Lid) Traft MC90 wrTH RML-12-T treated n V with meter box top 6' paktted glue and cover finished 1e'-2r rustled grade T so" surround n9 boot b 1- CTS poyethyie e Iu ng (PET) 200 psi with SS kmert` at all connections saddle wtth/ Corp Stop 12 gauge Insulated copper wire tine Ibr tredrig, taped at 10 foot intervals 1 Same Side � J X Fl C11444 with SS klsert and MIP plastic plug COPPERSETTER matey sure Opposite Side same Side 5/8- x 3/4' VBHCT2-18WD-44-t4-&t VBHC82-10WD4444-B4 3/4- VBtIC72-1OWD44.44.84 VBHC82-18WD-4.44 A4 1' A - INSTALLATION NOTES: 1. Exact location of mazer boot assembly to be approved prior to Installation. 2. Water service crooning seed a) Encase in 3' diameter SCH40 PVC or SOR21 pipe. The piping snail nun from one foot beyond sidewalk, across the street, to one foot beyond sidewalk. b) lr*Wl 12 gauge insulated copper wire (for ine tracing) from Corp, atop to into the meter box [wrap wire around carp. atop: wire to be taped to top of PET at 10 foot intervals: come up Into meter box and terminate level with angle W vatvel. 5/8" x 3/4", 3/4' AND 1" METER INSTALLATION -7- SEP 05 SDR 35 spigot SDR 35 spigot by by geolceted SOR 21 geaketed bell 45• bond bell adapter z �SDR 21 gasketed SDR 35 8' x V 00 and fdfings gaskelad bell wye scH 40 solvent weld cap Property SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- finished DOWN BEND DEPTH 4 FT. MIN. �Ld� DOWN BEND RESTRAINED LENGTH SIP 05 UP BEND DEPTH Lu Lu Vertical offsets contain down and up bends. 1 On down bends, one joint faces horizontal and the other points down. On up bends, one joint faces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each UP BEND RESTRAINS D LENGTH side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT. MIN. 5-12 FT 4 FT MIN. 5-12 FT. SIZE%TYPE DEGREE OF BENDS Ld (DOWN) La (UP) SiZE/IYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6" PVC/DIP 45, 22.5 & 11.25 20 20 10- PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8" DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 f0" PVC 45 40 20 12- DIP 22.5 & 1 J.25 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 EX 104 81 �" n. ,• o A F— > J O L Ld tYH�ftf W W _> A A LLJ H C7 oQDt woo¢ Z tY ~ L'.! H PA X A Q Q XZ— Qt W <L V7 W rA 1A A to OJ °�'~� X. GRA, E I� a �--o ! �- ---- X ---- X -- -- OD — —. — - ---- H p I 0 Q ----..� LHt_ RCP:-GR-AD -- -1- ---- - ---- — -- -- CL O CU o W A W w 90, ` fIj prill, ' ' I 1371 (� ( 0.76 �a 36' RCP CyII1 �- - - 1.00 �, PP ) i 123' 1I 1 1 126' i 0 �, �) e 1. o i I lsj , cP 1 -F 6' RC� CLIII - - -- j IJ --� U rJCU � d'-AQ r- CD I -- -- -- U V sz � � - I I U U a, � No I } U U r` Mo q -- °° Lr-) � 0 o p 0 o 00 �D CO I1 � , l` ; cU (U 11 (U CO 1 � ci l in � C6 In CO oII 00 Z It !7qif ice'IIZD � CO 1:3 i Oit p CO, CO COo 11 Z Z rh 00 b11 i Z O1�i11-- t` DO Z C3 1 tTpopI1 C7 11 114 E3 +C3Z aj I I -,TC..j> �ap�»> �-'+O:ZZ i��b-j> l j'o0_» ,mo o F- H J A+O�-rZ-rrZi — - A ,-� i-i H H r�+OZZ A (U } - H H I t w+O�Z M F- H -� -i—� AOF- ----- rzr �..-- 0+00 0+50 1+00 THE JOINTS OF ALL PIPE FITTINGS AND APPURTENANCES SHALL BE PROVED WITH RESTAINED JOINTS. C 810 805'. I I 800 Z W + 1+50 2+00 2+50 3+00 STORM SEWER PROFILE tt') 00 o O,, 0 II o r W W t1 > 0 0+00 0+50 1+00 1+50 2+00 SANITARY SEWER & WATER MAiN PROFILE finished grads 90,00, W — R-0P GAD > --X. GRP DE PCI f Q LLJ - I 3 = iZ W _Co, N- To-_EX.--._2a" WATERAIN _ I ' _ + - r tt d o 1�-11 LBOW BU TER FL� { I I VALVE 20" WA R MAN CL-52 DIP 1_ SANII�ARY SEWER 0,50 % ' iPV R- f B�tTIILK rl _ Y- " PLUG L_.__ �VALVEI 2 cr -�-z ¢ 110r- ZW 0�� 0h1 �O WmQ 3 Q A ¢ N f C:)I IOD 0 .-.ry Z � �Qd Valvco, Inc. Fig. No. 718013w- with Ind marked 'SEwEFr bottom section — of box sanitary wher makn $DR 21 wye _45° SDR 21 =I \� concrete skid pad /8' dia. x (r deep 4• atone Panetta Model PA4SV-CSK (41 cast kon ttieanout cep with bless plug having a countersank square head SDR 21 - deanout pipe brick base 0 21 W bend 6- stone bedding SEWER CLEANOUT -1& 3+50 4+00 1�C8) (2 PROP. G ?ADE i PROP. GRAD 810 -- - - 810 EX. GRA E� EX. GRAD .;,u o_ U-) 0 0 U-)co H 0 )COS - it E3 O -H,Z, 4' 800 —31= 800 @ 00 15° CPP @ 0.84 z 36' RC LD CtiIlfi z U�d U AJ Uo UU� CO 0CD ��� CU Opp o r-1 CDN ; ¢ Zo'�' o CO 0i �00� o 0 ���� COCD ou 000 1111 ifl— _ ^ CO r` 00 00 11 on n� o H Cozzo A do Z: 3 W�Zo �.Z,.Z.C3 co it �i oo »> H O + li ¢� » H 0 Z Z I oCL»> H f� + zzz �++oz A _ o F— .- ZZZ AoF—HHH Fa l_/ F— r-+ H A I— .--. H .-. 0+00 0+00 STORM SEWER PROFILE STORM SEWER PROFIL GRAPHIC :SCALE 50' 25' 0' 50' 700, 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. PERT KLMUVL LA UNA I L I UI' ANU KLVLAUL WI I H A FLAT SLAB TOP UNIT T-MH-2 WITH MH-1 FRAME AND COVER SET FLUSH WITH PAVEMENT J - A R N0 Q Q p� �zLJ wd O_W tw-�Z O z LLI vaW �NORV 00 qZ 0 (1 ty �; a 4 U W :t d -C V Q CD Oo U)U U) vs © O d Q o N o j � d coo coo of a� +s �t d- N N c o 0 O 0 If O t- i-- C v I— U. .N O L >1 L � �i i o0) >w (D � a7 O.w W J f- Z Qj Z_ d IM Z 0 U H o � 0 U 00 C3 W W Imi� Z Q U W tr O � c[. N V-3 F- O [V - o O N Z 0 � Zw + V) 14) LL O r— a Lz v w CD :� C-)O W > Of �oZ Q U w = o �CD Q- o 0 0 o V WUJ o~ tY 0 M 0 W of oQ z .' Q r i z z Ld O z� Z LJ O i C) J N Li e- Ct=- 7 THIS ARFA l7AY BE CONE"IL A THE OPTION 0- THE CONTRACTOR NOTES: 1 TIPS HCV MAY UL FHLCA'A Oi CAST Ik PLACE. 7. (',(R rRF7F TC HE CLASS A.f 0 CA51 IN PLACL, 40:X; PS: IF PRECAST. 3. COMBINA.TIOI. CURB & GUTTER HA:1NC A RM. US OF 30C FEET OR ES3 -'ALONG FACE CF CURB) SNANI EE FQD FOR AS RMAL COVBINAT ON CUR8 6 G'JT TER. 1, FU: USE WITH STAEILIZEC ^PEA-CRADED OR7d�AGE I_AY�R, 1I1C OUTIOM UH HE CURB AND CLT-FR SIN L RF ^CMJSTRU^T=D PA.R'AL___L TO THE S_.^.PE OF SUB31Sc COURSES A`!C,' -O T IC DCP-H C T-1C PAVEMENT 5. TH 3 CUR3 MAY BE USED WIT-4 A'( V-SiC:N SPFFD E1U S REQUIRED WI -EN DESGN SFEED IS CRE4-ER IHAA 40 UPI- CN RURAL H CHWA S AND 45 MPH IN DEVELOPED URBAN & SUBURBAN AREAS. S. WHFV THUS STANDARD IS TO BE TED INTC LXI>IING M2 RGIEP. C,1RB, T-E TRANSIT ON IS TC OE MADC 1S Ti Ik IV OR THE CHANGF IV ST,4NDARGS MACH AT REGLLAR CPENH�S. 7. WLEN CD40NAII0N MCUNIADL_ CURL AIND GUTTER IS USE:). THE STA,ICARC ENTRANCE GJTTr_RS OR STANUAHU "OK,7C710N FOR STRFFT ANT;-RS'CT ;INS A-C IU HAVE TFE MOUNTABLE CL.RR :0NF(-.IIRA_K1N IJrO?PORATEO. j 2" R 1 R 3.. 4. D a D b IN 6 A A : 5 �-- ---- P ----- - - THE BOTTOM OF THE CUR3 AND CUTTER VAY BE CONSTRUCTED PARALLEL TO THE ELUP' O! SU13BASF COLXiSFS PPn1A)F0 .4 _------ 2 -0" FAN. UtI° I H L* /" IS MAINTAINED 'C0\4HINATION CU:-\'B P>< CU-TER VIRGINIA DEPARTMENT OF TRANSCORTATKN, A PERMISSIBLE CONSTRUCTION a5 DOWELS, 8" LONG JOINT - a +2 C C 4 w MI 1 N. it 8' :1 W 10 1 AX - TRUNCATED DOMES SEE SLEET 1OF 4 FOR DETAT_S A TYPICAL DESIGN 4,-0„ BACK OF CURB 12-1 MAX. 480 MAX. SECTION A -A IT, MlAt cr ER MISSHBLE A CONSTRUCTION =' JOINT r - "SECTION B-131- 10:, mAx) 1U-1 AAAD( NOTE: FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IOF 4. A 4' SQUARE LANDING AREA OUTSIDE OF YI TRAVELWAY SHALL Y BE PROVIDED WITHIN N THE MK CROSSWA KD AREA S. V) Y 0 ¢� -0 Cr v V) C�OSSW LK._...._ 1 CRO SW)K TYPICAL PLACEMENT C OSSWAI.K TYPICAL_ PLACEMENT AT iNTFRSECTION DIAGONAL VARIATION AT INTERSECTION WITHIN CROSSWALK WITHIN CROSSWALK (WITH BUFFER STRIP) THIS DESIGN TO BE USED FOR CONSTRUCTION THAT INCORPORATES W� SIDEWALK. LANDING t (48" WIDE) REQUIRED AT TOP OF CURB RAMP. MINIMUM CURB RAMP LENGTH 8 FEET FOR NEW f CONSTRUCTION, 6 FEET FOR ALTERATIONS. SHEET 2 OF 4 CC-12 DETECTABLE WARNING SURFACE All 7-7: a; TYPE A (PERPENDICULAR) APPLICATION NEW 7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION 203,OSA CO-12 *5 DOWELS, B" LONG A -PERMISSIBLE AT 12" C-C -"El CONSTRUCTION 5' WIN. JOINT 121 MAX E3 21 t2:1 MAX ''__`_` Y h R RAMP LSE£ TABLE) TRUNCATED DOMES A SEE" SHEET 1OF 4 FOR DETAILS .. MIN SHAPE0 MA CH FACE OF ROADWAY CURB BACK OF 20 : 1 CURB �^� 48 = 48 : 1 MAX. 2' INN ►{ - SECTION A -A RMISSIBLE CONSTRVCTION JOINT SECTION B-8 NOTE, FOR GENERA. NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET 10F 4. TYPE 8 PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MN?MUIN RANI' LENGTH 1N FEET 4" CURB 1 6" CURB 0 4 6 1 5 7 2 5 8 3 4 8 12 5 10 15 6 1 14 15 NOTE: THE REQUIRED LENGTH OF A PARALLEL RAMP IS LIMITED TO 15 FEET, REGARDLESS OF THE SLOPE. C� Y =n 3 V) V) 0 C�J CROSSWALK TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK TIN o� ' .r2=M�x• to --\�A SQUARE LANDING AREA w� OUTSRE OF TRAVELWAY 1\L SHALL 8E PROVIDED FOR etW&K PERPENDICULAR CROSSWALK 1•D=111 soEaFF�� --- CC-12 DETECTABLE WARNING SURFACE I 02 TYPE B (PARALLEL) APPLICATION REV.7/05 VIRGINIA DEPARTMENT OF TRANSPORTATION I Y I STREET A SURFEACING AS MAINLINE (RADIUS TO BE AS I I ROADWAY SHOWN ON PLANS) C C - - - - - -4- N BE RADUL& MBBtl1r SHOWN ON PLLANS) CURB AND GUTTE ST'D. 61 SIDEWALKg- a Li EXPANS*N JO4T , 1 NOTE- WIDTH "W 2'•0" OR AS w MAINLINE ROADWAY SHOWN ON TYPICAL SECTION. A-J PLAN VIEW ro CLASS A3 d CONCHLECRETE' JOINT SECTION C-C 7, ® CONSTRUCT GRADE CHANCES WITH A PARABOLIC CURVE. ®WHEN T14E T ACCOMMODATE THE TURRNING REQUIREMENTNTRANCE S OF HEAVY 10'PARABOLIC CURVE TRUCK TRAFFIC THE DEPTH FOR SIDEWALK 6 CURB EDGE OF SHOULDER OR 8 MAXD 04 � 7". LIMITS OF THE RA085HOULp BE OPTIONAL FLOW LINE CHANGE D WHEN STT).CC-nIS USED FOR ENTRANCES BUILT MAINLINE ROADWAYE4:tL:Lj_*��� `--- '--" - --- - N CON URCTION WITH VDOT PROJECTS.PLEASE D NOTE THE FOLLOWNGt SLOPE CKN= D *)K MAN�INE PAVEMENT SHALL BE CONSTRUCTED 5'WIN:70 CONNEC THE R/W LINE (EXCEPT ANY SUBCRApE STABILIZATION REQUIRED FOR MAINLINE aDESRADI.E FOR COMME PAVEMENT WHICH CAN K OMITTED N ENTRANCE THE ENTRANCE.) SECTION A - A RADIAL CURB OR COMBINATION CURB GUIDELINES FOR GRADE CHANGE D BSYO O THE R1W SHALL ETEXCEPTNFSORRUCTEO REPLACEMENT PURPOSES. WHEN USED IN CONJUNCTION/�WITH STANDARD ENTRANCE VOLUME DE5IRABI E YAXNUHI STAWTRARDC-71�08E MJ�IJSTEO IO WTL7R THE MOUNTA3LE CURB COWKXft7xw. HIGH )MORE THAN 1S00 VPD) 0 % 3 % SEE STANDARD CC-12 FOR CURB RAMP DESIGN MEOLJM 4500-1500 VPD) S 3 x 6 3 TO DE VSEO WITH INS STANDARD. LOW (LESS THAN SOO VPO) S g Z d i X PLANS ARE OIdN�DHQUIRED FLW LINETO PROVIDEEPPOOSStTIVE DRAINAGE ACROSSTHE ENTRANCE. %0VN � PO Cd)TTERYTO PRREE0&,C PO ,TFOF WATER. SPECIFICATION REFERENCE METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS �2 AND COMMERCIAL ENTRANCES FtEV• 7°' VIRGINIA DEPARTMENT OF TRANSPORTATION 203.04 CC-12 GENERAL. NOTES: 1, THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOHS. 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 IF PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERWO THE FULL WIDTH OF THE _ RAMP FLOOR BY 2 FOOT N LENGTH IN THE DIRECTION OF PEDESTRIAN TRAVEL OTHER TYPES OF MATERIAL WITH THE TRUNCATED DOZES DETECTABLE -.- WARNING MAY BE USED WITH THE APPROVAL OF THE ENGINEER. HYPE 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 _A_THAT ADJOIMNG FLARED SIDES CAN BE CAST N PLACE AFTER PLACEMENT OF mommlmk PRECAST RAMP FLOOR. PRECAST CONCRETE SHALL BE CLASS A-4. 5. REQUIRED BARS ARE TO BE NO. 5 X B" PLACED 1' CENTER TO CENTER ALONG w 1?+1 MA+X BOTH SIDES OF THE RAMP FLOOR, MKU DEPTH OF RAMP FLOOR. MINIMUM 1t:1 MAX_ , % �- CONCRETE COVER N/2". e. CURB / CURB AhV CUTTER 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 PARALLFI_ BY THE ENGINEER. THEY ARE TO BE PROVIDED AT INTERSECTIONS WHEREVER AN ACCESSIBLE ROUTE WITHIN THE RIGHT OF WAY OF A HIGHWAY FACILITY CROSSES A CURB REGARDLESS OF WHETHER SIDEWALK IS EXISTING, PROPOSED, OR NONEXISTENT. THEY MUST BE LOCATED WITHIN PEDESTRIAN CROSSWALKS AS SHOWN ON PLANS OR AS DIRECTED BY THE ENGINEER, AND SHOULD NOT BE LOCATED BEt4ND VEHICLE STOP LINES, ExtSTING LIGHT POLES, FIRE - HYDRANTS, DROP iNILETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS L21 UNOBSTRUCTED, STABLE, FIRM ANO SLIP RESISTANT PATH CONNECTING ALL 12.1 MAX ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED. ENTERED 5 AN ** D USED BY PEDESTRIANS, �- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' IAtI -" AT , 2" HIGHER THAN THE CURB (WINNING IS PLAC£0 WIT14N THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT TFE SLOPE AT THE CONNECTION OF THE CURB OPENN.'G IS PERPENDICULAR TO TIE CURB. AT ACX . SAME AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADNCANNOT TYPE C ACCOMMODATE THIE TURNING REQUIREMENTS RAFFIC,REFER TO STANOARDCG- 13,ATHEAVY TRUCK COMMERCIAL ENTRANCE, INEAVYPARALLEL & PERPENDICULAR TRUCK TRAFFIC)FOR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED N CONJUNCTION WITH A SHARED USE PATH, THE MnMLNr WROTH SHALL BE THE WIDTH OF THE SHARED USE PATH tr"'o, 6" 2.4" - TRUNCATED DOME 0 o 0 0 0 00 0 00000000000 CIT 0 0 0 0 0 0 00 0 0 0it,0 0 O 0 0 0 00 00 0 m00000000000" 0 2' 50% - 65Y OF BASE DIAMETER 0 0 0 0 0 0 0 0 00 1 INd_ 0 0 00 0 0 0 0 0 0 0 0.9" I L4" VARIABLE j BASE OUW£TER PAY LIMITS TRUNCATED DOME DETECTABLE WARNING DETAIL DETAIL SHEET 1 OF 4 CG-12 DETECTABLE WARNING SURFACE SPECIFICATM R£FE4EkCE REV.7/05 GENERAL_ NOTES 02 2 33.05 _ V?RGMNA DEPARTMENT OF TRANSPORTATION trw• INSERTABLE SHEET A20 r COVER A CI CONDTIONS ' ❑ ❑ D'`� If]O0 OOD�• /130 ❑CI�Dp�`' { IL 0.O•T. I ETTERING; LOPTONAL ` S ao ❑' E1aaII lJ ❑ l...i 0 ❑ 1 B tl1 D Cl mr WQ ETpiT COVEfi ti0 LBS. ± TOP 22" o W. MIT SECTION A -A �" MAcwNEo 1" COVER B ,�'-t�_ ll_qj;iI yD •- 1. %,)417 NDICOTIONS // A ► O Cl'�Ja �` A Y4"R aaht-Q i OLET PT !I% P `-G�� COVER Va LIB& :ta '" TOP +; 22- ovL HT MAC111990 SECTION A -A sHREET 4 of 5 STANDARD MANHOLE FRAME AND COVER 224 302 VMtphNA DEPARTMENT OF TRANSPORTATfON REV. 7/02 106.04 FRAME EITHER COVER A OR 6 MAY BE USED WITH FRAME. APPROX. %CKHT COVET! 170 LBS. ! CG-8 NOTES: 1. THS ITEM WAY BE PRECAST OR CAST N PLACE. 2, CONCRETE TO BE CLASS A3 IF CAST IN PLACE, 40M PSI IF PRECAST, 3. COMBINATION CURB L GUTTER HAVING A RADIUS OF 300 FEET OR LESS (ALONG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB L CUTTER. 4.FOR USE WITH STA13LIZED OPEN -GRADED DRAINAGE LAYER, BOTTOM OF THE CURB TOD1iTSLOP£-OF SEUBBtAS£TOlIRE5E5 PARALLEL ADD TO THE DEPTH OF THE PAVEMENT, 5. THIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS HWAYS AND 45 MPH OR 2 R LE RURALDEVELOPED URBAN L SUBURBAN AREAS, W I �T DES" ARE ExCEEOEO STANDARD CG-7 IS REOUIREO.TIr : D i 7" ---------- I -6" I 2•-Q„ THIS AREA MAY BE CONCRETE AT THE OPT" OF THE CONTRACTOR ERENCE COMBINATION 6" CURB & GUTTER IDS �2 VIRGINIA DEPARTMENT OF TRANSPORTATION THE BOTTOM OF THE CURB AND GUTTER MAY 13E CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MINIMUM DEPTH OF 7" IS MANTNIED. PM-4 TURN LANE ARROWS Turn arrows required in occordonce with the fotbwing, unless otherwise dtected by the Engineer. TURN LANE LENGTH 'tl Arrow located at btgimiHg of fuswidth turn kow 30r or longer: 3 arrows T Arrow lotow of nitipaint of fulvia turn kuw. tArrew beew 50'boek from stapber. 300' or Less 2 arrows1 Arror located of boo n'lg of ttdv;ft turn tau. 1 Arran tacatad SW book from stopbor. IThr�u Pones= use 10'skips / 30' spocng. M" Skips Trp»it)om tnwe than 100'' use mill skips 2' White Skip Line 12' skips / 4'spacing). 4' spocinq (on oN dual turrap Transitions 100' or less: do not use skips. Stop solid yerow Solid white tirHe to end 10' White Skip Frte of t s rod of V tan tun$m r ed 30, SP�n9 by the gf vW - otnerwiss r4rquired- by ifre EHgi,ear. _ - - - - ��wH+'tte to. 10, r ' I 2' white Skip Ina S0• NO edge i+s rsqukMed where curb and 4' Spacing Bottorp pN arrow gutters present udese mdicoted by the En ul gineer. Double solid yeaow line. DETAIL FOR LOCATION OF Notes: EDGE LINES ON CURB SECTIONS ; OF ROADWAY (NO GUTTER) Stop bars s2' in width and shortie H klcated as shown on the tro(Tk i+gr,olp)or1s. i i Arrows shobbe in occordonce with the FederdWTCO. + e + 4" Making Spacing between double "W yo%w lines "be 4". + MID edge tine requied where curb and gutters Present udess indented by the E grxsr e" 4 TYPICAL PAVEMENT MARKING FOR SIGNALIZED INTERSECTIONS VIRGINIA DEPARTMENT OF TRANSPORTATION 130189 T-Mi-2 MH-1 FRAME INTERLOCK SHALL BE PROVIDED BY AND COVER 1" DIAMETER HOLES 3" OVA. SLOT. OR 07HER VOOT XhkOVEO METHODS. FH FOR4 STEEL DOWELS. t 180•ApAR7. CSEEE IIOTETBaE FOR 1 ME E57 NOTE _f MAC. H NOTCH, DOWELS, KEYS OR OTHER VOOT APPROVED MEANS OF PROVIDNVG POSITIVE INTERLOCK ARE TO SPACER UNIT BE INCLUDED N FLAT SLAB TOPS USED IN H CONJUNCTION WITH CUM DROP NLETS, (AS REl71:RE0) LOCATION. SIZE AND SHAPE OF HOI E MAY VARY tEPENOIN0 ON THE TYPE OF STRUCTURE. �2t S�PSR£Q'D.) �2 0� • i / i STEPS usR£0'0.) 2" MAX. 1 r H -••'•�5. 41-0" 5"�+-- VARIES i ` 5" MN, i FLAT SLAB TOP UNIT / 5' Wit( / I NOTES CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT 1. SEE GENERAL NOTES FOR AxNTIONAL INFORMATION ON WEEP HOLES, STEP REQUIREMENTS. 'W' (LN. FT. FOR S. SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS MANHOLES) DIMENSION. ETC. 'GRADE RINGS" OR ADJUSTMENT RINGS". 2. ALL SPACER (NITS, FLAT SLAB TOPS, AND TAPER UNITS ARE TO BE INACCORDANCE WITH THE REQUIREMENTS 7. WHEN SPACER UNITS ARE REQUIRED, -IT, IS TO BE MEASURED FROM THE TOP OF THE UPPERMOST SPACER. OF AAS14TO 111199. S. SPACER UNIT IS TO BE DOWELED OR MORTARED TO 3. CONCRETE SHALL BE 4000 PSI. TAPER UNIT OR FLAT SLAB TOP. 4. FOR STEP DETAILS SEE STANDARD ST-1- 5, DWNS ONS SHOWN ARE MINIMUM ACTUAL DIMENSIONS MAY VARY WITH MANUFACTURER. SPECIFICATION STANDARD PRECAST MANHOLE TOP UNITS VIRGINIA DEPARTMENT OF TRANSPORTATION IDS 302 103,09 NOTE: CG-6R (COMBINATION CURB AND REVERSE GUTTER) IS LIKE A CG-6 WITH THE GUTTER PAN REVERSED TO ALLOW THE WATER TO FLOW AWAY FROM THE CURB. I' On*d) 4's 4' WOOD RAN. 1'z B' ROUDI) SOM OWM 8'4 IDNG. /1 maw SHAPE FOR DRANNGE v POST D B� z 4! WOOD RN 0' mom SUB W/ m A I r SLAB AGAAIST GREASE ABSOFPRON) �/ t_ T2' DLL VDOT CG-6 EIPAIM JOW AT FODING EACH POST FDORNG (TYPICAL. OF 4) SECTION A 11 0 (2) Ir >rHT R)FD POST 1 T A RE z PLAN VIEW FRONT ELEVATION STANDARD TRASH ENCLOSURE DETAIL 6' Q G1�tJiq J 3 O 0OZQ Q O o W "t W O LtJ O Q c0 F- in y CIO (n wo Y Q h CD 1_ W O W w A., �w �a L� 0 �/ O �owPi00 L HOLES N 0ON(2IETE LOCK GATES N OPEN D CLOSED POS(110FI5. 24' LONG 3/r RODS mkOE ON) a 0 0 U w O d' Of N QO O O CV z 0 W N % Lz � w O CY d � o z c v oW Uj Lj w < Q ^V Uj U `Lid L 0) O C) I N U t- CJ7 LC) Q p p N O� _► fY Q a) > 0) C� N C: IN c o 0 _C) >DC a U 1`-- u. H ui ..� L_ 1rM. 0 L (n C cn O DID 4.0 (3) 4.0 C M QT 0. W Cn J z _z M� W 0 S z ® U Y U z a z 04 0 0) C) cn V v) Uf Lj w Q w w 00 z 0 Q U U m73 < o C) r O Z C� Z � Y U Z � -4 Z w � = JN 0 � C)L� r' a a 0 U N 0 W 2003 Edition lie 3B-2.1 Option: The side of a raised pavement marker that is visible to traffic proceeding in the wrong direction may be red.. Standard: H 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/s (see Section 313.11) shall be used. H N is other than 12 m (40 h), the markers shall are egeaally spaced over the line segment length (at V2 polm s for 3 markers, at 1/3 points for 4 markers, and at 1/4 points for 5 markers). At toast one retroivneactive or Internally Muminated marker per gmp shall be used or a rciroreflective or internally IlInImInated marker shall be fnstalfed midway in each gap betwom successive groups of nonrttrgorefle cdw a markers` When raised pavement mrkers substitute fort solid lane Rne markings, the markers shall be equally spaced at no Maier than N/4, with Wrounetleetivt or internally Blurninaated wait& at .a fisting no greater a Guidance: Raised pavement markers should not substitute for right edge line markings. Standard: when raised pavement markers substitute for clotted fines, they shall be spaced at no greater than N14, with not less than one rammed pavement marker per dotted line. At least one raised mnrker every N .shall be retroreneclive 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 3B.15 Standard-. Transverse mark iMp, which indude shoulder masrking% word and symbol marlting% step Hues, yield lines, crosswalk lines, speed measurement markings, speed hump ntarkltgl & parking space mar king% and others, shall be white unless otheriAse specified herein. Guidance; Because of the low approach angle at which pavernent rnaarMngs sift viewed, transvmc lines should be proportioned to provide visibility equal to that of longitudinal lines. Standard: Pavement marking letteM- nu"Hwals, and symbols s hou be installed in accordance with the Palva>anent Markle chapter of the ` mdard Highway Sdgnes" be & (see Section ill.1.1). Section 3B.16 Stou d3*XJ Ines Shmdard: If used, stop litres dia►tl consist ofsolid white. limos extending sicross approach lanes to indicate the point at which the stop is Intended or required lobe made. If sued, yield lines (sego Figure 3B--14) shall consist of ea row of solid white isoweles triangles pointing toward approaching vehicles extending ass approach lanes to Indicate the point at which the yield is Intended or required to be matte. Guidance: Stop lines should be 3W to 600 mom (12 to 24 in) wide. Stop lines should be used to indicate the point behind which vehicles are required to stop, in cornpliaenoe with a STOP (Rt-1) sign, traffic control signal, or some rather traffic control device, except YIELD signs. The individual n imSies ommp ising the yield line should have aY base of 300 to 600 mast (12 to 24 in) wide and a height equal to 1.5 tin>res the ban. The since hctvreen the trialregie~s should be 75 to 300 mm (3 to 12 in). Option: Yield lines may h+c usc-d to indicate the plaint behind which vehicles are required to yield in oompliance with a YIELD (RI-:t) sign or al(kkf Here to Pedestriaans (Eel 5 or Ill-5a) sign. Page 311-31 SUL A.19 Sal 3BA4 oa 38AG 2003 Edition F*#* 3'8-2t. Exsmpks ofiSfttmbtldArrows for Pam ntent AftVhgs a -Through Lane -Use Arrow 22an(9.511)"M)NOP. -....- .-.-I c -Turn andThrouph Lawtto-4i>se Arrow e . Wrong -Way Arrow Using Rea! waffeet(ve Raised Pavement Markers iI 45 rn ■ 675 inns w (27.0 in) b -limn Lane -Use Arrow d • Wrong -Wady arrow 7.2 m (23,5 to -• I - i.erno-Ressctoollon Arrow by on xn 20P 6490 of Ptvmem Typic9d sizes for vanes inaWlatian; sixes nW be redztoW eppreakrrsaae(p one- to for lore -speed urban ccr,dfiam tar r sizes may be rmmhod for freawrays, abare avenge speeds, tared otter erWcal kwwions. A marrow dcngated arrow design as aptiond. Fw pr per praportm see the tlavemertt Write chapter e t pep '$Ontlord Homy SIgn%. book (sev nra 1 A 7,1). 20D3 Edition Page 26-1 CHAPTER REGULATORY S GNS SectWo �' 2i3,01I Applieatkw a[ R.ea de�ign lor, Standard: Regulatory signs shall her orsed to Inform. road users of w4ectedl tnaf[ic lags or regulations and indicartee the applikability of the legal requbvl:inents5. Indicate thestgas. shall is ii eetrt Ins to by the t� or ar when t, t�ulatleas .apply. The signs shall dearly ations and shall be designed and installed to previde adequate visibility and Wbility In order to obtain compliance. Regulatory signs shall be rehotdiective or illuminated to sbow the swat shape and similar Dolor by bath day and night, unkm speciftesMy staateod otherwise in the b mt discussion of a particular sign for group of signs (see Section 2AA. ), The requirements for sign illundnatfan shall not be considered to be satisfied by street, highway, or strobe lighting. Section 2B.02 Dmign of R t �`ians Support Most regulatory signs err rectangular, with the longe dissension vertical. The shapes and colors of regulatory signs are listed in Tatales 2A-3 and 2A-4, respectively. Excveptiom are_ speccifrcally noted in the following Sections. The use of educational plaques to wpplenteiit symbol signs is described in Seedion 2A.13. GuidwKe. Changeable message signs displaying a regulatory rnesssage 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. WITSilures standard: The sizes for rgrslatary signs diasaB be as shown in Terhle 28-1. Guidance` The Freeway and Expressway sizes should be im- d foi higher speed applications to provide larger signs for incteased visibility and mcognition. Option: The ]Minimum size may be steed on low -speed roadways where the reduced legend size would be a&quate for the regulation or where physical conditions preclude the use of the other sizes. The oversized size may be Used for those €peecisl sspplieatioaas where speed, volume, or other factors result in conditions where incfemed emphasis. improved recognition, or increased legibility would be desirable. Signs larger thorn these shown in Table 2.B-I may be used (sec Section 2A.12). Sedan 28.0 S'CiJp' Sian t)llii-il Standard: When a sight Is used to indicate that traffic is always required to stop, a STOP (R1.1) sign (see Figure 213-1) shall be used. The STOP sin shall be .an oetagp a with a while legend and border on a red background. ,%vondaey" legends shall not be used an STOP sign faeces. H appropTiAte, ar supplemental plaque (KI4 or K14) shall be used to display as secondary legend. Such plaques (see Figure 2111-1) shall heave a white legend and border on a red backgroaand. if the number of approach legs eonlrolled by STOP signs at an intersection is three or more, the numeral on the suppleawntaal plaque, if used, sbaall correspond to the actual member of legs controlled by STOP suns. At hderwcdons where all appmaches tare coaWled by STOP ftns (we ;lechers 20.07), a _ lestrtrnttal plaque (RI-3 or Ftl.d) shall be mmartt+ed be eadh S`iOf sign, Option: The ALL WAY (R1.4) supplemental plaque may be used instead of the 4-WAY (111-3) supplerneruaal plaque, Support: The design and application of Stop Beacons are described in Section 41C;05. Son.79At ro28M 20t)3 Bdieiam Page 2B-7 Once the deci±sintr has been nude to insetsnll i:wo-way stop core cal, the decision regatdling the lippmriate street to stop should be based can engineering judgment. in most eases, the street carrying the lowest volume of traffic should be stoppead- A STOP sign should not be installed on the major sheet unless justifWd by a tta>i9c engineering study. Sum= The following are Considerations dose sleight influence the decision regarding the apprupruft strM upon which to install a STOP sign where two streets with retwively equal volumes an&or,characteristics: intersect: A. Stopping the direction that conflicu the most with caubli.sbed pedestrian crossing activity or school walking routes; S. Suing the direction that has obKared vision, dips, or pumas that already require drive-rs to use lower operating speeds: C. Seupping file flit ectuan thatleas filer longest distance of uninterrupted flow approaching the intersection; and D. Stoppul the diaaer6on that has the best sight dance for *04flicting traaffic, The use of the STOP sign sat hiislrway-railraaad grule ausgaing.% is deScri ti in. Section slO,Os, 7u use 1rf the STOP sign at highway -fight rail tslnns . t gawk crossings is described in. Section IOC.04. Section 2BM STOP Sign Placemesnt Standard: The STOP sign shall be lWalled. an the right side of time approitch, to coder it applim Whom the 8110 align is instanced at this rtquired location and the sign visibility is restricted, a Steep Ahead 40 (see Seetion 2C.29) shall be isa(dellebd in advance of the MP sign. Ile, STOP sign shall be localed as cloacae as prActical to the Intersectim it regulates, white optimizing its vlslbiNty to the road user It Is intended to regulate. STOP signs and YIELD signs shall not be munte d an the saute post. Guidance: Other than a DO NOT ENTER sign, no sign should be mounted back -tea -back with a STOP sign in a manner thh.d obscures the .shape of the STOP sign_ Support: Section 2A. fib contains. additional information about separate and combined amounting 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 approwh, the STOP sign should not be placed on the far side of the intersection. Where two rou4s 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 doers not apply. Where=, there is a marked crosswalk at the intemetiom, the STOP sign should be insWle d in advance of the crosswalk line nearest to the approaching traffic. Option. At wide -throat .inte neections or where two or more approach lanes of trdfftc exist on the signed a9pptowll, observance of the stogy contral may be improved by the installation of are additional STOP sign on the left side of the read andVor the use of a steep .line. At channelixed intersGctitms, filet additional STOP sign may be evotively u� placed on a cherlizius island Support; Figure 2A-2 shows examples of some typical placements of STOP signs Section 38.07 Multiway__SWpAgplkatl e Support: Muttiway strap t:ontmi care be useful as as safety measure at intersections if certain traffic conditions exist. Safety concerns associated with multiway stops incluft px1estrians, bicyclism, and ail mad users expecting other road Users to stop. htultiwaay stop contml is u4 where the volume of traffic on the intersecting roads is "proximately equal. Tbc restrictions ,an die use of STOP signs detcdbed in Section 2B.05 also apply tau multiway stop aWlicafioM sear 2B04WX07 May 2005 Foe 613 12 Typical Traffic Control SM&nwy Opffa don oteSJliemider (Figure TTCe4.0) Guidawc 1. A ROADWORK AHEAD sign -or Vi(O .Ll?1sR WORK AHEAD sift shor ld he plate 0n the left side of the nv+a towy, far ar a'iv�,,edict only fine ieft slumider is affected L Sign Ong shmdd be 130OWS00' for llmrisre,d encase hfghWaO, and On all Other raadieuuys 500'-800' wAm the pmfod Veed 11mll is greater than dS mph. and 31&500' %here the posted speed thnit a'ss 45 mph or grWfa. Standard; 3. Channelizing devicee spacing shallbe at the following: Posted Sped (mpb) tion T. �n Spacing 20' 40' Trav lway Spmedng 40' go, 4. IMe bonier space length sharp be as shown in Table 6144 for the posted speed limit, S. Cone Taper Length Q: Speed Taper Length limit Lane Width In Feet MPR IO 11 12 25 105 11ra 125 30 ISO 165 1s0 35 2105 225 245 40 270 295 320 45 4150 495 6441 (Shoulder Taper =1,8L Mulmuanr) 50 5100 550 600 55 51" 605 660 60 60 6D 770 65 650 715 , 7a0 e6. A shadow vehicle with cinder an arrow board operating In the casutlen Lmode, or at least one high- lutesWfy amber rotating, a►scillafitg, or strobe ligbt shall be pasrketi 50.100" in advance of the first work crew. %. .lr4T-{Istratio said enure izin evi tw vehicle: with act'vaEed hieh-iir�;pf itilbef 101418_-01cillatina, or strobe Sisehts_is usod. 8. g buaw mming signalsused to 1 strobe lichee. Standard: 9. When a side road intersects this highway within the temporary tradlile control x ene, additiond traffic control da vlmx shall he placed as needed. May2005 p 6H-13 ENDi()'70 ROAD WORK ROAD WORK a. „ t,LU.e TED FLASHNG AMBER (CAUTION MWE) ., TYPE 8 OR C LU CONE.S- SEE NOTE 3 UJ e= w ra El RIGHT RIGHT SHOULDER SHOULDER CLOSED CLOSED AHEAD � - � AHEAD girl -28 X 4e3" SEE NOTE t ROAD OL ROAD WORK WORK AHEAD AHEAD W21-4 ,1S„ x 48" t &w1mitorry OpenWom on SAvulder (fture TTC-4.0) may 24ro;5 NV 6F.1 CHAPTER feF M11PORARY TRAFFIC CONTROL ZONE DEVICES Sectlm 617.01 L= aL 9aAm support: Whenem the acronym "ITC" is used in this +Chapter, it refens to "temporary traffic control". Standard: The itoeds staled contereal of all rood users (?ntrtorlsts, bicyclists, and pedestrians within the hIgbway, including persons with disabii_liltles In .accordance with the American with Disabilities Act of 1990 (ADA), Title 11, Paragraph 35.130) through a TTC zone shall be an essential part of ftbwaiy coTtarltatlon, utility work. maintenance operations, and the managmm of tralfle incidents. {'xa/a4dAnt6 The design and gTficadon of 77% devices rasa?d im 77C zones should comider the needs of f all read users (mrgarkva bsi)rhstrand,pedes&iam). tncludirl8 those whit dtaabilitaes. 77m special needs and control of roanrinreyrftvr should uld also he considered through a M zone. Supper FHWA policy recguims dut all roadside appinicnances such as traffic berrriers, barrier terminals and crash cusrbiorns, briid&c railings, sign and lightt pule suppmu, and work sane hardware used an the National Mgbrway System mect the crashwworrthy performance criteria contained in the National Cooperative Highway Researeb Prop = (NCHRP) Report 350, "Recommended Procedures far the Safety Performance Evalutition of Highway Pfawres". The FHWA wtbsite at "'eattp:ttsafety.fbwa.dot.govlpmgrams/roMside_leetrdwvare.htm" identifies all such hardware and inchules copies of FHWA acceptance letters for each of them. In the vase of proprietary iterns, links am provided to ma nufactureW websiters as a source of detailed information on specific devices. Tile we Cit,c also coodns am"Ask the Exparte seef on when questions an roadside design issues can be addremd. A listing of VDOT approved dances far use on state maintained roadways is also available an VDOT`s web site at V tgin aO{3s3C.or,&, Msiness Cursor, Locad na and Vesign Division. Csrashworthinm and crash to shag information on devices described in part 6 we found in AASHTO's "Rapss&iolo Maign Guide, {se Section 1 A.11 of the MUTCD). As stated in Definition 5 in Section 6A.02 of this manual, "erashworthy" is a characteristic of a roadside appurtenance that b as been successfully enmh tested in aocamdano t with a national standard such as the Nmional C000perative Highway Research Program Report 350, j"Idecomme nded Procedures for the Safety Performatnce Evaluation ayfHighwsray Feamacs." Standard - Traffic c ontral devices shalt be defused as all signs, sigtaals. marklnM and otber devises aced to regulate, warn, or guide road use m placed as, am, or adjacent to a street, highway, pedestrian fodilty, or Y by of a public body or official havift JudWiction. .All traffic control devices used on street sled highway construction, maintenance utility, or incident management oopersetional shall conform to the applicable provisions of this Manual. section 6F.02 UwwA,Q Pctt rb fics.of 5i= Support: TTC am sign convey loth gencral and spedfic messages by moans of wants or syrnbots and have the same three categories as all road use signs: mgul", werarniri:j, and guide. Standard: The Donors for regulatory signs shall follow the Standards for regulatory signs in Table 2A4 and Chapter 2B of tie .MG'ITCi . Warming signs in TTC moan shalt bave fir black legend and border on an orange background, except for the R h y=fall �Graale Crossing Advance Warniag (W10.1) sigh which shall have a black It d and border on a yellow background.. and easceoW for aligns than are pe:rmitteel in Parts 2 or 7 to hwe flut►ra cent yvdto"reen backgrounds. Colors for guide signs shall follow the Standards in Table 211-4 and Chapter 20 of the NIUTCD, except for guide signs as noted In Section 6F.30. df-2 May 2005 Standard: motive sheetling used on erange constrtaction and maintenance .activity signs shall be fluorescent paismatit lams type toidorming to Section 247 of the Virginia Road and Bridge Speculcatioxs. Support: The f Uoreseent varsioms of OM'Oc provide higher conspicuity than standard orange, especially dteing twilight. Warmaut mrd t=uide sicrls used fast T( efdemt rsassnaa7f s' ita figs ChaMr0 urn have a black lcacndand bwder an a. flumr.9ccut Pink _baacl Dun d, Existioar slams float stie ,s+till a>5trliry remeiin far blame cm low een b kgmmp4j1br PCd b' lefluorescent chose- and for ,ex friM hiewrcle seed sedmal vetatitliasg fr1011$ too..Y ft usesd in 3M 201Ks_ Stssi�oaa)ta VAU ot flVAing vl+ Wane fi htg_ s easy he ine d in ooninncaion with signs. Standard - When standard orange flags or flashing yarning light's arc used In cengjoutdon wwilb $lgM they shall not Vick the .sign face. G,ul: Signs usedfor tadmwe wta'rnft sMvld Ire 48 irwh by 48 inch, unless,preswnted by rigk-of-zany rnxt -Wlow or approved by .the Dk&irl T'.r44 .Ea ineer_ - lions f s sewn °n 1he feat traffio -loin OU may hC i exescsarry for M= ftbilit-y orenssrpbsrsis.surh as_on.freewra 2=MgXJ. Standard-. Deviations from standard sizes as prescribed herein shall be lit 6 inch incrementL Support: Sign design details are cmtained in the "Stwdsrd Highway Signs" book (see Section 1A.11 of file MUT'CD). Standard: AS sites mind dining dap and night shall be retrore:flective with a material tbzt has a smeeath, seeded outer surface. Non retrv�reMctiwe dgco+ such as mesh tdgns, shAU not be allowed due to faiding, sunllRht shintag ibrough, and improper me during hours of d2rk11088. tran: $ Sums may be made of rilec mtial., GLridawe: Adwmm warrmi g s.(gm used dboriavg' night houn shodd be reviewed an a penanrdit basal, during the shift to aemwv An .tope absented the teens-re)'lesctiuity or visibility aof the signs k tt. Standard: Past-manated sign shall be made of riigid rm>,terlaL Sign substrates for signs mounted on plastic drums, Type III barrriead€a, and portable sign staaeds shall be eltberr a flexible netroreilective roll -rap material, or a 0.4 inch thick corrugated polypropylene or polyethylene plastic: material, or o O 79 inch thick alellraainutralplastic laminate material, and shall be the same material that was used when The de -dice was tested and found eaampliance with NCOIV350, Test I.evo;13 requirements. Section GP_03 NCO EllUgmt �utdwotse_ SWns should be lamudowe the right side of the msoadww unless otherwise Vvc$euf ire this M~1 W(?- OJzIwzQo w� MWOW Zow3NC7 OO lL Z Of�w v ao Lwv Of _ w J Y Z Z j M 50 5 Qv � S Q � W � Z Ci U w er O a W ® Z N p C>I O � ZEu>F- In 1� LL 0 I-- w W V) Q O w Of � w� J 00 w U z a (n o cUn czn w U U o w o on zp � w � .® Q � U < U r z U z o Y U O ! zio ZLL J 0 0 _ U J N E r r. Shope to elevolian Of i� I miO-point of largest pipsStwe Of pion $10P0 r0 MOM f0 MWlrl 01 !• '-'?(` Q outlet pipe. SECTION A -A METHOD OF TREATMENT IN DROP INLETS Tranihon between pipe diameters '\ when dif}ere,x wus d pipe are \ encountered. NOTES Shaping of manhole and inlet inverts in accordance with this drawing is 14 apply to iissa structures ._p_ \\� c Slope to Oran to invert of outlet pipe. of struc on plane or where invert o1 pipe is above invert o} structure. �j 1 •. tAON+ae or Mop ;Net is to he formed and capstructed in attoroarca • t, a with opWirobfe sronOorO or apsc Tot d+owinq. The invert sloping as detaeed hereon is to consist of 0 Portland Cement Concrete mix conforming to -.� // y' Class A 3 or Class CX,excapt that 25y of coarse aggregatemay be up ID 4"in OrOmElel and Conine} Of stone, broken brick, DfOkEa concrete, / . ;:a-rc`", ; • or broken concrete block The surface shall be left smooth by means Of band trOWe11162. None of the coarse aggre901e shall remain exposed. • Details of +overt shoping as she hereon ant for exomda purposes Doty. •. Y . Each monhole or Oro inlet is to De %ho p ped �ndividu011y t0 test fit the "- --- --- - - - particular ;Net and outlet configuration and now lints. PLAN SECTION 8-13 METHOD OF TREATMENT IN MANHOLES SPECIFICATION REFERENCE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT TRANSPORTATION 706.08 " NOTES 01-7.7A.78 1. DEPTH 'OF MET (H) TO BE SHOWN ON PLANS. o e 1 B 2. THE -W DIMENSION SHOWN ON THE STANDARDS - -- - -- - - - - AND SPECIFIED ON THE PLANS WILL BE MEALSPIPE O DIME TOPFROM TOF IN E VERT OF TTHEOUTFA.L _. .-•-•i•-•-•- - PLAN "H" DIMENSIONS ARE APPROXIMATE ONLY _ FOR ESTIMATING PURPOSES AND THE ACTUAL -- - -- -- ------ _ ! - ---- - DIMENSIONS SHALL BE DETERMINED BY THE 1 CONTRACTOR FROM FIELD CONDITIONS. i0 MAXIMUM DEPTH IH) T4 BE 12'-8. PLAN PLAN 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS ICOVER REMOVED> A-4'-4" (t2" - 36" PPE) (COVER REMOVED) TO BE SHAPED ACCORDANCE WITH STANDARD IS-1. THE COST OF FURNISHING AND PLACING ALL B'3' 0" (tY - 3W' PPE) MATERIALS NCIll TO THE SHAPING AS TO BE A•4'-ID" (42" PPE) GROUT INCLUDED IN THE BID PRICEN FOR THE STRUCTURE. B•3'-6" (42" PPE) CONCRETE COVER (FOR DETAILS SEE ♦• N THE EVENT THE INVERT OF THE OUTFALL CONCRETE COVER SHEET 2 OF 3) POE IS HIGHER THAN THE BOTTOM OF THE (FOR DETAILS SEE AGGREGATE. STRUCTUfRE THE INVERT OF THE STRUCTURE - . -.. SHEET 2 OF 3) SEE NOTE7. SHALL BE StMAPE0 WITH CEMENT MORTAR TO -44 AGGREGATE.SEE NOTE7 PREVENT STANDING OR PONDNG OF WATER j IN THE STRUCTURE. THE COST OF FURNISHING -+ WEEP HOLE. w ''' ' WEEP HOLE. AD PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE 8, I SEE NOTE 8. THE SHAPING 5 TO INCLUDED IN THE BID > j PRICE FOR THE STRUCTURE. S' ' - LET HOLES STEPS. SEE NOTE 5. 5, STEPS ARE TO 8E PROVIDED WHEN H 6 4'-0` = t OR GREATER FOR DETAILS SEE STANDARD ST-1. j 1 6. REINFORCED CONCRETE FOOTING MAY BE i PRECAST OR CAST-14-PLACE. TWO LIFTING I I X I 0 i X HOOKS OF FABRICATORS DESIGN TO BE t PROVIDED N PRECAST FOOTING 7. 4" DEPTH AGGREGATE 168.278. OR 0 B X 6" Will 8- 3" DIAMETER WEEP HOLE WITH 12"X12^ PLASTIC - SEE NOTE 4. -HARDWARE CLOTH '/i' MESH OR GALVANIZED SECTION A -A SECTION B-B STEEL WIRE,MNNMMUM WIRE DIAMETER 0.03", CAST IN PLACE tNIIJBER 4 MESH HARDWARE CLOTH ANCHORED FIRMLY TO OF tHE STRUCTURE. PRECAST THE OUTSIDE fTH FOR USE W12" TO 4Z" PPES NOTES (CONY ) 9. THE TYPE OF MET (PRECAST OR CAST N PLACE), DIET ED tN:RE TO CONSTRUCTED WILL BE RECOMMENDED MINIMUM HEIGHT CHART PPE SIZE H DIMENSION CONC. CORK. META, 12- 2'-6" 2'-5" 15" 2--8" 2'-1r 2r 3'-3�'i 3'-2" 24- 3!-7"V-5` 27` 3'-W'/4" 3'-8" 30" 4•-fle N-1r 33` 4'-4;r4- 4'-2- 36" 41-6" 4•-5" 42- 5'-2%:" 4--tr VECIFICAIM ItDIAEtt2 241 503 11 PAVED DITCHES ARE TO BE TRMWONEO TO MEET MET GUTTER AS SHOWN N STANDARD PG-2A. 14, PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS. WICIZ "l PER FOOT OF ADDITIONAL DEPTH tH) 0.362 CU. YOS rr PIPE) CU. YDS. ( PIPE) 0.SHEET 1 OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VIRGINIA DEPARTMENT OF TRANSPORTATION 104,22 2"(KAMETER BAR OR NO. 14 BILLET L8S✓FT„ Ill A A L2") 5Yi X S4� tTO KCTORAR L21/i x2%j x1/t' DETAIL A YPE 4e►Bld"*-Ol BARS (FROM PLANSI 022 REOVA PLAN- VIEW SEE DETAIL iv SECTION A -A SECTION -B-B noArr .. APPROXIMATE QUANTITIES CCL�ASSEN T L' D.423 C. Y I Las. AR SPACING T GRATE E DIMENSION A B E ?A" 3" _ r r NOTES L GRATE A AS TO DE UTMIZEO N LOCATIONS NOT NORMALLY SUBJECT 10 TRAFFIC. 2. CRATE B IS TO BE UTILIZED N LOCATIONS NORMALLY SUBJECT TO TRAFFIC_ 3. FOR DETAILS OF LOAD CMRY6(C CRATE (CRATE 8). SEE T 0(•7. SHEET 103,08. 4. CONCRETE COVER AND CRATE ARE TO BE FURNISHED AS A SINGE UNIT, OUTSIDE DFINSKW$ OF RATE TO WM BE 3-4-X 2'-f1ye (CRATE A) OR J'•4" X 2'•11jt ICRATE 0). 5. ALTERNATE METHODS OF ANCHORING All NON WALL Ot AC Ill E APPROVED BY THE 6. CRATE *0 COLLAR ARE TO BE GALVANIZED. 7. CONCRETE COVER MAY BE PRECAST OR CAST IN PLACE.. A. CONCRETE TO BE CLASS A3 6' CAST IN PLACE. 4000 PSIIF PRECAST, !. (IRATE BARS TO BE PARALLEL TO DIiCHN FLOW. DETAILS OF •UTT_ A{yD METHOD OF PLAC>'M h1T NOTES I. Ill NO CUTTERS. 01-7A NO CUTTER N ONE DIRECTION. EI-70 CUTTER N BOTH DIRECTIONS. 2. JOWTS BETWEEN GUTTERS AND CONCRETE p COVER ARE RODSTO BE DOWELED WITH #4 X 8- 4 ALP�PROX C-C TO PREVENT SET L - INT. IN EO. OF DOWELS A 2" X 4^ NOTCH AY SEE STAYpARD i•p-3,1 ALTERNATE DESIGN. 3. VARIABLE 2ttOR RATTER. 4, DITCH GRADE T BE ADJUSTED TO MEET DIFFERENCE N ELEVATION, SEE LONpTUDNAI, SEC LOIN. S. IF DEPTH ID) 9ECOMES LESS THEM 4-, LENGTH OF BilliW 5-1WE DE EXTENDED AS DIRECTED IL CURTAIN WAIL TO BE LOCATED AT IHE END OF THE PAVED DIiCH SECTIONS OF THE 01-7A t 0I-79 THAT ARC NOT ABUTTED BY OTHER DRAINAGE. 7. IF NORMAL DITCH Al IS TOO FLAT TO ALLOW FOR TEO GRADE TO INLET A SPECIAL GUTTE TAIL WILL BE REOUREtO ON PLANS, SECTION A -A SEE NOTE 31 ` I I= NOTE 31 : 1 SEE NOTE SEE NOTE + BOTH SLOPES FLAT ONE STErA SLOPE iI"-A ONE INTERME ATE.510PE DITCH INLET .O. r p CH (ET "O D AOJ�M7ETREO.TDGLITGIRAD%rrME 6", �A a' INLET ELEVATION TYPICAL ELEVATION SEE Mott 3 SEE NOTE SEE NOTE 4 SEE NOTE S ONE STEEP SLOPE -ONE FLAT SLOPE BOTH SLOPES STEEP ROxill QUANTITY FOR ONE CURTAIN WALL, MEASURED FROM BOTTOM OF CUTTER CONCRETE CLASS A3 0.241CU,YDS. AT THE OPTION Of THE CONTRACTOR.. 15, d-7-------- NO GUTTER 10. FOR DETAILS OF CONCRETE COVER, COLLAR AND Dt-7A ------- SINGLE GUTTER WHEN ORM INLET GRATE AND THE METHOD OF PLACING APPROACH 8 ON A GRADE. CUTTER SEE SHEET 2 OF 3. DI 76 ----- DOUBLE GUTTER WHEN DROP MIT 1L CAST -IN PLACE CONCRETE IS TO BE CLASS AJ IS N A SAG BETWEEN TWO GRADES. (3000 PSI). PRECAST CONCRETE iS TO BE 4000 PSI. 16. FOR DETAILS OF PRECAST DI-7 NOT SHOWN HEREON SEE PRECAST UNIT ASSEMBLY DIAGRAM, PAGE 103,01. 12. CONCRETE QUANTITIES SHOWN ARE FOR IDICATEO FOR PRECAST GE NERK NOTES, PAGE NX3,02 AND FOR DEPTH Oil WITHOUT PIPES. THE AMOUNT pNpLACEp BY PIPES MUST BE DEDUCTED TO APPLICABLE PRECAST BASE, RISER AND TOP DETAILS, OBTAIN TRUE QUANTITIES, FOR INLETS OF PACES 103.47 THRU 103.12. DIFFERENT DEPTHS ADD OR SUBTRACT THE 17. GRATE BARS TO (TIE PARALLEL i0 DITCH FLOW, MPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH, PPESIZE 12- 15" t8" 24- 30' 36" 4Y MINIMUM DEPTH 2,•-(r -31/," 2'-6t/r 3'•1l 4'-2" 4'-BYz" CONCRETE .947 1.045 1.143 1.339 1.535 1.731 1.927 OR rtAl TER LONG7UDNAL, SECTION (WHEN INLET iS LOCATED ABOVE NORMAL DITCH GRADE) SEE H07E a. STANDARD MEDIAN DROP INLET REV,7/05 12" TO 42" PIPE f�W4,23 VIRGINIA DEPARTMENT OF TRANSPORTATION APPROXIMATE CUANT17ES ME DI-7 04.7A 01-7B ICU. Yes.1 NONE 12n 2,H8 THE 011Y), SHEET 2 OF 3 sPECIFHC/sTDN REFERENCE 24t SOJ AIRS T-d 3,4 01 1 1/2 SECTION CAST IRON �1/2 SECTION STEEL NOTES 2•_7•• L 2%2" x M/7" x 1/i' 1, DEPTH OF MET (H) TO BE SHOWN ON PLANS. LntQ1a to be i 10'-4" IOnq FOR DEPTH GREATER THAN 10' USE STANDARD - coHt With coats T'3/i' ,/� 01•tA rn B B 2. THE "H" DIMENSION SHOWN ON THE STANDARDS d 3A�.3C EXPNfS10N KEYED FOR DETAILS OF INLET JON•T COAST, 3°-10" BACt( Df SIDEWALK Y JDNT HMS �1(.�ll ILAQt ExPA190N JOINT fRAAE M COVER SE T D IC-2. M w.f p 0 Aland Brace REs CAST GALV, IRON STEEL 68 ± 143.6 3 Il to$. including including lags onnectors MID SPECIFIED ON THE PLANS WILL BE B _4 2" MEASURED FROM THE INVERT OF THE OUTFALL 111 to 4 PIPE 70 THE TOP OF THE STRUCTURE.I � SUBBASE PLAN "IN" DIMENSIONS ARE APPROXYATE OHAY C •G".6'8' Y _____ One welded joint FOR ESTIMATING PURPOSES AND THE ACTUAL n _ AIRS F ! 1 I j BARS B a HARDWARE H OWNSIONS SHALL BE DETERU0EO BY THE I CONTRACTOR FROM FIELD CONDITIONS. - I `•; ' _ �j 4J + AIRS FS-EEEM1't ET E. Weld ON 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS I ' 'z bb! connectors TO BE SHAPED N ACCORDANCE WITH STANDARD ' t t0 collor IS-1. THE COST OF FURNISHING AND PLACING ALL - W MATERIALS IN CENTAL TO THE SHAPING IS TO BE INCLUDED N THE 8D PRICE FOR THE STRUCTURE, 4ST 'r 4, N THE EVENT THE INVERT O• THE OUTFALL 5x Y/p" x 4•• /t" x he GUTTER9'/i' 2'-7" `�/i Lugs ••-� PIPE 15 HrCNER THAN THE BOTTOM OF TFNE rl q AIRS D FACE OF CIiiB88^Stud Shear STRUCTURE AE INVERT OF THE STRUCTURE connectors BE 'SHAPED WITH CEMENT MORTAR TOCONTROL JOINT CRACK CONTROL JOINT ' !, 2 ,9/2" , PREVENT S1ANiG OR POtIDING OF WATER 2' 0 M THE STRUCTURE, THE COST OF FURNISHING 8, PLAN SECTION A -A PLAN � AND PLACING ALL MATERIALS INCIDENTAL TO INN`-"•-•„� INLET SHAPING IS TO BE INCLUDED IN THE 13DMAXA t0 MAJI. (Grote Removed) \\\\\\�\ • PRICE FOR THE STRUCTURE. �" /' KEYED COAST. JOINT L-VARiABLE - MAX. 2(r H ��pPEE ?1 SECTION B-B 5. STEPS ARE TO BE PROVIDED WHEN H IS 4'-0- _ 8 3, " 2 11 4A" PUTTER OR GREATER, FOR DETAILS SEE STANDARD ST-1. $ 6 B A DIMENSIONS fbxR COLLAR DETAIL 6. T14S ITEM MAY BE PRECAST OR CAST-N-PLACE. ear l GUTTER APPROACH CAST IRON ONLY 7. "4 X 8" SMOOTH DOWELS AT APPROXIMATELY etT# �12" C-C TO BE PLACED N ALL AREAS ADJACENT D I TO ABUTTING CONCRETE TO PREVENT t__ -- '---'- -`--- ------`- 4'-2" SETTLEMENT. N LIEU OF DOWELS A 2"X4" - {.-� Hardware Cloth 2' 8" NOTCH MAY BE PROVIDED SEE STANDARD I BARB F ARSE M 1 ------ ---- 1 3" Diameter y-3- T-d-3, 4 FOR ALTERNATE DESIGN. `'* B BARS E .weep hate"' ' ; #H3" DIAMETER u o • Sea Note 8 N 8. 3" DIAMETER WEEP HOLE WITH 1T'XIT' PLASTIC WEEP HOLE FRONT ELEVATION 1•_ " BARS B na "--a d,. � iV ,£ HARDWARE CLOTH 1/4' MESH OR GALVANIZED ; BNtS F " •n'- -� E nj'j�jj STEEL WIRE, MINIMUM WIRE DIAMETER 0.03" Collar '^ ----•4" depth Aggr. IMMUNE NUMBER 4 MESH HARDWARE CL07H AHCHOhED --____ _ _-_� (GUTTER REMOVEDI F/4" 3,-O" ir•'n SN - 168,178 a C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 12., 08 x 6" width �'��� h I� 5)1/4' BENT PLATE SECTION B-B E NE DDDDDDDDDD E 1; 9. CAST IN PLACE CONCRETE IS TO BE CLASS A3 E-�-s1•�- , I8_ ..;. •, r1"-t5"-t8" 0 24" N (3000 PSI). PRECAST CONCRETE IS TO BE ---+++ttt---ttT���"' ti DDDDODDDDDDDDD `°°° . If Tarn • i•7 . 10, MY ALTERNATE METHODS OF ANCHORAGE 1/, R 0'• Lj- T� (j (�(j jj (j i MEETING THE APPROVAL <E THE ENGINEER TYPE A NOSE OETAA. StMALt 8E USED WITH CG-3 >k CG-7 STANi)AH31S. •�•'.,, GALVAN �%4" a e A . m1 I IDUI IQIIOI IDDODDD �S MAY BE SUBSTITUTED FOR THE CAST IRON TYPE 8 NOSE DETAIL SHALL BE USED WITH CG-2 STANDARDS. TYPE A TYPE 8 1/2" X 4" V5Ttp $FiMi CONNECTOR tIlEI0E0 o .ice U U tl L11J LUGS AS SHOWN HEREON. ¢ CALYAQED PLATE FOR TYPE A TO BE ANT ON AN STUD OF 68.30' TO ANGLE titdl AT 2 C-C- CONNECTORS Af10 5 TO BE ANCHIOREO MOTH '/2" X 4" STUD SHEAR NOSE DETAILS SECTION A"A L WELDED TO BENT PLATE AT 2'C-C- 4" i ._. 1111 APPR. PAVEMENT CONCRETE QUANTITIES FOR MIN. DEPTH -'*•II�-- ____I r/i a'3A I L d'3e L d 3c L • .:_ . wA>IPm PAVEMENT IT' Concrete pipe - 1.440 Cu- Ydt, Conerete SECTION C-C SECTION D-D t5" concrete Pipe - 1.528 Cu, Yds. Concrete -�- - )$' Concrete pipe - t.620 Cu. YdS. Convete �I--i/ L -------- - =-I I -I- - - - w 20 2M/! 24" concrete pipe - 1.817 Cu. Yds. Concrete x I I x I f -SON = I i I y,11 3'%z" W•20 Add 0.469 Cu. YdS.Der GRATE DETAIL I rl,� f - FLU:! r{�� i - '}`-••i LoeATHdd of HtfxE ro W2o w-z r DEEP NOTCH odditionafooU Of depth, APPROXIMATE WEIGHT 0,1 Ww..�J 4�J DETAIL WHEN USED Of INLET ACCORDING TO FOR INTERLOCK Grata 363 �� 18 AHs FOR USE ON GRADES ADJACENT TO CURB " -- - -- - --- FOR LOSE N SACS WITHOUT GUTTER SHEET 10F 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT. STANDARD DROP INLET "E`�1UT1N BOTH SIDES TO fE SYMAETRRICAL SHEET 1 OF 2 r[FL)xltcL 12" - 24" PiPE= MAXIMUM DEPTH (H) = 10' 233 STANDARD CURB DROP INLET STANDARD PRECAST TOP UNITS W 4,01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 12'' - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 Y• 3'03 VIRGINIA OEPARTUW OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 302 103.05 t04.09 TNQPRTART P CT-iPPT ASR( TI CURB DROP INLET THROAT SECTION PB-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF Ftl TOP OF Fill TOP OF FILL -- GROUND LANE H GROUND LINE H GROUND LANE H ririr rill e rrrrr k rrrr ,sue r' . r i rrr rrr rr/ ri a•M'EARTH rir /i I ri rr ROGx OR p.12" INYELONG J� �r r rr D. - / --EARTH 0 d SOIL Dr2 4" Or2 Or2 BEDDING 31 D MATERIAL L-41-n MN. vtD 0� 1 Imo' MN. Vt0 a I � kIR.11W D �T p� % Ey-. 'X MAT r HR X Q--�•i X MMATERW. X � D �'�i X Het••- % FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE r INN. L5 x 0 MAY. t-5 x 0 J LIN. L5 x D MINL t.5 x 0 H _ MN. t.5 x D _ 1 _ MN. 1.5 x 0� TOP OF TOP OF FILL FILL 1_ TOP OF F�tTL�-'"'� H H IN _ //r/r rrrrrrr r = r jr /rrr r/rrr rrrrN -- rrr rr rrrrrr `"' � rrrrrr J/ry rrrr /rrrrr `-' � rrrrrrrrrrrir rirrrrrrrrrrrr • -_ r,•rrrrirrrrrr r/rr/rrrNrr/ - f fJ1f' D•tz" r r/irrr WOUNU _ rrrr rrr /ri rrrrr r rr rrrrr r p.�•• _ iriirrrirr rr r �.rir i/rrrrr a f+ l D' - r� rrrrrr GROUND d rrrrrrr�r d rr�r��rrr ' -- 0r2/ 12 rrrrr _ LGRROUNp art= 14 EARTH 4» _ �� OR / MIN. 1rW O� X � 0 � X MATERIAL LAN, 1/10 Oil UNYIELDING SOIL �. MIN. trD 0 � 1 " O x BEDDING /2 PER MATERIAL MATERIAL EARTH NORMAL EARTH FOUNDATION � a H ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR MAX.24 OTHERWISE UNSUITABLE MATERIAL ®SEDONG MATERIA N ACCORDANCE WITH NOTES SECTION 302 OF THE ROAD AMID BRIDGE SPECIFICATIONS, FOR PLASTIC PPE, THE LIMITS OF THE CLASS A BACKFILL MATERIAL SHALL 8E _4% r BACTION IFILLL MATEROF IAL IN ND ACCORDANCE EXTENDED TO 12' ABOVE THE TOP OF THE PIPE. SPECIFICATIONS, FOR GENERAL NOTES ON PPE BEDDING, SEE INSTALLATION OF PIPE CULVERTS RECtILAR BACKFILL MATERIAL N ACCORDANCE AND STORM SEWERS GENERAL NOTES ON SHEET 107.00. WITH SECTION 302 OF THE ROAD NO BRIDGE SPECIFICATIONS, EMBANKMENT SHEET IOF 4 INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PiPE BEDDING AND BACKFILL - METHOD "A" 302 REV,7/05 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 107 01 I I TABLE OF QUANTITIES d 3��,3c L AREA OF REINFORCING STEEL TYPE SLOT Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS )YEKa71T Ft, Ft, Cu. Yds• No. Lit. Ft. * No, Lim. Ft. i No. Lin. FL the No. Lin. FAIRNa. lin. F4 No, Lan Ft.MM No. Lin ftlt L Lt)s. d 3A 2' 6' LIS 2 1 51-7" 3 N-2" - 6 T- 4 1. g V- ., 7" •- 3 3'_Z" 4 r-6" 3 r_a» 4 4 6' 2.75 42 5 3'-6" 6 '- 3 3•-2" 4 3'- - 3 r-6" 4 - 1 8' 367 3.46 5 W-6" 10 •- A*,10" 3 5' r, 3 3'-2" 4 V " 3 r-6- 4 Al 68 d 38 10 <. 3. S 7 6" 11 Al to 6' W" 5'-7" 3 N-2" 4 7'- " 3 r-6- 4 i ' 204 12' 5.50 4,34 5 9 6" 7 a 6' 3 5' 7" 3 3'-2" 4 9' 3 Il 4 r- 251 t4' 4 5 IT-6" 22 1-7" 3 3 2" 4 T- ' 3 r-6" 4 16 7 3 5.?2 5 u'-6 26 6•" - 3 5•-7" 3 3'-Y 4 ll 3 r" 4 r 8.25 5.68 5 6 30 '- 3 '-7" 3 Y-Y < " 3 T 4 r- 1 20' 9.17 6.09 5 ll 34 •- 7" 3 3'-2" 4 t7•- " 3 ll 4 4 38 6 5 .01 10 r-9" 4 6'-7" to All T 3 3'-2- 8 r-9" 6 r-a" 2 It) Il 10' .67 4.58 .4 3AS 10 W 2'-1T" S-9" a 12 7" '• V-7-' to 6'-10' 5 '-7" W-7" 3 3 3'-2" 3'-2- A 6 3'-9- 6 6 T-6" r-6" 2 2 - 205 4, W a -e" 16 7" 6 r-6" 2 - 252 DI•3C 14- 4 4 D 5'-9" 20 Ill to ' 10' 3 3--2" 5'- 6 T-6" 2 r- ' 16' 7 D 6' 9" < •7" 7" 3 Y-Y 8 Il 6 * 6" 2 3+ t8 8.25 5.65 f0 T•Ir 8 6' " to b' 5 5'-7" 3 3'-Y 8 T-9" 6 f-6" 2 302 1 W 9" 6 r a" 2 439 E NOTES T. DEPTH OF el (H) TO BE SHOWN ON PLANS. 7. 0 4 X 8" SMOOTH DOWELS AT APPROXIMATELY AT- C-C TO BE PLACED N ALL AREAS ADJACENT 15. THIS AREA MAY BE EARTHEN, N WHICH CAUSE TFI£ EXPANSION JOINTS 1Mlt IMPLY ONLY TO 2. THE 'W' DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CURB AND GUTTER. AMD SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFACE SETTLEMENT, Tl CONCRETE QUANTITIES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. PLAN "M OMILtNStOtaS ARE APPROXIMATE ONLY 8. 3" DIAMETER WEEP HOLE TO BE LOCATED 70 DRAM $► �E MA7ERW . WEEP WITH r DIS OF S' Y WITHOUT PPES, THE ANOINT DISPLACED BY PPES MUST 8E d:DUCTOF TO OBTAIN TRUE QUANTHTIES• FOR s�ETS OF FOR ESTIMATING PURPOSES IM THE ACTUAL DIMENSIONS SHALL BE DETT74IHEa BY THE T2"X12" F7 AS IC (iM1DWARE CLOTH 4" ME9H OR GA V�Ep STEEL WIRE MMIIeIli1 WIRE DIFFERENT DEPTHS ADO OR SUBTRACT 0-M CONTRACTOR FROM FELD COMDITXM. OfAdETEAT 003" MAW" 4 IrESH HARDWARE CLOTH ANCINOREMD FIRMLY TO THE OUTSIDE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTHI- 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED R ACCORDANCE W TH STANDARD OF THE STRUCTURE. 17. LENGTH OF ANGLE RON AS SHOWN ON 'SHEET 1 IS-1. THE COST OF FURNISHING NO PLACING ALL 9. ALL REINFORCING STEEL SHNL WAVE A MIN. OF 2 IS TO BE E+t6' AT 4.10 LUgS./FT,. MATERIALS INCIDENT& TO THE SHAPING AS TO BE INCLUDED N THE fib PRICE FOR TIE STRUCTURE. COVER OF 2'. 18. * DENOTES LENGTH OF ONE (fl BAD. 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF IN THE EVENT THE NYCRT OF THE OUrrALL ALL OPENINGS 8Y 2". 70. ALL RENFQRCINQ BARS TO BE MS. 4. PPE iS HIGHER THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE it. CAST -IN PLACE CONCRETE IS TO BE CLASS A3 20. WHEN MM..ET H5 USED N 4'-C" MEDIAN, BACK OF SHALL BE SHAPED WITH CEMENT MORTAR TO (3D00 PSI). PRECAST CONCRETE IS TO BE MET 1S TO BE SHAPED TO CONFORM TO PREVENT STANDING OR POMMIC OF WATER 4000 PSI, PROPOSED CURB, N THE STRUCTURE. THE COST OF FU MMH NG AND PLACING ALL MATERIALS INCIDENTAL TO 12, LENGTH OF SLOT (L) WILL, N EVERY CASE, BE THE SHHAPNG AS TO BE IMCL(IDED N THE LTD SHOWN ON PLANS. PRICE FOR THE STRUCTURE. 13. i' INLET IS CONSTRUCTED N MEDIAN CURB OR 5 STEPS ARE TO BE PROVIDED WHEN H IS 4'-0 WITH INTEGRAL CURB. GUTTER IS TO BE OR GREATER. FOR DETAILS SEE STANDARD ST-1. OMITTED (SEE DETAIL), b. TINS REM MAY BE PRECAST OR CAST-N-PLACE, 14, STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS N ACCORDANCE W1TH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB, Sheet 2 of 2 VEOV109 " T fuev E STANDARD CURB DROP iNL 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION t04.10 INSERTABLE SHEET A 1 S 1 PB• 1 T-DI-1 GENERAL STANDARD DI-1fRAME TOP ALTERGRATE NATE I. METHOD "A" PPE BEDDING SHALL BE USED FOR ALL TYPES OF PPE CULVERTS WITHIN THE APPLICABLE HEIGHT OF COVER RANGE NOTED N THE STANDARD PC•1 TITLES UNLESS OTHERWISE NOTED ON THE PLANS. I+ BAl04" C-C T-T1 -- --T?-T 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT 10 FINISHED GRADE. }+�- ----- -}'T R 3. b - EXCAVATION DEPTH AS SHOWN ON PLANS OR TO FIRM BEARING SOIL. pp:--� - - - - - -I-} CIRCULAR PIPE U U U 0� i l k DOQ�U -- f L I Q4'-W" f. D OUTSIDE DIAMETER OF PPE. •4 DIAGONAL BAR If �� R ! ggg 1 1 1 2 d - INSIDE DIAMETER OF PIPE UAL CORNERS UUU BUNION RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR. METAL 15" 2' ." 2' 8" 2'-ir• 24- 3'-7• 3'-5" at FOH ALILRNATE DETAIL, •4 BARS-, ;AIl Re BARS 05 ON 6' CENTERS. •3 INSERTABLE SHEET A148 NOTES- i- SEE CENRERAL NOTES - PRECAST FOR ADDITIONA, DETAILS. 2, CONCRETE TO BE 4000 PSI MINIM W COMPRESSIVE STRENGTH. 3, REMEoRCID STEEL IN ACCORDANCE MrtTH ASTM A 615 FOR REINFORCING BARS. 4. REINFORCING N ACCORDANCE WITH ASTM A -US FOR WELDED WIRE MESH. S. DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WiTH MANUFACTURER. S. THIS LIMIT MAY BE USED WITH ALL STANDARD 01.3 i 01-4 CURB DROP INLETS. 7_ EACH FACE BLOCK SHALL. HAVE 2 OR MORE LOOPS f•3 BARS)CAST N FACE AS SHOWN, THESE LOOPS MAY BE USED FOR LIFT All FOR TIEING IN. THE POURED N PLACE GUTTER !SECTION. FACE BLOCXS ARE TO BE SEALED WITH GROUT OR POLYSULFIDE SEALER, S. STANDARD ST-1 STEPS NOT REQUIRED N THIS TOP UNIT. EE ALTERNATE NOSE DETAIL, KET2OF2 _ 2•. q» ._.tea•{ r i ..I. s- •3 r b' 04 BARS Y- t BARS N LOCATION OF HOLE TO { r DEEP 1 i VARY ACCORDING TO TYPE SEE ALTERNATE FOR NTFJ OF INLET CONSTRUCTED. DETAIL 8 • VARES WITH MANUFACTURER TYPICAL MINIMUM BAR REINFORCEMENT W-11 r/» 2 t0" ALL R10 BARS I-20 SMOOTH W-20 2 -7a/2" BARS O1 4" Al W-2D r ' 4- •4 BA1RS ' W_ L - W20 i 45• w 17 y r-a' r-D w-20 •4 BARS •3 BARS •4 BARS RECOMMENDED MINIMUM HEIGHT CHART my w s� PPE SiZE H DIMENSION CONCRETE PIPE 6" 2-tr 1D' 3 t2" y,a" Ill All 2r u, r- M � e4 �o •x w+n a m 1„ AI w ai_da �' tJ R7 N 61 1`1" ! 4 1 +•_101 " 4" 51•5" " 12'• V-81 " 4'-4" E" 4'-71/4- 4.-fit/=• 2r W-We" 24' 51-5" 27AD W ill 33" a••5." 4 » , .��, _.. _. _S+E1stATlpN 105 233 302 T-D-3,4 STANDARD IC-2 FRAME AND COVER �f/4" �� PRECAST a FACE OF • .N , BLOCK 13 BARS t1.� r� r 0 rr. 1 1_S%=" PRECAST THROAT :. 2- 2/2- PRECAST FACE • I; 6t/ OF BLOCK 6" ISOMETRIC 1 3"►� CURB DROP INLET THROAT SECTION ALTERNATE DESIGN 84 BARS :: ': , '� fie- X 4- HOLES EACH END OF FPA�(ET LI NOTE 1 ' SEEBACK BLOCK CUM LiHE r RADIUS I NOTE( 1/e DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT Of AAECENT CONCRETE. } ALTERNATE DETAIL FOR FACE BLOCK •- -----------r'-------------� DETAIL A (NOSE TYPE B) PLAN 2" NOMINAL - a•1 I.. 2" BACIK CURB L�fHE y / 4j• -- J�.'j1j¢ r----------------------------I ' 1 1 TSEE OErroYi-� +" t '.•v: -�-T 3fi"' 4- f HOLEX e.-. .. 2. FOR TO CURB FACE OF BLOCIC BACK VIEW END ViEW NOTES: ALTERNATE ALTERNATE NOSE DETAIL B L 2- x 4" NOTCH MAY BE FORMED WITH STRAdNT SIDES, TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS, (Poll USE Ail MOUNTABLE CURB) 2. ALL DETAILS NOT SHOWN TO IRE INACCORDANCE WITH SHEET t OF 2. SHEET 2 OF 2 SPECIFICATION REFERENCE STANDARD PRECAST TOP UNiTS toy 233 VIRGINIA, DEPARTMENT OF TRANSPORTATION 302 103.06 Q w GtNIA (n _I � 3 Z Q Q O ° w �r LIZO ae O w z O a� ) z = C)o ( Ld0 Q �� WOW 6 D C) a n Lwl. �CO / Of °ft� ww0a _ W H- f- L 3. X WIDTH OF CLASS I BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE- TYPICAL X - 12" WHERE d IS LESS THAN 36", TT�--____- T,. X Ia" WHERE d )S 36" ANAL GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR 4-44-4-- -��4- NORMAL- EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE (EXCEPT PLASTIC Pill 30" AND LESS N DIAMETER WITH HEIGHT OF COVER W OR LESS. I 5. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFK,L MATERIAL FOR 4'-D' DIAMETER -W" ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS IN DIAMETER WITH HEIGHT OF COVER 15' OR LESS. 6. BEDDING MATERIAL AND CLASS t BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1. 1A PC p SLOT INLET (01-13) OUTLET PIPES INSTALLATIONS. ELLIPTICAL PIPE •-�- . -���. 'r 4- .r F- 1, S1 •OUTSIDE SPAN DI 1, OF _ _ - J• ,r. .T- Q U w 2. 52 INSIDE SPAN DIE}NStON OF PPE. O 3, R - OUTSIDE RISE DIMENSION OF PIPE. 1' 4, X • WIDTH OF CLASS IBCCKFIL MATERIAL BEYOND THE EXTREMTY OF THE PPE. !� X • Il WHERE 52 IS LESS THAN W'. !1 X • 18" WHERE Sz IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR CID LE-) L,-)NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR ¢ _-�,: -.� �. O LESS AND HEIGHT OF COVER IV OR LESS. ,L T t` f- 6. REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR Ci HEIGHT FOUND N AT CO ER TYPES FOR ROUTINE ENTRANCE PPE WHERE S2 IS 38" OR LESS AND ..� �: •. �• �_ � M� #ter++ o PIPE ARCH Allr $ DOWELS t2 I S BARS (WITHOUT LGR •� � t GROUT Z I. S • SPAN DIMENSION DIMENSION OF PIPE. V LONG (WITHOUi CRATE) O 2. R • RISESEE -1 TABLE OF PPE. 153 LOS.) �{ �, 3. B - SEE PC-1 TABLE FOR APPLICABLE PPE MATERIAL •i. - 4. x WIDTH OF CLASS IBACKFILL MATERIAL. BEYOND THE EXTREMITY OF THE PPE. NOTES: x • 12" WHERE S2 IS LESS THAN 36". x 18" WHERE S2 iS 36" AND GREATER L SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 5• WHERE DIRECTED BY THE ENGINEER. BEDONG MATERIAL MAY BE ELIMINATED FOR NOTES NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR 2. CONCRETE TO BE 400D PSIM MMLOA. LESS AND HEIGHT OF COVER Ill LESS. cn rJi 3• REINFORCING STEEL N ACCORDANCE WITH ASTM C-478.ASTM A-497 A. TONGUE AMID GROOVE JOINT TO BE OF FABRICATOR'S DESIGN MEETING THE H 1- 6' REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR (WIRE FABRIC) AND ASTM A-615 (REINFORCING BARS). APPROVAL OF THE ENGINEER, JOINTS ARE TO BE SEALED WITH MORTAL OR z z Z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" OR LESS AND 0-RING GASKETS OR BUTTL RUBBER. 1 J HEIGHT OF COVER 15' OR LESS. 4• CONCRETE COVER AND GRATE ARE TO BE FURNISHED AS A SINGLE IIIT, W 2. ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST UNITS. mi p O Z 5• SEE STANDARD DI-1. IA FOR DETAILS OF FRAME AND GRATE. U v U O 11� a• DIMENSION'S SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH ALTERNATE JOINT DETAILS o MANUFACTURER. Z Z INSTALLATION OF PIPE CULVERTS AND STORM SEWERS a�,Irol SPECIFICATION �`�"` ` STANDARD PRECAST TOP UNITS REFERENCE C V) NEW. 1r04 GENERAL NOTES 302 t05 o 0 o W 303 VIRGINIA DEPARTMENT OF TRANSPORTATION 233 (w w w 107.00 VIRGINIA DEPARTMENT OF TRANSPORTATION D3,03 302 S o 0 LiJ o r" z 0 cn w 0 V W CL H v 4) -C 4.0 L_ Q 0') .- (3) l Q (0 O C U 7 Q C:° CNN a -J Q cQ Cfl 06 • Q) ai 4.0 N U) c O O C7 L(� r__ �� �vH� .L O L. Q) _ (n O N �+ Q) CL LLi N O W Z J W U N z Z M S z w 0 O U O Y W CD8 Z p Z a J Q D 0 W I- Q Q O = 0 (n M OD z Q Q v: U Q< O 0 0 z N� z� l = JN o U 1, •- GENERAL CONSTRUCTION NOTES 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the 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 p applicable Standards and Construction Specifications of The Virginia Department of Transportation, Virginia inia Department of Health, Frederick Cou y S n nt anitation Authority and the contract documents. t 2. The en sneer 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 an utilities. An damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72yhours prior to construction. Call "Miss Utility 1-800-552-70001. 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 beginningg the work. The Engineer will approve all cut sheets. 4. An 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 En ineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. FREDREICK COUNTY SANITATION AUTHORITY 1. The Authority's Water and Sewer Standards and Specifications are available at www.fcsa-water.com . 2. ' The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. Water and sewer lines are to be constructed in accordance with these plans and shall meet all Authority requirements. 4. The contractor shall coordinate with, and arrange for inspection by, the Authority. 5. When an existing water main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b The developer/contractor must: 1. make application and pay deposit 2. mark the tap location 6. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole 7. Exact locations of water and sewer services on new lines are to be coordinated with the Authority's Inspector. 8. The Authority's maintenance department shall furnish and install all water meters through 2" in size. It is the developer's/contractors responsibility to have the meter box assembly installed correctly. Before a permanent meter is installed: a The meter box, with its frame and cover, must be properly aligned with the coppersetter. b The frame and cover shall be set to final grade. c The distance between the top of the cover and the coppersetter shall be between 18 and 21 inches. d All components of the meter box assembly shall be in proper working order. 9. For water and sewer services that connect to existing lines: a The location of the service lateral is to be coordinated with the Authority?s Engineering Assistant. b An Application for Service must be made and fees paid before work will begin. c The Authority shall furnish and install all 5/8", 3/4" and 1" water services. d For all 1 X" and 2" services, the Authority shall make the tap and bring the piping to the property line. The contractor shall furnish and install the meter vault assembly. The Authority will install the meter. e) The Authority will install all sewer laterals. 10. Any water service line must have a backflow prevention assembly (double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a fire service meter assembly and a backflow prevention assembly (detector double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Radio read remotes are required. 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 duringconstruction. Temporary street signs and addresses must be posted as construction begins. Parked vehicles and saging of construction materials are prohibited within 20' of fire hydrants. Fire Hydrants are not to be obstructed at any time. VIRGIN'IA DEPARTMENT OF TRANSPORTATION V1. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department of Transportation (VDOT) Road and Bridge Specifications and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations. In case of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comp) with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA, and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, wheather permanent or temporary, shall be in accordance with the current edition of VDOT's Work Area Protection Manual. Furthermore, all traffic control flaggers must be certified in accordance with Section 104.04(c) of the VDOT Road and Bridge Specifications. V4 The developer shall be responsible for relocating, at his expense, any and all utilities, including traffic signal poles, junction boxes, controllers, etc., owned by VDOT or private / public utility companies. It is the sole responsibility of the developer to locate and identify utility facilities or items that may be in conflict with the proposed construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. V5. Design features relating to field construction, regulations, and control or safety of traffic may be subject to change as deemed necessary by 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. f 02 o 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. d. 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. Owner/Developer: Marathon Bank 4095 Valley Pike Winchester, Virginia 22601 (540) 869-6600 P.O.C. Don Unger LOCAL UTILITIES Frederick County Sanitation Authority Ps 0. Box 1877 Winchester, Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 3463 Valley Pike Winchester, Virginia (540) 722-5852 Verizon 404 Hillandale Lane Winchester, Virginia (540) 665-3156 :0 P.O.C. 22602 P.O.C. Terry Persons Adelphia Cable 1039 N. Frederick Pike Winchester, Virginia 22601 (540) 667-03164 P.O.C. Brent Liles Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman f' , M a t h B .i..r a �;o n i:I��. ii:r,bn j,...: 1 •:„i',!,l,i.'jja, t I.`'.i?Cj�cl.Igr ,I;I: ,I �;lit h �. It +�lr,n"I.) t1: fI.I .a i.l::,,,.,u I,,.,I�.i... fit.ih.::.„. r,l:is.. 1. 1fa .. } , z.�s . ,!� It i 4.:Ji � V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (6) inch lifts to 95% of theoretical maximum density as determined by AASHTO T-99 Method A, within plus or minus 2% of optimum moisture for the full width of any dedicated street right-of-way. At the direction of VDOT, density tests shall be performed by a qualified independent agency in accordance with VDOT Road and Bridge Specifications. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise V15. VDOT Standard CD and UD underdrains shall be installed where indicated on these plans and/or as specified by VDOT. V16. The installation of any entrances and mailboxes within any dedicated street right- of-way shall meet VDOT minimum design standards and is the responsibility of the developer. V17. Prior to VDOT acceptance of any streets, all required street signoge and/or pavement markings shall be installed by the developer or, at VDOT's discretion, by VDOT on an account receivable basis following the Manual On Uniform Traffic Control Devices. V18. The developer shall provide the VDOT Residency Office with a list of all material sources prior to the start of construction. Copies of all invoices for materials utilized within any dedicated street right-of-way must be provided to the local VDOT Residency Office prior to acceptance of the work. Unit and total prices may be obscured. V19. Aggregate base and subbase materials shall be placed on subgrade by means of a mechanical spreader. Density will be determined using the density control strip in accordance with Section 304 of the 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. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present Burning the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined using the density control strip as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies of test reports shall be submitted to VDOT daily, unless specified otherwise. A VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the control strip. V21. In accordance with Section 302.03, the foundations for pipe culverts thirty-six- (36) inches and larger shall be explored below the bottom of the excavation to determine the type and condition of the foundation. The contractor shall report findings of foundation exploration to the engineer and VDOT for approval prior to placing pipe. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V22. Approval of these plans shall expire three (3) years from the date of the approval letter. V23. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V24. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT?s installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. Gai*-I,�Iesboro Magisterial Frederick County, Virginia TMP 53B-3-j, 6, 7, & 8 Zoned:_B2 Proposed Use,." Commercial Vlc1nit /v Map Scale 1 "= 1000' AUGUST 30, 200 REVISED: OC'TOBER 14, 2005 NOVEMBER 11, 2005 DECEMBER 21, 2005 DECEMBER 29, 2005 AUGUST 28, 2006 RESPONSIBLE LAND DISTURBER: U BER NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. P tt ri Rust ci IF Engineers. Surveyors. Planners. Landscape Architects. Lj H �F 117 East Piccadilly Street, Suite 200 RA Winchester, VA 22601 g D I OWSKY, R,Z NO..o2os7a T 540.667.2139 �06 F 540.665.0493 FSSloNAL_ �G EROSION CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works staff to discuss the approved erosion and sediment control plan. No pre -construction meetings will be scheduled prior to issuance of the land disturbance permit for the subject project. 2. Contractor to contact the public works department to schedule the required erosion and sediment control measures inspections as indicated by the program administrator. If the erosion and sediment control measurers have been installed in accordance with the approved plan, the Department of Public Works will grant approval to initiate land disturbing activities. 3. Prior to release of building permits, the following items shall be completed: a) Subdivision shall be stabilized in accordance with the approved plan (i.e., road surface, stormwater conveyance system, curb and gutter, sidewalks, channel linings, vegetative cover, stc.) b) Submittal of certified as -built of thr subdivision which contains the following items: stormwater conveyance system, curb and gutter, drainage channels and ditches, stormwater pond. A letter from the engineer -of -record shall be included with the as -built which states that the subdivision has been constructed in accordance with the approved plan. c) Individual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for each lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosion Control Guidelines and local ordinances and to be utilized during the construction period. 5. All erosion control structures shown or as required during construction shall be continuously maintained throughout the period in which areas are denuded. Areas shown to be surfaced are to have stone base installed at the earl'6i possible date after establishing grade. No area is to remain denuded for more than 7 calendar days when construction is not in progress. m l ion ofpipe-laying in the affected area. immediately u on co et 6. Contractor to clean up and restore disturbed areas p p 7. All unpaved areas of the site which are disturbed by this construction shall be provided with 6" topsoil, fertilized, seeded, compacted and mulched. Seed bed to be watered and cared for as necessary to provide a good lawn quality grass cover. Areas not graded shall be disced, leveled and seeded to achieve lawn conditions. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 12881-1-0 Sheet Number L. of 9 N/F 53-((A}))-82 Funl.h0User Darla Poe & Poe Sharon Zoned: RA Use: VACANT Instrument #- 00-1479 NOTE ON NO PARCEL. CO KCMt THE OWNER AGREES TO BEGIN DISCUSSIONS ON THE GRANTING OF AN INTER PARCEL CONNECTION WITH THE ADJOINING LAND OWNER TO THE WEST (TM 53-A-82) ONCE A SITE PLAN FOR THAT PARCEL, WHICH SHOWS PROPOSED USES AND ENTRANCE/ PARKING LOT CONFIGURATION, IS AVAILABLE FOR REVIEW. PROP 20' STORM SEW. ESM'T. S13042' 11 "W QC) to Ir/ _ <�0 moo 11 �3 ~ f j .-r< I `--' 0 > I m 0 -_j C N r Q) 'n LC Da NOT ENTER (,0 EWE INV 30"X30" STOP f If1Al O_ nA" Storm Inlet Summary H- STIR top to CUL out Str. No, Inv. In Inv, Out Top Elv. Type Throat Spreacl(f t) inv.(ft) 1 800,74 800.54 806.00 DI-313 8 5.48 5.46 2 802.44 802,24 806,75 DI-7 -- 8.57 4.51 3 802,89 802.69 808,50 DI-1 -- 3.50 5.81 4 803.97 803,77 808.25 DI-1 -- 3,68 4.48 5 805.07 804.87 808,25 DI-1 -- 4.20 3.38 6 -- 80510 808.50 DI-1 -- 10.67 3,40 7 -- 802.58 807.60 DI-3B 8 6.66 1 5.02 8 -- 801.00 807.50 DI-7 -- 8.11 6.45 ` ` 24" WHITE Z � '�; CROSS HATCH ` 1 ON 24' CENTE S 4" WHITE STRIPE 1 yI I RELOCATE 11 EX POLE r 19. 8' _ C RIGHT -IN C3 -- ENTRANCE ONLY I Farmers Livestock Exchange Inc. Zoned- RA Use: Commercial D.B. /PG. 536 /532 R+ M d sSTO), � O s aw LEGMDBACKt�lND - RED BOWER -�(REF ) STOP SIGN -- DETAIL NOT TO SCALE N/F 53 -- ((A)) - 7 6 STANDARD STOP BAR J o h n s o n R o b e r t B 24" WIDE STRIPE (THERMOPLASTIC TYPE B, CLASS !) Zoned: RA Use: Resid D.B./PG, 5 8 6/ 8 7 8 REMOVE EX. ISLAND j REPLACE WITH PAVEMENT SAWCUT EDGE SAWCUT EDGE PROVIDE TACKCQAT PROVIDE TACKCOAT MILL 6 X1 1/2' JOINT MILL 6"xl 1/2" JOINT G EXISTINC PAI/£M�NT £X/STING PAI/E�l1ENT EX. EDGE OF ::: - -'"' EX. EDGE OF O PAVEMENT �• PAVEMENT ,10 C 1 1/2" SM 12.5A --1 6° BM 25.0 d 8" 21 B CROSS SLOP£- 1/4"1 ' r- OR MATCH £X/5I7N6 WLLZ COMPACTLY SUB6RAYL Z N /F W REWYAL c � 53-((A))-68 _ -A Winchester Medical Center n Inc u Zoned: B2MS Co -A, Use: Resid o )3 Instrument #: 00-12098 " WHITE -tp C OS5 HA CH r---- 0 24' CE TIERS 52 pvP PLUG PROP ACCESS ESWT (WIDTH VARIES_ EX. ISLAND TO BE REMOVED AND REPLACED NTH PAVEMENT 7r-_)=8C0)5.08 (MATCH EX. PAVEMENT SECTION) 36"INV(IN)=800.13 36"INV(OUT)=800.08 CONVERT TO MH-1 RIM f MATCH PAVEMENT ELEV.=805.20± `It 11 1f t=O 79 .36 15 IN (IN)A800.46 36"1Ik^UT=799.16 00 �o Culvert Summary Culvert Inv. In Inv. Out L(Ft) D(in,) S(%) Type 1 800,54 800.13 41 36 1,00 RCP CL-III 2 802.24 801.20 137 36 0.76 RCP CL-III 3 802.69 802,44 26 18 1,00 CPP 4 803.77 802.89 88 18 1.00 CPP 5 804,87 803,97 90 18 1.00 CPP 6 805.10 804.87 23 18 1.00 CPP 7 802,58 1 802.44 14 15 1.00 CPP 8 801.00 1 800,74 1 31 1 36 0.84 RCP-CLIII NOTE ALL CPP IS TO BE GRUMPL_ER SM❑❑THC❑RE OR EQUIVALTENT. i iN/J[ V�71yiJ SMffMX RMON N.T.S. i 20„ 45' BEND C'A.4 hW SCWE 20 10 0 20 40 ( IN FEZ7 1 inch = 20 ft. 1 ne nun c. 21B :OMPACTED SUBGRADE STANDARD PAVEMENT SECTION Not to Scale VITI J 1 "UM 1 I TAX IDENTIFICATION NUMBER -- 53B-3-5, 6, 7, 8 EXISTING PARCEL AREA 0.97 ACRES DEVELOPED PARCEL AREA 0.97 ACRES ZONING RA ADDRESS NORTHWEST PIKE CURRENT USE VACANT PROPOSED USE BANK DISTURBED AREA 1.2 ACRES SETBACKS REQUIRED PROVIDED FRONT RTE. 50) 50' 87' FRONT RTE. 1317) 35' 42' SIDE 0' 74' REAR 0' 73' PARKING 5' 5.5' BUILDING HEIGHT 35' (MAX.) 30't FIRST FLOOR AREA 3527 SQ.FT. SECOND FLOOR AREA 4471 SQ.FT. TOTAL BUILDING AREA 7998 SQ.FF. NUMBER OF STORIES 2 FAR ALLOWED 1 FAR PROVIDED - 0.18 MINIMUM LANDSCAPED AREA 0.15 AC. (15%) LANDSCAPED AREA PROVIDED 0.38 AC. (387.) PARKING REQUIRED PROVIDED STANDARD SPACES (1/250 SF) 32 42 HANDICAP SPACES 2 2 LOADING SPACES 0 0 TOTAL SPACES PROVIDED 0 44 PARKING LANDSCAPING PAVEMENT AREA 25,600 S.F. PAVEMENT TREES REQUIRED 12.8 @ 1/2000 SQ. FT. PAVEMENT TREES PROVIDED 13 INTERIOR TREES REQUIRED 4.4 (@1/10 SP.) INTERIOR TREES PROVIDED 5 TOTAL TREES REQUIRED 17.2 TOTAL TREES PROVIDED 18 NOTES: 1. ALL SIGNS INSTALLED ON THE PROPERTY WILL COMPLY WITH THE REQUIREMENTS OF THE FREDERICK COUNTY ZONING ORDINANCE. 2. ALL LIGHTING IS TO BE CONTROLLED TO PREVENT OFF -SITE GLARE. 3. ALL REQUIRED EGRESS SHALL BE HANDICAP ACCESSIBLE TO MINIMUM EXTERIOR LANDING, AND 50% OF THE ENTRANCES SHALL BE ACCESSIBLE. 4.NO STEEP SLOPE, WETLANDS, WOODLAND OR OTHER ENVIRONMENTAL FEATURES EXIST. 5. ALL FIRE LANES TO BE MARKED AND POSTED PER FREDERICK COUNTY FIRE MARSHALL REQUIREMENTS. 6. ALL UTILITIES TO BE PLACED UNDERGROUND 7.HANDICAPPED SPACES AND ACCESSIBLE ROUTES MAY NOT HAVE CROSS SLOPES OF MORE THAN 1:50. THE ACCESSIBLE ROUTE SLOPE CANNOT EXCEED 1:20. 8. HANDICAPPED ACCESS SHALL MEET ANSI 117.1 SECTION 4.1 9. SIGNS- SHALL BE LOCATED 3 FT. FROM FACE OF CURB AND 10 FT. FROM PROP. LINES. MONUMENT STYLE, MAX. SIGN HEIGHT= 20. MAX. SIGN AREA= 75 S.F. 10. FIRELANE MARKING SHALL BE PROVIDED AT ALL ARE HYDRANT AND THE F.D.C. THE STRIPING CURB PAINTING AND SIGNAGE SHALL MEET THE REQUIREMENTS OF THE ARE MARSHALL 11. STRUCTURE SHALL COMPLY WITH THE VIRGINIA UNIFORM STATEWIDE BUILDING CODE AND SECTION 304 USE GROUP B(BUSINESS) OF THE INTERMATIONAL BUILDING CODE/2000. OTHER CODE THAT APPLIES IS ICC/ANSI A117-98 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES. NOTE SPECIAL INSPECTION REQUIREMENTS OF CHAPTER 17 OF BOCA SHALL APPLY TO THIS TYPE OF STRUCTURE. (SOILS, CONCRETE, STEEL ETC.) STRUCTURAL PLANS SUBMITTED FOR PERMIT APPLICATION SHALL BE SEALED BY A VIRGINIA LICENSED DESIGN PERSON. 12.SECOUND FLOOR SHALL HAVE AND ACCESSIBLE ROUTE (ELEVATOR) WHEN IN EXCESS OF 3,000 SQ. FT. PER THE IBC. ALSO AN AREA OF RESCUE SHALL BE ESTABLISHED ON THE SECOND FLOOR IF ARE SUPPRESSION SYSTEM IS NOT INSTALLED. 13. TEMPORARY BUILDING ADDRESS SHALL BE POSTED UPON INITIATION OF CONSTRUCTION. 100 DUMPSTER PROVIDED. TRASH REMOVAL SHALL BE BY PRIVATE CLEANING SERVICE TRIP GENERATION ITE, 6TM EDITION ESTIMATES THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 984 T.P.D. USE CODE: 912-BANK, 710-OFFICE. LANES 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. NOTE: PLACEMENT OF CC-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER. US 50, ROUTE 1317 PAVEMENT AND STOP BAR MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246. USE REQUIREMENTS FROM THE TTC-4.0 FROM 'VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317). LEGEND PROPOSED CURB & GUTTER FROPOSED CURB & REVERSE GUTTER PROPOSED STANDARD PAVED AREA (8' 2113/2' SM 12.5A) . ° . • • ° PROPOSED CONCRETE AREA PROPOSED GRASS AREA PROPOSED EASEMENT AREA . .................. _ ARE LANE . .............. ° . ° . . ° . . 1/NHHH//NHNNH////NNHUNNf///// UTILITY PEDESTALS . ....................... 0 M EXISTING STORM DRAINAGE & STRUCTURE ° . • . ° . • ° • . • . . PROPOSED STOMA DRAINAGE & STRUCTURE ............ PROPOSED WATER MAIN . .................... " W►---- EXISTING WATER MAIN ..... • • • • • ............. - PROPOSED FIRE HYDRANT• • • ° . • .. ° PROPOSED GATE VALVE & BOX . • • • • ° • --►f---i Wo EXlS1ING SAN. SEWER AND MANHOLE . ...............♦- PROPOSED UNDERGROUND ELECTRIC SERVICE ° • .. ° .. • • • • » UGT i---- PROPOSED UNDERGROUND TELEPHONE SERVICE ° .. • .. • • • .. •• 'TE �- PROPOSED GAS SERVICE . ..................... - IGASi - PROPOSED SAN. SEWER AND MANHOLE . ..............° L \ 1NiA U) J T k Q ® o W<t afow o y to HU)z _ Upcl �wC7 r Q �0 wOw Of of aff �i o v o7 Q. 4{ 0 N +' d � ca Q 0) v Q Q0 O a I rA U) L N o o �t Q 0 0 CV O _j Q of (1) > Cy) 0) W � 41 nc O 0 C) LO U r-, r-� LL ci U I- LLL N vi •L 0 ctt + = vi O a� G. w W r= y Z z j M 55 z 0 0-U o � 0 U W � � W az o C3 � W o 0 ry a o C CV I= C > o 0 o c\v O w 0) O + Ip N Cf)0 >> w L_L_ z CL 10 04C) Mi Qc�r z p > �� W QUW Q _j w = d 6 z W a. in 0 U) U) o pe Uj o LLLJ O V) a s o Lr) � o zM 0 C)0 O ®Ld 0 z 0 x O z 8 r,Ir Z Wn o W04 E Ln z w 0 a 0 N N O -v 0 0 0 Ln La rn c w 0 00 N ,-r 'o NOTE: STOP BARS SHALL BE PLACED A MINIMUM OF 4 FEET IN ADVANCE OF THE CG-12 RAMPS, PER THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES (MUTCD, 2003 EDITION) PAGE 3B-26. WARD AVENUE EX. EDGE PAVEMENT WELL COMPACTED SUBGRADE IaTa[Air, l% 4/'' VDOT CG-6 EXTEND 21 B 1 fT. BEYOND BACK OF CURB q Z �� t OZJ w oU)wwwkOW 0 ow t w aWa 0 _ z WARD AVENUE VARIES ils SAWCUT EDGE I 2 PROVIDE TACKCOAT MILL 6 XI 1/2n JOINT VARIES EX. EDGE OF----` PAVEMENT 1 1 /2n SM 1 .5A CROSS SLOP£- 1/4'" 1 ' 6" BM 25.0 OR MATCH EXISTING 8n 21 B WELL COMPACTED SUBGRADE WWV A N9W ROAD SECTION 2 VDOT CG-6 EXTEND 21 B 1 fT. BEYOND BACK OF CURB U.S. ROUTE 50 SAWCUT EDGE PROVIDE TACKCOAT MILL 6 z1 112" JOINT-� 14 2' 5' -12' CONC.11 SIDEWAI s / 1 1 2% 3 0 d z ACCESS ESM'T PROVIDE 1' BEHIND SIDEWALK EX. EDGE OF—` PAVEMENT VDOT CG-7 1 1/2n SM 1 .5A CROSS SLOPE 114 ".•1 ' 6" BM 25.0 OR MATCH EXISTING 8" 21 B EXTEND 218 WELL COMPACTED SUBGRADE 1 fT. BEYOND BACK OF CURB u. s ROME50 MENM ROAD SECTION 1 0WRIi1/CSCWE Jo 15 0 .30 60 ( IN FEE? 1 inch = 30 ft. NOTE: PLACEMENT OF CG-12 CURB RAMPS LOCATION SHALL BE DETERMINED BY VDOT INSPECTOR AND/OR ENGINEER, US 50 AND ROUTE 1317 PAVEMENT MARKINGS SHALL BE THERMOPLASTIC PAVEMENT MARKING MATERIAL (TYPE B, CLASS 1) PER VDOT ROAD AND BRIDGE SPECIFICATIONS SECTION 246. USE REQUIREMENTS FROM THE TTC-4.0 FROM `VA WORK AREA PROTECTION MANUAL', MAY 2005, TRAFFIC CONTROL DURING CONSTRUCTION ON VDOT RIGHT-OF-WAY (ROUTE 50 AND 1317). 0 (� 4.J U ob Q) N Q Q) v a O 0 00 rn � Q � J L. �.+ N N � c � o i"� y O _ n (/7 *a N 2300 cst Q' aw w J H Q) r I Ln D 0 O ,4- N O 0� Q c0 (D N > 6 07 N ++ M n n c O O U-) a r\ U F— LL. y z 15 S Z LLJ 0 �! s Z 0 -0 w Z L+.I C) w O O o o Q � o W O Q w ® Q CD � o `—' Z F D U w� Qd w C) r- w = 0 0 r) ul (f) a a N W O ofy 0 5 0 aV Q 5 0-- Z O w z � U _ Grpp z � �N -e O Z C) C) U LL r z w 0 CL M 0 Q fV N 0 O u a cm c w 0 00 Co (V N LOD c LOD . o 0 /ENUE (RTE. ', ? 31 7"LOD SPEED LIMIT -' 4qO ADT 40' R.O.W. \ � I � � � I .,,.,_... .. r<., .T..•.�'.,.. _. »C•. .: �. . �.. _..... .. ...�'W ..,,,. �.. ._. s.,. ., a�,". �'�a\'�?�'.v''.�,§i� �hyrsvroc�.sivsiWs--v Ci9.4PfH/CSCWE 20 10 0 20 40 IN FEET 1 inch = 20 ft. / / ko _—.. ....�.�. � . - Lam^ /• nw� ALL SPOT ELEVATIONS SHOWN ARE TOP OF CURB UNLESS NOTED. /\ 1w 1 P L PR�' ACCESS ESM'T \\ I (Wire H VARIES...---- II w \ E i \ f \ r 1 0 I CID CONVERT TO MH-1 RIM MATCH PAVEMENT ELEV.=805,20t i i rr i I I I � t / i S T ONE CONSTRUCTION ENTRANCE GROUND .�t•:t:be .. r•�r--.�. , n�.r•�r.�r.�rK�, r•r•>t•r• r•r•�t•�r•r•r•�ta�t•r•r•at•r. • r•K 70' MIN. B WASHRACK Io' NIN. REQUIRED A__L ow .:. WIDTHPOSITIVE DRAINAGE COURSE AGGREGATE TO SEDIMENT MUST EXTEND FULL OF INGRESS AND EGRESS OPERATION PLAN VIEW !11_II_II_�i1�t1'�J��1�t1w•S'�\1��i�r]'��L��1��1��1'�`J FILTER CLOTH REINFL...._ .. SECTION A -A SECTION B-B CONSTRUCTION OF A SILT FENCE (WITH WIRE SUPPORT) 1. SET POSTS AND EXCAVATE A 4"X4• 2. STAPLE WIRE FENCING TO THE POSTS. TRENCH UPSLOPE ALONG THE LINE OF POSTS. I � _ l• Jill FLOW III 3. ATTACH THE FILTER FABRIC TO THE WIRE FENCE AND EXTEND IT INTO THE TRENCH. 4 00, FLOW 4. BACKFILL AND COMPACT THE EXCAVATED SOIL. EXTENSION OF FABRIC AND WIRE INTO THE TRENCH. SOURCE: ADAPTED from 19M kMgnd Standards far SoTI erosbn and Sedlmeld Control, and Va. DSWC Plate 3.02-1 SOURCE: Adapted from In u lagon of btmw and e'aprlc flur 1>=ers Ior : Imeni vonuoi, rIAm. o.w- S "0Dd k To BLOCK 1 GRAVEL I'I' INLET CONCRETESEDIMENT FIL TER WIRE SCREEN • ►�,!J: �+;Ate+ �J►� �tYy!v1•r�At�%* <<�.��i FILTERGRAVEL WIRE SCREEN FILTERED WATER OVERFLOW _ RUNOFFWATER��j� WITH SEDIMENT — 1TH\-DROP INLET ��1� 111h1��1•1 1 1�11 WITH CATE I SEDIMarT- SPECIFIC � APPLICATION THIS METHOD OF INLET PROTECTION CAPACITYHEAVY FLOWS ARE EXPECTED AND WHERE AN OVERFLOW • PREVENT EXCESSIVE • • 1 1 AROUND THE STRUCTURE. GRAVEL SHALL BE D• OR #5 COARSE BLOCK & GRAVEL CURB INLET SEDIMENT FIL TER CURB INLET WIRE SCREEN RUN FF OVERFLOW SEDIMENT HH SEDIMENT r•� ,� •tea �•• ���►!r•��•-�;��.` WIRE SCREEN I 2• X 4• WOOD STUD FILTERED WATER CURB INLET SPECIAL APPLICATION THIS METHOD OF INLET PROTECTION IS APPLICABLE AT CURB INLETS WHERE AN OVERFLOW CAPABILITY IS NECESSARY TO PREVENT EXCESSIVE PONDING IN FRONT OF THE STRUCTURE. • GRAVEL SHALL BE VDOT #3, #357 OR #6 COARSE AGGREGATE SOURCE: VA. DSWC PLATE. 3.07-3 SOURCE: VA. DSWC 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 STABILZATION: SEEDING TO STABILIZE AREAS LEFT DENUDED FOR MORE THAN 7 DAYS, BUT NOT YET AT FINAL GRADE SHALL BE AS FOLLOWS: 60 LBS GERMAN MILLET PER AC. (MAY THROUGH SEPTEMBER) 60 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. PLATE 3.07-8 Idw" EXISTING STORM DRAINAGE do STRUCTURE PROPOSED STORM DRAINAGE do STRUCTURE PROPOSED CURB- dr GUTTER • - ° .. . DRAINAGE FLOW ... .......... .. EXISTING. -GRADE ..... .... ..... PROPOSED GRADE ....... ...... PROPOSED EASEMENT AREA ... PROPOSM SILT •FENCE..... SF SF— INLET PROTECTION . . • .. IP ��,, ��% IP VOA LIMITS OF DISTURBANCE ............ N EM DRAINAGE. DMDE. • Q W G 1`� I A �i (fi J Q p oo-t �ppw Z O Q (D �_U) = UO �wC� (� Y W Li1 d o � Of cr �0 L �� 0 °kvwo0 _ w J I- F_ y {� Z Q _Z O cn s z 0 Q � Y C3 � Z c U W � 0 d oa o Q Z o Q L0 O O� w 0 O O cl- >N '— CD Z LIJ V) W r) W J W W z o a a U 0 W Q Z Q LLJ Z � 3i Ld w- co �n �r 1(61 Z SHOW BOX, DOWNCAST LIGHT FIXTURES REQUIRED. #4 STEEL REINFORCEMENT BARS ALL FIXTURES TO BE SHIELDED #3 STEEL REINFORCEMENT TO PREVENT LIGHT SPILLAGE TIES ®1'-6' O.C. OFF SITE LIGHT POLE TO BE GALVANIZED STEEL PLAN WITH TAPERED TUBULAR SEAMLESS SHAFT POLE HEIGHT = 20 FT. � TIT" HAND RUB FINISH ON SURFACE OF CONCRETE AND FILL IN VOIDS. SMOOTH FINISH ON ALL EXPOSED, CONCRETE SURFACES. FACE OF CURB � 8' GALVANIZED GROUT ROD. BOND TO POL #3 STEEL REINFORCE TIES 0 1'-6' O.C. #4 STEEL REINFORCE BARS LIGHT POLE JGHT POLE BASE KITH COVER PLATE VONSHRINK LOAD SEARING GROUT 4NCHOR BOLTS FURNISHED NITH LIGHT POLE BOLT SIZE 'ROJECTION AND BOLT 'IRCLE PER MANUFACTURER'S RECOMMENDATION. V-8" 0 CONCRETE BASE '.V.C. CONDUIT AT 2'-6" 3ELOW GRADE TO PANEL IOTE: ALL- UNDERGROUND WIRING 0 BE IN NON-METALLIC CONDUIT NOT TO SCALE LIGHT POLE FOUNDATION DETAIL o ,o LITHONIA KAD 40OW MH 3—FIXTURE MOUNTING HEIGHT-20' ALL EXTERIOR LIGHT FIXTURES SHALL BE SHIELDED SO THAT DIRECT OR REFRACTED LIGHT FROM THE FIXTURE IS NOT VISABLE FROM OFF —SITE. GRAPH/CSCWE 20 10 0 20 40 ( IN FEET % 1 inch = 20 ft. 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 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 Widen and score hole wall Oa:.. Partially backfill, water to 4% J p settle soil, finish backfilling Remove container and cut circling Area for water drainage 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 ALL 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. 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 lbs 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. PLANTIIWG SCHEDULE BOTANICAL COMMON NAME SIZE ® PLANTING SPACING QUANTITY is ACER RUBRUM RED MAPLE 2" CAL. ® 6" HIGH AS SHOWN 7 `u OUERCUS PAL USTRIS PIN OAK 2 " CAL. ® 6" HIGH AS SHOWN 7 /LEX CRENATA "HETZ!/" HETZ HOLLY 3' HEIGHT 3' ON CENTER 36 LANDSCAPED CORRIDOR BUFFER SCHEDULE AXRICAN ARBORti/TAE, HERTZ HOLLY, LENGTH OF SCREEN 140 FT LEATHERLEAF 19B IMI& TREES REQUIRED, 3/10 FT= 42 1/3 DECIDUOUS = 14 FLOWERING CHERRY 2/3 EVERGREEN = 28 00WNEY SERI9CE BERRY, WEIGELA PROVIDE: 4 AMERICrW AR()RVfiEAE 10 HERTZ HOLLY 8 LEATHERLEAF VIBURNUM 4 FLOWERING CHERRY 2.0' CAUPER 5 DOWNEY SERVICE BERRY 2.0' CALIPER 5 WEIGELA 3 GAL 10' LANDSCAPED CORRIDOR BUFFER 1,/ 40' 10' 10' 10' 10' 2'r 3' r 3' r 2' 3' r 2'r 2' 1 3' 21r 31, 3' t 2' 3' 12' 12' 1 3' qr qP 0 L \,?GINIA J ZO J l� ; 0Z� LU Q O O W� xOW Q ctoo i- V) U0 fnLu V N ~ Q F.0 LU0W w , 'aw A. �� a L� 0 o N�WWO� 0 Z Z d 0 0. Z 0.0 < Z U - F- V) o(.D Z J w J Z 0 Qj Z M Z 0 = Se �a' U w o � 0 U m W °d o /'v Li. W W Zff U w O o 0 H LO � �o� o N O) Z Q O O N Li- w w N 0 N Ld CD Of �� D Q Q (f) w (f) �} W CD W U V fJ7 O oLLJ o � o rw � w OJ zO O �LLIcc Q U O 0 0 < O ' z 0 z w0 Y O zio w�Z 0 0 = U JN CONCRETE CRADLE Wooled ar8dill All bac"ll to be compacted to 95%ofASTM D698 maximum density. concrew 1Wdia.x8'i I' Iaia sT?•3�1« •1 METER SUE METER BOX METER BOX COVER 50 x 3W or 3T4' 18 In. D18. Non-T raft 74M32CAG Traflfc A42HH-T i' 24 An. eta Non -Traffic MC30 rams WRH RML-1-T Traft MG30 WITH RML-12-T (Fop Lid) • •IN'A ..... .. .... • „�• ■ . ■ r �, , CONCRETE ENCASEMENT TRENCH & BEDDING -1- r dim schedule 40 steel oipe fflw with concrete and pearled yellow finished grade 18' dia. ens CONCRETE ARCH 4' Select addill BOLLARD DETAIL /��/�/` Ste• `/��/��/ \` ■ �/ FIRE HYDRANT ASSEMBLY -10- Both joints of the fitting shall be restrained. In addition, all joints within the recommended length (L) on the large side of the reducer shall be restrained. SMALL SIDE JOINT RESTRAINED LENGTH OF PIPE (Ft) LARGE SIDE JOINT PVC DIP 6" 8" 10. 12" 6 8' 10' 12' 6` -- 40 60 60 -- 20 40 40 8° -- -- 40 60 -- -- 20 40 10' -- -- -- 40 -- -- -- 20 REDUCER L----Iwo AOL- �L l L� In addition to restraining the connection, any joint that falls within the recommended length (L) shall be restrained. RESTRAINED LENGTH OF PIPE (Ft) PVC DIP 6" 8- 10" 12" 6- 8" 10' 12" 60 60 80 100 40 40 1 60 60 VALVE, DEAD END (PLUG, FIRE HYDRANT) RESTRAINED JOINTS 1 OF 3 -2- SEP 05 mechanical joint swivel tee with 8' branch SEP 05 SEP 05 Oatls;lil�il!b` �O� (for valves 12' and larger) Note: this detall Is also used for butterfly valves GATE VALVE -9- SEP 05 ""ad of menhdm e at grade In paveent eleas unless p otherwise directed (top stall be set 24- min. above gradegrade in undeveloped areas) F: square sidd pad 6- thick around mantxAe tranno H Joint sealant + areas x2' oin adl n rings i Wmax (it' max ) 24m1n. In vndDaaioped areas 3T4' concrete anchor � • bolts (4 each) i concrete ASTMC-1 finished 4000 psi 4 grade r T 1r(lyp•) wMarprod coating 1' norniral she butyl joint • : appled between Y 01• Oon exterior aide i Jdlrrs are to be sorted whh,'D' ring gasket "•c S. ' • pipe to manhole conrecdon to be by Wble Wleeye rrvart cannel to provide a min. smooth transition in to out, - 4'43' max for ell connections precast Irnrert or grout ! ' top of bench to be bottom to form cut /1 same elevation as trap Of P" �• ... :: .........................ri .fr bedding stoe. NOTES : 1. Manhole sections sttali have an external coating of approved polymer film wader proofing prior to installation. 2. H adjustment elevation exceeds two Inches use concrete ad)ustmar t drugs wph a exterior c oa tog of water proofing. 3. Final slope ad)ulshnert of manhole frame What be by shims and non•shrhk gma 4. Slid pad to be placed around manholes located in ahoulders of roads. 5. Flat top shalt be used if height from invert out to ran is four feet or less Frame to be flush in top. STANDARD MANHOLE -13- SEP 05 1 In addition to restraining each joint of the tee, (1) any joint Lb that falls within the recommended length on the branch outlet (Lb) piping shall be restrained, (2) any jointthatfalls within the recommended length of the run (straight through) outlets (Lr) shall be restrained. A cross shall be restrained per atee's requirements for Lb. A wye shall be restrained per a tees Lr and a 4W bend's L requirement RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 6 X 6 20 20 20 20 8 X 8 20 20 20 20 8 X 6 20 20 20 20 10 X 10 20 20 20 20 10 X 8 20 20 20 20 RESTRAINED LENGTH OF PIPE (Ft) TEE PVC DIP r X b Lr Lb Lr Lb 10 X 6 20 20 20 20 12 X 12 20 20 20 20 12 X 10 20 20 20 20 12 X 8 20 20 20 20 12 X 6 20 20 20 20 TEE, CROSS, WYE L In addition to restraining each side of the bend, any joint that falls within the recommended length on each side of the bend shall be restrained. TYPE RESTRAINED LENGTH OF PIPE (Ft) RESTRAINED LENGTH OF PIPE (Ft) FITTING PVC DIP DEGREE 6" 8" 10' 12' 6" 8' 10, 12' 90 20 20 40 40 20 20 20 40 45 20 20 20 20 20 20 20 20 22.5 20 20 20 20 20 1 20 20 20 11.25 20 1 20 1 20 20 20 1 20 1 20 20 HORIZONTAL BEND RESTRAINED JOINTS 2 OF 3 -3- SEP 05 12 gauge Insulated copper wire for line tracing, taped at 1 o toot imervab treated n 4' with meter box top 6' paYled bke and cover - finished Same Side 1, coupling (Pi X FlP) 64.44 with SS kmd and MIP plastic plug COPPERSErrER meter SLED Opposite Side Sarre Sloe 7x3W VBH07218WD4444-84 VBHC82-10WD4444- 4 3W VSHM-10WD4444•84 VBHM-IBWD44.44434 1' A - INSTALLATION NOTES: 1. Exact location of meter box aswr"y to be approved prior to ktstatiatbn. 2. Water service caosslmg street a) Encase in 3- dameter SCH40 PVC or SDR21 pipe. The piping shell run from one toot beyond sidewalk across the street, to one toot beyond sidewalk. b) Install 12 gauge Insulated copper wire (tor the tredng) from oorp. stop to Into the meter box [wrap wire around oorp. stop: wire to be taped to top of PET at 10 foot intervals: come up Into meter boot and termkrate level with angle bell valve]. 5/Sr x 3/4r, 3/40 AND 1r METER INSTALLATION -7- SEP 05 SDR 38 spigot SOR 35 spigot by by gavAeled SDR 21 gasketed bell 45" bend bell adapter 2' %_SDR 21 gasketed SDR 35 8' x V ppe and fittings gaaketed bell wye 3CH 40 solvent weld cap property SEWER LATERAL FOR MAIN WITH COVER 15 FT OR LESS -17- SEP 05 finished DOWN BEND DEPTH 4 FT. MIN. �Ldor- IMF - DOWN BEND RESTRAINED LENGTH UP BEND DEPTH Lu � Lu ---+- Vertical offsets contain down and up bends. On down bends, one joint faces horizontal and the other points down. On up bends, one joint feces horizontal and the other points up. Each side of any vertical offset bend shall be restrained. In addition, any joint that falls within the recommended length on each UP BEND RESTRAINED LENGTH side of the fitting shall be restrained (Ld, Lu). RESTRAINED LENGTH OF PIPE (Ft) DEPTH OF BURY DEPTH OF BURY 4 FT UK 5-12 FT 4 FT. LAIN. 5-12 FT SIZE/TYPE DEGREE OF BENDS Ld (DOWN) Lu (UP) SIZE/11FE DEGREE OF BENDS Ld (DOWN) Lu (UP) 6' PVC/DIP 45, 22.5 & 11.25 20 20 10' PVC 22.5 & 11.25 20 20 8' PVC 45 40 20 10' DIP 45, 22.5 & 11.25 20 20 8' PVC 22.5 & 11.25 20 20 12" PVC/DIP 45 40 20 8' DIP 45, 22.5 & 11.25 20 20 12' PVC 22.5 & 11.25 20 20 10° PVC 1 45 40 20 12" DIP 22.5 & 1115 20 20 VERTICAL OFFSET RESTRAINED JOINTS 3 OF 3 -4- SEP 05 n. : 1, W: 1 f� l- W ¢ > -I aw .-e W = H 3� W = A A F- LLJH oQ3 L j Q O J W F- PA X Z J W ¢ EX 1 W � ® A Z ¢ Q CY+F- li W X. GRADE 8 a O Z `Z' W S �� tl �� I �• X X lL 0 -M >_ -3 -RO R-AD 3 o tL Q h A a - , CU CU W 1,- w w I I I111 1,00 I 36 CP C 18' PP 23' It- i @ p.76 CP _ @ 1.00 ' CP f I 26' 0 -- -- cv 03 @ 1- 0 `% 18 CP c� 6' RC CLIII u .-. U U M C-) /� U n U U `t7' UU U IT o - - - -- - - -0Q ---- .-. �o to C7 ZD ooDO OD F I moo v CO CO II m�cv o00 Op CO UU 00 OO � 00 11 OII bil= Bpi CD it 11 III <D9 o 11 OD I �--� C3 �IH limn-»> H M I1 '-' O 01 1 ►-+ O i�v Q 11 Q n-> .�.+�0» i'� » OO- > .�.4-� 34 F- i -. Ac:- + A .-r t- ZZ .-. �-. H+PZZ A W . H �iC7O .Z-r A H 0+00 0+50 1+00 1+50 2+00 2+50 3+00 STORM SEWER PROFILE THE JOINTS OF ALL PIPE FITTINGS AND APPURTENANCES SHALL BE PROVED WITH RESTAINED JOINTS. 90.00, EX 810 ■1_ 800' r Z ¢ W + w �1 I P G > W X. GRP DE ` I ,J- _All - � 3 Zw -COI _10- X_2 " WATER MAIN CD o �t c-) I 1, 11 4. LBOW BUYER FL I I VALVE 20" MITER MAN CL- 2 DIP I SANII ARY SEWER 0.50 ' ' IIPV R- - 6 Nr " PLUG VALVE 2 F�- o GO A ¢ -I OD r'� UT W i- Z ¢ t� n �D if M¢ N OODZ� © o1=1i _:Z .-r CD O+ f if H ® 111 �ZZ+ ¢+ l- H H > ED 0+00 0+50 1+00 1+50 2+00 SANITARY SEWER & WATER MAIN PROFILE finished grade OQ� Valvco, Inc. Fig. No. 71 BOB v�v with lid tratRad 'SEWER bottom section - of box sanitary newer main SDR 21 wye �45- SDR 21 ti=` . t sMd pad y- I dla. x 8' deep Vat" Y Pants Model PA4SV-CSK (41 cast kon rleanout cap with brass Plug having a 0-nW-M square head SDR 21 - cleantou t pipe trkic base 21 45' bend (i store bedding SEWER CLEANOUT -19- SEP 05 PROP EX. G. 3+50 4+00 PROP. GF EX. GF 8 i U I 4' @ 00 800 --3V- 800 CPP @ 0.84 ' 2:15' 36' RC Q L -£CfI z CI, Q (U-- � U.-, 0iDo 61) ¢ H CO AO UU M U DOUU� D ct >D 11 0 0 0 ¢= N o �f vLJ Qd(U C:> 0i 'Cu O �D CO oOCD ,CO ,0 CO 11 O Uf�p00 = \r,CO I1 000� �C000� I.�II -O0.S_ O II II �O 11 1- DOZ= O II II ZD ���0 pq II 40ZZ= 11 , .+C3 .-.�'^WZZ f`•Cl)• O � Qc+��ZZZ i .-+ + �lOi-r-, M O 1'� 9-1 1--1 H A V F- 1-r H 0+00 ©+p0 STORM SEWER PROFILE STORM SEWER PROFILE GRAPHIC SCALE 50' 25' 0' 50' 700' EX. GRATE TOP TOP ELEV=805.08 EX. STRUCTURE--, 1 INCH = 50 ft. HOR/Z. 1 INCH = 5 ft. VERT. -PROP FLAT SLAB TOP UNIT (T-MH-2) W/ MH-1 FRAME AND COVER 'r • PROP 36„ EX. 36" CULVERT INV OUT=800.08 CULVERT (Cl) INV IN=800.13 EXISTING STORM STRUCTURE TO BE MODIFIED REMOVE EX GRATE TOP AND REPLACE WITH A FLAT SLAB TOP UNIT T-MH-2 WITH MH-1 FRAME AND COVER SET FLUSH NTH PAVEMENT s ■ i • • • i 4 Z Q Z_ M 0 i� Z 0 U 6mr 2 Q C3 ad W W Z o U W O tr O � cli t) o C 4 O N Z O O) O Q O N F cn z M cn z � r- w o Z }- > :3 LI J _J Ito Li 0 0 C_) � O d (>7 F_ 0 U U) LIJ = (n CD d¢ o w r�- w dr a cn w W t J z ¢ O Q My� t- 00 Q V c ..G cc ..0 � U z U Z � Ld Y U Z N Icil Z L� 0 0 W _ U W ---I N •�- Cc THIS ARFA NAY BE CONCRETL A THE OPTION 07 THE CONTRACTOR NOTES: 1, THIS ITCV MAY UE PRLCA51 UR CAS) IN PLACE. >. CONCRETE TO BE CLASS AS I *.:A;i IN I'L JCL, , 400C PS IF PRECAST. 3. COMBINATIOA CURB & GUTTER HATING A. RACUS OF 300 FEET OR ESS {ALONG FACE OF CURR) SHNI DE FAID FOR AS RFtNAL COVBINATION CURB b G'JT TER. 1, FOR USE WITH STASILIZEC CPEL-GRADED CRAINAGC LAYS -R THE BOTTOM OF _HE CURB AND CLT-kR +J I RF ^0N1.;TRII,^.T=D PARAL_=L TO THE S_CPE OF SUBBSS= COURSES ANC -0 TIC DCP-II C.- TIC PAVEMENT S. THS CURS MAY BE USED 'WITH ANY D=SKIN SPFFD HU S REQU?ED WHEN DESCN SPEED IS GREATER I HAN 40 11P- CN RURAL H CH'WAYS AND 45 MPH IN JLVELOPED URBAN & SUBURBAN AREAS. 6. WHEN THIS STANDARD IS TO BE TED INTC LXI`;ING BARRIER CURB, T-1E TRANSIT ON IS TO 13C MADC W TI'1N 10' DR THE CHANGF IN S'.SNOARr, UAF;E AT R[31.LAr CPEN HGS. 7. N'-EN CWLINAIIUN FJCUNIAUL'c CURD AN3 CUTTER IS USED, THE STANOARC CNTGANCC CJTTCRS OR ;iIA"X}A4(U rONN=CTION FOR STRFFT NT-RSECTONS ARE TO PAVE TF-E MOUN7MJ_E CLRR ZONFIGURA ION NCORPORATEO. 2" R -1 2. 51, _ 1.. R C 5 b b D Q a -A , A -T _ _ - -. "`---` �. THE BOTTOM OF THE CUR3 AND CUTTER VAY BE CONSTRUCTED PARALLEL TO TH= `-LOPS VI SUBBASE COURSES PR:I'JIDFD A -- -- 2 -0' PAN, VtPI I OF /" IS MAN TNNED 11.10',1k31NATION � I' CUED & GU'TER VIRGINIA DEOARTN'_NT OF TRANSQORTATIOf, cc-12 PERMISSIBLE A CONSTRUCTION #5 DOWELS, B" LONG JOINT 4, 0, a 12" C-C M!N. 4' 103 ) 11 SQECrtICA I011 RFFFRF14CF w� E02 8' B 1 MMAX � 10 1 B TRUNCATED DOMES SEE SHEET for 4 FOR DETAILS A TYPICAL DESIGN 8'-0 4'-0„ BACK OF CUfl6 12-1 MAX. -48:1 MAX. 20: 1"' �2 SECTION A -A f >r� PERMISSIBLE CONSTRUCTION JOINT "SECTION B-B 10' 1Q:1 MAX NOTE FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, ALTERATIONS SEE SHEET IOF 4. A 4' SQUARE LANDING AREA OUTSIDE OF Y TRAVELWAY SHILL Y 8E PROVIDED WITHIN THE MARKED 3 CROSSWALK AREA 5' (n V) Y In to o a �� i)kL (J CROSSWALK �- CROSSWALK TYPICAL PLACEMENT TYPICAL PLACEMENT OSSWAI-K 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. SHEET 2 OF 4 rIEFEW CG-12 DETECTABLE WARNING SURFACE 105 TYPE A (PERPENDICULAR) APPLICATION 502 NEW 7/05 VRGINIA DEPARTMENT OF TRANSPORTATION 203.05A CG-12 *5 DOWELS, 8" LONG A PERMWOLE AT 12" C-C � CONSTRUCTION 5' MIN. JOINT 12:1 MAX m ! Y i1 12'•1 JAX B 2' �n j g a RAMP Y J (SEE TABLE) TRUNCATED DOMES Q A SEE SHEET 1OF 4 FOR DETAILS N U) O Lx 51-0" MIN 0 =3 SHAPE TO MATCH FACE OF ROADWAY CURB =>LL BACK OF CURB 48 = n 20 1 48 ' t n 4 f CROSSWALK SECTION A -A TYPICAL PLACEMENT AT INTERSECTION WITHIN CROSSWALK ERWSSIBLE CONSTRUCTI04 JOINT .SECTION B-B NOTE+ FOR GENERAL NOTES ON THE DETECTABLE WARNING SURFACE, SEE SHEET IOF 4. TYPE B PARALLEL APPLICATION ROADWAY GRADE IN PERCENT MINIMUM RAMP LENGTH IN FEET 4" CURB 1 5" CURB 0 4 6 1 5 7 2 5 8 3 6 9 4 8 12 5 10 15 6 14 15 NOTE; THE REQUIRED LENGTH OF A PARALLEL RAMP IS LWITEO TO 15 FEET, REGARDLESS OF THE SLOPE. �' •"" 1 5' MN O� N A x 4' SQUARE LANDING AREA OUTSIDE OF TRAVELWAY SHALL BE PROVIDED FOR CROSSWALK PERPENDi UL RRK CROSSWALK WITHCROSSWALK AREA. !REFETrE1 CG-12 DETECTABLE WARNING SURFACE t0 502 TYPE B (PARALLEL) APPLICATION REV.7/05 ViRCNIA DEPARTMENT OF TRANSPORTATION 203.06 cc-n I Y I ss STREET APPROACH SAME A -a1 IURFACNG AS MAINLINE (RAMTO DE AS ROADWAY DIU I SHOWN ON PLANS) 4 LQ, C C I ^ - - - RAWS, TO K AS RADIAL OMBNAI (SHOWN ON PLANS) 4 CUR8 AND WTTER 1 11)", CC-61 40 '- - - p. �"!I CLASS A3 i. •►. •i. SIDEWALK I �. I 3c't tN E.S.) i.' • i. • i. • i. �. OPTIONAL 6'• CONCRETE FLOW LANE -7 EXPANSION JOINT `--- I v) J EXPANSION JOINT SECTION C-C - NOTE+ WIDTH -8'• 2'-0" OR AS o IF MAINLINE ROADWAY SHOWN ON TYPICAL SECTKxN. A,",) PLAN VIEW M CONSTRUCT GRAD£ CHANGES WITH A PARABOLIC CURVE. as WHEN THE ENTRANCE RAEMCANNOT ACCOFM IODATE k'Y THE TURMING REQUIREMENTS OF ANTICIPATED HEAVY 10'PARABOLIC CURVE TRUCK TRAFFIC, THE DEPTH FOR SIDEWALK L CURB RAPS WITHIN THE LIMITS Or THE RADISHOULD BE EDGE OF SHOULDER OR a MAx, tHANGE D INCREASED, TO 7*% OPTIONAL FLOW LINE ®!- - ^ _ _ O WHEN ST'O.CC•11tS USED FOR ENTRANCES BUILT MAIF.T NE ROADWAY �--� `- ' - "- - - - - - - - N CONJUNCTION WITH VOOT PROJECTS, PLEASE IMAX. 1410*�MINJ�011 �� y - p NOTE THE FOItDWFNG CANCE ET 1 -� ^ D X X MAINLINE PAVEMENT SHALL BE CONSTRUCTED 5. MN. S UtMSCONNECSTABILIZATION TO THE R/W LINE !EXCEPT ANY SUBGRADE LE FOR (:OMMENCI REOLKREO FOR MAINLINE PAVEMENT WHICH CAN BE OMITTED N ENTRANCE THE ENTRANCE.) SECTION A - A ® RADAL CURB OR COMBINATION CURB FOR GRADE CHANGE D ANDGUIDELINES BONDTTER THE SMALL LNETEXXCCEPTTFFOR IRUCTED REPLACEMENT PURPOSES. WHEN USED N CONJU,WCTION WITH STANDARD ENTRANCE VOLUME DESIRAiLE MAXIMUM STAIN OR CC 7, THE C11R8 RACE ON TARS STANDARD IS TO OE ADJtJSTEO TO MATCH THE MOUNTABLE CURB CONrK:uRATK>tN. HIGH (MORE THAN 1500 VPo) 0 x 3 x SEE STANDARD CG•12 FOR CURS RAMP DESIGN MEDWM (500.1500 VPOI 53 1 6 x TO Of USED WITH THIS STANDARD. LOW MESS THAN 500 VPO) 5 6 1 e x )K PLANS ARE TO INDICATE WHCN CONSTRUCTION OF A FLOW LINE IS REQIRED TO PROVIDE POSITIVE DRAINAGE ACROYNS��S THE ENTRANCE, F A WARPING D PORTION OF GUTTERMAY 10 PRECUL�UpE PONDIMG OF WATER, SPECIFFcAT1GN METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 502 AND COMMERCIAL ENTRANCES REV.?/Dl VMtCAAA DEPARTMENT OF TRANSPORTATION 203.04 CC-12 GENERAL NOTES: 1. THE DETECTABLE WARNING SHALL BE PROVIDED BY TRUNCATED DOMES. - 2. DETECTABLE WARNING TO BE CLASS A-3 CONCRETE (CLASS A-4 !F PRECAST) WITH SLIP RESISTANT INTEGRAL SURFACE COVERING THE FULL WIDTH OF THE RAMP FLOOR BY 2 FOOT N LENGTH N THE DIRECTION OF PEDESTRIAN TRAVEL. OTHER TYPES OF MATERIAL 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 LS 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. 5. REQUIRED BARS ARE TO BE NO.5 X 8" PLACED V CENTER TO CENTER ALONG t2:1 VAX BOTH SIDES OF THE RAID FLOOR, MID -DEPTH OF RAMP FLOOR. MINIMUM 712 1_ MAX � .�'-"'^ CONCRETE COVER N/2". 7�`� 6. CURB / CURB AND CUTTER SLOPE TRANSITIONS ADJACENT TO CURB RAMPS ARE INCLUDED IN PAYMENT FOR CURB / CURB AND CUTTER. 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, AID SHOULD NOT BE LOCATED BENND VEHICLE STOP LINES, EXISTING LIGHT POLES, FIRE + 12:T MAT( HYDRANTS, DROP INLETS, ETC. ACCESSIBLE ROUTES PROVIDE A CONTINUOUS ; rq ,� UNOBSTRUCTED, STABLE, FIRM AND SLIP RESISTANT PATH CONNECTING ALL 12�t MAX 'r ACCESSIBLE ELEMENTS OF A FACILITY THAT CAN BE APPROACHED, H ED, ENTERED S.- * * AND USED BY PEDESTRIANS. _1-- 8. RAMPS MAY BE PLACED ON RADIAL OR TANGENTIAL SECTIONS PROVIDED THAT 2' MIN ' AT , 2" HIGHER THAN THE CURB OPENING IS PLACED WITHIN THE LIMITS OF THE CROSSWALK AND EDGE OF PAVEMENT THAT THE SLOPE AT THE CONNECTION OF THE CURB OPENING IS PERPENDICULAR TO THE CURB. AT.Y() ,SANE AS TOP OF CURB 9. TYPICAL CONCRETE SIDEWALK IS 4" THICK. WHEN THE ENTRANCE RADICANNOT TYPE C ACCTAFFOIBC,REFERDATE THE TURNING TO STANDARDECDG-IN13,MCOMMERCIAL ENTRANEENTS OF p(EAY (HEAVYTRUCK PARALLEL & PERPENDICULAR TRUCK TRAFFr-) F(OR CONCRETE DEPTH. 10. WHEN CURB RAMPS ARE USED IN CONJUNCTION WITH A SHARED USE PATH, THE MINIMUM W+DTH SHALL BE THE WIDTH OF THE SHARED USE PATH 1 6" 2 4" TRUNCATED DOME r,,� 0 0 0 0 0 0 0 00 0 0 0 0 0 0 0 0 0 0 0 + 0 0 0 0 0 00 00 0,- 0 0 0 0 0 00 0 0 O .o02"0000000005DI - 65% OFBASE DIAMETER 0 0 0 0 0 0 0 0 0 0 TOP OIAME ER 0 0 0 0 0 0 0 0 0 0 0 0 0 0 O 0,9" 1VARIABLE BASE DIAMETER 4•. TRUNCATED DOME PAYY LIMITS DETECTABLE TECTABLE WARNING DETAIL SHEET 1 OF 4 CC-12 DETECTABLE WARNING SURFACE wmwm REV.7/05 GENERAL NOTES )05 2 203.05 VIRGINIA DEPARTMENT OF TRANSPORTATION r-t-rrl14 FRAME EITHER COVER A OR 8 MAY 8E USED WITH FRAW. APPRO)t. WEIGHT COVER 170 LOS. +' INSERTABLE SHEET A20 1 " TA r COVER A ❑ :D] _' NON -TRAFFIC ❑ D IS. CONDITIONS C❑Ci ❑❑D\- ❑❑❑p�t1 A � p❑❑ 1 1 1i0.0.T. ❑❑ I LETTERING ❑ ❑ OPTIONAL ' 6p ❑❑ ❑o❑❑,, oa❑0El APPRM WEIGHT B ❑ ❑ D COVER 80 LOS. ± TOP 22" OUL z r - R SECTION A -A 13A" MApeNED r COVER B TRAFFIC CONDITIONS A ► 0 O'h H ❑ �� A LET1tlNAL > o Q"(IF� � 1 " ❑I% tls `\ 11 p a COVER IQ Lm a TOP MACHINED SECTION A -A SHEET 4 OF 5 224 STANDARD MANHOLE FRAME AND COVER 302 V/tGiNIA 0MARTMENT OF TRANSPORTATION REV. 7/02 10b.04 1 2., R D.� 6" NOTES: 1. TKS ITEM MAY BE PRECAST OR CAST N PLACE. 2. CONCRETE TO BE CLASS A3 !F CAST IN PLACE, 4000 PSI E PRECAST. 3. COMBINATION CURB L CUTTER HAVM)G A RADIUS OF 300 FEET OR LESS (HANG FACE OF CURB) SHALL BE PAID FOR AS RADIAL COMBINATION CURB GUTTER. 4•FOR USE WITH STABILIZED OPEN-GRADEO DRAINAGE LAYER, THE BOTTOM OF THE CURB AND GUTTER g BE CONSTRUCTED PARALLEL TO THE SLOP�OF SUBBASE COURSES AND TO THE DEPTH OF THE PAVEMENT. 5. PHIS CURB MAY BE USED WHEN DESIGN SPEED IS 40 MPH OR LESS ON RURAL M•GHWAYS MID 45 MPH OR LESS N DEVELOPED URBAN t SUBURBAN AREAS, IF THESE DESIGN SPEED'S ARE EXCEEOEO STANDARD CG•7 IS REQUIRED. y :r - r-r THE BOTTOM OF THE CURB AND GUTTER MAY BE CONSTRUCTED PARALLEL TO THE SLOPE OF SUBBASE COURSES PROVIDED A MMMAIM DEPTH OF 7" IS MAWAINEO. THIS AREA MAY BE CONCRETE AT THE OPTION OF THE CONTRACTOR SPECIFICATION REFERENCE COMBINATION 6'' CURB & GUTTER 105 502 VIRGINIA DEPARTMENT OF TRANSPORTATION 291.03 PM-4 TURN LANE ARROWS Turn arrows required in accordance with the follosing, unless otherwise 6recled by the Engineer. TURN LANE LENGTH 'h Arrow WoW of begininq of fusridth turn lox. 301' or longer= 3 arrows i Mow located of r i#oW of full sifth tan kvw. IMow located 50'back from stopbw. kocoW of bo*v*V of(ulvkM turn NY*. 300' a Ass: 2 arrows :Arrow 1 Mow located W bock from stapbor. I SKIPS Thru lanes: use 10' skips / 30' spocng. M"rliskin Transitions more than 100'� use mniakips 2' White Skip Line (2'skips / 4'spocing). 4' spacing (on a1 dud turns) Transitions 100' or Iesst do not use skips. Stop sold yellow Sofid white ine to end TO' White Skip ine ine of the begirtniFg of the rodko. of transition unless otherwise required �. spacing V6 y Enomisr. a tr wltiIII te ine to end - I o rwlse req(Ir b iNle por 10 100' Min sold white _ to .".. .� ----- . ; 2' White skip lino 50• �r II No edge line required where curb and 4 BQpL trapmr olf oror gutters unless indicated by the (uI wQ)dth turn ;one. Double, somyellow ina. DETAIL FOR LOCATION OF Ngtes: EDGE LINES ON CURB SECTIONS OF ROADWAY (NO GUTTER) , stop bar: aHlolibe width find shallow � located as shown onn t the traffic sogndDk>ns• Arrows shalsbe in accordance with the FederdMUTCO. • • 4" Marking + Spacing between double solid yellow Tiros sholbe 4". N+ No edge Pine required where curb and gutters Present glees indicoted by the Engiroear. 4- TYPICAL PAVEMENT MARKING FOR SIGNALIZED INTERSECTIONS VIRGINIA DEPARTMENT OF TRANSPORTATION 1301.89 T-MH-2 MH-1 FRAME INTERLOCK SHALL BE PROVIDED BY AND COVER r DIAMETER HOLES' 3" OVAL SLOT, OR OTHER VDOT APPROVED METHODS. H FOR 4 STEEL DOWELS. A ( FOlFT. SCETEERSNOTTO BE 180•APART- 0. MAfNHOLES) N SEE NOTE 7 4" Mb% 12 MAX ( t NOTCH,OOWELS,KEYS OR OTHER VOOT APPROVED ARE TO MEANS PROVIDING POSITIVE NTOPS SPACER UNIT �� CONJUNCTION WiTH CURB DROP INLETS. H (AS REOUIREO) LOCATION, SIZE AND SHAPE OF OF HOLE MAY VARY DEPENDING ON THE TYPE OF STRUCTURE. �2, I SALES PS REO'D.) ' tAS REO'D.) 2"MAX 2'-1D HN vx/ 5. 4. o• s•�..- � VARIESSTEPS 1 / 5" MN. '• FLAT SLAB TOP UNiT / 5" kill a ( -�5 W'O" 5"� +I5" +-- 4'-0"- NOTES: CONCRETE TAPER UNIT ECCENTRIC TAPER UNIT 1. SEE GENERAL NOTES FOR ADDITIONAL INFORMATION ON WEEP HOLES. STEP REOUIREMENTS, "K" (LN. FT. FOR S. SPACER UNITS SHOWN HEREON ARE ALSO KNOWN AS MANHOLES) DIMENSION, ETC. "GRADE Ri ICS" OR ADJUSTMENT RINGS". 2, ALL SPACER UNITS, FLAT SLAB TOPS, AND TAPER UNITS 7. WHEN SPACER UNITS ARE REQUIRED, "M' IS TO BE ARE TO BE N ACCORDANCE WITH THE REQUIREMENTS MEASURED FROM THE TOP OF THE UPPERIAST SPACER. OF AASHTO M199. S. SPACER UNIT iS TO BE DOWELED OR MORTARED TO 3. CONCRETE SHALL BE 400D PS). TAPER UNIT OR FLAT SLAB TOP. 4. FOR STEP DETAILS SEE STANDARD ST-1. 5. DfNIENS10NS SHOWN ARE MINIMUM . ACTUAL DIMENSIONS MAY VARY WiTH MANUFACTURER. STANDARD PRECAST MANHOLE TOP UNITS REFEREICE 105 VRGNA DEPARTMENT OF TRANSPORTATION302 103.09 I NOTE: CG-6R (COMBINATION CURB AND REVERSE GUTTER) IS LIKE A CG-6 WITH THE GUTTER PAN REVERSED TO ALLOW THE WATER TO FLOW AWAY FROM THE CURB. QJ G 1 N I q � J J3: Y O J Q Ci O IaJ d_ LLJ O W _ UO V)L,0 C0 r ¢ HO wow W 2 LL_ O o O � 0 V � Q � U U) � L Q 0 Q O I N 0 to p O O d Q 0O N O J 0 Q 06 (L) > 0') CY) L Q) J �t N C: (mil C rr) C O O Ln ° r � CL v LL (n UT •L 0 tti. N L C L o a) .1.+ C a. L w on O W Z J W U (n LIJ J Z b Z M 0 O �' U F- Ld o � x U W Q Z U w 0 �j W O 0- r 0 CD 0 W N o N \ Q 0 O Z O o o = cn 0 Ij_ Cf) LAJ � W Q LD C.)C..) CD CD C� Z O LJ W Q Q J U Ld W = a z z a "' Q (f) Cn LLJ d (>7 LLI � tj 00 r Q Q 0) U U � � o Z U Z � Ld Y U t- O ! Z <H- 1� Z 11 w O � o _ U _j N E w- a a 0 70 c a 0 U Q a� n O C6 O ems- Ln O O N CV N _o w 0 0 rn U / c 0 n L w O I o'J 00 N U .9 0 a- 2003 F3difion ftr 3RA3 Option: The side of a raised pavement marker that is visible to traffic prodding in the wrong direction may be red.. Standards R raised puyement markers are used to subssOlute for broken line mark p, a group of tbree to five markers equral(y spaced at a distance no greater than NIS (see Section 313.11) shall be used. If N Is other than 12 m (40 its the markers shall be equally spaced over the Ere ,sepuent length (at iV2 points for 3 markers, at 113 points for 4 markers, and at 114 points for 5 markers). At kast one retroorellective or gr imternaBy Muntinated marker per otup shall be used or a retroreflective or Internally Illuminated. marker shall be installed midway in each gap between successive groups of nonretrarreffective markeru, When raised pavement markers substitute for solid :lane line markings, the towers shall be equally ,sparred at no greata then N/4, with wronflective or 1ntrrnaily itlunrinaft0i tiaaifs at -a gas1>mding no grestaer than N& Guidanm Raised pavement markers should not substitute for right edge fine markings. Standard: Wben raised paventent markers substitute for dlo ted Bnes, they sisal be spaced at no grew thrma N14, with not less than one raised pavement marker per dotted Nitre. At least one raised marker every N.shall be retrorefleclive or internally 11huninated. Option: When substituting for wide lines, raised pawmrent markers may be placed laterally adjacent to each outer to simulate the width of the line - Section 3B.15 Ttansvetcsa ll+ilar WO Standard: 71ransverse mare, which include slhoulder marking% word and symbol markingrn stop Ones, yield lines, crosswalk lines, speed measurement markings, speed hump morlthW4 parking space markings, and others, shall be white unless otherwise specified herein. Guidance, Bate of the tow approach angle at which pavement: markings are viewed taatnsveatsc lines sb-Mld be proportioned to provide visibility equal to that of longitudinal lines. Sumdardt Pavement mauling letters► inners), and symbols shall be instralW In aacd►rrdaasde with the Pent Markings chapter of the "Standard Highway Sign" book (sae Section 1A.11), Section 38.16 sand Yield Llrtes Stsztdard: If used, stop lines dag consist of solid WNte daces extending across approach leases to Indicate the potut at which the stop is inbmded .or required to be made. 1f uwd, yield lines (stae Figure 3l(s-14) shall consist of a row of solid white faoseeks tkangles piing tQwaard apprvaehiogg vehicles eating s,nvas approach banns to indicate the .point at which the yield is Intended or required to be made. Guidance Stop litres should be 300 to 6M 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 STOOP (111-1) sign, traffic control signal, or some other traffic control devi+:c,, except'YIELb signs. The itndivl&4 tt�ise>tgles comprising the yield line should have a base of 300 to 600 mimeo (12 to 24 in) wide and a height equal to 1..5 from% the baays . The space between the triangles should be 75 tea 300 aim. (3 to 12 in). Option, Yield lines may tic used to indicate the plaint behind which vehicles .are required to yifeld in compliance with &YIELD (Rl-2) sines or A V'Od Here to Pedestrians (RI-5 or 11-5a! sign. Stet ML 19 secL 3B_t4 so 3t3_e6 2003 Rdilion Fom 3,-21. Ewmrplles of ShvxWdArmvm for Ph a =Through Lana -Use Arrow I29 mJ9.511) c-Torn and Through 4tat "s* Arrow b - Tttm Lane -trio Armw d - WrunWVby Arrow ----•- t < Law Rleduaction Arrow e - Wfung-Way Annw piing Rehoreffectiv+e Raised Pavernlarrt Markers r � (; 4$ M) 675 fAM « t27.0 in] a d+6 '60. 20° Edge of padwom Typed skes for ncrtraa inwal aiatt;sires rrey be YedjoW appmanvM1 traw4wd Mr Wtv-speed ufban cnrAbwris; ka9w seas may be r milled for freaa wA, bra orange spenck •wid oth& si rd ktraMm A ran r dor►gaitesd arrow dasign Is opdarW. Fbr prapar p mpottion. we ih,e t mint Maw chapter of IMQ ' nut! atigiramy VgW Wok (m Soctm 1A.t t). M3 Edttloo Ewes iB>i CHAPTER 7JL REGULATORY SIGNS Smtkw 211.01 Appilcattcrrt of R lath SIw Staanati2saard; Regulatory signs shoR he used to inform mad usera of selected traffic laves or regulations sod Indicate the applicability of the legal requity tents. ltqpdatory shall be installed at or war when the regalatlonsapply. The signs shall dearly intliCs4e the rejuhvmeats imposed by the uplatim and shall be desiped and Ins WIed to provide adequate visibility and legWft In order to obtaln compilanm Regnlato ry sly shall be rdivreffectivt or Muminsted to shm the same shape and similar color by both day and night, anlew sally statod offievvke in the tryst disemision of a particular sign or group of sign (me section 2AAS). The requirements .for sign Illumination shall not be considered to be satisfied by street, highway, or strobe lighling. Samson 7.B.02 Support: Most regulatory signs am- rectangular, with tttc longerdimension vertical. The shapes and colons of regulatury suns arc listed in'1 filer. 2A-3 anal 2A-4, a*pcctivcJy_ Expti arc s i6cWly tooted in tlae following Sections. The use of educational plaques to supplement symbol signs is described in Section 2A.13. Guidame: Changeable message signs displaying a regulatory numap incorporating a prohibitory message that includes a red circle and slash on a static sign should display a real symbol that approximates the same renal eiwle and slash m closely as passible. Section 2B.03 91 ftettuulatcartr mm Standard, The sires for regulatory sips dwS he as sown in Table 28-1. Guidarere: The Freeway and Expressway sizes shmlad be usul for higher -speed applications to pmvide larger sigmas for incremed visibility and mwgn tion, Option: The Minimum size may be used on lowed roadways where the reduced legend seize would be aricquate for the regulation or where physical conditions preclude the use of the: other sizes. The 0%vm-zed size may be used for those special applications where speed, volttfrae, or other factors result in conditions where increased emphasiN improved recognition, or increased legibility would be desirable, Signs larger than thow shower in Table 2R-I may be used (sex Section 2A.12). Section. 28.04 SiMI! Sleet fltl-1l Standard: When a sip Is used to Indicate that traflfc Is ahmys required to stop, a STOP (RI-1) sign (see Figure 213-11 shall be used. The STOP sign alas!'! be son oddagou with a while legend and harder on a red backgraund. Semnd=7 be s. s m ill r 14 lrtlx shall nQt .. used .� S'il'C1P sigh fa:5e If appropriate, a spore la!rrtal l►lagtre ( �3 to 1R j shall be used to display a mrondary legend. SO& plaques (see Figure 28-1) shsafl have a white legend and border on a red background. 9 the number of approach :legs controlled by STOP signs at an Intermc ran is three or more, the numeral on the supplemental plaque, it used, s ball +cor ptond to the actual m i mber of legs conirdled by STOP signs. At ores where all approaches trolled b STOP eaa ent al fiat +roc see Semi 2 a laser r F' � plaque (R1-3 or RIA) shawl be umm,ut below emb SIIP.slp.. Option - The ALL WAY (RI-4) supplemental plaque may be used instead of the 4-WAY (R1.3) supplemental plaque. Support: The design mW application of Stop Beacons are described in Section 4IC.05. 3ocr.2aAl rbZaA4 2pa{b3 FAitiam Pap 213-7 Once the decision has been .made to install two-way tttc.p camel, th -decision negsarding the appropriate street to stop should be bwwA on engintwing judgment. In most cases, tiara street carrying the lowestvolume of trsaliic Should be stt►pped- A STOP sign sb uld tact be installed on the traajor Mwt. unless justified by a traffic engineering stately. Support The following are considerations the might influence time decision rowing the appmpri tc srtrect upon which to install a STOP sign whom two streets with retmively equal volumes andlor characteristics intersect: A. Stopping the direction that cortllicas the most with established pedestrian crossing activity or school walking routes; B. Stopping the direction that has obscured vision, dips, or btlrnps that already require drivers to amwc lower mains spy; C. Stopping time direction that has the longmt d_i nix of uniAtmurt'tapted flow approaching the intersection. and D. Stopisitssg the disc itsn that ban mite tit aaght dimatac�e so ctmfllcaatg traffic, The use of the SLOP sign at bighwaay-railroadgradecrossings is described in $action 013.08, 71M use of the STOP sign at highway -light rail tran of gee crossings is described in Section IOC,04. Section 2ZB, Standard: The STOP sign shall be instaled on the ir*blzide of the appmach to which it appftL When the STOP sign is ftnUfled at this requirtd.locadon and tha Ap visibility is rtstritkil, a Slap Ahcad skp ( Smtkm 2C.29) ?shall ,be Installed In advance of the MP sign. The STOP sign shall be located as dam as pr aetical to the hdorseclion it tegulgles, while opti esiaing its risibility to the read user it Is °latent& to regulate. STOP signs and YIELD skm shall not be mounted on the same pod.. Guidance: Other titan a DO NOT ENTER sign, no sign should be mounted b=k-to`bsack 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 csonkined mounting of other signs with STOP signs. Guidance, Stop lines, when used .to supplement a STOP sign, shou, ld be located at IM point where the road user should stop (see Section 3B.16). If only one S70P sign is installed on an approwh, the SMP sign should not be placed on the far side of the intersection. Where two road& intersect at an amte angle, tlee'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 them is a marked crosswalk at the inteneation, 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 apprawh, Linea of traffic exist on the sipM appuwl- obgervance of the step control may be improved by the insmilation of an rrddidonal STOP sign an the, lift side of the road andfor the use of a s line. At channelired iau rs=t emits, tree additional STOP sign nay bo effectivr.ly placed ten a charmtixing Isla n Support: Figure 2A-2 shows examples of some typical placetneants of STOP signs. Section 2B.07 Multlwvzuy _SL4g9A1pMs@nM& Support: Muldway OV control can be useful as 4 satiety manure, at intenections if certain traffic conditions moist. Safetyconassociated with multiwaay stops i=laele paclostrians, bicyclists, and all mead ust~rs vq= ing otheay road assets to stop, Mulsiwaay totals control is usW where ft volume of traffic an the inmrsecting road% is appisoximately equal, The _ i sass an Odic use of S'WP signs desc ` . in 5e don 213M. also apply to nttitiway mV a*ca ii=, sees 2s:05 a MOT May 2M 1►age 6H-12 Typical Traffic Control on Skouldesr Mgm TTC-4. Gtrida; 1, A ROADWORK AHE,4 D.v gyp -or ,xV{OMM WORK AMID sign should be plzwd an the kft sills of the rom*�Vfbr a divhird or one-wvr irsma o tfThe hft slamtder hr affmsed 2 ftn spaft shmdd be 1300 -ISO1' for► VmWd 4row highwa . mad on all other n=hPap 500'-800' »Alias Ow pwled4ftvd firms is greerder Man 45 mph, sand 3,ft1- 00' wiam the pwfed speed Muir is 45 mph orgrewwr, Standard,. 3. Channelizing device spacing shall -be at flee fellowbg: Posted Spud (mph) JOfttion TrawAdon Sp'cing 20" 40' Tr a velwry Soaft 40' S0' 4. 1M* lingua shag be as drown In Table 6114 for the posted steed llumIL 5. Conte Toper 1A mgth (1;)a Speed Taper Length 1[.itmlit Lane Width In Feet l4f 2 .. -. _ 105 115 LW 30 150 165 ISO 35 :205 225 245 40 270 2" 320 45 450 495 640 (Shoulder Taper = 113L Aftmimtrr) 50 500 551 600 5530 bd0 d0 770 65 f6o 7 , 780 6. A shadowy vehicle with either an arrow rd oWadeg In the caution -mede, or at least MAA- laftwIty mdmr rotating, tense ling, or strobe Not sleep be p 50'4' in :ai � of the .first work erew. U AM: 7. Far.altazt-duration bons of ti(M ntiMM gE b§L ati signs and �saauteli alcri _ut�l+� Lf a 3MhiAAd9U9k31dhiWkb=M Alift 129W18. 050illatitmra. Or scribe lights s tasted. Ik YchEcle lsnraard aararnina signals may be used to suonlawtrac#tt 1s`ah-iinteasiity rot g, g. {�scilldlr strobe liebts. Standard: 9. pVben aside ide To" lidgmeck the highway within the temporary trams control zone, additional traffic as ne d. controltl�+lt�eti aiileall lea lags May 2005 Fap 6ii-13 :ROADWD a20-2{ END „. ROAD WORK 1 �r �LtJ�toaTEp EtA'�1YG AMBER (,CAUTION UWE) �► TYPE 8 OR C w �. C00- SEE MOTE 3 RIGHT RIGHT SHOULDER a SHOULDER CLOSED CLOSED Val-28 AHEAD AHEAD 48" sr 48" 4r SEE NOTE f ROAD ROAD WORK WORK AHEAD AHEAD W21-4 4S"A x 48" t Sodomy Qpwra*n on $houlder re C4,Q) Mftya.l CHAPTER PF. MAPORARY TRAFFIC CONTROL ZONE DEVICES sectim 6F.01 ZWAIAMJM Svgptrt: Whedew the acronym "ITC" is used in this Cbaptet, it aefers to'lmrporary traffic control". Smadaarda The Needs and co" rol er :atll read titter$ ( mtrlt* bleyctls", and pedestrlanss within toe noway, Including persors wl M. difitMlI ies In aseordon ce wltlt Ot An w wares wltlb Blsabllldess Act of 11990 (AIDA). Title III, P.ragraph 35,i30) through a TTC zone shall be an eassendel pram of highway cons"ction► utility work, maintenance operations, and the nuagement of trall is hKidents. Goidaffew 7he design and apilicadan of M devices nwd in TX reaumes slaodd comi*r afire neeik of all rmad ten (nWor3: a. bkye irtr, and p 4astlaw), hicludling Marie whk .&whifllim. The special .needs and control .of i1 ommyCdimr skmdd also he 41(a)Lv tiered through a M zme SupporL, 1=HWA policy requires diet all madsids appwimunces mch as traffic harrier;. barrier terminals and crash vaNar s, bridge ra>ifipp, ;sign anti light pole suppou, and work clan .hardware used on the National Higbway System meet the crasInvoolty pceforn ace crift ria contained in the National Cooperative Highway Research Program (NCM) Reptnt 350, *Recommended Prtwxduras for the Safety Perfdrmanae Evatusttion of ifighway Featutre. The FHWA wwebsiw at "bttpWsa&ty.fhwadat.govlpmgmnWroodside hardware.htmm identifies all such hardwam and inchtdes copies of FHWA acceptance letters for each of ilmn. In the case of proprietary iter ns, linIcs am provided to manuftnacre wwebsites as a source of detailed inforntatlon on spedfic devices. The website since contains an ".Asir: the Exper&'5=6on where questions on roadside design rues can be addresse& A lasting of VIDOT qVroved domes for use an state maintained roadways is also available: on V DOT"s web site at irig0 a aarlt, Busies Center, Location and Ipesip Division. Cra hworthiuc$a and crash tes6n infwmation on devices described in Part 6 an fecund in AASHTO's "K,oadi W Ica;ion Cli mdc "{s= Section 1A, I I of -the MUTCD). As stated in Definition. 5 in .Section 6A.02 of this tmsnwd, "crashwotlby" is a aaractefistic of a roadside appurtenance that bas been successfully craw tested in amordanoe with a national standard such as the National Cuq- rt bvc fthwajy Rcpmmh Program Report 350, " kemomcoded Procedures for the %fely Performaixt Evalualkm of Ifighway Features." Sb Mdlarde Traffic control devias sbA be defier as aril Agns, sipsit, ma g% and mtbuer devices and to warn, or guide rood use placed , or adjacent to a t, highway, pedes a in facility, or y by authority etch publicbody . or olficial b ivingJurisdiction. ,. All traffir contmi sit *ices used an street highway comstraaction, maintenance, utl11 y► or Incident mauapment opmniftas shall conform to the applicable provisions of this Manual. Section 6F-02 fillig Support: TTC 2R sips cmvcy bona gotteira and speeifie messages by means of wards or symbols and hue the same three categades as all road um signs., regulaaars y, warm% and guide. Standard: Thevollors for regulatory sign shall follorw this Standards for rnguktary dgns In Table 2A4 and and border an an haw a I d a Ti' :conic shall Chapter 2B of M ilVa�rirl t< C orange background, except for the 1 y _ it Orsk Growling Advance Warning (W10.1) $192 whkh ssb,oal► have a blotk ftod and bordw on a yrellawr I ou" and exa;W for $Egni* than are perrnitted in Parts 2 or 7 to love loomcept - reen backgro urd%. Colors for guide signs shall fallow the Standards in Table 2A-4 card Chapter 20 of the MUTCD, except #bur guide signs as noted in Section t,F.50. pap 6p-2 May 20Q5 Standard: RsflerNve sheelft used on orange cosimmetlen autd malatenam activity signs shall be fluorescent pffisrumie has . arming to Sre1ba 247 of the Virglnia Rand and Bridge Specldlcatk+aas, suppo&. The flumwm veirsiom of oramgcpravide higher conspicuity than standard orange, especially during twiligint, i aril milde.si used � TCC in rtfast itm1 fige Cbwor 0 may ricers a black Lqendanal border im a flueascs�xtmt mein&. Ito■aamd, Psaristinp asfans thatare astitLtrrmlileastav gain farnla�. _ gtareclamcl mvnve minas or tlanslhina warnina lights may be. used in oaaniunction with signs. Siandardt When stwWard orange fho or finhins. warning ligtats are used in eonjunctlas worth 319M *q crisp so block the iilgn face. Signs u ed fir admwe w amft shorlfd use 48 inch try 48 inch, mless prevented by right gf-uwy ratrlr'tlom or mead by the Daskkl Tr4fflc Engiwer, Dgv1sebw from abdidard sizes as prescribed herein shall be In 6 inch fiwrwmntL Sign declga dartails = coaataiiscd in tk "Standard Nghw y Signs" k (see Secti 1A.Il 4f die MUTCD). Standard: AM s used dig dray and might shall be retr+oreffeeiive with a material that bas a smooth, sealed outer surface, Nowt retr�rqftKfive signs, such at omeah signs, shall not be Allowed due to tiding, sunlight shirting through, and improper me during hours of darkness. Lion: ? Sim may m e,Of A" Adwnwr wamoog 14ps rased _ shwdd be mvkwal on a penadw bmis dwft the shift to emumatrtrratrew obihar no obmwwdlhe tVlec Hefty or visibifi fy of the sign text. mdard® )Furst red shall be made of rJgM smaterIAL 'Sip substrates for signs ioareW on precede drums, Type Ira b omd portable Sign stands shall be eltiaer a flexible retarnreilective rat - OP material, or a 0.4 Inch thick eorru gatesd PAYMpYkne or polyedrylene plastic mrateriad, ar 4 0,t1?al 3"A thick a alumiawniplastie laminaute material, and slia11 be the same material that was used wken the &,vice was tested and ford tmplbance with NCURP-35k Test IAM 3 requirements. Section tfr .03 an Ellanut S'pa shoald be loratesd on the ►`1gk ssk of Me madway unless oth a wim vadfia in $his J4fta 4 A -A T - J 4 Y O 3 Z -� WZtY Q Z O 0lab� Ti mOW O Q� FW-V)Z UO �LU0 Cn , N W WO tr�W l� O 4 U o n _400 Y Z Q Z M ® 5 Z ® �v 00 °. Q � LW� W pWp� Z L�. ® U w O 0 tr CL Trr W a O (V Z ®T O>t O w +- F O LIJ 1- V) Q pOf w O �0 Q i70 w U z ~ (n 0 zn In w C-D a p_ U o tr.a a o ® z o M w � C Q � U cc U Z �L..I y U r O zio do Z w 0 � 0 Ld _ U �N IL r 511 IS-1 -•^----_LULL. . r. . • Shope b elevation of mid-polm Of largest Dips. I • Shope to wntow I Of ape \ I `� �'�,: 1 •:- //Jy///�� A $to0e to drain Invert Mlrl Of outlet Pipe SECTION A -A A j METHOD OF TREATMENT IN DROP INLETS Transition between pipe domNen \ wMn different sites of pipe are encountered. NOTES Shaping of morthole and inlet inverts m accordance this drawing to oppty to Ins+e \ '�p - / � Slope to drain to ¢Wert 4 ' ° of outlet pipe. -' specified on pions or w4ern or ,o,e invert of Dipe is oDove invert o1 structure. above invert °_ �� - :_ �'4. Manhole or drop inlet is to be formed and constructed ,n accordonee ,Lim applicable ttondard m special dawnq. The invert shaping m detokad /� e ' .► a .. hereon is to coroisi of a Portland Cement Concrete mix conforming to e. CIoars A3or lossC1,exceptInat25%ot cooe oqqrargots mtbe up to 4" in dameler and Consist of s". broken brick, broken concrete, •-°- I / 8 or broken concrete block The surface shall be left smooth by means of hoed trowelling. None of the coarse aggregate snail remain exposed. (/ I 1 -� ' t `:' ' ' .- • , ° Details of invert Shaping as shern hereon ore fa example purposes only. Each manhole or drop inlet is to be shaped individually to best fit the _ ` J t t: ► . � ;- ► _ pornculor inlet and outlet configuration and flow lines. -----�' PLAN SECTION B-B METHOD OF TREATMENT IN MANHOLES SRE EIRENICE STANDARD METHOD OF SHAPING MANHOLE & INLET INVERTS 302 VIRGINIA DEPARTMENT Of TRANSPORTATION 10_ .08 (COVER REMOVED) A•4'-4" (IIT - 36" PPE) S-3'-0" (W - 36" PPE) A-4•-10- (42" PIPE) B-Y-6" (47' PIPE) NOTES q 77A78 1. OEPTH'OF INLET (H) TO BE SHOWN ON PLANS. B I B 2. THE -Hr OIAENSION SHOWN ON THE STANDARDS NO SPECIFIED ON THE PLAINS WILL BE INVERT MEASURED FROM THE VERT OF THE OUTFALL - -_._. PPE TO THE TOP OF THE STRUCTURE. I PLAN "Hr Dl1EW"IS ARE APPROXIMATE ONLY FOR ESTIMATING PURPOSES AND THE ACTUAL -- -- ' DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. MAXIMUM DEPTH (H) TO BE T2'-S. 3. WHEN SPECIFIED ON THE PLANS THE INVERT 1S PLAN TO BE SHAPED N ACCORDANCE WITH STANDARD (COVER REMOVED) 15.1. THE COST OF FURLING AND PLACING ALL GROUT MATERIALS INCIDENTAL TO THE SHAPING IS TO BE INCLUDED N THE BD PRICEN FOR THE STRUCTURE CONCRETE COVER If OR DETAILS SEE 4. INTHE EVENT THE INVERT OF THE OUTFALL CONCRETE COVER �(FOR DETAILS SEE SHEET 2 OF 3) PPE IS MGIER THAN THE BOTTOM OF THE SHEET 2 OF 3) AGGREGATE. SEE NOTE7. STRUCTURE, THE INVERT OF THE STRUCTURE SHALL BE SHAPED WITH CEMENT MORTAR TO -AGGREGATE. SEE NOTE7 PREVENT STANDING OR PONDNG OF WATER r^ N THE STRUCTURE. THE COST OF F(RHS4NG WEEP HOLE. W ' WEEP HOLE. AH0 PLACING ALL MATERIALS INCIDENTAL TO SEE NOTE 8. ! SEE NOTE 9. THE SHAPING IS TO BE INCLUDED N THE 80 > 1 PRICE FOR THE STRUCTURE. LIFT HOLES S. STEPS ARE TO BE PROVIDED WHEN H IS 4•-0" STEPS. SEE NOTE 5. a OR GREATER FOR DETAILS SEE STANDARD ST-1 - x 6. REINFORCED CONCRETE FOOTING MAY BE e� I PRECAST OR CAST-N-PLACE. TWO LIFTING 1 1 X I 0 I X HOOKS OF FABRICATORS DESIGN TO DE t PROVIDED N PRECAST FOOTING 7. 4" DEPTH AGGREGATE 168.478.OR 08 X 6" WIDTH. •. ' •.' ' •.: .: - •.1 8. 3- DIAMETER WEEP "Xf WITH 12-Xt2- PLASTIC SEE NOTE 4. HARDWARE CLOTH '4'MESH OR GALVAIZEO SECTION A -A STEEL ARE, Mt1S M HAIRMIRE DIAMETER DA3", CAST IN PLACE SECTION B-B FIRMLY TO THE OUTS)DE OF (THE STOTHI RUCTURE. FOR USE WITH ,2" TO 42" PIPES PRECAST 9. THE TYPE OF INLET (PRECAST OR CAST IN PLACE). NOTES (COAT ) DETAILED HEREON TO BE CONSTRUCTED WILL BE RECOMMENDED MINA NIUM HEIGHT CHART PIPE SIZE H DIMENSION CONC. CORK. METAL 12" 2'-6" 1 2'-5' Is. 2' 9'/i 2 O- 211 3'-3y'4- 3'-2- 24- 3'-7" 3'-5" 27" S-q'/4- 31-8" 30" 4'-}/2 3'-Ir 33" 4'-4Y4 4'-z- 36- 4'-a" 4'-5" A SAEt71G1101 VXFO Oft 241 503 13. PAVED DITCHES ARE TO BE TRANSITIONEO TO MEET INLET GUTTER AS SHOWN N STANDARD PG-2A. 14. PROVIDE SAFETY SLABS WHEN SPECIFIED ON THE PLANS. INCREMENT PER FOOT OF ADDITIONAL DEPTH W) 0:362 CU. YOS. Mr - 3V PPE) = 0410 CU. MS. (42" PIPE) SHEET 1 OF 3 STANDARD MEDIAN DROP INLET 12" TO 42" PIPE VIRGINIA, DEPARTMENT OF TRANSPORTATION 104.22 2" 0(NJETCR BAR OR NO. 14 BILLET LBS./FT., tASTM N A X 4" DETAIL A iPE tnSxS' D" BARS I Q REQTJ SEE DETAIL A a ~ 3'/ " t " SECTION A -A SECTION B-B APPROXIMATE OVANTITIES CONCRCTC CLASS RE S1 i • 0.423 C. Y s3 1RS- ARCHART GRATIE TYPE MAXIMUM [IUCi610N A B Ifir 3" s! r r NOTES DETA►LS OF CUTTFE_ANp METHOD OF PLACEMENT I. CRATE A f5 TO BE UTILIZED IN LOCAiKINS NOT NORMALLY NOTES SUBJECT 10 TRAFFIC. 2. CRATE 8 IS TO SE UTLM IN LOCAT04S NORMALLY N 01-7 NO CUTTERS. 01.7A NO CUTTER IN ONE DRECTION• SUBJECT TO TRAFFIC_ 01-78 GUTTER IN BOTH DRECTONS. 1 FOR DETAILS OF LOAD CMRYNC 2' JOINTS OEtWEEN GUTTERS AM CONCRETE COVER GRATE (CRATE 8). SEE 1-0(•7, SHEET 103,00. AIM TO BE DOWELED WITH 04 x 6- SMOOTH RODS W APPROX. t� C•C TO PR£VEN7 SETTL WENT. N LIEU OF VAY 4. CONCRETE COVER AND CRATE ppWELS A 2" X 4"NNOTCH IE PROVIDED. ARE TO 8E FURhvSHE0 AS A SEE STANDARD T-01.3, 4 ALTERNATE DESICN, SINGLE UHT. OUTS" 3. DIIFJRSONS OF R-AT£ TO VARIABLE 211 OR FLATTER. 2-Itj� (CRATE A/ OR 3'-4- X ? t L' (CRATE B1. C DITCH GRADE M�$T BE ADJUSTED T4 MEET OFf€RANGE N- E(EYAfON 5. ALTERNATE METHODS OF SEE LONpTIA7HNAL SEC MN, ANCHORING ANGLE IRON WILL BE IEIC F APPROVED BY THE 8' IF CEPIR LENGTH [ARE CQp° EABLE T01 OF WINGS BEE TENDED AS DIRE TC M gY THE E)eONEEp. d. GALVARA7f Af10 COLLAR ARE TO BE GALVANIZED 6. CURTAIN WALL TO BE LOCATED AT THE END Or THE PAVED DITCH SECTIONS OF THE 01-YA L 7. CONCRETE COVER NAY BE �7 T ARE NOT ABUTTED BY OTHER PRECAST OR CAST IN PLACE. 8, CONCRETE TO BE CLASS A3 F CAST 7. F NORIJ& DITCH GRADE IS Too FLAT 10 ALLOW IN PLACE. 4000 PSI IF PRECAST. FOR ADJ�gTEO GRADE TO INLET A SPECIAL CUTTER DETAIN WILL BE REOIARiAD ON PLANS. I. CRATE MARS TO BE PNIACCIEL TO DITCH FLOW. SECTION A -A SEE NOTE 31 I I SEE NOTE 31 IL4t , SEE MOTE 3 4 SEE NOTE Y" BOTH SCOPES FLAT 13NE STEM SLOPE fill• A ONE INTERATE.SLOPE It INLET a d ti DITCH 1 INNLET t-•0. r i BACK UP BCRM 0 D CH AD,A�TEOGRTAO MEET AS ORCto BE �ED BY THE INLET ELEVAiOH L,'-A 6 ENGINEER (DI-7A ONLY). TYPICAL ELEVATION SEE NOTE 3 SEE NOTE SAL MEDIAH CH GRADE SEE TE 4 SEE NOTES :1 OR RAT ITN ONE STEEP SLOPE -OE FLAT SLOPE BATH SL(>P£S STEEP 1 APPROXIMATE AUNNTITY FOR ONE CURTAIN WAIL, MEASURED FROM BOTTOM OF GUTTER CONCRETE CLASS A3 0.241 CU. YDS, - AT THE OPTION Of THE CONTRACTOR. 15. DI-7-------- NO GUTTER O, FOR DETAILS OF CONCRETE COVER,COLLAR AHD DI-7A------- SINGLE GUTTER WHEN DROP INLET GRATE AND THE METHOD OF PLACING APPROACH 1S ON A GRADE. CUTTER SEE SHEET 2 OF 3. DF 76 DOUBLE GUTTER WHEN DROP INLET i1- CAST -IN PLACE CONCRETE iS TO IE CLASS A3 t5 IN A SAG BETWEEN TWO GRADES. (3000 PSI). PRECAST CONCRETE iS TO BE 4000 PSL 18. FOR DETAILS OF PRECAST a-7 NOT SHOWN HEREON t2, CONCRETE QUANTITIES SHOWN ARE FOR INDICATED M, SEE PRECAST UNIT ASSEMBLY DIAGRAPAGE 103.01, DEPTH Gil WITHOUT PIPES. THE AMOUNT FOR PRECAST GENERAL NOTES, PAGE 03.02 AND FOR DIED BY PIPES MUST BE DEDUCTED TO APPLICABLE PRECAST BASE, RtSER AND TOP DETAILS, OBTAIN TRUE QUANTITIES, FOR INLETS OF PACES 103.07 THRU 103.rL DEFERENT DEPTHS ADD OR SUBTRACT THE 17. GRATE BARS TO BE PARALLEL TO DITCH FLOW. APPROPIATE CUBIC YARDS OF CONCRETE FOR EACH FOOT OF DEPTH. PPE t2" 0" Sr 24~ 30- 36" 42" Ii1MMRIi1 DEPTH 2'-O- -31/4" 2'-6%,- 3'-r 3'-7'/i 4'-2" 14- BY, - CONCRETE YARDS 947 LOOS 1.143 1.339 1,535 1 1.731 1 1.92CUDIC LONGITUDINAL, SECTION (WHEN INLET tS LOCATED ABOVE NORMAL DITCH GRAMME) SEE NOTE a. SHEET 7 OF 3 STANDARD MEDIAN DROP INLET �CFICA fERIENCE REV.746 12" TO 42" PIPE 241 104.23 VIRGINIA DEPARTMENT OF TRANSPORTAICN 503 APPROXIMATE OUANTITES CONCRETE DI.7 01.IA 01.78 CLASS A3 (CU. YOS.) NONE 11.2111 2,$48 0I-1 112 SECTION CAST IRON ''/2 SECTION STEEL NOTES 2'-7" L 2%2" x ;%' it '/." 1, DEPTH OF INLET (H) TO BE SHOWN ON PLAINS. Lugs10'-4" FOR DEPTH GREATER THAN K)' USE STANDARD wittno t!or T 3Ji ' 0+-tA a� B 2. THE "H' 0)NENSION SHOWN ON THE STANDARDS DI-3A,38,3C EXPANSION KEYED FOR OETALS OF INLET NOINRT CONST, BAts EXPANSION JOINT 3'-10 FRAME 6 COVER BAD( OF SIDEWALK 'r JOINT BARS SE STANDARD IC-2. AppRpA(){ (GUTTER p N Opt and Brace tt�s CAST GALV. IRON STEEL 66 ± 143.6 3 tbs. to$. indudnq including fuga Ctors AND SPECIFIED ON THE PLANS WILL BE MEASURED FROM THE INVERT OF THE OUTFALL PIPE TO THE TOP OF THE STRUCTURE. PLAN -H" DIMENSIONS ARE APPROXIMATE ONLY iOneoo;nt rented FOR ESTIMATNG PURPOSES AND THE ACTUAL DIMENSIONS SHALL BE DETERMINED BY THE CONTRACTOR FROM FIELD CONDITIONS. Weld oM 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS connectors IN TO BE SHAPED ACCORDANCE VAT" STANDARD to Collor iS-1. THE COST OF FURNISHING NO PLACING ALL MATERIALS INCIDENTAL TO THE SHAPING IS TO BE 4 w C W b - AIRS F BARS B a r , - �� ' - K O I tom``- ; h + ' , S11TJ�818p1�E --_---- CLOTHA1tE AIRS F u+rr WEEP HOLE. I EMOTE 8 ' i f �" -7 INCLUDED N THE BD PRICE FOR THE STRUCTURE. d iiiVIDAIR F L W A EpSr NOTE 5 '/, x Y/2` 4 /)' x 4- 4. IN THE EVENT THE INVERT OF THE OUTFALL " 0 FACE OF CURB 2' 7" `7/i' I.N.-� PIPE r5 IE,;H R THAN THE BOTTOM OF THE � •COAT JOINT CRACK CONTROL .FONT a � conrnectocrs STRUCTURE TFE INVERT CEMENT THE STRUCTURE GUTTER t2- ,9:" , SHALL ST�"MOXV, � Po Vi +c ur TrAAitAR rr '-o" SECTION A -A NAND THE STRICTURE, THE_HCOST OF FURNISI G 6., PLAN ACING ALLPLAN Md.ET�SHAPNG tS MOT BE INCLUDED IN THE SO - (Grote Removed) k PRICE FOR THE STRUCTURE. A YAx, r KEYED CM1riST. JOINT N L-VARIASLE - MAX- 20 ARxE ^ , SECTION B-B S. STEPS ARE TO BE PROVIDED WHEN N A 4'•0- 1 1 GUTTER OR GREATER. FOR DETAILS SEE STANDARD 5T-t. �8 g Y � RH DIMENSIONS FOR COLLAR DETAIL 6. TICS ITEM MAY BE PRECAST OR CAST-IN-PLACE.NCAST PON ONLY at `.X 7. HH 4 x 8" SMOOTHDOWELS AT APPROXIMATELYD12" C-C TO BE PLACED N ALL AREAS ADJACENT ING CONCRETE TO PREVENT - --------------- 4--2" SETTLEMENT. N UEU OF DOWELS A 2"X4" jA •" Hardware Cloth 2' 6" NOTCH MAY BE PROVIDED, SEE STANDARD '----- = ---' -' BARS F AIRS E ly,. B iv x - 3" Diameter i• - T-DI-3, 4 FOR ALTERNATE DESIGN. BARS E weep Halt � � #3" DIAMETER BARS B ao siQ .•�• • See Note 8 N 8, HARpwisRfiECLOTHP°/IIESHHOLE TOR/G,A�LYANIZEOT� WEEP HOLE FRONT ELEVATION � F r'B` 'n-- -&a. - • STEEL ARE, MtNMW MARE AMMETER 0.03", -__u (GUTTER REMOVED) e n: a 4" depth Aggr. DDDD�DDDDDDDD� NUMBER 4 MESH HARDWARE CLOTH ANCHORED -- - -- r:"^QC4 Collate #68.s78 ar C C FIRMLY TO THE OUTSIDE OF THE STRUCTURE. 18 x 6" width ,� DDOD�ODDDDDDDD �:. 5)t°/: BENT PLATE - SECTION B^B E i 1 12" 4i 9. CAST N PLACE CONCRETE R To BE OBEs A3 8" 8" 72"-15"-I8" or 24" (3000 PSI). PRECAST CONCRETE IS TO t# "• ; D�OD�DDODDDDDO N 4000 Ps, N irirv' in • 10. ANY ALTERNATE METHODS OF ANCHORAGE TYPE A NOSE OCTAL SHALL BE USED WITH CG-3 1, CG-7 STANDARDS .- . %" R .•;�;• GALY/M6/► jlt/i D O ° DDDDDDODDDDODD ___�. NEETNE THE APPROVAL OF THE ENGINEER ' •• Y BED • • NAY 8E SUBSTITUTED FOR THE CAST IRON TYPE B HOSE DETAIL SMALL 8E tH3E0 WITH CG-2 STAtR0AR05. TYPE A TYPE B 2" X 4" STUD SHEAR CONNECTOR (ELUDED O1 Q s 11 • LUGS AS SHOWN HEREON. } GALVAIAIZED PLATE FOR TYPE A TO BE BENT ON AN ANGLE OF 08.30` TO ANGLE IRON AT 7C C. - COHIiCTTO AND t5 TO BE AICMOREO WITH y? x 4" siuD SHEAR! NOSE DETAILS SECTION A- A I •� J wELaEO To BENT PLATE AT a' c t, 4" APPR. PAVEMENT CONCRETE QUANTITIES FOR MIN. DEPTH a 3A L a 3e i p-3C L WARPED PAVEMENT i2" concrete pipe 1.440 Cu. Y01. Concrete SECTION C-C SECTION D-D 15" eonaele pope - 1.528 Cu. Yda. Concrete �--r r --t- _ -�- -- - 14 lEr cOrxrete pipe - 1.620 Cu. Yds. Concrete = 1 ( x I I = bi i 24" concrete pipe - I.Bn Cu. Yds. Concrete GRATE DETAILFLOw Ff WIiM Add 0.469 Cu.Yds.Per IC) additional foot Of depth. APPROXIMATE WEIGHTCast Iran DETAIL WHEN USED Grote 363 ± 18 be FOR USE ON GRADES ADJACENT TO CURB STANDARD DROP INLET SEOFCA7g11 FOR u� S TAcs WITHOUT GUTTER ��� BOTH SIDES TO BE SYMMETRICAL SHEET tOF Z 121, - 24" PiPE: MAXIMUM DEPTH (H) = 10' 233 STANDARD CURB DROP INLET M(1 PItAnCillnott VIRGINIA DEPARTMENT OF TRAHSPORTArtoN 3°2 12'" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 233 104.01 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 104.09 INSERTABLE SHEET A86 PS-1 NO PROJECTION OF PIPE ABOVE GROUND LINE TOP OF FILL TOP OF FILL TOP Of FILL = GROUND LINE H kitOUfO L11E H = GROUND LINE H r riirr /rrr I riii/ riir .v rrr r r/i rrr rrr rr EARTH rrr /i rr rr ROCK YIELDNG D•tt" rr / D•t2-EARTH 0.12" r tl _ SOB. Ir D/2 4- D/2 �d 0/2 +--�- MATERIAL I 3' Hal b NVX) � D �0 I x �1 X X MRN.1/10 0 T 1MIN. � % MATERIAL QFPER MATERIAL --t►RT x 0 -+i X WWI a"• FOUNDATION SOFT, YIELDING, OR NORMAL EARTH FOUNDATION MAX. 24" ROCK FOUNDATION OTHERWISE UNSUITABLE MATERIAL PIE PROJECTION ABOVE GROUND LINE MN. 1.5 x 0 1 _ IAHI. t5 x 0 _I w e M!L LS x D MN. 1.5 x 0 17 a 1.5 x D _ I _ AMR. L5 x d� -OF" TOP OF r+ TOP Of FILL FILL 1' TOP FILLLL * M = /rrrrr//rrrTir rrirririrr/rrr - rrrrrrrrrrrrr ririiiiirrrri '- /////rrrrr rrrrrrrrii N H / rrrrr rrr/rii / = rrr /rrrr /ir rr -- �.Airr 'r /ri r� rr/r/r rrrrrr = _rrrrrr rrrrr r/in rriiir _ fff�r ` rrrrr/ �'r'rrrf rrr ri/ rr/r/ 0•tt" rrrr/rrrr rrrrr/rrr 1).12" rrr/r/r/r OROUND / rr / // rrr/r 0 1wr - /r rrrrrr GHROtMD //r//rr/ rrr/rrrrr - GROUND rrr ° irirr LINE - d rrrrr d =LINE 012 2 r 0/2= (tj EARTH 'sit_ OR / - UNYIELDING p BEDDING MIN. V O -� X D - �H X r►- Mi(T MAR. t/10 D l SCIL MlR V 1D '0 BEDDING � - X D x }.e- '/2- PER BEDDING MATERIAL MATERIAL EARTH NORMAL EARTH FOUNDATION UKa"H ROCK FOUNDATION FOUNDATION SOFT, YIELDING, OR 24" OTHERWISE UNSUITABLE MATERIAL ®BEDDING MATERIAL N ACCORDANCE WITH NOTES: SECTION 302 OF THE ROAD AND BRIDGE SPECFICATIONS, FOR PLASTIC PPE, THE LIMITS OF THE CLASS 1 BACKFILL MIATERUL SHALL BE CLASS I BACKFILL MATERIAL IN ACCORDANCE EXTENDED TO 12" ABOVE THE TOP OF THE PIPE. Wrm SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. FOR GENERA, NOTES ON PPE BEODNG,SEE INSTALLATION OF PIPE CULVERTS BACKFILL MATERIAL N ACCORDANCE NO STORM SEWERS GENERAL NOTES ON SHEET 107.00. ©RECUL.AR WITH SECTION 302 OF THE ROM AND BRIDGE SPECIFICATIONS. ® EMBANKMENT SHEET t OF 4 ysoncaw INSTALLATION OF PIPE CULVERTS AND STORM SEWERS CIRCULAR PIPE BEDDING AND BACKFILL - METHOD "A" 302 REV.7/05 303 VRCIMA DEPARTMENT OF TRANSPORTATION p7 0i TABLE OF QUANTITIES a-3A38,3C L AREA OF REINFORCING STEEL TYPE SLOT Concrete BARS A BARS B BARS C BARS D BARS E BARS F BARS G T�KtTiT Cis. Yds. No. LK Ft. * No. W. Ft. ! No. I Lin, Ft. tY _No. Lin. FOR No, Lit. FL No. Lin. Ft.* No. Lin, FL! Lbs. d 3A 2'-6-1 LtS 2.76 - - t 5' 7 3f- 1 S 1'-6•' 3 3'-2" 4 r-6" 3 r-6" 4 4 2.75 3.02 5 3'-6" 6 - 3 3'-2" 4 3-.6" 3 r4" 4 1 a' 3 67 .46 5 5'-fa 10 '- " '- 3 S•-7" 3 4 ' " 3 T-6" 4 r - 68 01-38 0' 4.58 5 7-6" H 6 -7" to 6' 10 5'-7" 3 3 2' 4 7 -6- 3 r-6" 4 r - 4 12' S.50 4 4 5 9 6" 18 7" to 6' 3 7 3 3' 2" 4 3 r-a" 4 r-or 21 5 iT-61 22 '^ 3 3'-2" 1 4 1 iT 3 1 r-6" 4 6 3 5•-7" 3 3'-7" 1 4 -6" 3 1 r-6- 4 r /8' 8.2 5.66 S W- ' 30 '- 3 -7" 3 3'-Y 4 - " 3 r " 4 T- T 17 6.09 5 t7-6" 34 3 -T 3 3' 2" 4 tT- 3 T 6" 4 r• 4 3. t f0 r-91 4 W-7" to 6'•I0- 5-7' 3 3-2" 8 r-9" a V-6" 2 r-07 III 6' 10' 67 4,58 3.4 3" 10 10 2•-9- S-9" a 112 W-7- c '• 6•-7" to 6••110- 5 '-7" 5'-7' 3 3 3-2" S-2" a 21-E 3-91 6 6 r S" r-6" 2 2 16 •-7- 1-7' 3 3•-2" 0 4•- 6 T-6" 01-3C 14' 4 1 10 5' 9- 0 6' T' to ' tD 3 3 -2" 5' 6 7-6" 2 r-cr 7. 1 10 6' 9 2t - " 5 7" 3 3-2" B 9^ 6 r-6- 2 r• 34 8.25 S.aS 10 T•A" 8 6'- to 6' 8 T-9" 6 r-6" 2 392 9.17 f0 9" 2 3 3'-2 6 r (i" 2 T 439 T DARD NOTES L DEPTH OF NLET (H) TO BE SHOWN ON PLANS, 7. *4 X a" SMOOTH DOWELS AT APPROXIMATELY t2'• C-C TO BE PLACED IN ALL AREAS ADJACENT 15, THIS AREA MAY BE EARTHEN. N WINCH CASE THE EXPANSION JOINTS WILL APPLY ONLY TO 2. THE •4r DIMENSION SHOWN ON THE STANDARDS TO ABUTTING CONCRETE TO PREVENT CkM *0 GUTTER• AND SPECFEO ON THE PLANS WLL BE MEASURED FROM THE INVERT OF THE OUTFALL SETTLEMENT. 16. CONCRETE OUANT►TES SHOWN ARE FOR DEPTH PIPE TO THE TOP OF THE STRUCTURE. PLAN "H" DIMENSIONS ARE APPIRO)A1ATE ONLY a_ S' DIAMETER WEEP HOLE TO BE LOCATED TO GRAN SI�QI1�E�MAH WEEPPTHO1L W1iH 00 OF 5'-2" WITHOUT PIPES, THE MOUNT DISPLACEDA STD TO FOR ESTMATINC PURPOSES /INO THE ACTUAL ,2"X12" PL/CCH E QUAINT TIES. FOR t�Q DIFFERENT DEPTHS Iq0 OR SUBTRACT 032 01ENSIOHS 9tALl BE D£TUMwMEO BY THE CONTRACTOR FROM FIELD CONDITIONS. OR GALV STEEL WIRE t/iAUIY DIAMETER DA3" MAXOM 4 kESH HARDWARE CUBIC YIDS OF CONCRETE FOR EACH FOOT CLOTH ;i� Y TO THE OUTSIDE OF OEPTHL 3. WHEN SPECIFIED ON THE PLANS THE INVERT IS TO BE SHAPED IN ACCORDANCE WITH STANDARD OF THE S TUREFRMI 17. LENGTH OF ANGLE RON AS SHOWN ON SHEET 1 iS•1. THE COST OF FURNSHM AHD PLACING ALL 9. ALL REINFORCING STEEL SHALL HAVE A MIN. OF 2 IS TO BE L +W AT 4.10 LBS./FT,- MATERIALS INCIDENTAL TO THE SHHAPINK) IS TO BE INCLUDED INTHE 80 PRICE FOR THE STRUCTURE. COVER OF 2". tar. HHA DENOTES LENGTH OF ONE (I) BAR. N THE EVENT THE INVERT OF THE OUTFALL 10. ALL REINFORCING STEEL TO BE CUT CLEAR OF ALL OPENI NW BY 2"- W. ALL REWOR.004 BARS TO BE MI5_ 4, PPE /S NO" THAN THE BOTTOM OF THE STRUCTURE THE INVERT OF THE STRUCTURE 1t. CAST -IN PLACE CONCRETE tS TO BE CLASS A3 20, WHEN MET IS USED IN 4'-(r MEDIAN. BACK OF SHAPED TO CONFORM TO SHALL BE STRAFED WITH CEMENT MORTAR TO (3D00 PSO. PRECAST CONCRETE 15 TO BE INLET PREVENT STRONG OR POWW OF WATER 4000 PSL PROPOSED CURM N THE STRUCTURE, THE COST OF FlldiSHING AND PLACING ALL MATERIALS INCIDENTAL TO 12. LENGTH OF SLOT (L) WILL, N EVERY CASE. BE THE SHAPING tS TO BE INCLUDED N THE 90 SHOWN ON PLANS. PRICE FOR THE STRUCTURE. e. F ItiET IS CONSTRUCTEO INDIAN MECURB OR 5. STEPS ARE TO BE PROVOW WHEN H 15 4'-0" WITH INTEGRAL CURB, GUTTER IS TO BE OR GREATER- FOR DETAILS SEE STA•OARD ST-1, OM ITEO (SEE DETAIL), 6. THIS REIN MAY BE PRECAST OR CAST -IN -PLACE. 14_ STANDARD INLETS MAY BE CONSTRUCTED WITH CONCRETE BLOCKS IN ACCORDANCE WITH THE DETAILS SHOWN ON STANDARD DRAWING DI-MB, Sheet 2 of 2 VI°'r'°'°' CURB DROP INLET FIDIVI ICE S AN 233 12" - 30" PIPE: MAXIMUM DEPTH (H) = 8' 302 VIRGINIA DEPARTMENT OF TRANSPORTATION 04.10 INSERTABLE SHEET A151 PS-, GENERAL `TAN TE TOP STANDARD FRANC FRC TOP ALTERNATE 1, METHOD "A" PPE 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 OTHERWISE NOTED ON THE PLANS. 2. H • HEIGHT OF COVER MEASURED FROM TOP OF CULVERT TO FINISHED GRADE. * I4 BARS O4" C-C T•T-1-- -- --T71' 3, b EXCAVATION DEPTH AS SHOWN ON PLANS OR 70 FIRM BEARING SOIL. }4 p--'----- 4-4 ++-4 CIRCULAR PIPE 4 .10 11 1 I i 1 L0 •OUTSIDE DIAMETER OF PIPE. e4 DIAGONAL BAR I I 1I I I I1 ( I I I 1 1 RECOMMENDED MINIMUM HEIGHT CHART PPE H DIMENSION SIZE CONCRETE CORR. META_ 12" 2'-6- 2•-5" iS" 2' e" 2'-8" 1a" 31 2r 3'-3'-2- 24- 3'-7" 3'-S" T-01-3.4 CURB DROP INLET THROAT SECTION FOR ALTERNATE DETAIL, INSERTABLE SHFFT A 14R NOTES - I. SEE CEIRERAL NOTES - PRECAST FOR ADDITiON& DETAILS, 2. CONCRETE TO BE 4000 PST MTVIIN COMPRESSIVE STRENGTH, 3. REWORCIND STEEL N ACCORDANCE WITH ASTM A-6t5 FOR RIRFOHRCING BARS. 4. REINFORCING IN ACCORDANCE WITH ASTM A-W5 FOR WELDED WHE MESH- S. DiIIENSK)NS SHOWN ARE WNUIUTA. ACTUAL DIMENSIONS MAY VARY WITH MANWACIURER. 6, THIS UNIT MAY BE USED MATH ALL STANDARD DI-3 4 W4 CURB DROP INLETS. 7_ EACH FACE BLOCK SHXL HAVE 2 OR MORE LOOPS /403 BARS$CAST N FACE AS SHOWN. THESE LOOPS MAY BE USED FOR UTT 00 FOR TIEING IN. THE POURED N PLACE GUTTER (SECTION. FACE BLOCKS ARE TO BE SHED WITH GROUT OR POLYSULFOE SEALER. 8_ STANDARD ST•i STEPS NOT REOUftO IN THIS TOP UNIT. • r �'� rr, •f���;8. LULL • 1 11 IV ,r` .����Ilia ► ►. A it r •, /j'��i�►`'`�'.'`�-~rill j~'► i �4F LOCATDON OF HALE r0 NOTCH INRTERLOCX VARY ACCORDING TO TYPE OF INLET CONSTRUCTED. .H ; EET I OF 2 TYPICAL MINIMUM WELDED WIRE REINFORCEMENT - STANDARD PRECAST TOP UNITS IEV. 3/03 t0305 VIRGINIA DEPARTMENT OF TRANSPORTATION ISOMETRIC CURB DROP INLET THROAT SECTION ALTERNATE DESIGN RECOMMENDED MINIMUM HEIGHT CHART 6-.PDE () R3 c SIZE H DIMENSION COTE PPE 6 2'-tr iD" 3. 1r 3'•6" W e an d18" •an2r. is m W ~ �W a ui_do v V,Np) a is 3, �« 4.-4« �« 4'-7i « 4'-* " 5'_I 4" 4" V-S" ,r a, " is. 4'-7'/4" TB" 4'-10r/a" 2T S' ljri" 24" 5•-5" 27` 30" a 2 4" 33« 6'_g e 36„ r-9 4 I 7r0De srlLTfr.AZI N ff, rm= 105 233 302 AN T-DI-SD COVER �"f/i' ,4 f PRECAST FACE OF e f' BLOCK R 3 BARS - T rj PRECAST TTHROAT 6'/ • OF BLOCTK OF SEE NOTE I CURB LINE Ir RADIUS, DETAIL A �j 6" ` �.«}1i _ 3' h`4 ... . - .. 14 BARS�r.�Li l� 1j 71/1 FACE OF BLOCK `-r/t NOTE: DOWEL HOLES PROVIDED TO PREVENT SETTLEMENT OF ADJECENT CONCRRETE. ALTERNATE DETAIL FOR FACE BLOCK (NOSE TYPE B) PLANBACK OF \ 2" NOMINAL •-i 2" CURS LINE 45- 4" f•NOMM(AL 4" - -------------- --«LULL»---.-, 1. 1' X FOR L_ ti-. e.............•-___....._....-J DOWELING .-......... _. TO CURB IF OF BLOCK / BACK VIEW END VIEW -� NOTES ALTERNATE NOSE L 2" 4 4" NOTCH MAY BE FORMED WITH STRAIGHT SIDES, TAPERED DETAIL A SIDES OR TAPERED SIDES WITH RADIUS, 2. ALL DETAILS NOT SHOWN TO BE INACCORDANCE (FOR USE WITH MOUNTABLE CURB) WITH 'SHEET , OF 2. REFS STANDARD PRECAST TOP UNITS 05 233 VIRGINIA DEPARTMENT OF TRANSPORTATON 302 ALTERNATE DETAIL B Q w �� 014) !q -J Y O (� 3 Z J Q 0 cot'- WOW 0O 00 V)Z0 (WNLLn rOQ L, La 0 Xn bi O_ , LG v U 'V WW0 0Nd ci M CL 0 U 0 _"_' W -C i+ Q C) n O a I N (n U0 Q o N CD -J Q CO ( D °6 M Q) ++ Q) J T N CNO c 0 0 O LC) C) I` tZ d v t•- u. •L O L � c � O (1) n. LIJ N J 0 SHEET 2 OF 2 1 I I {- 2. d - NSM DIAMETER OF PIPE. TALC RS 1 I I I W 3. x WIDTH OF CLASS) BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. D I I O I i I- X - 12" WHERE d IS LESS THAN 36". T71 X - 18" WHERE d IS 36" AND GREATER. 4. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL MAY BE ELIMINATED FOR - 4 -t-t NORMAL EARTH FOUNDATIONS UNDER ROUtINE ENTRANCE PPE (EXCEPT PLASTIC PPE) -' '----'4-"4-4 ND 30' AND LESS N DIAMETER WITH HEIGHT OF COVER 15' OR LESS. I 5. REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS 1 BACKFILL MATERIAL FOR C-10' DIAMETER ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE (EXCEPT PLASTIC PIPE) 30" AND LESS N DIAMETER WITH HEIGHT OF COVER 15.OR LESS. S. BEDDING MATERIAL AND CLASS I BACKFILL MATERIAL MAY BE ELIMINATED FOR SHOULDER DI-1, 1A14 PC 0 SLOT INLET 0-13) OUTLET PIPES INSTALLATIONS. ' ELLIPTICAL PIPE :) r o L S, •OUTSIDE SPAN iNMEHL40N OF PIPE. 2. S2 INSIDE SPAN DIMENSION OF PPE. y•Hi �'t• .(• .F, 1 R OUTSIDE RISE DIMENSION OF PPE, ;.t 4. X WIDTH OF CLASS IBACKFLL MATERIAL BEYOND THE EXTREMITY OF THE PPE. t Ck_� X • 12" WHERE S2 IS LESS THAN 36". X - IN" WHERE 5Z IS 36" AND GREATER 5. WHERE DIRECTED BY THE ENGINEER. BEDDING MATERIAL BUY BE ELIMINATED FOR • y o w NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PIPE WHERE S2 IS 38" OR •'�' :�� LESS AND HEIGHT OF COVER 15' OR LESS. ,L o ccrl ~Q 6, REGULAR BACKFILL MATERIAL MAY BE USED N LIEU OF CLASS I BACKFILL MATERIAL FOR cV GV \ ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PIPE WHERE S2 IS W" OR LESS AND ', ;A., . . j. ` o HEIGHT OF COVER IVOR LESS. rT► •; ,., •x r+.�+.++.i PIPE ARCH _ a" DOWELS 9. s SPAN DIMENSION OF PIPE. �L�BARS •I- - GitIX1T 2. R • RISE DIME SIGN OF PIPE. (WITHOUT I 3. B SEE PC-1 TABLE FOR APPLICABLE PPE MATERIAL /83 LBS.) •' �• 4. x WIDTH OF CLASS ►BACKFILL MATERIAL BEYOND THE EXTREMITY OF THE PPE. It - 12" WHERE S2 IS LESS THAN 36". NOTES: X • 18" WHERE Sy IS 36" AND ,GREATER I. SEE GENERAL NOTES PRECAST FOR ADDITIONAL DETAILS. 5. WHERE t>RECTED BY THE ENGINEER. BEODING MATERIAL MAY BE ELIINATED FOR NOTES: NORMAL EARTH FOUNDATIONS UNDER ROUTINE ENTRANCE PPE WHERE S2 IS 35" OR 2. CONCRETE TO BE 4000 PSININR4AM. LESS AM HEICHT OF COVER 15'OR LESS. cn L0 3. REINFORCING STEER. IN ACCORDANCE WITH ASTM C-478, ASTM A-497 L TONGUE AND GROOVE JOINT TO BE OF FABIRICATORS DESIGN MEETING THE 1- 6- REGULAR BACKFILL MATERIAL MAY BE USED IN LIEU OF CLASS I BACKFILL MATERIAL FOR (WIRE FAD ASTM A•615 (REINFORCING BATS). APPROVAL OF THE ENGINEER. JOINTS ARE TO BE SEALED WITH MORTAR, OR Z Z FABRIC) A Z ALL FOUNDATION TYPES FOR ROUTINE ENTRANCE PPE WHERE S IS 35" at LESS AND 0-RING GASKETS OR BUTYL RUBBER. M Mi HEIGHT OF COVER 15' OR LESS. 4- CONCRETE COVER 00 GRATE ARE TO BE FURNISHED AS A SINGLE UNIT. :::- M z 3• SEE STANDARD DILL A FOR DETAILS OF ERNE AND GRATE. 2.ALTERNATE JOINT DETAILS APPLY TO ALL PRECAST LIMITS. CD OU CD 0 6• DIMENSIONS SHOWN ARE MINIMUM. ACTUAL DIMENSIONS MAY VARY WITH .ALTERNATE JOINT DETAILS v MANUFACTURER. Pj w w a- INSTALLATION OF PIPE CULVERTS AND STORM SEWERS �E(><fDAOE ��►rCr `"� STANDARD PRECAST TOP UNITS REFERENCE 5 Q Q U NEW.1/04 GENERAL NOTES 302 i°ss W o 0 0 /07.00 VIRGINIA DEPARTMENT OF TRANSPORTATION 303 D303 VIRGINIA DEPARTMENT OF TRANSPORTATION 302 j o 0 ©©DE I- U W 7 O of CL Z 0 W l� LLI Z Z Y O (n Q LI W 0� z C-) 0 O 0 � U O W M Q z E 0 LL 0 t- W W Cf) 00 z 0 f- (n � U U Q O � I A1- O Z N E W--