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01-08 Winchester Indus. Develop. - Manufacturing - Stonewall - Backfile (2)
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 Virginia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractors responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call Miss Utility" 1-800-552-7001. All dimensions, elevations and locations shall Iresponsible for all construction stakeout dr 3. The contractor sham be be verified in the field by ech 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 Enor the Owner. gineer and/or 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. Frederick County Sanitation Authority CONSTRUCTION NOTES I. The Authority's Water and Sewer Standards and Specifications are available at www.fesa-water.com 2. The water and sanitary sewer portion of these plans are valid for two years from date of FCSA approval. 3. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When an existing water (or forced sewer) main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: I. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 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 fumish and install all water meters through 2" in size. It is the contractor's 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 to 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 I" water services. d. For all 1 1 /2" and 2" water services, the Authority shall make the tap and bring the piping to the property line. The contractor shall fumish and install the meter vault assembly. The Authority will install the meter. e. The Authority will install all sewer laterals. I' I (detector double check valve or RPZ as required). The 10. Any water service uric must have a backflow prevention assembly (dete t b eck assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow Prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plan(s) for design and material approval of 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's bockflow prevention device. Sept 07 VDOT General Notes t fTransportation Road and Bri e S Specifications Vl. All work on this project shall conform to the current editions of and latest revisions to the Virginia Department o (VDOT) rig pec In of a discrepancy or conflict and Standards, the Virginia Erosion and Sediment Control Regulations, and any other applicable state, federal or local regulations.rase pan y between the Standards or Specifications and Regulations, the most stringent shall govern V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT rgbt-of-way, all traffic control, whether 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 (30 inches cover and when possible shall 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 obtained 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. V14. All roadway fill, base, subgrade material, and backfrll 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. Iil -gi ff i4 - 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 otherwise. In addition to checking stone depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined usingthe density controls as specified in Section 315 and VTM-76. A certified compaction technician shall perform these tests. Certified copies ty �P � � 1� P 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 (30 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. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard PB-1. Contrary to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer and approved by VDOT. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDO'Cs installation criteria. Final approval of the guardrail layout to be given by VDOT after grading is mostly complete. . � r ' r Awnwvrl N. . 4 i i• i 1� T. fr xf a v x rt` 4j! d 'G"� e Y n, n . v + sF fir' :c a'„•�, � �' ` . � .,, =� � ''i` ' ' �-�'+,�^� c . F�.+'�•" �`'"r ate, rj � j ,� "i �*� �4� � � �'�K'��� _ i a,ya s. "�,.�,�. •. Vicinity Map Scale 1 "= 2000' JUNE 23") 2008 Owner/Developer: Johnson Development Associates, Inc. 340 East Main Street. Suite 500 Spartanburg, South Carolina 29304 (864) 585-2000 FIRE & RESCUE 1. Buming of land clearing debris requires a permit from the Fire Marshal. Burning of construction debris on site is prohibited. 2. Access for emergency vehicles must be maintained at all times during construction. Temporary street signs and 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. Patton H arris Rust & Associates Engineers. Surveyors. Planners. Landscape Architects. 117 East Piccadilly Street, Suite 200 + Winchester, VA 22601 T 540.667.2139 F 540.665.0493 LOCAL UTILITIES Frederick County Sanitation Authority P. 0. Box 1877 Winchester Virginia 22604 (540) 868-1061 P.O.C. John Whitacre Allegheny Power 9 Y 3463 Valley Pike Winchester, Virginia 22604 (540) 722-5852 P.O.C. Cindy Laing Verizon 404 Hallandale Lane Winchester, Virginia 22602 (540) 665-3156 P.O.C. Tim Kelly Comcast Communications 195 Rainville Road Winchester, Virginia 22602 (540) 504-0942 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia 22604 (540) 869-1111 P.O.C. Tim Hockman RESPONSIBLE LAND DISTURBER: NAME: CERTIFICATION #: DATE: THE RESPONSIBLE LAN D DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. SHEET INDEX_ t cove sir z SITE PLAN 3. SITE DISTANCE PLAN AND PROFILES 4. GRADING & EROSION CONfRUI. PLAN 5. PROFILES &MISCELLANEOUS DETAILS 6. YISCf11ArIE0US DE(Nl5 7. 1 MISCEWiNEOUS 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. d erosion and sediment control measures inspections department to schedule the required son 2. Contractor to contact the public works p eq p administrator. If the erosion and sediment control measurers have been installed in accordance with the as indicated by the program 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, curh 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 ,;:: uilt which states that the subdivision has been constructed in accordance with the approved plan. c) 's4dividual subdivision lot grading plans shall be submitted by the builder at the time of the building permit application for eacim lot proposed for construction. 4. Temporary and permanent erosion control structures and methods to be in accordance with the Virginia Erosio ,;ontrof Guidelines and local ordinances and to be utilized during the construction period. 5. A" -rosion control structures shown or as required during construction shall be continuously maintained throughout the period in which r e t v 9 w h areas car denuded. Areas shown o 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. Ccntractor to clean up and restore disturbed areas immediately upon completion of pipe -laying in the affected area. n 7. All unpaved areas of the site which are disturbed b this construction shall be provided with 6 i pa y p 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. TH OF V 9 RONALD A. NbcU SKY, JR. No.20674 O ONAL OWNER'S CERTIFICATE I hereby certify that the property contained in this Subdivison is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date ROAD CONSTRUCTED IS FOR ACCEPTANCE BY VDOT INTO THE STATE SECONDARY ROAD SYSTEM. Approved by Frederick County Zoning Administrator Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 15761-1-0 Sheet Number 1 of 7 U �E OF PA VEMEN T NO PARKING '---- C&�G slcN PARK CENTER DRIVE (VDOT 1323) PAVEMENT STRIPING VARIABLE WIDTH-R - SPEED LIM _5 MPH —_ GRA VEL NO PARKING SIGN T.M.# 54—A-36S N/F SKYWATER—WINCHESTER, LLC INST. #060003174 USE: VACANT NOTES: ZONED: M1 1. THE CONTRACTOR SHALL MILL AND OVERLAY THE ROADWAY SURFACE OF PARK CTR DE THE ENTIRE WIDTH AND 100 FEET ON BOTH ENDS OF THE ENTRANCE. HOWEVER, THE VDOT INSPECTOR CAN AGREE TO REDUCE THE AREA TO BE MILLED AND RESURFACED BASED ON THE PAVEMENT CONDITIONS AT THE TIME OF CONSTRUCTION. 2. DESIGN SPEED LIMIT IS 30 MPH. 3. THE SITE IS OUTSIDE 100-YEAR FLOOD PLAIN BASED ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510063 0105 B, DATED JULY 17, 1978. / Ab" / 0 e1 TRUCK TURN SCALE: 1"=20' � ti l 12' /N166460 T•M•# 54_A_ R 1� O O r s 4.50 1 1 C7 (� t MILLER N/F �� ° Q C) N MILLING DB g 78 , COMq N Y� LTD. I PG 25USE• MANUFACTURINGZONED• 1 l i DRY FOND ✓ 6� 88 .4� Mlle to Route 11 / ( INS - lr l / `"'. PAVEMENT j ' �2" �,CP 6j0 89 y EX. PAVEMENT Sti UGG / TO BE REMOVED. �''� % TO BE REMOVED. �-s�t�i411://,/ � Caw - - - ` - - 7 / EX. VDOT R.�3- W ENDS EX. VDOT R.O.W STOP SIGN 6 AR O S �1' F � + -1 \ �� i` S DETAIL A yy {START OF AI, MELT 'A'= I --SPEED LIMIT SIGN �, / ENV==669.78 CENTERLINE OF X. ROAD) V=669.01 1 s� (REFER TO SHEET 5 FOR PROFILE) .� 35 MPH a }� (� PROPOSED 50 FT WP-2 REQUIRED x .. ,�•�� 1 ; IIJ. - 9 2 SEE NOTE 1 & 17Y .&ATIE IN / ' • h0 c� ; \\ - sr VDOT R.O.W. DETAIL SHEET 2 / 4 .00 S'D CD — -- , . tip • � `,,:, � / � �,,, �o STOP SIGN &BAR I - (10) STONE � o UNDERDR`AIN PER U - / O N TOP OF PAVEMENT 675.88 -� — —__' — - _ — `� --`� - w - - COLUMNS —MATCH & MILL INVERT OF UNDERDRAIN 673. / 1 f o Ex. E E OF B-2 ENT I B-1 (TYP) EX. PAVEMENT PAVEMENT STRIPING OU PIPE INV 672.90 1 �! �� o ° cv CL PROPOSED � I L �t - END STATE MAINTAINED /P/ VE E T/ `V o+ ROAD _ EX. EDGE OF PAVEMENT BOX CUL VERTS EX. EDG OF PAVEMENT CG 11 PROPOSED' ✓,,--Ex. VDOT R.O.w EDGE OF GRAVEL MEET Ex. SHouLDE SIG j,� - o UD-4 / I b '0 REMOVE EX. I - NO PARKING _. / / GUARDRAIL - �■� / / PROPOSED 50 fl-i'- SIGN VDR.O.W. OT ` CONCRETE DITCH o. INV=669.60 1NV=66 STOP SIGN &BAR / 7 / T. M.# 5 4 A- 3 6 A / 1 INV=669.5 /F D E41 L/ B / qr— N NEW PAVEMENT SECTION GROUP L L C. f= I — -- ----- -- FORT COLLIER > j o o EDGE OF GRAVEL I USE: VACANT 1 !� I SHOULDER f\ 18" RCP PIPE ZONED: M1 0 / RIP RAP ' (C LASS 1) _ 51 CYS Q)' v I I 1 f A AI f / SAN. MH 049) l TOP =674. 60 12 " /Nz=7 667, 80 72" OUT= 667 65 i / I II I 6" DOUBLE -YELLOW) I i CENTER LANE i MARKING A UNE 4 { MATCH LINE(1 +63.50) 0, FOR ROAD EXTEN�ION SEE DA AND FLOYD PLAN C)A D JUNE 2001 0' N � PLAN VIEW SCALE: 1"=30' J \ Lys � J - D(lSfING GUI! WIRES 32 4� S \ / EX. VDOT R-O.W. ENDS 1 M INV= 69. 8 IN = 69. 1 i INV= 69.22 ll ,r) LUO w _ `- / TOP OF CtRVERT/ EX. EDGE OF Slikk R 4 -.O' T PER j '' EX. EDGE w l 11 ll j � lQ5 J� / STOP SIGN & AR `� TS _2 J ry EX. EDGE OF PAVEMENT /-44j- REMOVE EX, DETAIL A EXISTING N.E. GUARDRAIL SCALE: 1 "=10' TRIP GENERATION ITE, 7T'•' EDmoN EsTIMATEs THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 3048 T.P.D. LAND USE CODE- -HO (Light kKkieb-W INV IN 674.8 INV OUT 674.1 T. M . # 54— A— 36 T N/F WINCHESTER INDUSTRIAL PROPERTIES INST. #0700GO137 USE: VAC/".N T ZONED: M 1 GRAPHIC SCALE 30' 15' 0' 30' 60' 1 INCH = 30 ft. HORIZ. 1 INCH = 3 ft. VERTICAL w � Q \�G \� 1 A V) J O J -1 l� Z 0 < Uj z ° �o o �oN V < o Wa � a 6 o LL_ o o �� o d N0W�p0 - P W Q 0 N z (1) >, 0 a., +� F CD w O cn o z U) a N O o rn � Q > U N O U w n N u coo C p N O _a W d d a h U) Ln cn 1- ti N O, L � Ri o = U' + z vi Oc .1 a 4, LEGEND M W a NEW PAVEMENT SECTION 2" SM 12.5A 2" IM 9.5 6" BM 25.0 10" 21 B AGGREGATE EX. PAVEMENT SECTION 2" SURFACE 8" BM 25.0 8" 21 B AGGREGATE WP-2 EX. PAVEMENT TO w y� BE REMOVED B-1 SOIL TEST BORING NOTE: SEE DAVIS AND FLOYD PLANS FOR UTILITIES AND STORM STRUCTURES / AD CL / STOP SIGN & AR / / / � / / � / N EX. EDGE OF PAVEMENT /Cu Fx. o c' / / / / REMOVE Ex. -�' N GUARDRAIL U INV.= 69. 7 INV.= 55 V. 669.60 r o 6 ti 0 36 j69 HEADWALL STRUCTURE SEE DETAIL BCT-DT 30.00 CONNECT NEW BOX CULVERTS (BCT-02) WITH EX. BOX CULVERTS. MATCH EXISTING WALLS AND INVERTS AT EACH END. WINGWALL STRUCTURE \ SEE DETAIL BCW-21. 0 DETAIL B EXISTING S.W. GUARDRAIL SCALE: 1 "=10' AI W J H 00 0 N � O Imo• = N M Ld Z N w Q 0 bi 2 U o V) V) = o z Q � U P z Ld Y z Cz.� W U) 0 o U L•- i 60 50 J l ! ! ( Q / w / / / / / . :� ✓ `-67 _ _ _. _ r _ , i cc vp / JV� ! � 1 ! V , r C-D W `V -- +~-/ �• I �b0 lr f' i r (START OFF' ALIGNMENT ' A'= `� ? ! \W, \ CENTERLINL OF E�. ROAD) (r : / \ 0 \.SHEET FOR PROFILE)✓ \ V" "\ T �5/ 7 \ i &G 5 1/01 / ✓ 1. t `m- J 1 O ..c T DIS ------ _ W, o) / / _ .. 200 S1GH _ — — NS E RIV � __. _. CENTER D _. _.. - PARK C � STO \ Y (VDOT 1323'` j_-_' iT�Dis N B-2 B (T P) s T STRIPING PAVEMENT STRIPING VARIABLE WI D�T++-�f W _ , o - 00 Sl T TAN zoo — SPEED 11MIE.Z5 Me CE' GE OF PA VEMEN T ! GRA VEL ---675 -- _ - — — EDGE--_---__ - - OF GRAVE__-- L-___- 680 u M 675 DATUM ELEV 670.00 AT t ` GRAPHIC ,SCALD' 30' 15' 0' 30' 60' 1 INCH 30 ft. HORIZ. 1 INCH = 3 ft. ViERTI & NEW PAVEMENT SECTION* NOT TO SCALE * BASED ON VDOT APPROVED PAVEMENT SECTION PAVEMENT DESIGN SHOULD BE VERIFIED BASED ON SUBGRADE CBR DURING CONSTRUCTION. .OA -B STONE AGGREGATE TOP 12" SUBGRADE 100% COMPACTED V �o ! ♦ � it ,6� � �VDo + 18 RC P PIPE INV IN 674.8 R1F'_RAP ( ,y \ iNV OUT 674.1 ' v (C LASS 1) -- r LA o ( \I 51 C yS C \ t x J t \ MATCH LINE — 1 +63.50 n n" Cl ioc n r, E' PLAN VIEW OA SCALE: 1 "=30' -B STONE AGGREGATE —SAW CUT EDGE EXISTING PAVEMENT SECTION NOT TO SCALE UD-4 JOINING NEW PAVEMENT NOT TO SCALE i i I ` 1 I IM Cl ' EXISTING PAVEMENT SURFACE CD _ I I ' U O OO Y 00 co LO cfl •- 00 Ln co O Ln cD d Ln cfl M Lf} cD M 6Ln co co 0 6L5 co 0) cfl LO LUfl- cfl O (6r-I cfl d cfl 00 � cfl O p6 (0 -2+00 -1+50 -1+00 -0+50 0+00 SIGHT DISTANCE PROFILE —LEFT PARK CENTER DRIVE 1+00 1 +50 T 685 685 F U ro � 680 680 C7 i[ r 675 675 2+00 DATUM ELEV 670.00 r 1r, r Lc 7' GRA 1/2" PER FT. 1/4" PER FT. CL ROAD VARIES 7' GRAVEL SHOULM LANE 1/4" PER FT, 1/2" PER FT. SECTION A -A From Station 0+00 to 1+63.50 NOT TO SCALE I f I i ffi m I I EXISTING � PAVEMENT SURFACE I — O O—(— t--- — - - --- - -- -- -- - - - -- ----- DI d T W GU.> d r` Ln r` c0 I` Ln r- cU 00 Ln r- c0 O 6 r- O N (6 r O It (6 r- O (6 r- (Q (D r+ co 1 r*-r- co � cfl LO 00 r. O O 0) r- co N O I- co U-) 0) r w 00 0)0 r, c0 O 00 w -2+00 -1+50 -1 +00 -0+50 SIGHT DISTANCE PROFILE —RIGHT PARK CENTER DRIVE 1+00 1 +50 685 U W m O LL O 675 2+00 w � -� (10Jq0 QCndo Zz0OOtn�4�(� liW��tL0-_, W J F F 00 w w (l N w 1..1. V_ O W �" J > W W J cr_ D Q U Li = (n 0 U) fn F � -7) � tD 7 z y zm ,.i 9 a CD 0 v- 0 a. T I z Ln IN 00 0 0 (V N 0) 3 C1 0 0 i c a L C u., 0 0 v a 1-4 a� �o a 675.42 1 - UR ��j I , • • : \ Y _ r V S / �' �- -67439 / D q / S T 675.18 p �^ "J .r / T 674.84 � / / C T / f / i� /ft 674.70. i h 675.30 74.96 _ _ ; i�4e! � 7. ic�c ,o� i i Or, � 675.04 DRI VE T �'-- 5)R PA�VtMENT STRIPWGM O oWb / ' t _ ^ • / y - ` b rUGG , svo ej/.. ` t 1 \ `! 'L ` �ff -� ! 1 ,J � �r' i 1r..•...--^'"'.ram \.. { S 74. RIP RAP f y t / '7 C 6 1 A ' A , 6 VDOT CL. Y n )Y _ 325 CYS 5 + _ I r. F, .r ..�_ .� . ...,. :_.... ) ) + ..;:. `E=u✓SV...risv.N",,v' V Fi�f 75 4 a .,__ r. _ r 1 t a START OFF ALIGNMENT :A ° + = 669.78 f \ ' CENTERLIN OF EX. ROAD r' f ;fir i i J V=669.07 , F - , \ �b (RE ER TO \SHEET 5 FOR PROFILE) IM" 69.22 I _ - ti, t t a V 67 •9 r � - _ yy,,yy���� � Ley ., �+ [� c+t( {f t^ ,( ',.. •i\ C 3^' ' � �r dJ � 6 i 2.28 _ t ,. 67 .86 6 676 7610- _ HW, - /� 0 STONE - _ 6 .50 61J t. 8 - -�- _- ..--- 675.85 _-_ , ` I COLUMNS .■�■ ........� .r... ■s .. ,. ,rid / r B 1 / TYP `f r 1 PAVEMENT STRI iG °� °� �6• A 6 0 1 �� 1 27% °� \COI .,% LO D > o .3 4 X9 6 /6 1.37% 677.22\ 1.4% _-B-OX_CULVERTS _676.3 VEL 6 ` _ � r G � - - 6 _.___------ � � - - - , 678 28 �. �-- as6763OF GRAY L .EbGC IDIOM � r ii 673.4 PVD X-._..__.._... __ ,w�_.�_",._-.�n,,. xj 1,-�'= / J'� �. 67 2.31 X, .. _ Xr .w:' }�� X_"7-0:93 - - - ... _ _. _.- ."_ _.. / :/ 2.6 - ( 1 I 677.65 _ _ - - j Pv0 $ 2 \ 6 0 671 32X _ r _ x 670.97c / D _ ' r - r - per. ° 1 P�� 673.45 ( -� I ,� 677.32Ci CONCRETE DITCH :; l Ci P \ / + / It / INV "Q6i,72 _ l 669..E , � /,. �' 677.8 �t l 76 7 __NV= 55 �'�� 677. 49 678. LEGEND, R4Aff/CSCALE i o%, g�, r N0. TifLE KEY SYMBOL 20 10 0 20 40 C O 678.32 6.67 678. IN FEET 3.1$ OUTLET PROTECTION 0P 1 inch - 20 ft. R I A P . { i C LASS I lei 3 _ 678.50 678. i ' \ a 3., 9 RIPRAP �\ J _ + 678,92 EXISTING BOX CULVERT NOTES: �} 4 » CULVERT INLET based on Structure Inspection Report prepared by HSM�on ;_:, °�, LOD �; 1 �� 6 W LE -� LOWI \ 3•�$ L CiP 2008 Culvert Inspection Report dated January 16, 2008 t 'e - °�� ', `' `� PROTECTION P P rY � � ,. "��� �� '� < �� l \ following items shall be corrected, as applicable prior -, _ to extension of new culverts: `f \ I DRAINAGE DIVIDES 1. Repaoir minor scour and undermining at inlets of b rrels r I F' � I 167s., 2 and 3 (see sheet 2)01 3.05 SILT FENCE SF SF 2. Seal cracks in asphalt overlay. I _ MATC LINEv� \h 3. Clean creek channel for positive drainage. ':��" `� + X1-11�- ' LO I ; �"f'-i- 0 TEMPORARY STONE 3.02 CONSTRUCTION ENTRANCE I FOR DESIGN OUTSIDE OD SEE DAVIS & FLOYD P ANS DATED JUNE 2008 TOP = 674 <2049> , 12 " iN- 6 60 EROSION & SEDIMENT CONTROL MINIMUM STANDARDS 12�, 67 80 0U % 66 7 65 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final 7. Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to are found to be eroding excessively within one year of permanent stabilization shall be provided with denuded areas that may not be at final grade but will remain dormant for longer than 30 days Permanent additional slope stabilizing measures untli the problem is corrected stabilization shall be applied to areas that are to be left dormant for more than one year. T/C f 7 .=675.30 _ T .W =675.03 q \... v U 676.60 i sf _ 31,1 b) � . l •rs�0 ` � � T.W.W.=67 .53 T.W.=675.49 od0 T.W.W: 675.22 NoAI T.W.W.=670.72 �r / 8. Concentrated runoffshall not flow down curt or fill slopes unless conbined within an adequate temporary 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with or permanent channel, flume or slope drain structure, sediment trapping measures The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the 9. Whenever water seeps from a slope face, adequate drainage or other protection shall be provided. project site. l a All storm sewer inlets that are made operable during construction shall be protected so that 3. A permanent vegetadve cover shall be established on denuded areas not otherwise permanently stabilized sediment laden water cannot enter the conveyance system without first being filtered or otherwise treated to Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, remove sediment mature enough to survive and will inhibit erosion. II,Before newly constructed stormwater conveyance channels or pipes are made operations, adequate outlet 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap protection and any required temporary or permanent channel lining shall be installed in both the conveyance sediment shall be constructed as a first step in any land -disturbing activity and shall be made functional channel and receiving channel. before upstream land disturbance takes place. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions control sediment transport and stabilize the work area to the greatest extent possible during construction. immediately after installation. Nonerodible material shall be used for the construction of causeways and cofferdams, Earthen fill may be used for these structures if armored by nonerodible cover materials. 6. Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided. a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. 14. A# applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. b. Surface runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin 15. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the completed, .structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefl9aents used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while ' the sediment basin Is utilized. WALL DETAIL AT V-10 CI \ +1 18" RCP PIPE INV IN 6/4.8 INV OUT 674.1 0 Z E&S Sequence ofConstrucdon a FustPhase: 1. Construction entrance, 2. Install silt fence, where applicable. 3. Install box culvert extension. q, 4, Install culvertmletprotecdon and outletpmtec on b. SecandPhase: 1. Ship topsoil to stockpile areaYappliceble. 2. Provide vegetative cover ifover 7days; 3. Install culvert uuderaccessroad'A". 4. Install culvertmletpmtecdan and oudetprotecdon. S. Rough grade. 6. Install utilities futility design provided by Davis & F7oyd). 7. Install ra dwaystone base 8. F=shgrarleandpavmg. 9. Seeding ofd kwhed areas not paved 10. Seed stockpiles ofsurplussoils IL Silt Fence, where applicable. 12. Removal oftemporaryse&=Rtconholmeasures _-b 16. Underground utility lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatenng operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off -site property. d. Material used for backfi ing trenches shall be properly compacted in order to minimize erosion and promote stabilization. e. Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. I Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface. Where sediment Is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling orsweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activiires. 18.0 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedlmentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate of stormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: y ♦ n { ♦ ♦ V n . , • • rrr � •• F- W 3 ICE a. Z O �g WCL Z 0 Q X 0 ~ Z Z - O 00 0 Z � LJ M > L O w 0 O U W C 0 �o W C ® Z O rn 0 W 00 O O w Q � w N � 2 N � LL- C V- O W Z W Q� It W En N (n Z 0 W 0 Z 0 s �rl v 0_ 0 f O O O 0 a T i 7_ U� a n Q YI 0 a) O O �I 2 D' i3 Q O C U O >n U / c 0 2 cis C w O i c C> 0 I Q0 r Ln U L 2 STA: 0+32.87 ELEV; EDGE/ CONNECT EX. BOX CULVERTS 7.0' WITH BCT-02. MATCH EXISTING --� WALLS AND INVERTS EACH END. HEADWALL STRUCTURE -� SEE DETAIL BCT-DT 675 10-YR HW ELEV 674.22 CRITICAL ELEV. 674.22 EX. HEADWALL --- PROPOSED GRADE 670 676.34 PARK C NTER X. PVMT. DIVE j � I >HLOR. �j -- STA.--0+ ( �� � frDGE/E� ! I i E; I1 EXIS ( 9' ' BOX T RT j b\ I v 00 CULVERT2� ^62.6 FT.08% ®o , �- �? N EX. INV. I 06 `o toELEV: 66 .55 LO cD t� �C� � Zzz z (o tp NM Oi ww W � tr � (D CD W �i Q Z m Ca m 57.99 ELEV: 676.47 PVMT. ,'IST. GRADE EX. HEADWALL EX. INV. OUT= 669.78 �tl 669.01 2 669.22 (#3) GRAPHIC SCALE 30, 15' 0' 30, 60' 1 INCH = 30 ft. HOR1Z. 1 INCH = 3 ft. VERTICAL DATUM ELEV 670.00 (fl o+Oo BOX CULVERT PROFILE THROUGH BARREL #2 GE07EKTt E DRAINAGE FABRIC IJNDERDRAIT SHALL 13E CENTERED UNDER CURB AND GUTTER (OVERLAP T-0" AT TOP) PAVED SHOULDER GEOTIXTiLE DRAINAGE FABRIC �'-D'• (OVERLAP 1'-D" AT TOP) UNSIPAVEMENT MATERIAL ."� a PAVEMENT _•' `\o UNSTABL2ED suecRADE • OUTLET Pipe ; O(ITLET PIPE SEE NOTE 1 457 AGGREGATE, #8 AGGREGATE OR CRUSHED S E 1 2-O" N-0" CLASS h(EET1N0 98 GRADATION REQUIREMENT. 4" PIPE VARIABLE #57 AGGREGATE, R8 AGGREGATE OR CRUSTED (EDGE OF GLASS MEETING it 8 GRADATION REQUN2EMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION LW 4 .. .� UP TO ELBOW, LJP TO ELBOW WE IS PERFORATED 5• ELBOW C PIPE IS PERFORATED ONNECTION AGGREGATE PRUARY DIRECTION ,LESS TRE7JCti WITH OF WATER FLOW DRANAI-E FABRIC NON PERFORATED O ,LET PEE (TYPICAL.) AY LJMJTS 45" ELBOW FOR OUTLET CONNECTION 13t EPE G NTWITH 45" ELBOW 45• WYE CONNECTION T-O" EW-12 (TYPICAL) WTLET PIPE NO SCALE SHEET 1 OF 2 SPECC A I STANDARD PAVEMENT EDGEDRAIN REFt.f�NCE REY Sf07 240 VIRCKA DEPARTMENT OF TRANSPORTAT13256 NI 501 701 �5 '-f CZL_ SI- EET Al C C NoT S; I. THS TEv KA. 3_ P:tzCA51 :hk CAS- IN FLACE, 2. CJN,:R_" L I J HF CLASS A3 T CAST F P-ACE, 4CCO PSI I= FREC/S-. 3. "CM$CJATION CURE & C:JT -cR HAV NG A RADIUS ::J SCO FEET CR LE55 :A:C;d-, FACE O CURE;)SHAIL 3- PAD =OR ?S RADIAL COMBINA7I0+1 Gin & ;UTTER. 4• FCR USE W1111 !i1 AWLLLLC 0PL14-3?:ADED VRPIJA.>E LAYER. THE BOTTOM " F -HE "JR3 tt•I) GJ-TEP SHE,,, 3- CONSTRJCT`C' PARALLEL 0 THE SLOPE CIF SL33ASE C3URSES ANJ TOT:1= OUTII OF THE PAVET:EN-. S. w LO'WABLE CRt-EERY. FOR -FE USE •^F CG-6 'S 3ASED ON 3UAWOAY CLA55FICATIZ-N AND C£S:GK SPLLU AS SNGYIN V A--'PENM A. 2' R I' OF n IE V;107 ROAD DESIGN a^ J J?J 6.i r{ t D -- n D h D' 1' 1" < r a n ;HL JU10,' Of- THE CURD ANC GU -ER WAY BE CGNS-P.UCTED PPRA;L E-L TO THE SLOPE U= I ttt SUBEiS` COL,RS=S PROVIGJ) A MNrdlHd J=P"i- Or T' _ IS It:�INTAtVED_ -HIS PP,EA WY BE CCf\OFETE AT THE OPT'CN OF THE CONTRACTOR SPEC =:CATION REF_RERC C1P��BIN;=-IGN o I CURB & GU---1 105 502 ?� . yi C6 VIRGINA DEPAR-MEKIT OF RAAS.'C?TA MOP. 201.03 i 1 LqW POINT ELEV = 677.28 LOW POINT STA PVI STA = 0+6 .02 = 0+2 ! PVI STA = 0+27.0 .86 PVI ELEV = 678.30 PVI ELEV = 677.08 A.D. _ -2.49 6 A.D. = 5.7540 K = 16.0601 K = 5.2137 40s94 - ---- -- --- 30.00, VC N 0)O ,) N 00 N N i\ 1 O+ O O U tri v v '�' W FINISHED GRADE AT mm 1.0001 I W _____`-EXISTING GRADE AT C = U Q STA: 0+00 ELEV: 677.69 z i W N P6 � d o U + U Q �yI.-�y.l V)-:D * J U hc°io to 110(D .'v- � � � 06 (0 (O (0 CID(0 (D O to 0+00 1 +oo PROFILE- PROPOSED ACCESS ROAD "A" GEOTD(TNL DRA04AGE FABRIC PAVED SHW-DER (OVERLAP 1'-0" AT 2 A TOP?•- STIJJZEO OPEN T� GGREGATE GRADED DRAINAGE PAVEMENT• -- LAYER SUBBASE LAYER � PIPE SUBGRADEV:I Ol?I ET Pi'E LONGITUDINAL PERFORATED PIPE t�"4 CRUSHING TYPE OF PIPE STRENGTH T NotA DL4.T SMOOTH WALL PVC .103 CORRUGATED PE AASFITO W-252 SEE NOTE 1 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED x o" r-D- GLASS HEETINIG ,ts (xRADATroN REQu" E"T' NON -PERFORATED OUTLET PIPE FOR U5E UNDER COMMERCIAL ENTRANCES AND FOR OUTLETS [EDGE OF PAVED SHOtA.[)FR)' PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN --GRADED DRAINAGE LAYER) TYPE OF PIPE CRUSH64G STRENGTH %J14" MOM DIAMET Sf IODTH WALL PVC �33 SMOOTH WALL PE 70 PSI xxx UNDERDRNN SHALL BE CENTERED UNDER CURB AND GUTTER_ 3f WALL THICKNESS (MIN) - INCHES XXX TESTED ACCORDING TO ASTM D-2412 AT 5X DEFLEC-110K GEOTEXTLE DRANAGE FAB= (OVERLAP 1'-0" AT TOPS DOWN GRAB OPEN GRADED PAVEMENT r•:: -ES SHOULDER AGE MihlLAYER- - - SEE NOTE 9 -� RIGID SUBBASE LAYER j %71'_ - '' ^ •UTLET MALT LINE PAVEMENT NM-PERFORATEDF1PERATED Y CONEECTION PIPE SWC;RADE __- PEE SEE NOTE 1 -ES #57 AGGREGATE, V8 AGGREGATE OR CRUSHED w PIP`E GLASS ME ETIIG #8 GMATION REQUIREMENT. ST'D. UD-4 REQ•D. / ST DUD-4 REO'D. . Cute AND GUTTER SECTION 1 (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER)DU10°� PAVEMENT 3 NOTES: Es ErP R I 1, 4" MNNMJM, PROVIDED ATTAN•I#!G biMAIUM 4" OF AGGREGATE ON TO' OF PIPE. EDGEDRAINS IN GORE AREAS 2 WHEN THE LONGITUDINAL PEE CONNECTS DMCTLY INTO A DRA'NAGE STRUCTURE (DROP INLET, IAN01OLE. £CT-), NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. 3. INVERT ELEVATION AT OUTLET EN) OF OUTLET PIPE TO BE A WIMUM OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DITCH OR STRUCTURE. 4. ALL CONNECTIONS (ELBOWS. WYES• ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAE CRUSHING STRENGTH AS 7HE OUTLET Plf F_ 5. OUTLET PIPES ARE TO BE INSTALLED ON 22 MIN. (3 % DEMABLE) GRADE AND LOCATED EVERY 35O'ISAX6 M OR AS NOTED ON PLANS. S. OUTLET PIPE TO BE SECURELY CONNECTED TO EW-17 OR OTHER DRAINAGE STRUCTURE. 7. WITHIN THE LIMITS OF A COMMERCIAL ENTRANCE, NOWPERFORATED PIPE SHALL BE PERFORATED ENTRANCE DR UUNPA� SPACE p RDRM TRENCH WITH AGGREGATE PERFORATED UNOERDRAJN PIPE UTILIZED IN LIEU OF PERFORATED PIPE. 6. THE LENGTH OF PIPE BETWEEN THE WYE CONWC'nON AND THE EW-12 SHALL BE STD. CURB MA>EJL]NE ROADWAY LIMITED TO NO MORE THAN T-O" TO PERMIT CAMERA INSPECTION OF THE MANY LINE & GUTTER UNDERDRAIN BETWEEN THE LIMITS OF STD. CURB IN Enl-ER DIRECTION. COMMERCIAL ENTRANCE CUM RETURNS & GUTTER WILL BE NOWPERFORATED PIPE. 9. IN SITUATIONS WHEN FULL DEPTH OF STABILIZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND CyJ Vt. NO. 218 AGGREGATE SHALL BE USED UNDER ClR13 AND GUTTER. NO.21 8 AGGREGATE MAY ALSO BE USED FROM TOP OF STAE&IZED OPEN -GRADED MATERIAL LAYER AND CURB AND GUTTER. SHEET 2 OF 2 SPMFICATION 240 STANDARD PAVEMENT EDGEDRAIN 258 REV 8/07 501 VLRGINIA DEPARTMENT OF TRANSPORTATION! 701 108.07 I I Y 1 I A" (RADIUS TO BE AS I I = STREET APPROACH SAME SURFACING o I AS MAMNE ROADWAY ISEE NOTE 6) SHOWN ON PLANS) U) C+ II 1 --------F--' 111111 I QZ4DIUS TOBE AS f RADIAL COMBINATION SFl01W ON PLANS) CURB AND CUTTER / CC-61(SE�E NOTE 7) PSJDEWNx ( w (SEE NOTE 2) 6" i 1 OPTIONS, 6" FLOW LINE - _ EXPANSION I EXPAt JOINT O JOINT NOTE- WIDTH 'W 2•-0" OR AS c�+ MAINLIE ROADWAY SHOWN ON TYPICAL SECTKx A - J PLANT VIEW MANLIKE ROADWAY SLOPE 10' PARABOLIC CURVE SHOULDER � 6z MAX_ ® SLOPE CHANGE - J D OP�TIONAAL. - � MAIN1JNE ROADWAY ' - - - - - -- - - - - - - Bx MA)( SLOPE CHANGE -- D D 4O' MW MUM FOR STREET CON#EG710N 20 MUM FOR 51 MINI COMMERCIAL ENTRANCE ® CONSTRUCT GRAB CHANGES WrrK A PARABOUC CURVE. SECTION A - A 8 �I A3t's.' °.n, h 6. e.k '1 CONCRETE GENERAL NOTES 1. WHEN CC-11IS USED FOR STREET OONNECTHW THE CONNECTION MUST BE DESIGNED IN ACCOR iWf WITH AASHiO POLICY AND THE APPLICABLE REQ MIEMENTS OF THE VDOT ROAD DESIGN NNAJAL. 2. WHEN THE ENTRANCE RADI CANNOT ACCOMMODATE THE TURIVTG REQL*0EMENTS OF ANTICIPATED HEAVY TRUCK TRAFM, THE DEPTH SIDEWALK LIMITS WITHIN) THE ILITS iFFOR THE RADIISHOUL BE RAMPS INCREASED TO 7". 3. WHEN USED IN CONJUNCTION WITH STANDARD CG-3 BE ADJUSTED TO MATCHHfETHE THIS STANDARD CU g TO CONFIGURATKNN. 4. SEE STANDARD CG-12 FOR CURH RAMP DESIGN TO BE USED WITH TEND STANDARD. 5. OPTIONAL. FLOWLIrE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. ENTRANCE NOTES 5. PAWS ARE TO INDICATE WHEN CONSTRUCTION OF A FLOW T�IS ARQ� TO PROVIDE POSITIVE DRAINAGE AC'RO6S 7- MAINLINE PAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE (EXCEPT ANY SLDGRADE STABILIZATION REQURED FOR MABLR`E PAVEMENT WHICH CAN UE OMITTED IN THE ENTRANCE.) 8. RADIAL CURB OR COMBNATtONI CURB AND GUTTER SHALL NOT BE CONSTRUCTED BEYOW THE R/W LIE EXCEPT FOR REPLACEMENT PURPOSES. 9. THE DESRARLE AND MAXPAW ENTRANCE GRATE CHANGES D" ARE LISTED IN THE ALLOWABLE ENTRANCE ,GRADE TABLECT-i ESE VALUES ARE NOT APPLICABLE TO STREET ALLCONINE ENTRANCE GRADE CHANGES ENTRANCE VOLUME GRADE CHANGE "D" DESIRABLE MA)aMUM HIGH MORE THAN ZOD VPD 07 3 x MEDIUM 5DO-1500 VPD S 3 y- 6 % LOW LESS THAN 500 VPD S S x 8 x NU1W ALLOWABLL LNIIWNUt UT(AUt IArrir IS NUI APPLICABLE TO STREET CONNECTIONS 1 nw o ILL. � o U) :z Q w nn O F_ 11' H d W Li- =) Z Z2: Oa U O n 0; to SECTION C-C ,, METHOD OF TREATMENT - CONNECTION FOR STREET INTERSECTIONS 5m AND CONiIIERCIAL ENTRANCES REV e/07 VRGIWA DEPARTMENT OF TRANSPORTATION 210304 DL'I"A'L T F�-B A N _ G°CTEr;TILE �_ZFCT ONI :IN. 3S SECTION B-B G=CTEXTLE Ig, FABRIC T---_ _ TYPE CF CUTLET PRJ-EC-IDN MAT_RIA- CLASS 1 EC-3 TYPE 3 _ YAXIMJM •"L-LET VcLOCTY Q JR DESIGN S: (Y?V) 6 tr's NA CLASS 2 CLASS A' DRY RP?AP 3 (Ps 20' CLASS 3 CLASS E CRY RIPR?F 11 fps 25' C_PSS 1 CLASS P CR`' RIPRAP 19 `a= 33" �L'cf Ic:a WP-2 INSE4:7ABLE Si______A69 DETAIL 2 DE -AL 3` rr7 Jii-. I �`�j S liN. �h lt"� C- N "IN. 35 S I � y 'i�x � ,. MI'J. 35 - i '} L I� 3EO-EY.TILE -.-_ --._...-- . F?J3RIC SEC;- ICN A -IA NOTES: FO? MULTIPLE INE NST6-LATIONS, DiMENSON S 15 10 OOVE'tN THE P?OTECTICN OUTSIDE TFE CFANNEL WILT^ 2. ON ANY NSTAL_A-ION REOUI?NG ''UL:'ERT OU-LET FRO'ECT*N A`FRE NO ENC'b'PLL OR E`:CSECTIC'. IS SPECI= EC ON TH_ PLANS. COtJST7JCT10N IS TO 6E IN .4000FDRNCc WTI- CETAJL 2 SHCWN ABOVE. 3. CSCTEXTILE =ABRIC -0 BE DNS-AL-ED UNDER C_ASS 2. 3. M40 4 MA'ERI.ALS IN ACCORDMCE %IT -I THE 51-CFICA-1CW,. .S - 0I4IETE2 ^F "IRCJ: AR CU. VERT ::R SPAN FOR 30X. ELLIPTICAL OR A?CF CUL'd_?T. Ii - DIAP.'t:IH:"t CF CIRCJ1..Ut W. V_ _R1 Oft HUE/HEIGHT =>.R BOX, _LLE"-ICAr OR ARCH CJLVL4N. 5. PLPAN PAC `'EC-13N CETNLS CEPICT CLASS 2, .3, AN3 t MATr RIALS. r0? CLASS IhST?LLP,TION CETALS SE_ EC-3 TYPE E STPAC?P.0 CRAWL-<; x JS' TYPICAL SEOTON SHOWN ON PL,*"S FOR SIDE SLCFE, EOTTCM WIDT-I NNO 3=PT- OF CHAANEL O? MATCH EXIST:RG DITCV 03 NATUR& GROUND. OUTLET PROTECTION MINU!" LENGTH (L) -Y17 A IV.ST%.:-I. AT ON 6,i TYPE 3 INS -AL -A ICH 5F CULVERT OUTLET PROTECT iON :"IR3INIA DEPARTMENT OF TR"SoORTATICN ADJACST'NT TRAVEL LANE ASPHALT PAVhEII&lTr WIDENING EDGE OF EXISYNG PAVEMENT (AS DETERMINED W FIELD) TACY. COAT THE PROPOSED CONS"TR()CTfCfi JOINT EXISTING ASPHALT LAYERS PRO30`ED ASPHALT LAYERS [Jet ING SUBBASE PROPQ5ED StIBk?A5E f r ------------------------ '- COMPACTED SUBGRADE ' CONSTRUCTION JOINT DETAIL FMADVE DaSTING ASPHALT LAYERS TO EX 1`t'1G bVEBASSE AND REIRLACE WT(HT PROPOSED ASPHALT Yf)Df 4m LAYERS ® PROPOSEID kRiDNM 1 f2 INCH TACK ASPHALT SLWACE COURSE tSEE NOTE 5) I x N RJlM(116t t2 MIES. OR GREATER AS NECESSARY TO ABUT THE PILL THICKNESS OF EXISTING ASPHALT LAYERS AS DE:TFMX*D Or CORES [SEE NOTE 3) NOTES; 1 ASPHALT PAVEKNT WDEM0 SHALL HAVE A PAVEMENT DESCN IN ACCORDANCE Wi'H CURRENT VDO'r PROCEDURES Aim 3E APPROVED BY THE F,NGBNE.E]UL 2. THE PAVEMENT Dams FOR ASPHALT PAVE)taa wDE2124 W4AtL IdEET OR EXCEED TTTE DEPTHS /40 TYPES CF THE LAYERS Or EXC'TBJG PAVEMENT_ SUBSURFAML DRAWiGE Or THE D FM AND PROPOSED PAVEMENT SHALL BE ADDRESSED W THE PAVOYIENT DESi. GN, 3. A MN•IIUM OF THREE CORES SHALL BE TAKENI ALONG THir CMER of THE A04ACE7(T TRAVEL LANE 0 DETERME THE TYPE NO TT I(10 SS OF EXISTM PAVE1140" LAYERS THESE CORES SHAD, BE SPACED NO MORE THAN 5D0 FEET APAYC_ 4, THE ADJACENT TRAVEL LANE SHALL BE A4LL.ED A MIINNW DEPTH OF 1 t/z INCHES AND REPLACED 7rM AN ASPHALT SURFACE OOtWSE TO MATCH THE FROPOSTD PAVOM4T WIDENING SURFACE Ca1RS'E. UNLESS WAIVED BY 7tE IIKO&M 5. THE ENGINEER MAY REQUIRE THE MLL*n DEPTH OF THE EMMG PAVE100ff TO BE ADJUSTED TO ACHOV% AK AOCEPTABLE PAVM#7Ns CROSS -SLOPE ANSI EFFECTIVE SURFACE DRAWAZE. 6_ 02ST)KG PAVEMENT MARIONNGS AND MARKERS W THN1 THE PROJECT LR4TS SHALA. M RESrORiO SUBJECT TO THE APPWVX OF THE ENGINJEER. 7. FINAL TR94SVE iE PAVEWDIT TEAK SHALL CONFORM TO THE REQtJEiNEN TS OF St CTNON 3VxO5<0 OF THE STSCfFICAT➢ONS EXCEPT' THAT ALL JOINTS AT TIE-IN L3OCATIONS SHALLTESTED 1tS BE M A 0FOOT STRAIGHTEDGE IN AGWRDNVE WITH THE RFQU TS OF SEC " 3'5.07(a) OF THE SPEC iCATION ASPHALT PAVEMENT WIDENING I � E Fr 1 iuNn , _ FORS SUBJECT T4TWMs •O2 VIRGW IEPARTUTRr OF TRANJSP=ATM 3 TURN LANE ARROWS Ttrn arrows recrcred in ccaorc a with the fofiowing, unfess otherwise directed by the Lngneer. TURN LANE LEN1.7TH T Arrow located Nit be�rnrn. of fndlwidth turn lane. 3C1' or longer: 3 arrawn; 1 Arrow located oR mrdpein of futwdth turn lone. 1 Arrow located 5 W bock from atopbor or cnd ofiane :ine. 1 Arrow located att begi-.rim9 of hdl rri3lh Minna (Ate. 30O' Dr layy: 2 vrrows I Arow located 510'tva from stopbw or end of km rnc. Stop ao5d yellow rinat the 17 NfHty Skip raw DfeJle rOdAt;�If-r11yR4 NY Spacng 6Dttom of arrow of beginning of f0width turn Pone. DETAIL. FOR LOCATION OF EDGE LINES ON CURB SECTIONS OF ROADWAY (NO GUTTER) rY 4" Marking No edge I'■1e required where curb and gutters present unless ndrrated by Lim }I,L Engineer. 4" SKIDS Thrc Wncs; u= 10' l*s / 3O' apocbg- Trarnsiticn3 mare than 100'9 use rrinv Skips t2'skips / 4'spocogh Tralral-mom 1OO' or km;; do not Lk= SKIP.;;. 2' WN]!e skip fine W Spacing Sold white file W., H•r-to end of Lrora(tion - b7 the £ngi�. No edge lime requred where curb and gutters present untese indicated by the Er„goteer. Notes: Stop bars, if required by the Engineer, Shod be a n-.4 fm of 4"sr advccce of the crosswo6c fn the obsence of a marked crosswoe<,tne stop bar shollbO 0 air mmn of 4'ond o maxrrunm of 3G' cI oovmce of tree neares_ edge of the intersecting roadway. Stopbors shy to 2' n width_ Arrows d aN be in occoTdonce with the Federa) MUTCD_ Spacing between double said yelaw Ines shcE b• 4". TYPICAL PAVEMENT MARKING FOR UNSIGNALIZED INTERSECTIONS VYtGlNIA DEPARTMENT OF TRANSPORTATION P,E`I. 3/OE '14,01 M 0 O O O 30' LEGEND, BORDER - WHITE (REEL.) BACKGROUND - RED (REEL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE WHITE (THERMOPLASTIC TYPE B, CLASS 1) ROADSIDE SIGN RURAL DISTRICT Not less than e L 1.8 m © E (6 ft) Z U 3 STOP SIGN PLACEMENT • Its � L � • n s ■ H 0 N C) O V) 0 N (D > Z N = N p a Q > r' v N O N Ln O L_rn cD W i O CO (9 N 0 W O r +' In Ln cn LL N O1 L � L L o = v' + Z O W n. J C V) D wp Ld �. Z 0 LIJ J � N 00 CD Q < C) W w 0 Z,^ N LJ VI O u J W 5 W H-- W Q U = N n U1) V) z G z Y Z co} yZ V 0 U ti r■ �i Q 0 L� p O C O n S s a V) a c L0 0n 6 co (D (D CV N (V 2 3 w J 0 0 J 0 y y U Y CC n i :J ll i v v vDIMENSIONS REINFORCING STEEL PAN HGHT TI 72 T3 T4 A B C G E f BHI BH2 BH3 BH4 BYI BV2 L _- ... ' V- m O J M-N S H m O J m!<7 Cr O J- x�z Wes- Q W J ... zyz - N N Z CJ U a.W NU _ F J N A 2 4 U VtU H J N IN V z i InU a S �- W J N V Z d i� V)U a b = F'- W J N N V Z V D. a N U = �_' U W J UJ N V7 V• Z V a_ U V7U _ H l? 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26'- r 5 12' 3'- IVA 5'-IP 5 12' 3'- 11/a 4'- 3• T-0- 4 12' 7'- 2" 4 7' 1` 2' 8 8 91/,, 9'/4 r 8- 24 24'- 0' 48 24'- 0' 6 6'- 0- 5 U' 24'- 2- 5 11- 26'- 4- 5 il' 3'- I'/4 5'-11- 5 11- 3'- ll/4' 5'- 3'/i 8' 1' 4 t2' 9' 2' 4 P 9' 2' 4'- 10- 4'- 5 10' 6'- 4- 5 10' 3'- 11 5'-11' 10' 3'- I' 6'- 3 9` 1' 4 12' 11` 3' 4 7' II'- 3' 9 4 9/e 94/d 8' 8' 2T 2T'- 0' 54 27'- 0• 2 2'- 0' 5 11' 26'- 9' 5 11• 29'- 4' 4 11' 3'- 3% 6'- 4' 6 11' 3'- 3a/a' 3'- 31/4 6' 2' 4 12' 5'- 2- 4 6%Z 5'- 2• I lid 9 8 9Yz 9%z' 8' 8' 2T 21'- 0' 54 27'- 0' 6 6` 0- 5 l0" 26�- 9• 5 10' 29'- 4' 5 10' 3'- 3%, 6' 3' S O 3' 34Ja' S' 3Y2^ 8' 3' 4 Ir 9' 3' 4 6Yz 9._3' 9 10 91/z" 91/z 8- 8' 27 21'- 0' 54 2T'- 0' 8 8` 0- 5 9' 26'- 9` 5 9' 29'- 4' 5 9- 3` 3%' 6` 3• 5 9' 3'- 3% 6` 3fz 9`3' 4 12' 1 V- 3' 4 6%2 1 V- 3' 9 12 9}'i 9Y4' 8' 8' 27 21'- 0' 54 27'- 0' 10 10'- 0' 6 Ir 26'- 9- 6 it 29'- 4- 6 1Z' 3'- 35/j 6'- 2' 6 12- 3` 3%' 7` 3Y4' 10'-3• 4 IIYZ 13'- 3- 4 6%2' 13' 3- 10 4 91/i 9%2 8- 8' 30 30'- D' 60 30'- 0- 2 2'- 0' 5 9- 29'- 4• 5 9' 32'- 4' -- --- ----- ...-- 5 9' 3'- 6' 3'- 3%i 6' 6' 4 IZ, 5` 3' 5 91/Z 5` 3' 10 6 9Yz 9'/z B' 8' 30 301- 0' 60 301- 0' 4 4'- 0' 5 19' 29'- 4' 5 10' 32'- 4' 4 10- 3'- 6- 6'- 9' 5 10- 3'- 6- 4'- 3%' 7`6' 4 IT 71- 3' 5 9'/{ 1.- 3' 10 0 94/z 91/2' 8' 8' 30 30'- 0' 60 30'- 0' 6 6'- 0' 5 9' 29'- 4" 5 9' 32'- 4- 4 9- 3'- 6' 6'- 9' 5 9' 3'- 6' 5'- 3Yz 8'-6- 4 12' 9'- 3- S 91/z 9._3' 10 10 9Yi SY4. 8' 8' 30 30'- 0' 60 30'- 0' 8 8` 0' 5 9' 29'- 4' 5 9' 32'- 4' 4 9' 3'- 6' 6'- 9' 5 9' 3'- 6' 6'- 3Y4' 9'-6' 4 IZ' I1'- 3' 4 6Yz II'- 3' 10 12 9Y4 9Y4 B' 8' 30 30'- D' 60 30'- 0' 10 10'- 0' 6 12' 29'- 4' 6 12' 32'- 4' 4 12' 3` 6' 61 9' 6 12' 3'- 6' 1'- 3y4 10'-5' 4 IIYZ 13'- 3' 4 P 13'- 3' 12 6 10• IO' B' 8' 36 36' 0' 72 3G'- 0' 4 4'- 0' 5 9' 341- 61 5 9' 38'- 4' -- -- ----- 6 9' 3' 10�i 4'- 4' 7'-10' 4 12' 7'- 4' 5 8' 7'- 4- 12 8 10' ID' B' 8' 36 36'- 0' T2 36'- 0' 6 6'- 0' 6 12' 34'- 6• 6 12' 38'- 4' - 7 12, 3'-101;4 5'- 4' 8' 9' 4 Ir 9' 4' S 6' 9' 4' 12 10 IO' 10' 8' 8' 36 36' 0' 72 36' 0' 8 8' 0' S 8' 34' 6' S 8' 38' 4' 4 8' 3' 10�4 7' 61 S 8' 3' 10Y4 6' 4' 9`11' 4 it II'- 4' 4 SYz II' 4 I? 12 10'/i 101/4, 8' 8' 36 36'- 0' 12 36'- 0' 10 10' 0' 6 II' 34' 6- 6 I I' 38'- 4' 4 I I• 3' 10�4 T'- 6• 6 II' 3' 10y'i 7'- 4l/i 10`10' 4 IIYZ 13'- 5- 4 6- 13'- 5- Sheet I of 2 For Typical Section, notes and other details, refer to standard BCT-DT. TRIPLE BOX CULVERTS STRUCTURE AND 0 TO 2 FT. FILLS BRIDGE 1004.04 VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION BCT-DT BLI - A Spa. 0 12' = B tTop) BLI - C Eq. Spa _ D (Bot.) Alternate BH4 with BHH, r-Alternate BHI with BTI FT f BH3 (All Corners) A' B12 BT i 9KTYp.) Permissible Construction Joint (Typ.) i 3' 9'tTyp.t SPAN TQ T4 Alternate BH2 with BTI HCHT .4 8V1 BV2 BV2 BV1 BH2 BTI -BLI (All Corners), ^-T3 -Lap 8H4 - Permissible Construction Joint (Typ.) 6HH4 L-Alternate BHI wTth BTI T-T2 L BH3 BLI - A Spa. 0 12" = B (Top & Bot.) TYPICAL SECTION Sheet I of 3 TRIPLE BOX CULVERTS STRUCTURE AND STANDARD DETAILS BRIDON 1004.01 VIRGINIA DEPARTMENT OF TRANSPORTATION REINFORCING STEEL V Z CC O _J �W\ �Ym Win_ QUAN./LF HEADWALLS J < Z 3c SPAN HCHi BTI Wv H+2 W VNJ C,, vv'J y (4..JJ CY LL OW\ WHm ¢v,� G HW I N =N OQ zm M S,/1 Oa zm WU �--` WQ 1-t¢jQ ZOJ -vu UJ W_ - 4••�-' JWI- z�y F-`- 1--W V, Ju< 1 pVV UJ Fa' J�J 7WF- Zw 00:y yr (7 2 V a. v,a a b C d e f 9 Z C7 W J J mt/1 p4 zm N J in OQ zm -, J= 3 V <W _ �=' w S U W J 3 3 4 12' 2` 8%' 0'- 02- V- 6% 0'- 5Yi 0` 3Y4 I I'- 3Y8- P- 5% II'-10' 531 16 49.903 0.9891 115.345 13'- r 6 12'-10- 2 8 1.827 102.932 1.808 77.103 A 3 4 4 12• 2'- 8Ye 0'- 4Y2' V_ 6%. 0'- 5Ye 0' 3% II' 3%' 1'- 5%' II'-10' 53 24 52.727 1.087 1Z3.697 13'- 2- 6 12'-10• 2 10 1.932 109,835 1.901 71.103 C 4 3 4 12' 3'- 63/8' 0'- 4Y'4' V-II'/q 0'- 6'/4' 0'- 4' 14'- 4' 2'- Y4 14' 1V 68 16 62.428 1.157 149.191 16' 2- 6 15'-10' 2 8 2.124 120.556 2.115 95.121 A 4 4 4 12' 3'- 63% 0'- 4j'i V-111/q 0'- 6'/i 0'- 4' 14'- 4' 2'- Y4 14'-1V fill 24 65.252 1.255 157.543 16- 2- 6 15'-10' 2 10 2.229 127.859 2.208 95.127 C 4 5 4 12' 3'- 6V 0'- 4YA I'-II'/i 0'- 6�/i 0'- 4• 14'- 4' 2'- Y'4' 14--I I' 68 32 6&076 1353 165.895 16'- 2' 6 15'-10' 2 12 2.334 134.161 2.300 95.127 E 4 6 4 12' 3'- 6)8 0` 4j'4' I--11'/q 0'- 6'/4 0'- 4' 14'- 4' 2'- Y'4' I4'-II' 68 401 TO.900 1.451 174.247 16'- 2' 6 151-10, 2 14 2.440 141.664 2.393 95.127 Cl 5 3 4 IV 4'- 4• 0'- 4Y4 2'- 4' 0' 6'/4 0'- 4- IT'- 4' 2'- 8- IT' - IV 83 16 74.953 1.306 195-032 19'- 2' 6 18'-10• 2 8 2.425 138.990 2.426 111151 A 5 4 4 10` 4'- 4' 0'- 4}'4. 2'- 4- 0'- 6l/4. 0'- 4- IT'- 4• 2'- 8- IT'-[ I' 83 24 77.777 1.4041 202.477 19'- 2' 6 18'-10' 21 101 2531 145.883 2.519 113.151 C 5 5 4 1 10' 4'- 4' 0' 4�4' 2' 4' 0'- 6'/a' 0' 4' IT' 4' 2' 8' IT' -I I' 83 32 6MO1 IS03 21LG30 19' 2' 6 18, 10' 2 12 2.636 152.T85 2.611 113.151 E 5 6 4 1 10' 4- 4- 0'- 4Y4. 2'- 4' 0'- 61/4 0'- 4- iT- 4- 2'- 8- 11•-II' 83 40 83A25 1MI 220.784 19'- r 6 18'-10' 2 14 2.T41 159.688 2.T04 113,151 G 5 7 1 4 9- 4"- 4' 0'- 4Y4. 2'- 4• 0'- 61/i 0'- 4' IT'- 4' 2'- 8' IT'-11• 1 83 48 86.249 1.698 243283 19'- 2• 6 I8'-ID' 2 16 2,846 166.591 2T9T 113,151 1 6 4 4 11. 5'- Ye 0'- V/i 2'- 7'/i 0'- B%' 0'- 5'/2 20'- 4' T- I}i 21'- 1' 98 24 90.302 1.747 218.090 Z2'- r 6 21'-10' 2 10 2.784 163.907 2.782 131.175 0 6 5 4 10' 5'- Till' 0'- 6Yi 2'- 71/4 0'- B%' 0'- 5/2 20'- 4- 3'- 1�4 2V- 1' 98 32 93.126 U45 239219 22'- 2' 6 21 10' 2 12 2.889 170.BO9 2.8T5 131.175 F 6 6 4 10• 5'- T/e 0` 6'/4 2'- T'/i 0'- B%' 0` 5%2 20'- 4' 3'- 1Y4 2V- 1' 98 40 95.950 1.943 248.372 22'- 2' 6 21 10" 2 14 2.994 177.712 2.%8 131.175 H 6 1 4 9' 5'- T/e 0'- 6'/i 2'- 7Ji 0'- B%' 0'- 5%z 20'- 4- 3'- 1Y4 21'- i' 98 48 98.774 2.040 272.697 22'- 2' 6 21 10' 2 16 3.099 184.615 3.060 131.175 J 6 B 4 9' 5'- T/a' O'- 6'/i 2'- 7'/i G.- 8%' D.- 5%2 20'- 4' 3'- 1Y4' 2V- 1• 98 56 101.598 2.138 282.029 22'- 2• 6 21'-10' 2 18 3204 191.517 3.153 131.175 L 7 4 4 9' S' 103%a' 0' 6• 3' 78' 0' 8' 0' S1/{ 23' 4% 3'- 91/8 24'- 1' 113 24 102.827 1887 212.679 25'- 2' 6 24'-10' 2 10 3.085 181.931 3.093 149.199 D T 6 4 9' 5'-IOYo- 0'- 6- 3'- T/B' 0` 8' 0` 51/i 23'- 4%8 3'- 9'/B 24'- 1• 113 40 10&475 2.081 311392 25'- 2• 6 24'-ID' 2 14 3295 195.T36 3.2T8 149.199 H 7 8 4 8' 5'-1OY2. 0.- 6'/i 3'- % 0'- 8%. 0" S%z 23'- 4%g' 3` B%a 24'- 1• 113 56 114.123 2.314 333.736 25'- 2- 6 24'-10' 2 18 3.492 209.541 3.450 149.199 L T 10 4 8' S' 10Yz 0' 6'/i 3' %a 0' 8�(a D' S%z 23' 4%a 3'- BT/a 24' i• 113 T2 119.771 2510 353.55T 25' r 6 24' 10' 2 22 3.702 223.347 3.636 i49.199 P 8 4 4 B' 6'- 83/8' 0'- 5Y2' 3'- 5%' 0'- 71/i 0'- 4Y4 26'- 37/e 4'- 4% 27'- 0' 128 24 115.352 1.971 326.925 28'- Z' 6 27'-10' 2 10 3.387 199.955 3.405 16T.223 C 8 6 5 12' 6'- 8%� 0'- 5% 3'- 5SA' 0'- 7%' 0'- 4Y4 26'- 3%' 4'- 4T/g 27'- 0' 128 40 121.000 2.172 358.499 28'- 2' a 27'-10' 2 14 3.597 213.160 3591 16T.223 IG 8 B 5 11• 6'- 81/i 0'- 5Ye 3' 53/8. 0' 7�4. 0' S' 26' 3Ye 4'- 4s/i 2T'- 0' 128 56 126.648 2.407 400.875 28'- Z' 6 27'-10' Z 18 3.810 221.565 3.T79 167.223 IL 1;69• T• 3• , t i• 9 4 5 11- 1'- 5%' 0'- 5Ya 3'-10'/4' 0'- 7�'i 0'- 5' 29'- 4' 4`11Y4 30'- 0' 143 24 I2T.87T 2.iB4 391.T1D 3P- 2' 6 30'-10' 2 10 3.682 21T.9T9 3.TIO 185.247 IO 9 B 5 10' 7'- SY4 0'- 6Yg' 3'-IQ' 0'- Bi/8' 0'- 5'/4 29'- 4- 4'-11Yz 30'- 1• 143 56 139.173 2620 462153 31'- 2' 6 30'-10' 2 18 OB4 245-589 4.063 185.247 IL 9 10 5 9' T'- 5Y4 0'- 6Y8 3'- 10' 0'- B'/g' 0` 5Y4 29'- 4' 4'-11'/z 30'- 1' 143 72 144.821 2.813 519.001 31'- 2• 6 30'-10' 2 22 4.295 259395 424E 185.247 IP 9 12 6 Ir 7`- S'iti' 0'- 6Y{ 3'- 9Y4 0'- 8'/z 0'- 5%z 29'- 4' 4'- 10/4' 30'- 1' 143 68 150.469 3.053 569.921 31'- Z' 6 30'-10' 2 26 4.407 273,200 4.416 185.247 T 10 4 5 9' 8'- 33/8' 0' 61/A 4' 2�i 0' 81A 0' S%4 32' 4' 5' 6�4 33' I' 158 24 140.402 2.402 448.938 34` 2' 6 33' 10' 2 10 3.953 236.003 3.391 203.211 D 10 6 5 10. B'- 33A. 0.- 6Ye 4'- 2Y'i 0'- BY; 0'- 5'/i 32'- 4' 5'- Gj`4 33'- 1' 158 40 146.050 2598 4RB46 341- 2' 6 33'-10' 2 14 4.164 249.808 4,177 203.271 H IO 8 5 9' 8'- 3%- 0'- 6Ye 4'- 2Yi 0'- BY,' D'- 51/i 32'- 4' 5` 6N 33'- 1' 158 56 151.69B 2.T91 522567 34'- 2' 6 33'-10- 2 18 4.374 263.613 4-62 203.211 L 10 10 5 9' 8'- 31/i 0` 6%' 4'- 2'/z 0'- B3/a' 0'- 5Y2 32'- 4- 5'- 6'/2 33'- 1' 158 T2 15T.346 3.038 543.565 34'- 2' 6 33'-10' 2 22 4564 217.419E4.T2 203211 P 10 12 6 12" 8'- 31/i 0-- 6Yz 4'- 2Yz 0'- BYz 0` SYz 32'- 4' 5'- 6Y2 33'- 1' 158 88 162.994 3.232 583.045 34'- 2' 6 33-10' 2 26 4.T74 291.224 203271 T 12 6 5 9- 9110%* 0'- 6�8. 4'-11% 0` BY, 0` SY, 38'- 4Y0 6` B% 39'- 1- 188 40 171.100 3.061 570.341 40'- 2' 6 39'-1(• 2 14 4.693 285.856 239.319 H 12 8 6 12, 9'-10%, D.- 6Y'4' 4'_ 11 %, 0'- 0%, 0'- SY; 38'- 4Ye 6'- BS/8 39'- 1' 188 56 176.T46 3255 625.255 40'- 2' 6 39'-10' 2 Ill 4.903 299.661 239.312 10 5 8• 9'-103/e D` 6%' 4'-11Yg' 0'- Bj'e 0'- 5�e 38'- 4Ys 6'- 8% 39'- I' 188 72 182.396 3.448 676.174 40'- 2' 6 39'-10' 2 22 5.114 311467 239.319 P 12 12 6 11' 9'-10'/4 0' 7• 4'-I16/e 0'- 9'/i 0' 6' 38'- 4Ye 6'- 8% 39'- 2' IBB 88 IB8044 3.703 708.974 40'- Z' 6 39'-10' 2 26 5299 32T272 525T 239319 T BCT-021 Sheet 2 of 2 i STRUCTURE TRIPLE BOX CULVERTS AND BRIDGE 0 TO 2 FT. FILLS DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION 004.05 BCT-DT GENERAL NOTE Capacity: NS20-44 Loading and Alternate Military Loading. Specifications: Construction - Va. Deportment of Transportation Road and Bridge Specifications. 1991. Design - AASHTO Standard Specifications for ghwoy Bridges. 1983, Including interim Specifrcations, 1984. 1985 and HT VDOT Modifications. using Load Factor Design. All concrete shall be Class A4. Deformed reinforcing bars shall conform to ASTM A615. Grade 60. All reinforcing bar dimensions on the detailed drawings are to centers of bars except where otherwise noted and are subject to fobrlcotTon and construction tolerances. Construction joints shall be constructed and bonded in accordance w7th the current Rood and Bridge Specifications. Barrels more than 35' in length shall be poured In sections by providing vertical construction joints, not exceeding 25' between Joints nor more thou 30' from entls of borrets. + v, All Dends shall be made with o pin diameter as listed in TABLE A except for Bars BH3 & BH4 which shall have a pin diameter of 24 bar altimeters. Dimensions on bar diagrams ore out -to -out of bars. Bors are straight end tt4 in size unless otherwise shown. BL2 shall be sc3 in size. The number of BLI & BL2 bars shown in the table is the number of longitudinal bars shown In the Typical Section and may not equal the total number of bars required. BL I & BL2 shall have a lop of 30 bar diameters at splices. At construction joints, first placed bars Shall project 30 bar diameters beyond the joint. Estimated QUAN./LF shown for reinforcing steel does not Include quantity for lops of BL I & BL2 bars. The additional weight per longitudinal lap is shown In the table. The centers of main reinforcing bars shall be 2' from the face of the concrete. When concrete protective coating Is required, o8 steel shall be epoxy -coated. An reinforcing steel for culverts under 0 to 2 foot fills shall be epoxy -coated - At the Contractor's option, BVI & BV2 bars may be spliced at the permissible construction joint in order to facilitate construction. No additional compensation shall be provided for the increase in reinforcing steel quantity due to the splices. Bar HW2 shall be 4" less than culvert height in length. Headwall quantities shown assume wtngwa0s are to i>o built at a 45 angle to the headwati. The designs are applicable to the fill height and other conditions indicated. Any change in the conditions invalidates these designs. Wingwalls referenced by letter apply when the acceptable foundation level Is the same for both box and wings detIf foundation levels are different, the height of the wingwa8 shall be adjusted by selection of another lettered wingwall of appropriate height. For wingwoll oi)s refer to standard series BCW for the appropriate fill slope. For details of extending existing boxes, refer to Standard 8CE-01. For modlftcotlon of details for skewed culverts. see the Skewed Box Details included in the rood pions. This standard shall be used with the BCT standard series. Sheet 2 of 3 STRUCTURE TRIPLE BOX CULVERTS AND BRIDGE STANDARD DETAILS DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATICN 1004.02 B C T- D T Symmetrical about li. Culvert G ----------- ---- -i i , , HW2 U ' o I 0 B V) B , i M T `" i O I = J ' a w ' , , i 4 i (with wing) A (Wing Removed) (Downstream End) ),Upstream End) END ELEVATION Upstream End Downstream Barrel Length (out -to -out of headwall) End Fill Slope 6"x6' fillet 12' Top of top slob `� i2 12' \ HW I a TI HWi 12' R upstream and (optional at downstream end) TT2 J N W-- 12^ SECTION A -A (With Wing) Sheet 3 of 3 REINFORCING BAR DIAGRAMS vertical leg o rtw a rtrt HW3 ° a Length c 4'-2' BH3 BH4 f D _J/ Y BTI T4 HW3 - \ R- 2 HW2 PART SECTION B-B UPSTREAM END (Optional at downstream end) 6' x 3/e• PVC Dumbell Waterstop I, 5" Back Face of I--�i Curtain Won ..l ICI r -T3 Construction Joint ok - r L Construction Joint SECTION C-C (With Wing) (Downstream End) TABLE A Bar Pin Size Dla. tt3 /a" tt 4 3' u 5 _Y4, tt 6 Y2 tt 7 1/4. tt 8 6- u9 9. -6' x 6' Fillet Fr-` 6 - H'N I PART PLAN (Wing Removed) (Upstream End) TRIPLE BOX CULVERTS STRUCTURE AND STANDARD DETAILS BRIDGE DIVISION 1004-03 VIRGINIA DEPARTMENT OF TRANSPORTATION tir Z U W t� N J .� 0 G Wz S 4, If-1 S U_ a 32 O O °ww0.3 _ Z N O (� M D O Cf) O N A It + to W O N Q� <�0) -N O 0 ELL 1Ij N O (0 c0 " O 4' 4+ a N N (.0 C0 N O _O W N It � a' Ln Ln vi cn F- U_ L (1) O L N L s.- (n L >✓ N O a W W UJ 4 J Q H W 0 W J H- F•- o m o> W w �a O _ U W 0 0, C.0 0 O o W 0- 0 C) < Q M = N Z Li O W Z (0 W J U Q W = fn Z V) Q p Z Z Y Z � 3 U 0 rl U ti%-- v Q c LL i 0 0 c ;0 L a Vi 0 O co 0 0 :^1 rYj N 19 cli J T Li w N 0 c) s= J (1 w �0 y r� s O a i In U a) 0 a BCW-22 M - 0 $pa. 9 1'-3' R (Front Face). 9' 12' WV4 - U Spa. 9 6' = V WVI - D Spa. 8 12' = P tBack Face) I IBack11 Foce) WV3 S Spa. 0 9' T (Back Face) (I x WF Series aN Qm N a d1o. w a FRONT ELEVATION (TOP & Bat.) - -- FOOTING PLAN Sheet I of 7 I - 3 Sod. 43 c 2'-6' >p & Bot.) Front Face WH3 WY Series FVZ-H- s See Note- t ID N 1 .2. - y8 -12- Batter for Wings Y - EE 4'0 Weep Hole formed with non -rigid tubing. 4when required) END VIEW WF3, WF5, WF7 WVI, WV3, WV4 TABLE B TABLE. C Bar Pin 2 Bar Splice Size CIO. Size Length •3 I/d. 4. •4 1._ 4. '4 34ye `5 3i 5' .6 "6 ye 6' ' T 2.- 4' .T 1/4' 7' 'g 3•_ 1. .8 6• B. .9 9' 10'/8 WING DETAILS STRUCTURE AND 2:1 FILL SLOPE - TYPEI[ BRIDGE I Q06.22 VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION WFI WF2 WF3 WF4 WING SIZE LENGTH 512E LENGTH SIZE o LENGTH SIZE LENGTH From To Vary By • Ed From TO Vary By From To Vary By A 4 81- V - ----- ----- - 4 3'- 6- 2'- P 01- IV 41- 6' 3'- 7• 0' IV 4 81- 71 B 4 t0' 0' __. -- 4 31- 6' 21- 04' 01- P/i 41- 6' 3` 6Y4 01 lys' 4 101- 1' •_ _ _ __ .- •_ •- I .- •_ 5 • •- I ._ D 4 12'- 6' -• - - - 4 31 6' 21- 6' 01- 11 4'- 6' 31 6' 0'- 1' 4 121 6- F 4 15' 6- 4 51. 1- - - 2 4 4'- 0• 2'- 7Ve 0'- 1'%' 5` 0' 3'- TVi 0'- lye 4 IS•- P G 4 11, 0' 4 51- 7' 2 4 4'- 0- 21- 7' 01- 1' 51- 0' 31- T. 01- 1' 4 IT'- P H 4 Ill` 6' 4 91- 3' - - 2 4 4` 6' 2'- TV?* 0'- 11/i 5'• 6- 3` T/e 0` I'fi 4 Ill' T• I 4 Is` 6' 4 91- 9' --- - 2 4 4'- 6- 2' 6'/4' 0'- 0/4 1 5` 6' 3` 6'/4' 0' II/i 4 191- T. J 4 ?1'- 0' 4 12' 8' 6` V4' 6` 5%' 2 4 5` 0' 2'- Tye 0'- IW 6` 0• 3'- 71/g 0' IV 4 21- r K 4 22' 6- 4 13- 6- 6-- 7%- 6`101%- 2 4 5'- 0' 2` 5y'4' 0'- 1%' 6'- 0' 3` 5y'4' 0' IV 4 22' 8' L 4 24'- 0' 9 16' 1- 5`10'/i 5` 1%' 2 4 5'- 6' Z'- 6- 0.- IVz 6` 6' 3` 6' 0'- IVz 4 24'- Z' N 4 25'- 6' 4 18' 4' 5` 3'/z G' 61/4 2 4 5` 3' 2'- 6yi 0'- 1%' 6` 3• 3` 6yi 0' 1% 4 25'- 9' 6'- 4' 31- 7' 0` 1y2' 4 27' 3• 0 4 2e` W 4 21' P 5'- I' S'- 41 2 4 5'-10' 2` 5Y4` 0' iyi 6`10- 3'- Sy'i 0'- Iyri 4 28' 3- P 4 29' 6' 4 22'- 3' 5'- 4ye 51 75fe 2 4 4'-10 I 2'- 6ye 0'- 1%' 5'.10- 31 61/e 0'- 1%' 4 29' 9' 0 4 1'- 3 0 4 4'- 2 3 4'-11 �.1 78 6 5 /n 2 4 5'- t' 2- 5 1 • f2 0'- i V 74 6'- P 3- 5 1 . /z 0'- 1 7r4 4 31'- 4' R 4 32'- 6- 4 25'- 5' 5-- 2y4- 61- 8y'4- 2 4 5'- 1- 2•- Gye' 0'- 1%' 6'- V 3'• 61/e• 0'- 1%- 4 32'-10, S 4 34'- V 4 27'- 4' 4'-11, 5'- V/4' 2 4 5'- 3' 2'- 5y`4' 0'- 1Y, G'- 3' 3'- Syi 0'- lyi 4 34'- 4' T 4 351- 6• 4 281 6' 5'- IVz 5'-101/e 2 4 5` 2' 21- 7V4' 01- 1%, 61- 2' 3` 71/e 01 1%' 4 35'-1W U 4 36 '- 6' 4 30 - 0' _ I 4 9 /2 6'- 3 �a 2 4 - 5' 4' 2'- 6 V' 7d '- ( 0 V 7d 6 '- 4' 3'- 6 V id 0'- 1 v 7d 4 3 6'-I I' V 4 38' 0' 4 31, r 411(Yz- 6'- 6yi 2 4 51 5' 2`- 6' 0'- Iy'4' 6'- 5' 31- 6' 0'- IY4 4 381- 5' W 4 39•- 6' 4 33'- t' - 4' 9' S' 8' 2 4 5' 6' 2 '- 7- 0'- 1 . y'4 6"- 6' 3` T' 0•- 1 ' �' d 4 39'-II' X 4 4 P- 0' 4 34'-10• 4'- 61/4' G'- yi 2 4 5'- S' 2` 6 ye 0` 1 V G'- 8' 3- 6V2' 0'- l ye 4 4 V- 6• Y 4 42' 6" 4 36'- 7' 4'- 4' T- 4'/2' 2 4 5'- 6' 2'- 6' 0' 2' 6'- 6" 31 6' 01- 2' 4 43'- 1' Z 4 44'- W 4 37'-10" 4'- 6'/i 5'- fi%' 2 4 5-- 4- 21- 61/4' 01- 1%, 6'- 4- 3'- 6y4' 0'- I%- 4 1 44'- 6- AA 4 4S•- 0' 4 391- 2' 4` 3y2* 5` 9y'4- 2 4 5'- 8• 2` 6' 01- 2' G` 8' 31- 6' 01- 2' 4 451- P 88 4 46'- 6' 4 40'-10' 4` lye' 5'- 2%' 2 4 5'- 9' 21- T' 0'- 2' 6'- 9' 3'- 7- 0'- 2' 4 41'- 2- CC 4 48'- 0' 4 42'-10' 3'- 9` 4'-1D%' 2 4 6'- P 2' 6yi 0'- 21/i T'- I' 3'- 6y4' 0-- 2Vi 4 48'-10' im 4 49' b' 4 44'- 9' 3'- 6' 4'- T 2 4 5' I i' 2'- 63e' 2T/e' 6' i 3' 65ie 0'- 2)/e' 4 50' 6' EE 4 51' 0' 4 46'- P 3- TSfe' 4' 85/e' 2 9 5'.10' 2' Syy' 0'- 2'/e' 6' 10' 3' S518' 0'- 2ye BCW-22 Sheet 4 of 7 1 STRUCTURE WING DETAILS AND BRIDGE 2:1 FILL SLOPE - TYPE I[ DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION 1006.25 BCW-22 WV3 WV4 VYING SIZE a LENGTH SIZE o LENGTH From To Vary By From To Vary By From Vary 8y From To Very By -To D- E- - - - ---- ----- - - - - G----- ---- ..... -.. - - ---- ----- - .. _.... ..... ..... __-_ __-_ ----- __^- -_ ___- __-_ -__. ___._ .--_ ..... L 4 10'- 61/i 8'- 4!/4' 0'- 31/i 12'- 6- 10'- 4' M 4 11'- '/i B` 3Y4 0' 3Y4* 13' 0' 10'- 3y2II 0'- 3y4' -- N 4 10'-'/i 6'- It%, 0, 3ya 12'- 0' B` 7sh' 0'- 31fe" 4 11` 61/4 10' 3)%' 0'- 2ye 13'- 6' IV- aye 0, 2ye 0 4 t0'- 61/,c 1, 0' 0.- 3'/i 12' 6' 811ly'4* 0'- 3'/i 4 12'-'/i t0'- 9%- 0' 2+/e 14- W 12' 9'/e' 1 0' 2ye P 4 I 1` 21/i 1, B' 0, 3'/i 13'- 2' 91- 7Y4' 0' 3'fi 4 1?'- 61/4' 1 V- 4}'4' 0' 2'/i 14'- 6' 13' 4ye 1 0'- 2'fi 0 4 11, 1'/i 1'- 8%` 01 3ya 13'- i' 9'- BW 0'- 3ye' 4 13'-'/q 11` 5ye' 0' 2'/e' IS' 0' 13' 4ye' 0' 2ye R 4 It'- 1'/4' 7'- BW 0'- 3ya' 13'- 1' 9'- aV 0'- 3Ve 5 13'- 5}`4 I1'- 41/4, 01- 2'/e 15, 6' IT- 4y2. 0'- 2ye S 4 11•- 11/4' 1'- 85/e' 0' 31/e 13' I' 4' B 0' 31fe' 5 13,11A 1V- 3ye 0'- 2'/e 16` 0' 13'- 4ye 0'- 2ye T 4 H` 3'fe' T- 4%' 0'- 3ya 13'- 3' 9` 4ye 0' 3ye' 5 w' Syri Ir 55/e 0' Z'/8-16' 6' 13' S%' 0' 2y8 U 5 II'-IOyq 1'- 31/2 0` 31/4* 13' 11' 9'- 3y'4' 0'- 31/4' 5 14'-11y'4' 12' 1y'4* 0' 21/e" 1T- 0' 14' 2' 0'- 2ye v 5 12'- ZY4 T'- Se' 0'- 31/e' 14'- 3- 9'- 9ii 0'- 31/i 6 IS' 5%' 12'- 5ye 0'- 21/8 IT- 7• 14-- 6yi 01 2ye 1 5 12'•IIy'4' 8- y18' 0.- 3'/8- 15'- 0' 10'- S/e' 0'- 3'fe 6 I61- 2%' 131- 21/7' 0'- 2ye 18'- 4- IS'- 31V 0'- 2ye X 6 131 45/e 8'-1lye 0.- We 15'- G. I P- % 0, Syi 6 16--I IV 13'- I'A 0' 2VI 19' i' 15'- 85/e 0.- 2ye T 6 13'•105/e 9111y'4' 0' 3ye IS` 0' 12'- lye* W- 3ye' 6 I7' 5ye 14' 1'/i 0' 21/ 19' 7• IS` 25%e' 0` 2ye Z 6 14'- 4%' 9'-11V2' 0'- 3ye 16'- 6' 12'- %e 0'- 3ye 6 17'-1 [%' 14'- V/4' 0` 21fe 201 1' 16'- B!W 0'- 2ye AA 6 14'-I0ye 10- 3%- 0'- 3%- IT-- V 121- 4yi 01- 3Vi T 18- S%- i5•- P/i 0.- 21/e 20- 8- 17'- 35,4. 0.- 2ye 88 6 1 IS'- 4y1g' 10'- 2%' 0'- 31/4' 11'- G' 12' 41/4. 0'- 3yi 7 18--I1%e 15'- ;'/i 0'- 21fe 21` Z' Ir- 9%, 0'- 2ye' CC 6 15'- IV 1 91- 0' 0'- 31/e IT'- 3' 11'- 9%- W- 3ye' 7 19' 55fe 15'- 4j14' 0'- 21/e 2P- B' 171- T</i 0'- 2yi DO 6 15' 3ye' 9'- 3y`i 0' 3ye 1 iT'- 5' 1V- 51/a' W- 3ye 7 19'-11%' 15' GVe 0'- 2'fe 22'- r IT'- SW 0'- 2ye EE 7 1 151- 9y'e 91- 3y21 01- 31/e Ill'- 0 I IP- 5ye 01- 3ye 8 1 20'- V/e 16'- %- 0'- 21/e 22'- 9' IS'- 3W 0' 2Ve Sheet i of 7 WING DETAILS STRUCTURE AND 2:1 FILL SLOPE - TYPE IL BRIDGE 1006.28 DEPARTMENT OF TRANSPORTATION DIVISION GENERAL NOTE Specifications- Construct)on - Va. Department of Transportation Road and Bridge Specifications, 1991. Design - AASHTO Standard Specificotlons for Highway Bridges. 11383. including Interim Specifications. 1984. 1985 end VD0T Modifications, using Load Factor Design. Ali concrete shoes be Class A4. Deformed reinforcing bars sholl conform to ASTM A615, Grade 60. All reinforcing bar dimensions on the detailed drcwing ore to centers of bars except where otherwise noted and are subject to fabrication and construction tolerances. Dimensions on bar diagrams ore out -to -out of bars. Bars are straight unless otherwise shown. The centers of main reinforcing bars shall be Z' from the face of the concrete unless otherwise shown. At the Contractor's option. WV Series bars may be spliced of the top of footing in order to facilitate construction. Splice lengths shell be in accordance with TABLE C. No additional compensation shall be provided for the increase In reinforcing steel quantity due to the splices. When concrete protective coating Is required. oil steel shall be epoxy - coated. Bearing capacity of foundations shop be 1.5 Tons/SQ. Ft. minimum for wings A - X and 2 Tons/S% Ft, minimum for wings Y - EE. Weepholes shall be placed of lowest point feosVe for free drainage away from wing. Four Type I Wings are to be used for straight crossings and skews up to 20: Two TY pe I & two Type A Wings are to be used for skews from 2T to 45' For skews above 45. special design wings are reQuired. The wirlgwoll to be used for each Wvert is shown on the BC series sheets. The designs shown are applicable for o 45' skew with the roadway and other conditions Indicated. Any change in these conditions invalidates these designs. Quantities shown are for one wing. Quantity (One Wing) WING concrete Cu. Yd. Reinforcing Steel LbS. 4 2.917 182.454 B 3.499 233.188 C 3939 252.844 D 4573 286.711 E 5.233 341.981 F 6.145 383.T24 G 6.881 445.68I H 7.910 489.811 1 8512 51 T.004 J 9.643 613.342 K 10529 655.405 L 11.777 - 171234 u 13.099 837.992 N 14.106 919.335 0 15275 1611.852 P 16.355 1093.189 0 1T.891 1292.357 R 19.035 1525.633 S 20.691 I704.239 T 21.910 1952,652 U 23.368 2116.654 V 24.6T8 211Z.153 If M412 ?270.223 X 32.434 3904.34T Y M72 2730.572 Z 37.70T 2849.343 4A 39.857 339Z 164 BB 42547 3594.334 CC 46.155 4755.614 DD e940 5500.464 EE 51 922 6808.105 BCW-22 Sheet 2 of 71 STRUCTURE LIVING DETAILS AND BRIDGE 2:1 FILL SLOPE - TYPE I[ DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION [10-0 & 2 3 BCW-22 WF5 WF6 WFT WHI WH3 WING SIZE a LENGTH SIZE LENGTH SIZE d LENGTH SIZE LENGTH SIZE LENGTH From To Vary By From To Vary By from To Vory By From To Vary By From To Vary By - ----- ----- 4 3'- 6' 2'- ----- ----- ..... _. - - 4 8'- 6' 4 91 0' B -- -^ - - - - - 4 3'- 6• 2'- 6' 0'- lyz' --- - - - 4 to,- 0' 4 10, 7' 0 --- - _ __- - - 4 3'- 6• 2'. 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C�- /8 4 39- 6' 4 4I'-11• X 5 T-101/4" 0'- IV 91- 0' 7'- 5/i 0'- 1%- 4 8'-11- 2` 7• 0'- 2% 5 8--IIV4' T-I& 0'- V 10•- 1- 91- 1%' 0'- ye 4 41` 0- 4 43'- 6- Y 5 T' U'/e 5'- 6}'i 0' 1VZ 9'- V 6'- 8y2 0' lyz 4 91- 5' Y- 81/4 0'- 2%' 5 9'- 51/4' 8'- nfi 0'- 1' 10'- T 91- r 01 1' 4 42'- 6' 4 45'- 0' Z 5 B` Vi S.- 13/a 0.- 1y'e 9'- 2' 6'- 91/i 0'- 1%- 4 9'- 5• 2'- 5yi 0'- 21/a' 5 91 5'/i 8'- 2%" 0` %' 10'- 7' 9'- 4ye 0- ya' 4 44'- D' 4 46'- 7- AA 6 B'- Syz 5'-10' 0'- lye 9,1o, T- 21/z 01- lyi 4 9'-11, 21- S' 0'- 2'/z 6 9'-IIV21 8'- 6yz W- I' 1 1V- 41 9'-II' 0, 1' 4 45'- o' 4 47'- 9' BB 6 B'-Iafz 6'- 0• 0'- lye t0'- T r- Ole 0'- lye 4 101- 51 2'- 8Vz' 0•- 21/z 6 10'- 51jz' 9'- 1/e 0'- V Ilk-10' 10'- 5' 0' 1• 4 46'- 6' 4 49- 4- Cc 6 9' 6'/z 6'- 3%- 0'- il/e' II'- 1' T- 8%. 0' I 4 11'- 5' 2'- 8yz' 0'- 2�i 6 It'- 51/j 9'-IDV 0'- iVa IZ'-Io• fv- 21 0'- lye' 4 48' 0' 4 50'-I I• DO 6 10'- 21/e 6- 3•/i 0'• 1�j II•- r 7'- 7yi 0' I}i 4 12'- 5' 2'- 8- 0-- 3' 7 12'- SY4 IO'- 31/2• 01- 11/4' 14'- 1• 11'-IOY4 W- fyi 4 49'- 6• 4 52' 6' EE 7 10' 2yi 6' 01 0' lyi II' 10' T'- 71/i 0' Iyi 4 12' S' 2' 10' 0' 2)/e` 7 12' Sy'i t0' 6ya' 0' IV.* 14'- 1• 12'- 13/e• Sheet 5 of 7 WING DETAILS 2:1 FILL SLOPE - TYPE IT 1006.26 VIRGINIA DEPARTMENT OF TRANSPORTATION STRUCTURE AND BRIDGE DIVISION I BCW-22 DIMENSIONS BAR SPACINGS WING J K L M N 1V1 WV2 WV3 WV4 WHI WH2 WF2 WF3 WF5 WF6 WFT WEEP HOLES 0 P 0 R S T U V W X Y Z AA 88 CC DD EE FF GG HH JJ KK A 1'- 6' 4'- 0' V- O- 9` 0' 4'- 0' 8 81- 0' 6 71 6' - - - -- ----- I 1'- 3' -- 8 8'- 0' - - 6 T- 6' B 11 6' 4` 6' 1` D' -10' 6' 4` 0' 10 101 0' 8 10'- 0' - -- 1 01- 6' I 1, 3' - - 10 t0'- 0' ---- 8 t0'- 0' 0 1` 6' 5'- V V- 0' 13'- Or 4'- 0• 12 IZ'- 0' 10 12'- S* - - - -- 2 2` 6' -- 12 12'- 0' - -- 10 12'- 6' - --- F 1'- 6' 6'- 6' 1` 0' 16'- 0' 4` 6' 15 15'- a 12 15'- 0• -- ----- -- ----- -- ----- 3 3'- T -- ----- 15 15'- 0' -- 12 IS'- 0' G11 6' T` 0• I` 0' 17'- 6' 4` 6' 17 1T'- 0' 13 16, 3' - ----- -- ----- 1 01 6' 3 3'- 9- - - 17 IT'- 0' - 13 16'- 3' -- ----- H 11 6' T'- V r- 0' 19'- 0' S.- 0' 18 IS'- 01 14 17'- 61 -- ----- - - -- ----- 4 5` 0' -- ----- 18 ill'- 0' -- 14 1T- 6- -- ----- 1 1, 6' 8'- D. I'- 0' 201- 0' 5'- 0' 19 19` 0' IS t8'- 9' -- ----- -- ---- -- ----- 4 5•- 0' -- ----- 19 19'- 0' •_ ---- IS 181- 9' -- ---- -- J V- 6• B'- 6' 1` 0' 21'- 6' 5'- 6" 21 21'- 0' 16 20'- 0' -- - ----- 5 6'- 3- I 0'- 9' 21 Zl'- 0' -- ----- 16 20'- 0' -- ----- K 11 6• 91- 0' 1'- 0' 23'- 0• 5'- G' 22 22'- 0' 18 22'- 61 -- ----- - - - -- ----- 5 G'- 3' 1 0' 9' 22 Z2'- 0' -- ---- 18 22'- 6 L I, G. 91- G. 1'- 0' 241- G' 61- 0' IT 1T- 0' 19 23'- 9' B 6'- 0' - - - 1 0'- G' 5 6'- 3- 2 V- 3' 24 24'- 0- -- ----- 19 231- 9' -- ---- u I' G. l0'- 0- r- 0' 26'- 0' G'-- G' 17 1?- 0" 20 25•- 0' 10 T 6' - -- - -- 6 7` 6' 2 1` 9' 20 20'- Or 6 4'- 6' 20 25'- 01 -- ----- 2 N V- G' 10'- 6• V- 0• 21'- 6' G'- G' 12 12'- 0• 21 26"- 3- 13 9` 9' 7 T- 6- -- ---- 6 7'- 6- 2 V- 9- 22 22'- 0' 5 31- 9' 21 26'- 3' -- ----- 2 0 1, 6' it, 0' 1`- 0' 281- 6' V- D' 13 13, 0' 22 21'- G' 13 9'- 9' 7 31- 6' -- 1 8'- 9' 3 2'- 3' 23 23'- 0' 5 3'- 9• 22 27'- 6' -- ----- 2 P 1, 6' It, 6' I'- 0' 30'- 0' 71- D' 15 15'- 0' 23 28'- 91 13 9'- 9' 6 3'- 0' - ----- 7 8'- 91 3 2'- 3' iT IT'- 0' 9 G'- 9' 23 281 91 8 4'- 0' 3 0 1'- 6' 12'- 0' 11 0• 31'- 6' T- 6' IS IS'- 0' 24 3D' 0' 13 T- 9' 9 4'- 6' I W- 6' 7 8` 9' 3 2'- 9' 18 18'- 0' 9 6'- 9' 24 30'- 0' 9 4'. 6' 3 R V- 6' 12'- 6' r- 0' 33'- 0' 7•- 6' 15 IS'- Cr 26 32'• G' 13 9'- 9' 12 6'- 0' - ----- 8 t0'- 0' 3 2'- 9- 19 19'- 0' 9 6'- 9- 26 32'- 6' 10 5•- 0' 3 5 1, 61 131- 01 V- 0• 34'- 6' 8'- 0' 15 15'- 0' 27 33'- 9' 13 9'- 9' 15 7'- 6' -- ----- 8 10'- 0' 4 3` 3' 19 19, 0' 9 6•- 9' 27 331 T 13 G` 6• 3 T V- 6' 13'- 6' V- 0' 36'- 0' 8'- D' 14 14'- 0' 28 35'- D` 15 1 V- 3' 17 8'- 6• - ----- 9 111- 3' 4 3'- 3- 19 19'- 0' 11 111- 3- 28 351- W. 13 6'- 6' 4 It V- G' 14`- 0• 11 0' 37'- 0' 8'- 6• 14 14'- 0" 29 36'- 3' 17 12'- 9' 16 81- 0' -- 9 It'- 3• 4 3'- 9' 19 19'- 0' 13 91 9' 29 36'- 3' 12 G'- 0' 4 V V- 6' 141- 6' I'- 0- 381- 6' 81- 6' 15 151- 0' 30 311- 6- 17 12'- 9' 11 8'- 6' 1 01- 6' 9 11•- 3' 4 31- 91 20 20'- 0' 13 9'- 9' 30 311- 6' 13 61- 6' 4 M 1'- 9' 151- 0• V- 0' 40'- 0' 9'- 0' 15 15'- 01 31 38'- 9• 19 14'- 3' 11 8'- 6' 10 12'- 6• 5 4'- 3' 20 20'- 0' 15 11'- 3- 31 381 9- 13 G'- G' 5 x 2` 0• 15'- 6" 11 0' 411 6' 9'- 6' IT IT'- 0' 32 40'- 0' 17 12'- 9' 19 T- 6' -- 10 12'- 6' 5 A'- 9' 20 ZO` 0' IT 12'- 9' 32 40'- 0' 13 61- 6' 5 Y 2'- 0' 161- 0' I'- 0' 43'- 0' 101- D' 20 20'- D' 34 42'_ 6' 15 11'- 3' 19 9'- 6' - ----- 11 IT- 9' 6 5'- 3- 18 I8'- 0- 19 14'- 3' 34 42'- 6' 11 8'- 6' 5 Z 2'- 0' 16'- 61 1'- 0' 44'- 6' t0'- D' 20 20'_ 0' 35 43'- 9 IT 12•- 9' 19 T- 6" - ----- I 13'- 9` 6 5'- 3• 18 IS- 0' 21 151- 9' 35 43'- 3*, 17 B'- 6' 5 AA 2` 0' I7'- 0' I` 0' 45'- G' 10'- 6' 21 21'- 0' 36 45'- D' IT 12'- T 19 91 6' 1 0'- 6- 11 13'- 9' 6 5, 9' 19 19-- 0' 21 6- 9- 36 4S'- 0 IT 8'- 6- 6 BB 21- 0' 171- 6' I'- 0' 4T- 0' 111- 0' 21 21'- 0' 37 46'- T 19 14'- 3' 19 9'- 6' _- 12 IS'- 0' T 6'- 3' 19 19•- 0• 23 il'- 3' 37 46'- 3' 11 8` 6' 6 CC 2•- 0' 18'- 0 1'- 0' 48'- 6' 12'- 0' 19 19'- 0' 38 411- 6' 21 15'- 9' 23 It, 6' -- ----- 12 15'- 0' 8 7'- 1• 19 IS'- 0' 25 18'- 9' 38 41'- 6' 11 8'- 6' 6 DO 2'- D' 18'- 6- 1` D' 50'- 0' 13'- 0' Ili iB'- 0' 39 481 9' 23 IT'- 3' 25 12'- 6- -- ----- 13 16'- 3' 9 8'- 3' 17 IT, 0' 27 EE 2'- D• i9'- 0• I-- 0' tir 6' 13'- cr, IS IS'- 0' 40 50'- 0' 25 IB'- 9- 25 121- 6' -- 13 16'- 3' 9 8` 3' Sheet 3 of 7 WING DETAILS STRUCTURE ND 2:1 FILL SLOPE - TYPE T[ BRIE 1006.24 VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION WH2 WVI WV2 WING SIZE LENGTH SIZE a LENGTH SIZE LENGTH From To vary By Ea From I To Very By From To Vary By From To Vary By A 4 6'- 61 2'-10ye 3'- 7'f2' 2 4 5` 1/4' 2'- 31/e 0'- 4ya 71-17 41- 3- 0'- 41/e 4 5'- 0' 2'- SVi 0'- 5ya' B 4 61- T 2' 105/j` Y- IlVa' 2 4 51- 0/4' 2'- V 01- 4ye 7'- 6' d'- yi 0'- 4</a• 4 5` 6- 2` I• 0.- Sye D 4 9'-10' 2'- 91/e 3'- 6'/i 2 4 61 61/i 21- S/4" 0'- 4Vi 81- 6' 4'- 3' 0' 411.e 4 6'- 6' 2'-'/q 0'- 5V 4 4 - 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T- /4 2'- y'i . O'- 41/4. 9'- 0' 1 . 4'- /2 0'- 4V4" 4 15'- 0' 2'- 3y�i 1 . 0'- 5/4 V 4 341 8' 2'- 91/e 3` 6ye 2 4 T- 4'/i Z'- Vz 0'- 41/4' 9'- 41 4'- y4' 0'- 41/i 4 IS'- 6- 2` 4yz 0'- 5yi 1 4 38'- 3' 21-IIY 3` 6Vz 2 4 7'- 71/i 21 3'/2' 0'- 4yi 9` T 4'- 311/ 0'- 41/j 4 161 3- 2` 8'/i W- 5'/i x 4 38'- 4' 2'- 9y'i 3` 6%" 2 4 8` 61/i 2'- G' 0'- 41/4' 101- G' 4'- 5Y'i 0'- 41/i 4 17'- 0' 31- 0' 0.- 5yi Y 4 421 0' Z` 9y'i 3` 6y'i 2 4 9'- 71/i 2` 6y,• 0` 4yi 11'- T 4'- 6' 0'- 41/i 4 1T- 6• Z` Tye 0'- 5yi Z 4 42'- 1' 21 91/s' 3` 6y8•' 2 4 9'- Tfi 2` 61/4' 0'- 4'/i Il'- T' 4'- 6' 0'- 41/i 4 18'- 0' 2'- By4- 0'- 5yi AA 4 411- 81 21 9Ji 3` G%- 2 4 101- 1/i 2` P 0'- 4'/q 12'- 01 41- SYi 01- 41/i 4 18'- V 2'- 9' 0'- 5yi 08 4 45'- 3' 2'- 9 3'- 6Vi 2 4 10'- 1/i 2'- r 0'- 4y4' 12% 0- 4'- 6y/i 01- 41/i 4 19'- 0' 2'- 9y'i 0'• 5y<' CC 4 d5' 4' 2'-10' T- 61/e 2 4 91 3Vi 2'- 6yz' 0' 4yi 11'- 3" 4'- 6'/i 0' 41/i 4 191- G' 2'-IOyi 0'- St/, DB 4 49'- 0' 2'- 97/e 3'- 6'ye' 2 4 811IVj 2'- GY4 0'- 4Vi 10'-II' 4'- 6ye 01- 41/i 4 20'- 0• 2' IIVi 0'- 5yi EE 4 49'- P 2'- 9'/4` 3'- 6y'i 2 4 8 IWfi 2' Ski p' 4y4' 10'-10' 4'- 5yi 0'- M/a' 4 20'- 6' 3'- 0• 0'- 5yi BCW-221 Sheet 6 of 7 1 STRUCTURE WING DETAILS AND BRIDGE 2:1 FILL SLOPE - TYPE I[ DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION 1006.27 Z 0 ff U to W Z \9�6 iJ I A AFP Q1 Z 4 0 0 S W W Li- A. ��410�C° CL _ rro0 W _>� O d 0 U N j M It EL O O U1 N N ;, W N (C) (D O cfl Lfl D W Q) h +1 N C O to O 4 0 LL Uj Uj Q W 0 Z Uj W • ® O U W � 44e�e4� o U W 7 0 1L 00 0 Q N ad Q = ILL• N z Uj Z W F -� Q LAJ W Cf) 0 Z 0 W 0 Z G 7 Z 0 0 Z 0 41r Y Z 0 to = J tt� U U_ �- C r- v O CONSTRUCTION NOTES GENERAL 1. The contractor shall furnish all materials, labor and equipment and perform all work including restoration for the completed installation of the utility systems and all other improvements shown or implied as necessary for the completed facility ready for use. Unless otherwise noted, sppecifications for all work to be in accordance with applicable Standards and Construction Specifications of The Viz inia Department of Transportation, Virginia Department of Health, Frederick County Sanitation Authority and the contract documents. 2. The engineer has attempted to locate existing subsurface utilities; however, such may exist that are not shown. The contractor shall exercise care in this work so as to avoid damage to any utilities. Any damage shall be the contractor's responsibility. The contractor shall notify all utility companies 72 hours prior to construction. Call "Miss Utility" 1-800-552-7001. 3. The contractor shall be responsible for all construction stakeout. All dimensions, elevations and locations shall be verified in the field by each contractor prior to beginning the work. The Engineer will approve all cut sheets. 4. Any unusual subsurface conditions encountered during the course of the work shall be immediately brought to the attention of the Engineer and/or the Owner. 5. Contractor to obtain, at his expense, all permits required of this work and shall faithfully adhere to the permit conditions imposed. 6. All grading for improvements to be confined to the project area. Any work performed offsite is the Contractor's responsibility. 7. Cutsheets shall be submitted to the Engineer for approval prior to ordering structures and start of construction. All cutsheets should show existing ground elevations at centerline of utility, structure or road, and offset hub elevation. Frederick County Sanitation Authority CONSTRUCTION NOTES I. The Authority'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. The contractor shall adhere to the standards and specifications in effect at the time of construction. 4. The contractor shall coordinate with and arrange for inspection by, the Authority. 5. The contractor shall tie-in a new sewer line to an existing manhole by core drilling the manhole. 6. When on existing water (or forced sewer) main is tapped for the installation of a new line: a) The Authority shall furnish all labor and material. b) The contractor must: I. make application and pay deposit 2. mark the tap location 3. coordinate installation with the engineering -assistant. 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 contractor's 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 to 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 Authoritys 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 I" water services. d. For all 1 1/2' and 2" water 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 (detector double check valve or RPZ, as required). The assembly must meet ASSE standard No. 1015 or 1013. 11. All fire lines shall have a backflow prevention assembly (double check valve or RPZ, as required). The assembly shall meet ASSE standard No. 1048 or 1047. Any exterior, privately owned fire line shall also have a fire service meter. This assembly shall be installed immediately before the backflow prevention unit. Radio read remotes are required. 12. FCSA to review the mechanical plans) for design and material approval of: 1) the domestic water meter and its backflow prevention device, and/or 2) the fire service line's backflow prevention device. Sept 07 VDOT General Notes V1. All work on this project shall conform to the t editions Virginiacations prof curter edi ns of and latest revisions to the 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. Incase of a discrepancy or conflict between the Standards or Specifications and Regulations, the most stringent shall govern. V2. All construction shall comply with the latest U.S. Department of Labor, Occupational Safety and Health Administration (OSHA), and Virginia Occupational Safety & Health (VOSH) Rules and Regulations. V3. When working within VDOT right-of-way, all traffic control, whether permanent or temporary, shall be in accordance with the current edition of VDO'rs 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. p A ZT ffiNAME: r CERTIFICATION #: DATE: THE RESPONSIBLE LAND DISTURBER IS THAT PARTY RESPONSIBLE FOR CARRYING OUT THE LAND DISTURBING ACTIVITY AS SET FORTH IN THE PLANS. 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 rigbt-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 spneader. 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 f t its shall be submitted to VDOT daily,unless ified otherwise. In addition to checking stone pe rhfied copies o test repo spec g depths, a VDOT representative shall be notified and given the opportunity to be present during the construction and testing of the density control strip. 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 I 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 V20. Asphalt concrete pavements shall be placed in accordance with Section 315 of the VDOT Road and Bridge Specifications. Density shall be determined construction activity. VDOT approval of these plans does not indemnify the developer from this responsibility. 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 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 be present during the construction and testing of the control strip. incurred as a result of any field revision shall be the responsibility of the developer. 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 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. 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 P13-1. Where sot yielding, or 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 otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer contractor, various County agencies, utility companies and VDOT prior to initiation of work. and approved by VDOT. 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 V22. The foundations for all box culverts shall be investigated by means of exploratory borings advanced below proposed foundation elevation to determine hours advance notice prior to any required or requested inspection. the type and condition of the foundation. The contractor shall submit copies of borehole logs and report findings of foundation exploration to the engineer and VDOT for approval prior to constructing box. Foundation designs shall comply with VDOT Road and Bridge Standard P13-1. Contrary 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 to the Standard, where rock is encountered and cast -in -place box is proposed, the thickness of bedding shall be six (6) inches. Where soft, yielding, maintained in accordance with Section 3.02 of the Virginia Erosion and Sediment Control Handbook. Furthermore, access to other properties affected by this project or otherwise unsuitable foundation is encountered, the foundation design and/or need for foundation stabilization shall be determined by the engineer 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 approved by VDOT. 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 reedfied. V23. Approval of these plans shall expire three (3) years from the date of the approval letter. V10. Contractor shall ensure adequate drainage is achieved and maintained on the site during and at the end of construction. V24. VDOT Standard CG-12 Curb Ramps shall be installed where indicated on these plans and/or as specified by VDOT. V25. VDOT Standard Guardrail shall be installed where warranted and/or as proposed on these plans in accordance with VDOT's installation criteria. Final V11. All water and sewer lines within existing or proposed VDOT right-of-way shall have a minimum thirty-six (30 inches cover and when possible shall be installed under approval of the guardrail layout to be given by VDOT after grading is mostly complete. roadway drainage facilities at conflict points. V12. Any unusual subsurface conditions (e.g., unsuitable soils, springs, sinkholes, voids, eaves, 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 full 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 obtained 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. V14. All roadway fill, base, subgrade material, and backfill in utility/storm sewer trenches shall be compacted in six (0 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 fight -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. 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. Patton Engineers. Vicinity Map Scale 1 "= 2000' JUNE 23) 2008 Owner/Developer: Johnson Development Associates, Inc. 340 East Main Street. Suite 500 Spartanburg, South Carolina 29304 (864) 585-2000 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. Tim Kelly Comcast Communications 195 Rainville Road Winchester, Virginia 22602 (540) 504-0942 P.O.C. Art Coleman Shenandoah Gas P. 0. Box 2400 Winchester, Virginia (540) 869-1111 22604 P.O.C. Tim Hockman SHEET INDEX 1. COVER SHEET 2. SITE PLAN 3. SITE DISTANCE PLAN AND PROFILES 4. GRADING & EROSION CONTROL. PLAN 5. PROFILES do MISCELLANEOUS DEWLS 6. MISCELLANEOUS DETAILS 7. MISCELLANEOUS DETAILS EROSIONN' CONTROL 1. Prior to initiating any land disturbing activity, it will be necessary to schedule an on -site pre -construction meeting with public works st& 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) Suhdivision 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) ';.ubmittal 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 earl; 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 coristruction is not in progress. 6. Cc,„ractor 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. REVISIONS NO. DESCRIPTION DAZE RE15'D REVW'D APPV'D OWNER'S CERTIFICATE I hereby certify that the property contained in this Subdivison is with free consent and in accordance with the desires of the undersigned owners, proprietors and trustees, if any. Date Date Date ROAD CONSTRUCTED IS FOR ACCEPTANCE BY VDOT INTO THE STATE SECONDARY ROAD SYSTEM. H arris Rust & Associates Surveyors. Planners. Landscape Architects. Approved by Frederick County Zoning Administrator 117 East Piccadilly Street, Suite 200 Winchester, VA 22601 T 540.667.2139 F 540.665.0493 �pi,TH OF RONALD A WSLOWSKY, JR. No.20674 all O ONAL Site Plan Approval Valid for 5 Years From Date Shown Hence Date Project Number: 15761-1-0 Sheet Number 1 of 7 ,E OF PA VEMEN T NC PARKING C&�G --�' slcN i�— PARK CENTER DRIVE (VDOT 1323) PAVEMENT STRIPING VARIABLE WIDT+i-R/-/W= o SPEED LIM T 35 M _—�- GRA UEL NO PARKING SIGN T.M.# 54-A-36S N/F SKYWATER-WINCHESTER, LLC INST. #060003174 USE: VACANT NOTES: ZONED: M1 1. THE CONTRACTOR SHALL MILL AND OVERLAY THE ROADWAY SURFACE OF PARK CTR DR , THE ENTIRE WIDTH AND 100 FEET ON BOTH ENDS OF THE ENTRANCE. HOWEVER, THE VDOT INSPECTOR CAN AGREE TO REDUCE THE AREA TO BE MILLED AND RESURFACED BASED ON THE PAVEMENT CONDITIONS AT THE TIME OF CONSTRUCTION. 2. DESIGN SPEED LIMIT IS 30 MPH. 3. THE SITE IS OUTSIDE 100-YEAR FLOOD PLAIN BASED ON FLOOD INSURANCE RATE MAP COMMUNITY PANEL NUMBER 510063 0105 B, DATED JULY 17, 1978. W IF 1K MEW i ri r% i /I TRUCK TURN SCALE: 1"=20' v r '- v J \ � 2 /N-664 60 15 4- — A -- f �� ours R 11 tw 4.so MILLER M NSF o Q / ILLIN AN D OMP �I W v / IJ Og 9 7g C CY, U. / , PG / I USE. 25 MANUFACTUR ZONED- ING / � M1 DR y POND 6/0>>T88 / .4J/nA+/ Mile to Route 11 /N'L —96111101 X. PAVEMENT - / �2" 6�Q 8g l 1' / EX. PAVEMENT sa UGG TO BE REMOVED. ± ,-- RCP TO BE REMOVED. r _sag _4g��+D sa //� i c7N ♦ , _ / EX. VDOT R.&iW ENDS T EX. VDOT R.O.W O C D TAI L A STOP SIGN 8t AR qs ! (START OF AUJP T 'A'= --SPEED LIMIT SIGN �� / J/ I/ �NV==669.78 CENTERLINE OF X. ROAD) h • � � 35 MPH / •� V=669.01 s� (REFER TO SHEET 5 FOR PROFILE) � Ix,x . �� 4/ IN - 9 �� PROPOSED 50 FT WP NOTE 1 REQUIRED & TIE IN O c,' / VDOT R.O.W. / � � 3� / DETAIL SHEET 2 \ _SO � / 4 .00- _ - 0 — sr� -� sb� � / o UNDERDR'AIN PER U - ^ STD' SIGN &BAR �- (10) STONE o N TOP OF PAVEMENT 675.88 — —__ '� — — — — -- _--=—=a� -'`-- - w - - COLUMNS ATCH & MILL INVERT OF UNDERDRAIN 673. / ,/ / // // / / o x. E o B-2 ENT 1 B_ 1 (TYP) EX. PAVEMENT _ PAVEMENT STRIPING OU PIPE INV 672.90 / _ ROAD CL _ _ PROPOSED END STATE MAINTAINED P/ VE E T/ `�` o ROAD 3 4X9 EX. EDGE OF PAVEMENT BOX CUL VER TS EX. EDG OF PAVEMENT _ J — -- . CG 11 EDGE X PROPOSED �EX. VDOT R.O.W OF GRAVEL X f LID-4 � •� �? REMOVE EX. NO PARKING GUARDRAIL / PROPOSED 50 SIGN / ( �k. VDOT R.O.W. CONCRETE DITCH-1 INV=669.60 STOP SIGN & BAR / ♦ INV=669.55 / I / INV=669.57 \ lI T.M.# 54 A-36AD ETA L/ B NEW PAVEMENT SECTIN FORT COLLIER GROUP, LLC. -,1- o EDGE OF GRAVEL � --- ------ - ---- ---- ----- — \' ' f o SHOULDER " USE: VACANT d ` 18 RC P PIPE INV IN 674.8 INV OUT 674.1 T.M.# 54-A-36T N/F WINCHESTER INDUSTRIAL I PROPERTIES INST. #070000137 I USE: VACANT ZONED: H 1 ZONED: M1 �o / RIP RAP �� ` (C LASS 1) 151 C YS " AA I I I SAN. MH i _ (2049) TOP / —674, 60 ' 12 " /N= 66 Z 80 /. 72" OUT, 667.65 i / I "3 . o EX. VDOT R.O.W. ENDS 1i 6" DOUBLE -YELLOW I I CENTER LINE MARKING I A LINE MA CH LINE(1 +63.50) FOR ROAD EXTEN�ION SEE D' DA AND FLOYD PLAN DA D JUNE 200> i �m 1 N i PLAN VIEW SCALE: 1 "=30' EXISTING GUY WIRES bUPi L BOUP I-V-6OF BOX CULVERT/ / EX. EDGE OF SIIIR 01 48.0' T PER ' Tv EX. EDGE l' � ll l s a � ,9 � T STOP SIGN & MBAR v N EX. EDGE OF PAVEMENT REMOVE EX. DETAIL A EXISTING N.E. GUARDRAIL SCALE: 1 "=10' GRAPHIC" SCALD' 30' 15' 0' 30' 60' 1 INCH = 30 ft. HORIZ. 1 INCH = 3 ft. VERTICAL r•�r w i co TRIP GENERATION rrE, 7�' EDmoN Es'nMATEs THIS SITE AT FULL DEVELOPMENT WOULD GENERATE 3048 TP.D. LAND USE CODE.1110 Wght hdus#ria!) W Q 0 N z >:1 O O cf) o d- Ln z o U) 0 N cc � o 0 U > Ul U N O a v O N -« _,_, c0 cfl co 0 4.r a CN NN w 0 0 _v a) -c cn I— tL N 0 L � U' o = + z = a) O v CD LEGEND (a W a j NEW PAVEMENT SECTION =' Ij 2" SM 12.5A 2" IM 9.5 6" BM 25.0 10" 21 B AGGREGATE EX. PAVEMENT SECTION 2" SURFACE 8" BM 25.0 8" 21 B AGGREGATE Z WP-2 EX. PAVEMENT TO w BE REMOVED Cn B-1 SOIL TEST BORING NOTE: SEE DAVIS AND FLOYD PLANS FOR UTILITIES AND STORM STRUCTURES .. � TS STOP SIGN & AR EX. EDGE OF PAVEMENT 0 p�,pFR o o F}l. N o / REMOVE EX. � 111 / GUARDRAIL 1'RQPOSfD SHOD -- cr— / INV.= 69. 7 INV.= 55 V. 669.60 1° ---- U 6 1'� �� S• S`3 'N O �� �69 HEADWALL STRUCTURE SEE DETAIL BCT-DT 30.00 CONNECT NEW BOX CULVERTS (BCT-02) WITH EX. BOX CULVERTS. MATCH EXISTING WALLS AND INVERTS AT EACH END. WINGWALL STRUCTURE\ SEE DETAIL BCW-21. DETAIL B EXISTING S.W. GUARDRAIL SCALE: 1 "=10' Uj J F- I-- C/) W;z ck: a :2 o >_ W O 0 U W Q. 0 W �8 0 O Di o U W 0 i2 G� Q N O t` Pei = M Li 12 o LJ Z 04 > W W -j Q U LIJ = cn 0 V) V) = C7 z U) Q Q U 7 z z Ld y Zm U w U Ljj _ LA U) 0 0 U ►�..— u U 0 0 I 0 0 0 0 a T 01 c Q Q 00 0 0 (V t\ W U) 01 'D O / 0 a / w a y i N L 0 C Q) v 0 a y U a� 0 L o_ a 60 Tr' 4.50 D _ Q- _ O _ QD GG 4 iy d (START 4 ALIGNMENT 'A'= \W, CENTERLINk OF EX. ROAD) \ RE (FER TO SHEET 5 FOR PROFILE / d \ B / \ F.2777t Ilk \ wo�c� j \6, / ~---F� 7 0) ST . / —p MNS ---- — -�- — TYP � l r I / r N Bt2 GE OF PA VEMEN T �-GRA VEL - - t — —— EDGE OF _`_ -- -- — GRAVE` L r - 000, ol _ �. (c) 685 680 675 DATUM ELEV 67'0.00 A'7 I _ 1 Q / � a / C� / / X& J.. / Sd 411 C&G '" , ,'� / 75 ham--- --- PARK CENTER-. DRIVE 200 S1GNT DtSTAN - -(VDOT 13231 --�- 1 .r PANT STRIPING PAVEMENT STRIPING VARIABLE WIDTH_.- R—/ o w — 00 SIGHS- DiSTAr SPEED LIN IT 35 MR GRAPHIC SCALE 30' 15' 0' 30' 60' 1 INCH = 30 ft. HORIZ. 1 /NCH = 3 ft. VERRROAL ten" c'k A a)Cn .OA —B STONE AGGREGATE TOP 12" SUBGRADE 100% COMPACTED NEW PAVEMENT SECTION* NOT TO SCALE BASED ON VDOT APPROVED PAVEMENT SECTION PAVEMENT DESIGN SHOULD BE VERIFIED BASED ON SUBGRADE CBR DURING CONSTRUCTION. ten" clmrnnr- - — — — — — — — — — — — — — — — EXISTING PAVEMENT SECTION NOT TO SCALE OA B STONE AGGRE( RF _RAP ��/ (C E"ASS 1) - / 51 C'YS O 0 0 + 1 I I I ` MATCH LINE — 1 +63.50 PLAN VIEW , SCALE: 1 =30 CAW (111T rnrc- UD-4 JOINING NEW PAVEMENT NOT TO SCALE T 685 685 F- LLJ m 680 680 c� W x 675 675 DATUM ELEV 670.00 Sri r c0 -2+00 -1 +50 -1 +00 -0+50 0+00 0+50 1 +00 1 +50 2+00 -2+00 _ i I - o 7_ = U-L- --- I EXIS11N PAVEMENT URFACE ; un W U 2 0 0 0 tz 00 c0 u') r c0 `*^— W c0 000 ui r 10 c^^0 vi r c0 d^^ Y J r 10 V) W J r- c0 r^^) ai r c0 to^^ 4/ r c0 c^^D 6 r c0 t//o�� w/ r c0 t'�o^/� (6 r c0 'O^/) mil/ r c0 d � c0 00 r c0 MO 06 r c0 SIGHT DISTANCE PROFILE -LEFT PARK CENTER DRIVE t ' 18" RCP PIPE I INV IN 674.8 INV OUT 674.1 SECTION A -A From Stotion 0+00 to 1+63.50 NOT TO SCALE W I 1 i I_ I uj &ISTING PAVEMENT SURFACE I "' IC> = 4 c of a U a r L6 r c0 r LC5 r c0 00 L6 r c0 O co r c0 N co r c0 cfl r c0 d (6 r c0 r (6 r c0 d r: r c0 �— o6 r c0 L0 Od r c0 O 0i r c0 N 6 r c0 to 0i r c0 00 0i r c0 O o 00 (0 -1+50 -1 +00 -0+50 0+00 0+50 SIGHT DISTANCE PROFILE -RIGHT PARK CENTER DRIVE 1+00 1 +50 U W O 0 K 675 2+00 f1111111110 100 6 +11111♦♦11f U) cc Q) z D O O c o U) >, Z ui N o rn t4) a >IL �'� cn U N O U L L r O +� c0 (D W cn (D Cfl CO N N O O N o w r U-� Ln cn DC cn E- IL N 0 L � L > o = + O °) aW W F— f-- �W �d © > w � w >_ Q — V w CL U � � O CL U W 7 0 Q_ 0 O w w M K ) CL O W W > 7 W W —� Q U 2 cn o W cn z F, Q � U :2 O z Z 0 Z m � U N 0 o� 0 a T i z ry ai 00 0 0 [V N 3 0 0 n. w 0 q) a` v Y 9- a� •o a LEGEND -126 inRivp- 01�11 P V MENT STRIPING 0 L l r--\ i i VEL lb / P - _ 0 ---06 o- 041 67 y '^, LO D L0 - , -r UGG SV SVD li ti SVO / U F �J } �{`� r , r r J � J P 1 e i -w- -� ��-V4:39 �j RIP / ` V 74. �/ \ / f `✓" .7..�:� �r RAP _ , 9 6 r ,.,. VDOT CL A i GJ /� + ® 674.84 325 CYS,,.. e� - a W, oz 5 1 T 70 675. 4 ,: 1 r \ALIGNMENT g5 .00��O � � / �. . �, ,, � �- ._.. .-_ t START 0� _ 6 �` , � ( A / / 674 70 / - / ► -669 78 + - rt CENTER N� EX. AD) a / LI OF ROAD) 675.30 vCr:, / ,' V--669 0� REFER T c ., { = t y t \SHEET 5 FORPROFILE) � 74.96 � _ ,o \ ,i , 5 5 ti / 6755$ 675.04 ;: orc,�� ,. °_ i �i���., . _.__ 675.9 r x ,., r S T/C sleD I 675 59 •,. �'c� ? _ 75 6i'2.28 --- _ ,__.._._._.,,- _._ _._ _ ____--_ _ ._ �0 '675: _ 675 `44 -. . , ' J1 675.42__ I -- - 1....1 . 67, .86 2 - LO Q w: 675.85 676. 676.10 6T 27 6 50 -8 H�+ >� a•_ __ -� .._y I - _ NS ', .,...._ � - / 0 STONE '77 _` r - __ >t -'�h 4 w COL UM q _,��� PAVEMENT STRING ��h. 6�� / 6�� sA� 6 0 1. 0 2 ��� 1.27� \%* - -- _ - -��:� J t_w - 1 46 - - , LOD / / + 6 8. r3 4 'X9 ' g s / 1.37% 677.22� 1.4% QQX_CUL VER TS _ - _�r _ � - - 676.31HW - r- i 6.1 a ...f 67s.28 1 - �_ � -w o 28 ` _EDG �F GRAV � � _ �_ _____�.. _ .s� _. Q szs.3v` \ .as .��� '-- ' - EL 4 '676. ..� 3 .h 4 ____.. 7PVD 2.6, tit 1.31 r 67�-�3 / / 6 / 677.65 1- 67i.32x- J1 X A70.97 / - c r „ m I PV�� _._- ._ � ...__ � � , -INS. fi_ I 67 >> a _ _ - 6 i 9 677.32 3.453.0 P�/t�? �' PVC " ' // / t �' ��/ ------ 6 =, V. 669/69 I ii. O _- CONCRETE DI TCH S / CIP INV. 66, 7� � ! 69.E^.,� I 7677.8 5677.76 �. 0 t \ YAI V- 55 'r 5 .. INV=66"9. / j° /(0 s \ j'9 `4678. aR4A Me SOW E N0. TiTLE KEY SYMBOL zo io 0 20 40 o 678.32.67 678. d ' \ ( IN FEET)' \ i ,� ,�'(0) 3 18 OUTLET PROTECTION aP 1 inch = 20 ft. j R i P ,R A P \ s�a LASS I 678.50 678. 3.19 RIPRAP RR 51 CYS i \ 7 + , : I 678.92 EXISTING BOX CULVERT NOTES: 3 Q$ CIP based on Structure Inspection Report prepared by HSMIvrJ10/n6 � LE,,YELLOWI iCULVERT INLET PROTECTION 2008 Culvert Inspection Report dated January 16, 2008,t e \ \ CEN LSE following items shall be corrected, as applicable prior to extension of new culverts: 1- MA I I DRAINAGE DIVIDES 1. Repaair minor scour and undermining at inlets of b rrels ( v'; 16791 2 and 3 see sheet 2 E 2. Seal cracks in asphalt overlay. ti ` MATC LINE 3.05 SILT FENCE SF SF 3. Clean creek channel for positive drainage. . ` , ` v + %p ".LO I + 0 TEMPORARY STONE I (� 3.02 CONSTRUCTION CE ■ ENTRANCE FOR DESIGN OUTSIDE OD I ' `� SEE DAVIS & FLOYD P AN S ' DATED JUNE 2008 TOP_ 674 60 (2049 72 " /N� 6 EROSION & SEDIMENT CONTROL MINIMUM STANDARDS 12„ 67 80 0(� ] 66 1. Permanent or temporary soil stabilization shall be applied to denuded areas within seven days after final 7,Cut and fill slopes shall be designed and constructed in a manner that will minimize erosion. Slopes that 7 65� grade is reached on any portion of the site. Temporary soil stabilization shall be applied within seven days to are found to be eroding excessively within one year of permanent stabilization shall be provided with denuded areas that may not be at final grade but will remain dormant for longer than 30 days Permanent additional slope stabilizing measures until the problem is corrected stabillzatlon shall be applied to areas that are to be left dormant for more than one year. 0 --.. -.. _a_ o --T 675.30 - T .W.=675.03 co p 676.60 T.W.W.=67 .53 6' T.W.=675.49 / od0 T.W.W =675.22 1 -ZM/1 A) T.W.W.=670.72 8. Concentrated runoff shall not flow down curt or fill slopes unless contained within an adequate temporary 2. During construction of the project, soil stockpiles and borrow areas shall be stabilized or protected with or permanent channel, flume or slope drain structure, sediment trapping measures. The applicant is responsible for the temporary protection and permanent stabilization of all soil stockpiles on site as well as borrow areas and soil intentionally transported from the 9. Whenever water seeps froin a slope face, adequate drainage or other protection shall be provided project site, l a All storm sewer inlets that are made operable during construction shall be protected so that 3. A permanent vegetative cover shall be established on denuded areas not otherwise permanently stabilized. sediment laden water cannot enter the conveyance system without first being filtered or otherwise treated to Permanent vegetation shall not be considered established until a ground cover is achieved that is uniform, remove sediment. mature enough to survive and will inhibit erosion. 11.Before newly constructed stormwater conveyance channels or pipes are made operations, adequate outlet 4. Sediment basins and traps, perimeter dikes, sediment barriers and other measures intended to trap protection and any required temporary or permanent channel lining shall be installed In both the conveyance sediment shall be constructed as a first step In any land -disturbing activity and shall be made functional channel and receiving channel. before upstream land disturbance takes place. 12. When work in a live watercourse is performed, precautions shall be taken to minimize encroachment, 5. Stabilization measures shall be applied to earthen structures such as dams, dikes and diversions control sediment transport and stabilize the work area to the greatest extent possible during construction. immediately after installation. Nonerodible material shall be used for the construction of causeways and cofferdams Earthen fill may be used for these structures if armored by nonerodible cover materials 6,Sediment traps and sediment basins shall be designed and constructed based upon the total drainage area to be served by the trap or basin. 13. When a live watercourse must be crossed by construction vehicles more than twice in any six-month period, a temporary vehicular stream crossing constructed of nonerodible material shall be provided, a. The minimum storage capacity of a sediment trap shall be 134 cubic yards per acre of drainage area and the trap shall only control drainage areas less than three acres. 14, All applicable federal, state and local regulations pertaining to working in or crossing live watercourses shall be met. b.Sun�pce runoff from disturbed areas that is comprised of flow from drainage areas greater than or equal to three acres shall be controlled by a sediment basin. The minimum storage capacity of a sediment basin I5. The bed and banks of a water course shall be stabilized immediately after work in the watercourse is shall be 134 cubic yards per acre of drainage area. The outfall system shall, at a minimum, maintain the completed. structural integrity of the basin during a twenty-five year storm of 24-hour duration. Runoff coefficients used in runoff calculations shall correspond to a bare earth condition or those conditions expected to exist while ETA I L AT V-10the sediment basin is utilized. WALL D 18" RC P PIPE iNV IN 674.8 INV OUT 674.1 0 Z E&S Sequence ofConstrucdon a FastPhase: 1. Construction eatrance, 2. Install sdt fence, where applicable. 3. Install box culvert extension. �y 4, Install culvert inletprotection and oulletpmteeftoa A SecoadPhase: L Strip topsoil to stockpile area dapplicable. 2 Prmidevegetative cover ifover7days; 3 Instill culvertuaderaevessroad 'A". 4. Iaamtl culvertmletpmtectrom sad ondetpmtection. 5 Rougbgrade. 6. Install utilities (utility design provided by Davis & Hoyd). 7. Install madway stove base. 8. Fmrsh grade and paving• 9. SWdrag0f&9ftMbedsr=aotpaved 10. Seedstockpules ofsurplussois IL Siltfeoce, where applicable. 12. Removal oftempomrysv&watcoatmlmeawm _-b 16. Underground udlity lines shall be installed in accordance with the following standards in addition to other applicable criteria: a. No more than 500 linear feet of trench may be opened at one time. b. Excavated material shall be placed on the uphill side of trenches. c. Effluent from dewatering operations shall be filtered or passed through an approved sediment trapping device, or both, and discharged in a manner that does not adversely affect flowing streams or off site Property. d• Material used for backfilling trenches shall be property compacted in order to minimize erosion and promote stabilization. e, Restabilization shall be accomplished in accordance with these regulations. f.Applicable safety regulations shall be complied with. 17. Where construction vehicle access routes intersect paved or public roads, provisions shall be made to minimize the transport of sediment by vehicular tracking onto the paved surface, Where sediment is transported onto a paved or public road surface, the road surface shall be cleaned thoroughly at the end of each day. Sediment shall be removed from the roads by shoveling orsweeping and transported to a sediment control disposal area. Street washing shall be allowed only after sediment is removed in this manner. This provision shall apply to individual development lots as well as to larger land -disturbing activities. 18.0 temporary erosion and sediment control measures shall be removed within 30 days after final site stabilization or after the temporary measures are no longer needed, unless otherwise authorized by the local program authority. Trapped sediment and the disturbed soil areas resulting from the disposition of temporary measures shall be permanently stabilized to prevent further erosion and sedimentation. 19. Properties and waterways downstream from development sites shall be protected from sediment deposition, erosion and damage due to increases in volume, velocity and peak flow rate ofstormwater runoff for the stated frequency storm of 24-hour duration in accordance with the following standards and criteria: J (*.*,c U)CL Jg31CnCn N Z O C) O U o N (D >,Ln U) 0 N Q� >ro0) U N O 0 Q- 4-0C N M Qu W N o w q)= o 0 r �n Lo <n E- LL. N 0 L � L tQ _ , + ui o 'U-) C aW C H 15 3 Ix a• C:) v w 43 N.. N = N LL IL w" �- O U I Z W �. W U o N U) i_ 6 � z 71) O Z Z U Zm 3 in U Zi ri .■ U Q I 0 0 0 z s n d rn 0 0 0 ;v 1 Q e C o 0 U 0 c>. w 0 I N c U l7 a I c0 U c / a. 680 ; -- --- - - i I i STA: 0+32.87 ELEV:i 676.34 PARK C NTER EDGE/EX. PVMT. DIVE CONNECT EX. BOX CULVERTS 7.0' SAILOR-- - -'- - - --_1.---^TAr O �57.99 ELEV: 676.47�DGE/Ek PVMT. WITH BCT-02. MATCH EXISTING t__-EXIST. GRADE WALLS AND INVERTS EACH END. I r HEADWALL STRUCTURE E, I SEE DETAIL BCT-DT 675 10-YR HIN ELEV, 674.22 I i CRITICAL ELEV. 674.22 680 - - EX. HEADWALL EX, HEADWALL PROPOSED GRADE i I EXIS 9, i BOX 14A VERT 670 ' - - - - ----- - 1.08 I 0 0 ^ I CULVER 2 EX. INV. OUT= 62.6 FT CP@1.08% 669.78 1 - -- ------- ------- 669.01 2 nn N i EX. INV. I 669.22 3 GRAPHIC SCZ LO CO t i ELEV: 66 .55 30' 15' o' 30' 60' ��n j 665 CR C.0 to I ie, gn 1 INCH = 30 ft. HOR/Z. 1 /NCH = 3 ft. 1/ER77CAL DATUM ELEV a- O R N M IR -� (0 M 0) 670.00 cD Z J-nJ � Of a-,c0 CD Cfl - 3 UJ �Of � Q <L Q z Comm c� 0+00 BOX CULVERT PROFILE THROUGH BARREL #2 GEOTEKTdE DRAINAGE FABRIC UINDERORAIN SHALL BE CENTERED LWiR MW AND GUTTER (OVERLAP T-0" AT TOP) PAVED SHOULDER CEOTEXTILE lD" AT FABRIC ti�0" PAVEMENT [OVERLAP 1'-0' AT T(W) I kATER!!U� o - PAVEMENT :..:, �: s V o� nn tAvsTAa�iZED q �4" ARIL SLBGRADE • OUTLET PIPE �aASE ; , _ . 11 OUTLET PIPE SEE NOTE 1 4g7 AGGREGATE, 1t8 AGGREGATE OR (SRUSHIED SE 1 f-NOT 0" GLASS hEETNO M GRADATION REOMEMENT. 4-0 , 4" PEE VARIABLE 31 #57 AGGREGATE, #8 AGGREGATE OR CRUSHED GLASS MEETING #8 GRADATION REQUIREMENT. PAVED SHOULDER SECTION CURB AND GUTTER SECTION UP TO ELBOW, PI'E IS PERFORATED PRIMARY DIRECTION OF WATER FLOW NON PERFORATED OUTLET PIPE tTYPiCAL) 45' ELBOW CONNECTION - 45' WYE CONNECTION- TAY' SHEET 1 OF 2 vn - 4 ~--- tF TO ELBOW, --45" ELBOW PPE IS PERFORATED +iCOHx�CT70N -, FOR OUTLET PIPE TO BEGIN WITH 45' ELBOW OUTLET PIPE NO SCALE SPECIFICATION STANDARD PAVEMENT EDGEDRAIN tREFERENGE 24D REV 8/07 258 VIRGI IA DEPARTMENT OF TRANSPORTATION SD1 108.06 761 �FsL7 SP E E T Al79 CG-C- NC--�Z: 1- TH S TE`A KA 3= P=i:.CfS i f: CAS- IN FLACE. 2_ C1v ?: L I J HE CLASS A3 T CAST IN PI -ACE, 4CCO PSI I= PREC16-. 3. COLLATION CL fiRE & :):!T - ii HAV NG A RADIUS :A SCO FEET CR LESS :4 ()Id FACE 0= CURP) S,AI L 7" PAD =OR ?,S RADIAL COMBINATION CJRB & 'VTTER- 4 fCt2 USE WITH SI:81LLLiC OPLV-GRADED GRANA.;c LA" ER, THE BO-TOM CF -HE ' JR3 /.NJ GJ-TEP. SHE 3= CONSTRUCTED PARALLEL .O THE SLOPE wf 51,33ASE ,,,,U?SES At43 TO 7:1_ 0E>Tlt OF THE PA+VEVEN-. 5. A-LOWABL= M-ERV, FOR -l-E USE r F CG-6 'S 3ASb ON ,(UA,DV0AY CLAS5FICATION AND CESGK S?LLU AS SIIC'AN W A�PENCLY P. 2' R Or TILE VDGT ROAD DESIGN MANJAL P J n o P n n o y - - - - - ^ ^- - _ - - �'^•---- :HL JQ' TOY, 01- TtE CLRQ AND, GU-E? WAY BE GONS-P.UCTED f P/RA;L_L TO TPE SLOPE 0= SUBEASc C.LRS_S PROVIDED A -- MUWAA.A 3-Y-1 Cr T' IS AIANf ",IUD. ` -HIS AP,EA MAY BE CCNCRETE AT THE D"PT'CN OF THE CONTRACTOR SPEC ='CATION REF=REP.C= + - n r� F C'Ok/IBINA.. INN 63 C'URE. & CU_7 _R kH5 .i02 REV. ti/Cs +IRGiNA DEPARTMENT GF RA15.'D?TA-ION. 2D1.03 i i I LqW I POINT ELEV = 67.28 LOW POINT STA = 0+2 PVI STA = 0+62 .86 �' 02 PVI STA = 0+27.0 PVI ELEV = 678.30 PVI ELEV = 677.08 A.D. _ -2.49 6 A.D. = 5.7540 K = 16.0601 40 30.00r NC j {i N O O � 04 C� � N cC N 00 0 O 0 U j cn v c� �-z m- -----m W FINISHED GRAD - -,� AT 5 � i W z ----------EXISTING GRADE AT C = U Q STA: 0+00 ELEV: 677.69 zLq 1 W N Nri Cl-o d U + J U) it C M0IB0 O� ��-� ap cd (o (0 (ID (0 (Df 0+00 1 +00 PROFILE- PROPOSED ACCESS ROAD "A" GEOTEXTILE DRAWAGE FABRIC PAVED SHOU��2 (OVERLAP P-W AT TOP) STABILIZED OPEN y�N0210 AGGREGATE GRADED DRAUNCE PAVEMENT LAYL-R f" SUBBASE LAYER - V " PPC SUBGRADE[ Ot)TLFT PIPE LONGITUDINAL PERFORATED PIPE TYPE OF PIPE CRUSIItd6 STRENGTH T " H011I. DMIETER SMOOTH WALL PVC .103 CORRUGATFn PE AASH{TO W-252 SEE NOTE 1 #57 AGGREGATE, #8 AGGREGATE OR CRUSED GLASS FETING 48 GRADATION REQUIRE]WE'lT. NON -PERFORATED OUTLET PIPE FOR USE UNDER COMivERCIAL ENTRANCES AND FOR OUTLETS 1 tED(E ( PAVED SFbIACEiU PAVED SHOULDER SECTION (FOR USE WITH STABILIZED OPEN -GRADED DRAINAGE LAYER) TYPE OF Pft CRUSHING STRENGTH 7 " NOM. DIAME'T SMOOTH WALL PVC .103 SW)OTH WNI PEE 70 PSIiExx UNDEMAAM SHALL BE COWERED UNDER CURB AND GUTTER. 3f WELL THICKNESS INN - INCHES �(X-X TESTED ACCORDING TO ASTM D-2412 AT 5Z DEFLECTION. GEOTEXTILE DRAWASE FA RIC (OVERLAP P-O" AT TOP) DOWN GRADE STABS PAVEMENT --ES SHOULDER OPEN GRADED DRAINAGE LAYER - - a -SEE NOTE 9 -� RIGID SU$8ASE LAYER MAIN LiNE PAVEMENT NON -PERFORATED E Y CONECGTION UB SCfWEA" -' TLET PIPE _EP . SEE NOTE 1 - - §M- 61-00- - - - - - - #57 AGGREGATE, #8 AGGREGATE OR CRLLSI iED " PIPE CLASS MEETING #8 GMAT10N REQCiREHENT. VD. LD-4 REQ'D. / STD. UD-4 REQ D. CURB AND GUTTER SECTION OPEN DRAINAGE LAYER) SHDULLD°z (FOR USE WITH STAB UZED -GRADED PAVEMENT r 3 NOTES: FS EPr g 1, a" hfNAMUM. PROVIDED ATTAINING MIN MULi 4" OF AGGREGATE ON TOP OF PIPE EDGEDRAWS �1 GORE AREAS 2. WHEN THE LONGITIJDNAL PIPE CONNECTS DIRECTLY INTO A DRKNAGE SIRUCTURE (DROP TNLET, IAN*1OLE. £CT.), NON -PERFORATED OUTLET PIPES ARE NOT REQUIRED. 3. INVERT ELEVATION AT OUTLET END OF OUTLET PIPE TO BE A HRBNKU OF T-O" ABOVE INVERT ELEVATION OF RECEIVING DRAINAGE DUTCH OR STRUCTURE 4. ALL CONNECTIONS (ELBOWS. WYES, ETC.) WITHIN PAY LIMITS FOR OUTLET PIPE ARE TO BE OF THE SAME CRUSHING STRENGTH AS THE OUTLET PIPE. 5. OUTLET PIPES ARE TO BE INSTALLED ON 2% MIN_ (31 DESIRABLE) GRADE AND LOCATED EVERY 35D'MAXIdUM OR AS NOTED ON PLANS. 5. OUTLET PiPE TO BE SECURELY CONNECTED TO EW-17 OR OTHER DRRNAGE STRUCTURE. 7. WRHN THE LIMITS OF A COMMERCIAL ENTRANCE, NION-PERFORATED PIPE SHALL BE PERT OEM L ENTRANCE SIDEWALK OR UNPAVED SPACE PIPE TRENCH WITH AGGREGATE PERFORATED U}NRDRAIN PEE UTILIZED IN LIEU OF PERFORATED PPE. MA]F1LLr•E ROADWAY B. THE LENGTH OF PIPE BETWEEN THE WYE CONECTIRJ AND THE EW-12 SHALL BE ST'D- CURB LUAITED TO NO MORE THAN T-D" TO PERLBT CAMERA INSPECTION OF THE MAN LINE b GUTTER UNDERDRAIN BETWEEN THE LIMITS OF STD. CURB IN EITHER DIRECTION. COMMERCIAL ENTRANCE CURB RETURNS & GUTTER �W&L BE NOWPERFORATED PIPE 9. IN SITUATIONS WHEN FULL DEPTH OF STABIUZED OPEN -GRADED MATERIAL CANNOT BE MAINTAINED UNDER CURB AND CUTTER. NO.218 AGGREGATE SHALL BE USED UNDER CURS AND GUTTER. NO. 21 B AGGREGATE MAY ALSO BE USED FROid TOP OF STABI.IZED OPEN -GRADED NATERML LAYER AND CURB AND GUTTER. SHEET 2 OF 2 SPEaEtEFEE11134CE 24-0 STANDARD PAVEMENT EDGEDRAiN 258 REV 8/07 701 VIRGINIA DEPARTMENT OF TRANSPORTATION t08.07 I I WADM TO BE AS I I I A-1 STREET APPROACH SAME SURFACING a AS MMUNE ROADWAY ISU NOTE 6) GENERAL NOTES SHOWN ON PLANS) C+ C s?i 1_ WHEN CG-TI IS USED FOR STREET CONNECTIONS NECTiONS THE - - - - - - - + CONE MUSTDEMIED AORDW a UZ4DIIS TO BE AS WITH OE APPLICABLE RAOIh _ CONABU HATiC01 SHOWN ON PLANS) REA )IREMENTS OF THE VDOT ROAD DESICN UANUAL CURB AND CUTTER CG £n ( NOTE 7) 2, WW N THE ENTRANCE RADI C/:MT ACCOMODATE THE TURNING REQUIREMENTS OF ANT1CIPATED HEAVY TRUCK (f �I TRAFFIC. THE DEPTH FOR SIDEWALK & CURB RAMPS WITHIN THE LDIWTS OF THE RAM SHM" BE SIDEWALK I 1 ( INCREASED TO 7'. (SEE NOTE 2) 6u i rn t OPTIONAL 5" FLOW � W LINE 3. WHEN USED iN CONJUNCTION WiTH STAi MM CG-3 OR CG-7, THE CURE FACE ON THiS STANDARD IS TO BE ADJU6TE4 TO WATCH THE MOLWTABLE CURB � EXPANSION � � � N CONEXAk2AT16H. JOINT 4. SEE STANDARD CG-12 FOR CURB RAMP DEIGN TO IE NOTE= WtOTH "H" 2'-0" OR AS MANLI'E ROADWAY 1 WITH TF STANDARD. SHOWN ON TYPICAL. SECTION. AEI 5. OPTIONAL FLOWLNE MAY REQUIRE WARPING OF A PORTION OF GUTTER TO PRECLUDE PONDING OF WATER. PLAN VFW ENTRANCE NOTES 6. PUPS PIE TO INDICATE WHEN CONISTTWTION OF A FLOW MAINLINE ROADWAY SLOPE IS QIR TO PROVIDE POSITIVE DRAINAGE ACROSS KYPARASOLIC CURVE T� EDGE OF SHOLLDER OR a NA>` SLOPE CHANGE ® D _ 7. MAW-PIIE LPAVEMENT SHALL BE CONSTRUCTED TO THE R/W LINE: (EXCEPT ANY SUBGRAOE STABILIZATION OPTIONAL FLOW LW -- r D REQUARED FOR MAINLINE PAVEMENT WHICH CAN IBE WAINLWE ROADWAY ' - - - - - `-- - -- - -- - -_. OMITTED LN THE ENTRANCE-) 6x MAle D S. RADIAL CURB OR COMBINATION CURB AND GUTTER SLOPE CHANGE D SHALL NOT LE CONSTRUCTED BEYOND THE R/W LINE EXCEPT FOR REPLACEMENT PURPOSES 40'bWMJtA FOR STREET CONNECTION 9,. THE DESIRABLE AND MAXi+IIM ENTRANCE GRADE CHANGES 20'MIIMiMi FOR "D" ARE LISTED IN THE ALLOWABLE ENTRANCE GRADE 5'F.IAL COMMERCIAL. ENTRANCE TAME THE ES VALUES ARE NOT APPLICABLE TO STREET CID® CONSTRUCT GRADE CHANGES WITH A PARABOLIC ate, ALLOWABLE ENTRANCE GRADE CHANGES SECTION A - A B ENTRANCE VOLUME GRADE CHANGE 'D" DESIRABLE IAAXDdUN Hlgi H1oRE THAN vPD a x 3 x MEDIJHL 500-1500 VPD s s x 6 x LOW LESS THAN N 500 VPD S 6 x ex ;L aLi- _j0 LL d m Q Q f� C) O _of r; 30 W LL Z) z_ U) z g z 0a U W, CG� e NOTE, ALLOWABLE ENTRANCE GRADE TABLE IS NOT (SASS AMAy , • s b 6 ' } APPLICABLE TO STREET CONNECTIONS CONCRETE SECTION C-C SPECIFICATION REFERENGE METHOD OF TREATMENT- CONNECTiON FOR STREET INTERSECTIONS soz APED COMMERCIAL ENTRANCES REV B'07 VIRGIN IA DEPARTMENT OF TRANSPORTATION 20104 WP-2 DUAL i J{ 1 "4 K- CZOTEXTILE � c• F AEPo ----' I ON A -A SECTION B-B DETAIL 2 }H DE-A'L 3 '4 N' L ."p���+y� i O°Yf _ 1 l W `y "IN. 3S 11 } 4 - 1 ' •x- L f SEC f ION A -A TYPE CF OUTLET PRO -EC -ION MAT=VIAL CLASS 1 ` EC-3 TYPE 3 VAXIMJw 01, LET VELOCTY (f;;IR OLSIGN _ :u�L,uM '• 6 tps NIA CLASS 2 CL,1SS A' DRY Rl>:ZAP 3 rpr 2 0' CLASS 3 CLASS -_ CRY RIP'RAP fFS 25, C-ASS T CLASS I CR" RIP'RAP i9 'p_ 36" errF�.c:. 734 t r r! "_ Jr 'CEOAF3RIC LE" EXTILT- ,E SEC`ICN A A NOTES - FOR 'MULTIPLE AWE 14STP_LATIO'a5. D6{_N5'ON S IS TO DOVE?V III: P?CTLCTICK OUTSIDE TFE CI-ANNEL 11IDT- CV., 2- ON A\Y INSTAL-A-1QK REQUI4NG rUL`!ERT OU-LET PRO-ECTiON IF-kRE NO ENCiSALL OR E\CSECTIC,. IS SPECK EC ON TH_ PLANS. CONSTRJCTIOl 15 TO BE iN ACCCRDANC= WTF CETA.IL 2 S-K;WN ABOVE. 3. C=CTEXTILE =ASRIC -0 BE N5-AL-ED UND=R C-ASS 2. 3..41D 4 MATERIALS IN ACCCRD.M CE VOTH THE S'=CFICA-IONS. G. S CF CIRCJ:.AR CU_VERT CR SPAR FOR a:)X, ELLIPTICAL OR ARCF CULV7?T. It - UI"If.IE? M CIRCJiAR CtI..V-:RT ::H MS:./HEIGHT =CR BOX.=LLIF,.ICA OR SR�i CJLVL?I. 5. PLNI ANC ''EC-1CN DETAILS CEPICT ^LASS 2, 3, AVD c MALT-RIkS. rOR CLASS INSTALLATION CETALS SEE EC-3 TYPE E STA•:C^RC CRAW'ry3. x 7S° TYPICAL SECT? 13 SHO:',W ON FL,*NS FOR SIDE 'LCFE, EOTTCM WIDTA AND DEPT- OF CHAT NEL OR 4?.TCH EXISTNG DITCI- OR NATURAL GROUND. OUTLET PRCTECTtCK iMINTAUM L=NSTH (L) -Y A 1V :7%:_). AT ON SFi TYFE 3 INS-AL-A-ICN 5F CULVERT OUTL- T PR[�TEC T !ON vR31NIA DEPARTMENT 3F T?ANS'DRTATICN REV. 9/CIE •1a.01 f-rt a+j EDGE CF ISiNC3 PAVEMENT I j fay DETERMINM IN FEW) TAM COAT THE PROPOSED CONSTWCTION JOINT CxlST&IG ASPHALT LAYERS PROPOSED ASPHALT LAYERS ------EK, SU BBASE FRS SUBBASE ^^ --- CONPA:TED SUBGRADE CONSTRUCTION .DINT DETAIL M Fn4OVE EMT'MG ASFIrMT LAYERS TO EXIM1NG :SASE AND RfFL-ACE WITH PROPOSED ASPHALT YfiTaM LAYERS ® PROPOSED WNWM I fa NCH THICK ASPHALT SURFACE OCUIRSE (SEE NOTE 5) m 107$1116t t2 INCHES. OR GREATER AS NECESSARY TO ABUT TW FULL TH001ES4 OF EXLS M ASPHALT LAYERS As DETERNID" BY COIRES (SEE NOTE 3) NOTES; t ASP}LN_7 PAVpIEFt7 W®f'27o1G 51•U1.L HAYS A PAVFIMH7QT DE$i^.,N 7F[ f�COimANCE WITH Ct1Cd2_FNi- Vp0'C PRbC£7UtES Atoll) 3E APPROVED 8Y TF� F,NS�+lI;�.R. 2. THE PAVEMENT DESIGN FOR ASPHALT PAVn&NT WVM4G SHALL MEET OR EXCEED THE DEPTHS AM TYPES OF TIE LAYERS OF' E'XGFM PAVEMENT_ SUBSUWAGE URARIAGE OF THE 04STM AND PROPOSED PAVEMENT SHALL BE "RESSED IN THE PAV0434T DMGN. .3. A MINIMUM OF THREE CORES SHALL BE THEN ALONG THE CWTER G;; THE ADJACEM TRAVEL' LANE TO DEiERM*C THE TYPE Aim T'Ht Wf LESS OF EXISTING PAVBE2T LAYERS THESE CORES SHAD- BE SPACED NO MORE THM SW P=1 APA7C_ 4. THE ADJA>rM TRAVAIL. LAME SHALL BE MUM A 1IIf01UM DEPTH OF 1 lh INCHES AND REPLACED VMH AN ASPHALT SURFACE COIF TO MATCH THE PROPOSED PAVF.itiEW WID04 G SUIRFA+C£ COURSE. UNLESS WAVED BY 7�E ENGINEM 5. TYIE ENQ EER MAY REOLI RE THE MILLING DEFN OF THE EMI'RNG PAVEMENT TO BE ADAISTED TO ACHIM Ali ACCi;PTABLE PAVIENT CROSS -'SLOPE AM EFFECTIVE SURFACE DRNiACE- 6. EXISTING PAVEMENT WIR"iGS AND MARIOERS WITHN THE PROJECT LMTS SHALL. BE RESTORED SUBJECT TO THE APPROVAL OF THE ENGINEER. 7. FINAL TRANSVERSE PAVEMENT TEAK SHALL CONFORM TO THE TEQUEtELIENTS OF SECTION 3'I&O5<0 OF THE SPECIFICATIONS EXCEPT THAT ALL JOINTS AT 11E N LOCATIONS ALL BE TESTED M4G A 10 FOOT STRA[WIMIGE IN AOCORDANC£ WIT" THE 1j4UlRDAEAITS OF ACTION 3'iS.C(7ta) OF THE EV 11/07 � 30s' .02 ASPHALT PAVEMENT WIDENING FOR V#ZMW SLF.IECT TO TWFM VRG"'.,AA iEPARTMW OF TPJ*4SPCRTATiON TURN LANE ARROWS Tern orronvs recu'red in cc--ordome with the following, unless othe wise directed by the En�neer. TURN LANE LENGTH 1 Arrow located of be •'nRag of fugwidth htn tune. 30Y or ["or: 3 crrawa { 1 Arrow located of IrrdpoEst of Futl,riR li torn June. E 1 Arrow located 5D' back from atopbor or aid of tome W. t lkros tac4ied at beg :^.Ritng of Sal width turn torte. 300' Vr 6rsy= 2 Qrrows 1 Arrow located 50' bock fram stvpbar ar end of km Rv- ne at the begiStop ao6d ydbw firring 10'White Skip Um of -he rceg- --. - 1 -Bottom of o-r0w at beg"rvimg of fdl%idth turn Lane. DETAIL FOR LOCATION O EDGE LINES ON CURB Si`CTIONS OF ROADWAY (NO GUTTER) y s y t Y r 4" Narking No edge line required where curb and getters present unless inckcated by the �'�y,l Emgneer. 4" SKIPS T'.Tru lone:: U5C 10'Skps / 30'apacing. Trarm"tscrrt more than 100'R use nri skips ('slops / 4'spadng). TrarcaGom; SOD' or Ins= do not use snips. �nS 345 2' White skip &ne 4' $Pocinq W_ Solid white line Tt•. 1- - o end of L^ansiti0<n --R _ _ _ _ _ _ unI=3 V wtytl rvwrC by the Eng tear, No edge fine required where curb and gutters present u:nlam inckc-ated by the Erngmeer.. Notes: Stop tors, if required by the Engineer, sha0 be a rnmanfm of 4• in advcrce of the crosswasL h the obsence of o marked crosswaU,tne slop ba 511011be o n*imum Of 4•o.'td o mazrrwm of 3G' in cavantce of the neares_ edge of the intersecting r4004woy- Stopbors shag be 2' in width Arrows dKA be in accordance with the Federal MUTCD- Spacing between double sold yello•. Imes shcQbe W1. TYPICAL PAVEMENT MARKING FOR UNSIGNALIZED INTERSECTIONS Vt2GlNIA DEPARTMENT OF TRANSPORTATION it 0 T_ O 0 O 30" LEGEND, BORDER - WHITE (REFL.) BACKGROUND - RED (REEL.) STOP SIGN - DETAIL NOT TO SCALE STANDARD STOP BAR 24" WIDE WHITE (THERMOPLASTIC TYPE B, CLASS I) ROADSIDE SIGN RURAL. DISTRICT ♦ i !1 Not less than c �. 1.$ m o E (6 ft) z boom ................... STOP SIGN PLACEMENT � r s r • L • • s • Fes, n N 0 _0 c� O C� • 3 . O cr) o LL0 z in N � d- U N CD W° o L r\ Lri + W C to o v1 c0 tD *'+ C N O O W d d- cn F- U. .y >, L � Cn ,V + z U) C O =L 0. Li 0 W o> w O C! U Q Z O W a co 0 Q < CD W w 0 N z = L_ CL W 0 Z } LO W 7 W � _I Li- f^ 4 Ld 0 o (n 0 z O 7 z z Y z 3 0 W = 1 [� Q Rr�r�n2 DIMENSIONS REINFORCING STEEL PAN HGHT TI TZ T3 T4 A B C D E F BHI BH2 BH3 BH4 BVI BV2 V- V3 _- �m �N s �� m� O J.- W Z O W J... Z �? N VI 2 V U N U �. U W J N N Z V 0. U VI U F- U W J N V1 Z V R i in a a U W J 1v Z V d N U a b U W J N N Z U Qom. N U U W J ~ V) V 6�. i) (A a F U W J 3 1 6- 8' 8' 8' 9 1 91- 0' IB 9- D' I 1'- 0' 4 12- II'- 2' 4 IT 11` 4- - -- ----- ----- 4 12' 2'- i'/a 2'- 0' 4'-G' 4 IY 4'- 0' 4 12' 4'- 0' 3 4 1 8- 8' B' 8' 9 1 9'- 0-1 IB 91- 01 2 T- 0- 4 12- II'- T 4 IY 11` 4'. - - -- - 4 12' 2'- 1)/4 3' 2' 5'-0' 4 IT 5'- 0' 4 IT 5` 0' 4 3 8'/i 61/q B' 8' 12 12'- 0-1 24 12'- 0- I 1'- 0- 4 1 i2' 13'- 9- 4 Q' 14'- 4- 4 1 12` 1 2'- 3%' 4'- 4' 4 12' 2'- 3ya 2'- 8'/4' 4`9' 4 le 4'- 0' 4 12' 41- 0' 4 4 8'/i 8'/i 8' 8' 12 12'- 0-1 24 12'- 0- 2 2'- 0- 4 IT 13' 9- 4 IT 14' 4- 4 12' 2- 3% 4'- 4- 4 IT 2'- 35;' 3'- V14 5'-3' 4 IT 5'- 0' 4 12' 5'- 0' 4 5 8'/i 8'/4' 8' 8- 12 12'- 0' 24 12'- D" 3 3'- 0' 4 12- 13- 9- 4 12- 14'- 4' 4 12' 2'- 3% 4'- 4' 4 12' 2'- 3%' 3'- 8'/.i 5'-9' 4 IT 6'- 0' 4 12' 61- 0' 4 6 81/i 81/4- it 1 8- 12 12'- 0' 24 12'- 0" 4 4'- 0' 4 12- 13'- 9- 4 IT 14'- 4' 4 12' 2'- 3%' 4'- 4' 1 4 12' 2'- 3%' 4'- 2)/4' G'-3" 4 IY T- 0' 4 IT T'- 0' 5 3 8'/i 8'/a' 8- 8' 15 15'- 0' 30 IS'- 0^ 1 P- 0' 4 II' 16'- 4- 5 11- I1'- 4- 4 11- 2'- 6- 4'- 9' 4 II' 2'- 6' 2'- 81/4- 4'-11' 4 12' 4'- D' 4 12' 4'- 0' 5 4 8V4' 81/4' 6' 8- 15 15' 0' 30 15'- 0' 2 2'- 0' 4 10- 16' 4- 4 10' IT'- 4• 4 10' 2` G' 4'- 9- 4 10- 2'- 6' 3'- 2'/e' 5'-5- 4 12' 5'- 0' 4 10- 5'- 0' 5 5 81/i 8/4' 8- 8' 15 15'- 0' 30 15' 0' 3 3'- 0- 4 10- 16' 4' 4 ID' 17'- 4- 4 10- 2` 6' 4` 9' 4 ID' 2'- 5' 3` 81/4' T-IV 4 IY G'- 0' 4 10' 6'- 0' 5 6 81/4' 8'/i 8- 8' 15 15'- W 30 15'- 0' 4 4` 0' 4 10' 16'- 4- 4 IT IT'- 4' 4 10' 2'- 6- 4'- 9- 4 10- 2'- 6- 4'- 21/4' 6'-5- 4 IZ' 7'- 0' 4 10' 7'- 0' 5 1 8'/j 8'/4' 8' 8' 15 15'- 0' 30 15'- 0- 5 T- 0' 4 9' 16' 4- 4 T IT'- 4' 4 9' 21- 6' 4` 9' 4 9' 2'- 6' 4'- 8'/q' 6'-11, 4 IT 8'- D' 4 10- 8'- 0' 6 4 9y4- 9y4' 8' 8' I8 I8'- 0' 36 18'- 0' 2 2` 0' 4 11- 18'-i I' 4 [V 20' 4' 4 IV 2` 8 5'- 2- 4 1 P 2` 8%' 3` 3Y4 5'-9' 4 12' 5'- 3- 4 1 10' 5'- 3' 6 5 9Y4' 9Y4 8' 8' 18 18'- 0 36 18'- 0' 3 3'- 0' 4 10- 18'-I V 4 10- 20'- 4- 4 IQ' 2'- BV 5` 2- 4 10' 2'- 8%. 3` 974' 6`3' 4 IT G` 3- 4 1D' 6` 3- 6 6 9j`i 9yi 8- 8- 18 18'- 0' 36 18'- 0' 4 4'- 0' 4 10' I81-11' 4 10- 20'- 4- 4 10- 2` 83� T- 2' 4 ID' 2'- 0% 4'- 3Y4 6`7 4 IT 7` 3' 4 10' 1.- 3' 6 7 9yi 4j4 8' 8' 18 181- 0' 36 18'- 0' 5 5'- 0' 4 9- IB'-I I' 4 9- 20'- 4- 4 9' 2'- 8 5'- 2' 4 9- 2'- 8}/g' 4'- 9Y, V-3- 4 IT B'- 3' 4 10' 8'- 3' 6 8 9yi 9yi B' B' 18 18'- 0' 36 18'- 0' 6 6'- D' 4 9- I8'-il' 4 9' 20'- 4' 4 9' 2'- 8yg T- 2' 4 T 2'- 8%' 5'- 3yi T-9' 4 12' 9'- 3' 4 le' T- 3' 1 4 9%2 91/2' 8- 8' 21 21'- 0' 42 21'- 0' 2 2'- 0' 4 T 21'- 6- 4 9- 23'- 4' 4 T 2'-IDy4 5'- 6' 4 9' 2'-1DY4 3'- 3%2' 5'-11- 4 IZ' 5'- 3' 4 9'/p' 5'- 3' 7 6 9%i 9'/z 8' B' 21 21'- 0' 42 21'- 0• 4 4'- 0' 4 T 21` 6' 5 9' 23'- 4' 4 9' 2' 1q4 5` 6- 4 9- 2'-1OY4 4` 3%{ 6'-IV 4 IZ* T 3- 4 8%{ V- 3' 1 B 9yi 9yi 8' 8- 21 21'- 0' 42 21'- 0' 6 6` 0' 4 8' 21'- G' 4 8- 23'- 4- 4 8' 2'-IDy4 5` 6' 4 8' 2'-IDyi 5'- 3Y4 7'-1V 4 12' 9'- 3' 4 9' 9'- 3' 7 10 9y4- 9yi B' 8' 21 21'- 0' 42 21'- 0' 8 8` 0' 4 8' 21'- G' 4 8' 23'- 4' 4 8' 2'-1Oy4 5'- 6' 4 8' 2'-IOY4 6'- 3yi 5`1 V 4 IT 1 V- 3' 4 9' i r- 3' B 4 9' 9' 8' B' 24 24'- 0' 48 24'- 0' 2 2'- 0' 4 8- 24'- 2' 4 8' 26'- 4' 4 8' 3'- I''/4 5` 11, 4 8' 3'- 0/4' 3'- 3' 6'-I' 4 IT 51- 2' 4 r/i 5'- 2' 8 6 9' 9' 8' 0' 24 24'- 0' 48 24'- 0' 4 4'- 0' 5 12' 24'- 2' 5 IY 26'- 4' 5 1? T- li/4 5'-1V 5 12' 3'- 1'/e 4'- 3' 7'-0' 4 IT T- 2- 4 T 1` 2' 8 8 9'/i 9'/4 B' 8' 24 24'- 0' 48 24'- 0' 6 6'- 0' 5 1 V 24'- 2' 5 I P 26'- 4' 5 11' T- 1'/4 T-11' 5 11' 3'- 11/a T- 3'/4' 8'-I' 4 IT 9'- 2' 4 T' 9` 2' 4'- I 4' S 10' 6' 4' 5 IO' 1' 5'-II' 1D' 3'- 1' ' 6'- 3 T-1- 4 1T II'- 3' 4 r II'- 3- 9 4 9'/i 91/a 8- 8- 2T 27'- 0' 54 27'- 0- 2 2'- 0' 5 11- 26'- 9' 5 11- 29'- 4' 4 11' 3'- 3% 6` 4' 6 I V 3` 3V 3` 31/4' 6`2' 4 1Y 5'- Y 4 6%i T- 2' 9 8 9%i 9'/i 8' 8' 2T 21'- 0' 54 27'- 0' 6 6'- 0' 5 10" 26'- 9- 5 10' 29'- 4- 5 10' 3'- 3%- 6'- 3- 5 10' 3'- 3%' 5'- 3%2 8`3' 4 IT 9'- 3- 4 6%i 9'- 3- 9 10 91/Z 9'/{ 8' 8' 27 21" 0' 54 27'- 0' 8 8' O' 5 9' 26'- 9- 5 9' 29'- 4' 5 9' 3` 3%' 6'- 3' S 9' 3'- 3% 6'- 31/2. 9`3' 4 IT 11'- 3" 4 6%2 IV- 3- 9 12 9Y4 9yi 8' 8- 27 27'- 0' 54 27'- D' 10 10'- 0' 6 12' 26'- 9' 6 IT 29'- 4' 6 IT 3'- 3% 6'- 2' 6 12' 3` 35/g' 7'- 3y4' 10'-3' 4 11YZ 13'- 3' 4 6%i 13'- 3' 10 4 4'/i 9%i B' 8' 30 30' 0" 60 30'- 0' 2 2' 0' 5 9' 29'- 4' S 9' 32' d` - - - - 5 9 3' fi' 3' 3Yi 6' 6' 4 I2 5' 3' S 9'/i 5' 3' 10 5 9Yi 9Yp' 8- 8- 30 30'- 0- 60 30'- 0' 4 4'- 0- 5 10' 29'- 4- 5 10' 32'- 4- 4 10- T- 6- 6'- 9- 5 10- 3'- 6- 4'- 3Yi 7'-6- 4 IT 7'- 3- 5 91/Z 7'- 3- 10 B 9'/i 9'/i B' 8' 30 30'- 0' 60 30'- 0' 6 6'- 0' 5 9' 29'- 4' 5 9- 32'- 4- 4 9' 3'- 6- 6'- 9' 5 9' 3'- 6' 5'- 31/Z 8`6' 4 iZ' 9'- Y 5 9'/i 9'- 3' 10 10 9Y, 9Y, 8' 8- 30 30'- 0' 60 30'- 0' 8 8'- 0' 5 9' 29'- 4' 5 9' 1 32' 4' 4 9' 3'- 6' 6'- 9' 5 9' 3` V 6'- 3Y4 9`6' 4 IT 111- 3' 4 6%2" I1.- 3' 10 12 9Y4 9Y4 B' 8' 30 30'- D' 60 30'- 0' 10 10'- 0' 6 IT 29'- 4- 6 12' 32' 4- 4 IT 3'- 6- 6'- 9- 6 12- 3'- 6' V- 3Y4 10'-5' 4 I1'/i 13'- 3- 4 T' 13'- 3' 12 6 10, ID' B. B' 36 36' 0' T2 3G` 0' 4 4'- 0' 5 9' 34'- G' 5 9- 38'- 4- -- - 6 9' 3'-IOY4* 4'- 4' 7' 10' 4 12' 7'- 4' 5 8' P- 4- 12 B (0' ID' 8' 8' 3b 6'- 0' T2 36'- 0' 6 6' 0' 6 12- 34'- G' 6 12' 3W- 4- -- -- ----- ----- 7 12' 3'-10Y4 51- 4' T-9' 4 12' 9'- 4- 5 8- 977 12 10 10- 10, B' 8' 36 6'- 0' i 12 36'- 0' B 8'- 0' 5 8' 34'- 6' 5 8' 38'- 4' 4 6' 3`1OY4 T'- 6' 5 8' 3'-10Y4 G'- 4' 9'-11' 4 12' II'- 4' 4 5fz 11'- 4' 12 12 10'/i IO'/4' 8' 8' 36 36' 0' I2 36' 0' 10 10'- 0' 6 II' 34 6' 6 II' 38'- 4' 4 11" 3`IOY4 I` 6' 6 II' 3'-IOY4 7'- 4'/i 10'-10' 4 11%Z 13'- 5' 4 6' 173 S' Sheet I of 2 For Typical Section, notes and other details, refer to standard BCT-DT. TRIPLE BOX CULVERTS STRUCTURE 0 TO 2 FT. FILLS BRIDGGE DIVISION 1004.04 VIRGINIA DEPARTMENT OF TRANSPORTATION BCT-DT EL I - A Spo. A 12' = B (Top) BLI - C Eq. Spo. = D (Bot.) Alternate BH4 with BHh 7-Alternate BHI with BTI j-TI BH3 (AB Corners) + a BH2 8T 1 i Permissible Construction Joint ITyp.) T4 Alternate BH2 with BTI BV2 T4 HGHT 8V1 9'(Typ•) I 3' 9'iTyp.) SPAN BV( BV2 BH2 BTI -BLI (All Corners) -T3 -Lap BH4 - Permissible Construction Joint (Typ.) SH F' L-Alternate BHI with BTI T-T2 I L BH3 8L I- A Spa. 4 1 Z' = B (Top & Hot.) TYPICAL SECTION I Sheet I of 3 TRIPLE BOX CULVERTS STRUCTURE AND STANDARD DETAILS BRIDGE DIVISION 1004.011 VIRGINIA DEPARTMENT OF TRANSPORTATION REINFORCING STEEL E7- U Z O 0W\ Wpm MVv & QUAN./LF HEADWALLS J Q SPAN HCHT BTI - J mN Cr Q zm N J mVl OQ CC zm we H Q W UVIJ C>p u Q u- V CC LL OW\ WIW-m mo G HW I N 3 =N OQ zm M =N OQ zm w� !-- �' WQ 1-V'a WZ JCiJ ?utj zm U J It �OJ J?W z rtn i '- `-• 1-W JULu=a -Z DU 2m U J F-ir J0J oirw V v, U V V W U a b c d e f 9 S U W J J J 2 # U a W = J UJ '=' w S U W J 3 3 4 IT 2` 8Yi 0'- 4%i 1'- 6%i 0'- 5YB 0` 3Y4 II'- 3T/a 1` 5% 1V-10' 53 16 49.903 0.989 115.345 13'- 2' 6 12'-I(' 2 B 1.827 102,932 1.808 77.103 A 3 4 4 IT 2'- 8Ye 0'- 4Yi V- 65/g' 0'- 5%' 0'- 3Y4 11'- 3%. 1'- 5%' 1V-10' 53 24 52.727 1.087 123.697 13'- 2' 6 12'-10' 2 10 1.932 109,8351 1.901 71.103 C 4 3 4 IY 3'- 6%' 0'- 4Y4 V-II'/4 0'- 6'/4' 0'- 4' 14'- 4• 2` Y4' 14' 11' 68 16 62.428 1.151 149.191 16' 2' 6 15'-10' 2 8 2.124 120.956 2.115 95.121 A 4 4 4 IT 3'- 6% 0'- 4Y4 U-111/q 0'- 6%4' 0'- 4` 14'- 4' 2'- V4' I4'-II' 68 24 65.252 1.255 157,543 16'- 2' 6 151-10" 2 10 2.229 127.859 2.208 95.127 C 4 5 4 12' 3'- G%' 0'- 4Y4 1'-111/q 0'- 6y4* 0'- 4' 14'- 4' 2'- Y'4' 14'-II' fib 32 G&076 1.353 16MSS I6'- 2' 6 15'-10' 2 12 2.334 134.761 2.300 95.127 E 4 6 4 IT 3'- 6yg 0' 4y4* r-III/i 0'- 6'/i 0'- 4" 14'- 4' 2'- Y%4' 14'-IV 68 40 TO.90D 1.451 174.247 16'- Y 6 15'-ID' 2 14 2.440 141.664 2.393 95.127 G 5 3 4 11' 4'- 4- 0'- 4y4- 2'- 4- 0'- 61/4' 0'- 4- 1V- 4' 2'- B' 1 IT-IP 83 16 74.953 1306 195,032 19' T 6 18'-10- 21 8 2.425 138.990 2.426 113.151 A 5 4 4 10' 4'- 4' 0'- 4}'4' 2'- 4' 0'- 61/4, 0'- 4• I7'- 4' 2'- 8' IT`I1' 83 24 17377 1.404 202.477 19' 2' 6 18'-10, 2 10 2.53 11 145.883 2.519 113.151 C 5 5 4 10' 4'- 4' 0'- 4y4' 2'- 4• 0'- 61/4' 0'- 4' 1 11` 4' 2` 8' 1T'-I I- 83 32 80.601 1503 21LG30 19'- 2' 6 18`10' 2 12 2.636 152.785 2.611 113.151 E 5 1 6 4 IO' 4'- 4- 0'- 4y4' 2'- 4- 0'- 61/4' 0'- 4' IT'- 4' 2'- 8' 17'-IP 83 40 83A25 1.601 220.784 19'- 2' 6 18'-10' 2 14 2.741 159,688 2.T04 113.151 G 5 7 4 9- 4'- 4' 0'- 44' 2'- 4' C'- 6'/4' 0'- 4' IT'- 4' 2'- 8' IT'-1V 83 48 86.249 1.638 243,283 191- Y 6 I8'-ID' 2 16 2.846 166.591 2.T9T 113.151 1 6 4 4 11' 5'- Ye 0'- 6'/4' 2'- 71/4- 0'- Eli- 0'- 5%2 20'- 4' 1 T- 1Y4 2V- I' 1 981 24 90,3021 1.747 218.090 Z2'- 2° 6 21'-10' 2 IO 2.784 163.907 2.782 131.1T5 10 6 5 4 10' 5'- T/g' 0'- 0/4. 2'- 71/4. 0'- B%. 0" 5%2 20'- 4- 3'- 1Y4 21'- V 98 32 93.126 U45 239.219 22'- 2' 6 21-10' 2 12 2.889 170.909 2.875 131.175 F 6 6 4 ID' 5'- t/g' 0` 6'/4 2` Ti/i 0'- 8%' 0' 5%z 20' 4- 3- 1Y4 21'- 1- 98 40 95.950 1.943 248.372 22'- 2' 6 21'-10' 21 14 2.9941 177.712 2.968 131.175 H 6 1 4 9- 5'- 0'- 6'/4 2'- 7V4 0'- B%' D'- 5%z 20'- 4- 3'- 1Y4 21'- V 98 48 98.774 2.040 272.697 22'- 2' 6 21'-10' 2 16 3.0991 184.615 1060 131.1T5 J 6 8 4 9- 5'- T/g' 0' 61/4' 2 T%i 0'- 8%- W- V/Z 20'- 4• 3'- 1Y4 21'- 1' 98 56 101.598 2.138 2B2.029 22'- Y 6 21'-ID• 2 18 3204 191517 3.153 131.175 L T 4 4 9- 5'-105/g' 0'- 6- 3'- %' 0'- 8- D'- 51/4- 23'- 4%s 3'- 91/9 24'- 1' 113 24 102.827 1.887 272.679 25'- Y 6 24'-10' 2 10 3.085 181.931 3,093 149,199 D 7 6 4 9- 5'-1GYg 0'- 6- 3'- %* 0'- 8' D` 5'/4 23' 4YB 3` 91/g 24' 1' 1131 40 108.475 2.081 311.892 25'- Y 6 24'-I0' 2 14 3295 195.136 321`8 141199 H 7 8 4 8' 5'-10Y2' 0'- 6'/4' 3'- % 0'- 0%* 0'- 5%2' 23'- 4%8 3'- B%a 24'- i• 113 56 114.123 2.314 333.736 25'- 2' 6 24'-I0' 2 18 3.492 209.541 3.450 149.199 L T 10 4 8' 5'-10Y2* 0'- 61/i 3` %' 0'- 83/a D'- 5%i 23'- 4Je 3'- 8% 24'- V 113 72 119.771 2S10 353.557 25' Y G. 24'-10' 2 22 3.702 223.34T 3.636 149,199 P B 4 4 8- G'- 8W 0'- 5Yi T- 5%' 0'- 7/i 0'- 4y4 26'- 3% 4'- 4%' 27'- 0 128 24 115352 1.917 326.925 28'- Y 6 27' 10' 2 10 33B7 199.955 3.405 16T.223 C 8 6 5 12' 6'- 8V 0'- 5% T- 5%' 0'- 7%' 0'- 4Y4 26'- 3Yg 4'- 4Ya 27'- 0' 128 40 121.000 2.172 358.499 28'- Y 6 27'-10' 2 14 3.591 213.760 3591 167.223 G 8 B 5 I I• 6'- 81/4' 0'- 5Yi T- 53k' 0-- 7Y4. 0'- 5' 26'- 3Ya 4` 4% 27' 0' 128 56 126.648 2.407 400.8T5 2W- 2- E. 27'-10' 2 18 3.810 227.565 3.779 167.223 L T• 31 I 7. 1 9 4 5 11- T'- 5%g' 0'- Sy 3'-ID'/4* 0'- TY4 0'- 5' 29'- 4' 4'-I1y4' 30'- 0• 143 24 12T.877 2.IB4 39I.TIO 31'- Y 6 30'-10' 2 10 3.682 21T.979 3.T10 185.247 D 9 B 5 10' 7'- SY4 0' 6%B 3`1Ir 0'- B'/8 0' 5'/4 29'- 4' 4'-II%2 30'- I' 143 56 139.173 2.620 462253 3P- 2' 6 30'-10' 2 18 4.084 245SB9 4..3 1n.247 L 9 10 5 9' V- 5y4* 0'- We T- 10' 0'- 8'/8 0' 5%4 29' 4' 4`11'/z 30' 1• 143 72 144.821 2.813 519.001 31' 2' 6 30'-I0r 2 221 4.295 259395 424B 185.247 P 9 12 6 IZ' 7'- 5W 0'- 6%i 3'- 9y4' 0'- B'/2 0'- 5%z 29'- 4' 4'-II'/4' 30'- 1• 143 88 150.469 3.053 569.921 3V- 2' 6 30'-10' Z 26 4A87 273.200 4.416 185.241 10 4 5 9' B'- 31A' 0'- We 4'- 2yi 0'- B'/e 0'- 5%4 32'- 4' 5'- 6Y4 33'- 1' 158 24 140A02 2.402 448,938 34'- 2' 33'-10' 2 10 3.953 236.003 3.991 203.271 10 6 5 10' 8'- 3%' 0'- 6'/e 4'- 2yi 0'- B% 0'- 5'/i 32'- 4' 5'- 6y4 33'- 1' 158 40 146.050 259E 4KB46 34'- 2' _6 t 6 33'-10' 2 14 4.164 299.808 4.177 203.271 10 B 5 9- 8'- 3%' 0'- 6'/8' 4'- 2yi 0'- BYi O'- 5'/4 32'- 4' 5'- 6y4 33'- i' 158 56 151.698 2.T91 522.567 34'- 2' 6 33'-10' 2 18 4374 263.613 4.362 203271 10 10 5 9' 81- 31/i 01- 6)g' 41- 21/2"0'- 8%* 0'- 5%2 32'- 4' 5'- 6'/2 33'- 1' 158 T2 15T.346 3-038 543.565 34'- 2' 6 33'-ID' 2 22 4564 27T.419 4-52T 203271.1 10 12 6 12' B'- V/i 0` GV2 4'- 212' 0'- B1/i D` 5Y2' 32'- 4- 5'- 6Y2 33'- 1' 158 88 162.994 3232 583.045 34'- 2' 6 33-10' 2 26 1 4.T74 291.224 4.1`13 203271 T 12 6 5 9- 9'-10%* 0` 6%* 4'-I1ye' 0` 8Y4 0'- 5y4 38' 4% 6` BY# 39'- I' 188 40 171.100 3.06I 570341 40'- 2' 6 39'-IO' 2 14 4.693 285.B56 4.T26 239.319 H 12 8 6 12' 9'- IOW 0'- 6y4' 4' I I Yg' 0'- B% 0'- 5y4' 38'- 4 Js 6'- B% 39'- 1' 188 S6 176.T48 3.255 625.255 40'- 2' 6 39'-10' 2 18 4.903 299.66I 4.912 239319 L 12 10 5 8' 9'-10%' 0` G%' 4`I1%' 0` BY4 0'- 5yi 38'- 4% 6'- 8% 39'- r 186 72 IV-396 3.448 GIG,174 4D'- 2' 6 39'-10- 2 22 5,114 313.467 5.097 239319 P 12' 12 6 I I' 9' 10'/i 0' 7- 4' 115/g' 0' 9/i 0' 6' 3B' 4%s 6' 6)/a 39' Y I66 88 188 044 3.703 708.974 40' 2` 6 39' 10' 2 26 5.299 32T.2T2 5.25T 239.319 T BCT-021 Sheet 2 of 21 STRUCTURE TRIPLE BOX CULVERTS AN BRIDGE 0 TO 2 FT. FILLS DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION 004.05 BCT-DTI GENERAL NOTE Capacity: HS20-44 Loading and Alternate Military Loading. Specifications: Construction - Va. Department of Transportation Road and Bridge Specifications. 1991. Design - AASHTO Standard Specifications for Highway Bridges. 1983, including Interim Specifications, 1984, 1985 and VOOT Modifications. using Load Factor Design. All concrete shall be Class A4. Deformed reinforcing bars shall conform to ASTM A615, Grade 60. All reinforcing bar dimensions on the detailed drawings are to centers of bars except where otherwise noted and are subject to fabrication and construction tolerances. Construction joints shall be constructed and bonded in accordance with the current Road and Bridge Specifications. Barrels more than 35' in length shall be poured in sections by providing vertical construction joints, not exceeding 25' between joints nor more than 30' from ends of barrels. ** All bends shall be made with o pin diameter as listed in TABLE A except for Bars BH3 & BH4 which shall hove a pin diameter of 24 bar diameters. Dimensions on bar diagrams are out -to -out of Dors. Hors are straight and #4 In size unless otherwise shown. BL2 shall be u3 In size. The number of BLI & BL2 bars shown in the table is the number of ogngitudinal bars shown In the Typical Section and may not equal the total number of bars required. BL I & 81-2 shall hove o lop of 30 bar diameters at splices. At construction joints, first placed bons shall project 30 bar diameters beyond the joint. Estlmoted QUAN./LF shown for reinforcing steel does not include quantity for lops of BLI & BL2 bars. The additional weight per longitudinal fop is shown in the table. The centers of main reinforcing bars shoe be Y from the face of the concrete. When concrete protective coating is required. all steel shall be epoxy -tooted. A8 reinforcing steel for culverts under 0 to 2 foot fills shall be epoxy -coated At the Contractor's option, BVI & BV2 bars may be spliced at the permissible construction joint in order to facilitate construction. No oddtTonol compensation shall be provided for the increase in reinforcing steel quantity due to the splices. Bar HW2 shall be 4" less than culvert height in length. Headwo8 quantities shown assume wtngwolls are to be built at a 45' angle to the hecdwa8. The designs are applicable to the fill helght and other conditions indicated. Any change in the conditions Invalidates these designs. Wingwolls referenced by letter apply when the acceptable foundation level is the some for both box end wings. If foundation levels are different, the height of the wingwa8 shall be adjusted by selection of another lettered wingwoli of appropriate height. For wtngwoll details, refer to standard series BCW for the appropriate fill slope. For details of extending existing boxes, refer to Standard 13CE-01. For modification of details for skewed culverts. see the Skewed Box Details included in the road plans. This standard shall be used with the BCT standard series. Sheet 2 of 3 STRUCTURE TRIPLE BOX CULVERTS AND BRIDGE STANDARD DETAILS DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION 1004.02 BCT-DT �1- Symmetrical obout � Culvert (with wing) q !Wing Removed) (Downstream End) (Upstream End) END ELEVATION Upstream End Downstream Barrel Length (out -to -out of headwogiH. End Fill Slope 6°x6° fillett2' Top of top slob 12 12• I i - TI HW1 121 R upstreom Ind (optlonol at downstream end) 4-1--12• SECTION A -A (With Wing) Sheet 3 of 3 REINFORCING BAR DIAGRAMS vertical leg HW3 ° o Length = 4'-2' BH3 BH4 a e c e qa ee as a BTI T4 HW3 J `` R= 2 HW2 PART SECTION B-B UPSTREAM END (Optional at downstream end) 6' x % PVC Dumbell IYaterstop Back Face of Curtain Wall Construction ' Joint X,A. onstruction Joint ION C-C th Wing) (Downstream End) TABLE A Bar Pin Size Dia. 43 u 4 3' s:5 74- u6 YZ u8 6- 4 9 9' -6' x 6' Fitlet �.- -6 - HW I PART PLAN (Wing Removed) (Upstream End) TRIPLE BOX CULVERTS STRUCTURE AND STANDARD DETAILS BRIDGE 1004,03 VIRGINIA DEPARTMENT OF TRANSPORTATION DIVISION 81 0 0 a 0 Lt1 Q 0 Z O ff Of 0 W O Z N ¢_J Z O J t4 z C zO 0 r 1 Li L L32 Np I V a. wMO0 F_ W bi U) J Q W 0 V) F_ �W �a o m a> W 0 0 _ U W C 0 U � � W Z a IIA � O U tJ X 00 0 Q O cr_M N Z � O W r Z � W LJ _J i- LyJ _ (1) Q 0 Cad V) 0 �L. O G Z ) Q 0 Z Z Y Z� 0 3 0 0 0 0 LL r H BCW-22 BCW-22 B0 1L �� �'� CW-22 , 2• Front Face r p , .6 WH3 o12 ,� BIZ iA WV Series GENERAL NOTE p (� r M e 3• WV - Q a. M 1'-3' = R (Front Face) WVZ Specificationsr. W 3' 9' 12' Construction - vo. Deportment of 7ronsportotTon Road oneVl 4 WV4 - U Spa. 0 6' = V WV 1 - 0 Spa. B 12' = P i 2' 2' Bridge Specifications, 1991. IX O .� 3' Design - AASHTO Standard Specifications for Highway Bridges. ND (Bock Foce) ! I IBackIt Face) 1983, Including Interim Specifications, 1984• 1985 and p /r%r 0 0 WW3 - 5 S VDOT Modifications. usingLoad Factor Design. (back Face 0 9' - T Ye":12" Batter for Wings Y - EE 4N m All concrete shag be Class A4. n u V ( 4'e Weep Hole formed Deformed reinforcing bars shelf conform to ASTM A615, Grade 60. All with non -rigid tubing. reinforcing bor dimensions on the detailed drawing are to centers of ` - « Iwhen requrrid bars except where otherwise noted and are subject to fabrication W is o 3'-0 6'-0' WH3 and construction tolerances. ✓LI m ITyp,7 12" _� Q Dimensions on bar diagrams are out -to -out of bars. Bars ore straight Q unless otherwiise shown. See Note - --td The centers of main reinforcing bars shot be Z' from the face of the 3'-+i WHI 3- 3• �` concrete I"=$ otherwise shown. v, I _________________ ____________________ ' - At the Controctor's option, WV Series bars may be spliced at the top Z ? , WF Series F -WF Serte5'. .,. '� of footing In order to foci0tate construction. Splice lengths shall O -1-•� n� us be In accordance with TABLE C. No additional compensation shall be provided for the increose In reinforcing steel quantity due to the splices. � WF6 When concrete protective coating is requir" oa steel shoo be epoxy- .� L coated o FRONT ELEVATION Becring capacity of foundations shall be 1.5 Tons/So• Ft. minimum for V '' "- m END VIEW wings A - X and 2 Tons/Sq. Ft, minimum for wings Y - EE, IY O O Weepholes shoal be placed at lowest point feasible for free drainage %i Q) A away from wing. Four Type I Wiings ore to be used for straight crossings and skews 0 N _0 N p� rrl Z Z z up to 20'. Two Type I & two Type U Wings are to be used for skews aQ U Q K) � from 25' to 45: For skews above 45, special shown wings are required U > ' I 1 The wingwou to be used for each culvert is stwwn on the BC series sheets. � Uj U N O _M r2 L The designs shown are applicable for a 45' skew with the roadway and U � to WF6 - GG o. 9 I'-3" = tiH other conditions Indicated. Any change in these conditions invalidates N {, 0 CL7 (Q 3' (Bot.) o I -T• these designs W C: CN C F7-JJ S o_ 9'WF5-EE 5 0 12"WF3-CC Spa Q 0) 3• t3 6' = KK 0 9' = FF 9 12'=DD WF3" WF5, WF7 WVI, WV3, WV4 Quantities shown are for one wing. N C) w 0) � Q (Top) (TOO) (Top) 19F4 (Top & Bot.) WF I - 3 Spa. `( LC) L0 Top & sot.( TABLE B TABLE C W . - W � � Bar Pin Z Bcr Splice o Size Die. Size Length in ' 3 /a" 4 ' 4 V- 4- 0 'S y'i 5- -6 1'-11'L. � wF2 - AA EQ. Spa. = B8 rn i (Top & Rot.) '6 %2 6- 'T 2'- 4- . IL FOOTING PLAN °T '/; 7• $ 3'- r � � "8 6' B' 79 3'-i I' '4 9• t a/e Z = Sheet I of 7 Sheet 2 of 7 Sheet 3 of 7 WING DETAILS STRUCTURE STRUCTURE VYING DETAILS WING DETAILS STRUCTURE O 2:1 FILL SLOPE - TYPEII AND AND 2:1 FILL SLOPE - TYPE II 2:1 FILL SLOPE - TYPE II BRIDGE DIVISION, BRIDGE BRIDGE DIVISION DIVISION DIVISION 1006.22 VIRGINIA DEPARTMENT OF TRANSPORTATION VIRGINIA DEPARTMENT OF TRANSPORTATION 1006.23 10 06.24 VIRGINIA DEPARTMENT OF TRANSPORTATION f� LiJ 0- BCW-22 BCW-22 W W W IJ Sheet 4 of 7 V) STRUCTURE WING DETAILS WING DETAILS Sheet 6 of 7 STRUCTURE AND BRIDGE 2:1 FILL SLOPE - TYPE II BRIDGE 2:1 FILL SLOPE - TYPE H W DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION 1006.26 DIVISION VIRGINIA DEPARTMENT OF TRANSPORTATION ! 006.27 �I o M a> BCW-22 W �> Q 0 U C! W� U 8 0 �" O U ofW {,�� O a Q N Q Lim w = N z t,L w o } Z itJ � W -� Q U ra i O Z Sheet 7 of 1 �' 0 7 WING DETAILS STRUCTURE 2: 1 FILL SLOPE - TYPE II BRIDGE 1006,28 DEPARTMENT OF TRANSPORTATION DIVISION Z Z U Zm c� W o W 1Ci � co LLJ 1 ----- See WFI WF2 WF3 WF4 WING SIZE LENGTH SIZE LENGTH SIZE o LENGTH SIZE LENGTH From To Vary BY • Ea From io Vary By From To Vary By A 4 B'- 6• -- --- ---- ----- -- 4 S'- b' 2'- 7" 0'- t,�' 9'- 6' 3'- T Q'- I�• 4 fl'- 7" B4 ID'- 0` -• ----- ----- ---•- -- 4 31^ 6' 2'- 6Y4' 0'- IYi 4'- 6' 3'- 6y'i 0'- tYi 9 ID'- i• D 4 t2'- 6' - ---- ---- ----- - 4 3'- 6' 2'- 6' 0'- 1' 4'- 6' 3'- 6' 0'- 1' 4 12'- 6' F 4 15'- 6' 4 51• P ----- ----- 2 4 41- tY 2'- TYe' 0'- I!a' 5'- D' 3'- TYe 0'- IYe' 4 15'- T G 9 IT'- lT 4 5'- T' ----- ---- 1 4 4'- 0' Z'- i' 01- I' S'- 0' 3'- T' 0'- I' 4 11- P H 4 I8'- 6' 4 9'- 3' --- ---- 2 9 4'- 6' Z'- T'/1 0'- I'/� 51- 6' 3'- T'Ji 0'- I'/i 4 is, T I 4 19'- 6` 4 9'- 9' -- ----- 2 4 4'- 6' 2'- b'/a' 0'- I''/i 5'- 6' 3'- 6'/i D'- 1'/i 4 19'- T• J 4 21'- 0' 4 12'- 8' 6'- 2Ya' 6'- 5Yi 2 4 5'- 0' 2'- TYi 0'- IT/g' 61- Cr 3'- 7Yi 0'- IYe" 4 21'- Y K 4 22'- 6' 9 i3'- 6' 6'- TS/j' 6'-IOTIe' 2 4 5'- 0' 2'- Si'i 0'- I�' 6'- 0' 31 5Ya' 0'- Is(e' 9 22'- B• L 4 24'- 0' 9 16'- E' S'-10'/i 5'- I�' 2 9 5'- 6' Z'- 6' 0'- I'/Z 6'- 6' 3'- 6' 0'- IYz 4 24'- 2' N 4 25'- 6• 4 18'- 9' S'- 3`/z 6'- 6y,• 2 4 5'- 3' 2'- 6Yi 0'- h/e' 6'- 3' 3'- 6yi D'- I�' 4 25'- 9' N 4 27'- D` 4 19'- 5' S'- I'/z 6'-10�'a' 2 4 5'- 4• 2'- T 0'- IYz 6'- 4' 31- P 0'• IYz 4 27'- 3' 0 4 28'- 0' 4 21'- F' S'- I' S'- 4• 2 4 5'-10' 2'- 5Ya` 0'- IYi 6'-IO' 3'- SY,' 0'- tYq 4 26'- 3' P 4 29'- 6' 4 22'- 3' 5'- 4Yg 5'- TSfe• 2 4 4'-10' Z'- 6Ya• 0'- is/e" 5'-10' 3'- 6�' D'- t�' 4 29'- 4' 0 4 31'- 0' 4 24'- 3' 4'-Ii�p' 6'- SYi 2 4 5'- I' 2'- 5'/2 0'- IYe` 6'- I' 3'- 5Yz" 0'- IYi 4 31'- 4' R 4 32'• 6• 4 25'- 5• 5'- 2Ya' 6'- 8y'i 2 4 5'- I• 2'- 6Yi 0'- 15/e` 6'- t' 3'- 6yi 0'- Isfj• 4 32'-10' S 4 34'- 0' 4 27`- 4' 4'-ti• 5'- T/a• 2 4 5'- 3` 2'- SY� 0'- IYq 6'- 3' 3'• 5Yq 0'- IYi 4 34'- 4' T 4 SS'- 6' 4 28'- 6• 5'- IYz' S'-10'/a 2 4 5'- 2' 2'- TYa 0'- (SJt' 6'- 2' 3'- 1'/i 0'- 1�• 4 35'-t0' y 4 36'- 6` 4 301- 0" 4'- 9Y2' 6'- 3s/e' 2 4 5'- 4' 2'- 6Yi 0'- IYi 6'- 4' 3'- 6Yi' 0'- IYe" 4 36'-11' V 4 38'- 0' 4 31'- 3' 4'-IIYi 6'- b%i 2 4 5'- 5• Z'- 6' 0'- ly'a' 6'- 5' 3'- 6' 0'- IYi 4 38'- 5` W 4 39'- 6' 4 33'- t' 4'- 9' S'- B' 2 4 51- 6' 2'- T' 0'- lYi b'- 6' 3'- T' 0'- IYi 4 39'-ii• % 4 4I'- 0' 4 34'-10• 4'- 61/i 6'- Yi 2 4 5'- 8' 2'- 6Yi 0'- IY,' 6'- 8' 3'- 6Yz 0'- IYe 4 4!'- 6' Y 4 42'- 6' 4 36'- Z• 4`- 4' S'- 4'/z• 2 4 5'- 6' 2'- 6' 01- 2' 6'- 6' 3t 6' 0'- 2' 4 43'- 1' Z 4 44'- 0' 4 3T'-10' 4'- 61/i 5'- 6%' 1 4 5'- 4' 2'- 6Yi' 0'- tje' 6'- 4" 3'- 6Y4' 0'- IYp' 4 44'- 6' AA 4 45'- 0' 4 34'- 2' 4'- 3Y2' 5'- 9Yi 2 4 S'- B' 2'- 6' D'- 2' 61- 8' 3'- G. 0'- 7 4 45'- i' !3B 4 46'- 6' 4 40'-10' 4'- IT/a` 5'- 2Ya' 2 4 5'- 9" 2'- 1' 0'- 2' 61- 9' 31- P 0'- 2' 4 4T'- 2' tx 4 48'- 0' 4 42`-fi0' 3'- 9' 4'-10�' 2 4 6'- I' 2'- 61/i 0'- 2'Ji T- I' 3'- 6Yi D'- 2'Ji 4 48'-!0' W 9 49'- 6• 4 44'- 4' 3'^ 6' 4'- T 2 4 5'•II' 2'- 6Y6' 0'- 2Yi' S'-ii' 3'- 61fj' 0'- 2�" 4 50'- 6' EE 4 51'- 0' 4 46'- 1' 3'- T,�• 4'- 8�' 2 4 5%• 0'- 2�' 6'-IQ' 3'- 5�/e' 0'- 2Yi 4 51'-I I' WY3 WY9 WING 512E a LENGTH SIZE o LENGTH From To Vary By From To Vary By From To Very By From To Very By L 4 ID'• bYi B'- 4%i 0'- 3Yi 12'- 6' 10'• 4' 0'- 3'/i -- -•-- ----- -_.._ ..-•- --•-- --•- 1i 4 IV- '/i B'- 3Yi 0'- 3)/i 13'- 0' IO'- 3Y2` 0'- 31/i -- ----- ----- ---- ----- ---- ----- N 4 10'- Yi 6'- t�' 0'- 3Yi 12'- 0' B'- 7%' 0•- 3Y9` 4 I I'- 6Yi 10'- 3i/a' 0'- 2Yi 13'- 6• 12'- 3Ye' 0'- ?''/e" 0 9 10'- 6'/i T'- (Y 0'- 3'/i 12'- 6• B'-1IYi 0'- 3'/i 9 12'• '/i IO'- 9%' 0'- 2`/e 14'- 0' 12'- 4Ye' 0'- 2Y Quantity tone Winq> WING Concrete Cu. Yd. Reinforcing Steel LDs. d 2.917 Ifl2.454 8 3A99 233.ID8 C 3.939 252.894 0 45T3 2Bb.7t I E 5.233 341.9fl1 F 6.145 383.724 G 6.881 445.681 H T.910 489.811 I 8512 51T.iN}4 J 9.IS43 513.342 K IQ524 655.4115 L 11.77T 7TI234 N 13A99 fl3T.992 N Iq,106 919,335 0 152T5 1011.802 P I6.155 1093.189 0 ITJ391 1242.357 R 19.0� I525.633 S 20.691 1T04.239 7 21.910 1952.B52 U 23.368 2116.654 V 24.6T8 2112.153 W Z&412 22T0.223 X 32.439 3904.347 T 35.912 2730.5T2 Z 3T.70T 2849.343 AA 39J35T 3392.164 8B 42547 3594.334 CC 46.155 4755.614 DD 4R940 SSOOA64 EE 51.922 6808.705 SCW-22 WF5 WF6 WF7 WHI WH3 WING SIZE o LENGTH SIZE LENGTH SIZE a LENGTH SIZE LENGTH SIZE LENGTH From To Vary By From To Vary By From To Vory By From To Vary By from To Vary By A -- ---- ---- ----- _,_» »... ----- 4 3'- 6• 2'- I'/2 0'- ly'4 -- ----- ----- ----- ----- -•-• ---- 4 B'- 6' 4 9'- 0' 0 -- ----- ----- ----- ---_. _._. ----- 4 3'- 6' 2'- 6' 0'- IYz' -- ----- ---- ----- ---- ----- ---- 4 10'- 0' 4 10'- T' --- - 4 3'- b• 2'- 6�'i 0'- IYe' -- ---•- ---- ----• ---- ----- ----- 4 12'- 6' 4 13'- 3' F -- ----- -•-• ----- ----- ----- ---- 4 4'- 0' 2'- 7'/i 0'- lie' - ---- ---- ----- ---- ---- ---- 4 f5'- 6" 4 16•_ 5. 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T' S /e 0' - 3e' 9' - T' 8' - TV 0'- 7. /a 4 39'- 6• 4 4 '-I I• t X 5 7•-la/i 5'-10�' 0'- ly'B 9'- 0' T•- Ya' 0•- I�• 4 8'-11• 2'- T• 0'- 2�' 5 B'-U'/{ T�tl%• 0•- T/t• IO'- I• 4'- 1�• o'- %8 4 41'- 0• 4 43•- 6' Y 5 T'-11'/i 5'- 6�'i 0'- IYZ 4'- 1' S'- BJZ 0'- IYI 4 9'- 5• 2'- 8'/4 0'- 2�' S 9'- 5'/i 8'- °/i 0'- 1' 10'- T 9'- 2' 0'- l' 4 42'- 6• 4 45'- 0' Z 5 B'- %i 5'- Ty'i 0'- ly'i 9'- 2' 6'- 9'/e' 0'- I�j' 4 9'- 5• 2'- SYe' 0'- 2Ye 5 9'- 5°/i B'- 2Ys' 0'- Ya' ID'- 7• 9'- 4Ye' 0'- %' 4 44'- 0• 4 4b'- T• AA 6 B'- SY2 5'-10' 0'- IY2 9'-IO' T'- 2'/z 0'- IY2 4 9'-11' 2'- S' 0'- 21J2 6 9'-IIYi B'- 6Yz 0'- I' 11'- 4' 9'-11' 0'- I' 9 45'- 0' 4 4T'- 9• BB 6 B'-la/z 6'- 0' 0'- IJi 10'- 3' T- �AJz 0'- IYz' 4 10'- 5• 2'- 8Yz' 0'- 2'Jz 6 10'- S/x' 9'- y= 0'- i• ti'-10' 10'- 5' 0'- P 4 46'- 6• 4 49'- 4• CC 6 9'- e'J2 6'- 3T/a• 0'- 1�' II• - 1' T- eYe• 0'- I�/j' 4 11'- 5' 2'- 8Yz` 0'- 2Yi 6 II'- 5Yi 9'-IpYa" 0'- I%i 12'-10• 11'- 23�e' 0'- IYi 4 48'- 0' 4 50'-tl• DO b 10'- 2'/2 6'- 3'/a' 0'- ty`i II'- 1• T- 7Yi 0'- I}°i 4 12'- 5' 2'- 8' 0'- 3' 7 12`- Sy'i 10'- 3Y2 0'- I'/i 14'- 1• II'-IDYi 0'- I'/i 4 44'- 6' 4 52'- 6' EE 7 10'- 2Yi 6'- 0` 0'• IYq II' -IO' i'- P/; 0'- 4 12'- 5' 2'-10' 0'- 2%' 7 12'- 5�'i IO'- b% 0'- I''/i 14'- I• 12'- i�' D'- IJ8 4 51'- 0' 4 54'- I' Sheet 5 of 7 WING DETAILS 2:1 FILL SLOPE - TYPE IC 1006.26 VIRGINIA DEPARTMENT OF TRANSPORTATION STRANTDURE BRIDGE DIVISION DIMENSIONS t3AR SPACINGS WING; J K L td N 1TYt BtY2 'NV3 WY4 WHI WHIZ F2 WF3 WF5 WF6 IYFT N0. WEEP HALES D P 0 R S T U V W X BB CC DD EE FF CG FiFI JJ KK A I'- 6' 4'- 0' I'- 0' 9'- 0' 4'- 0' $ 6'- 0' 6 T•- E. -- -»- - ---- - ---_ 8 fl'- 0"6 T'- 6'6' 4'- 6' I'- 0' 10'- 6' 4'0' 1Q t0'- 0' $ 10'- 0'0'- 6' 10 10'- 0'8 10'- 0'0i•- 6' 5'- 6' I'- D' t3'- 0'9'- 0' 12 12"- 0` 10 12'- b' --- 12 12'- 0' -- ---- 10 12'- 6• - ---- -- F I'- 6• 6'- 6' 1'- 0' 16'- 0' 4'- 6' IS 15'- 0• 12 IS'- 0' -- ----- -- ----- - ----- 3 3'- 9' -- ----- IS i5'- 0' -- ---- 12 IS'- 0' -- ----- -- Gt'- 6• T'- D• P- 0' IT'- 6' 4'- 6• I] 17•- 0• 13 IS'- 3' -- ----- -- ---- I 0'- 6' 3 3'- 9' -- ---- 17 IT- 0' -- -- t3 I6'- 3• -- ---- -- H ]'- 6' f- 0' 19'- Q` 5'- CP 18 IB'- 0" i4 1T- 6' -- ---- -- ----- - ----- 4 5'- D' -- ----- i8 IS'- 0' -- ---- 14 1T- 6• -- Wtf1 WV 1 WV2 WING SiZE LENGTH SIZE a LENGTH SIZE LENGTH from To V B • Ea From To Vary By From To Vary By From To Vary By A 4 6'- 6' 2'-IOYZ 3'- i/z• 2 4 5'-'/a` 2'- 3'/4 0'- 4Y8• T- D' 4'- 3' 0'- 4'/i 9 5`- 0' 2'- 5Yi 0'- 5Y8' B 4 6'- i 2'-IOSJij• 3'- Bie' 2 4 5'- d/q 2'- I' D'- 4Ji T- 6' 4'• Yi 0'- 4</B 4 5'- 6' Y- I' 0'- 5'/a D 4 9'-IO' 2'- 4'/i 3'- 6'Ji 2 4 6'- 6'/a' 2'- 3'/i 0'- 4Yi B'- 6' 4'- 3• 0'- A'/< 9 6'- 6' 2'- °/q' 0'- 57Jg' F 4 13`- T 2'-10' 3'- T 2 4 T'- bl/q 2'- Al,' 0'- 4Ye' 9'- 6' 4'- 21/i 0'- M/i 9 T- 6• 2'- 3• 0'• SYi G 4 13'- ]• 2'-IO' 3'- 1' 2 4 $'-'/i 2'- 0' D'- 4Ya' 10'- 0' '-It 4, 0'- 4t/i 4 B'- 0' 2"- 3y'i 0'- 5'fi H 4 17'- 3' 2`-l0' 3'- T'/4 2 4 8`- 6'/i 2'- 4' 0'- 4%e 10'- 6• 4'- 3j`e 0'- �/B 4 B'- 6' 2'- 4%z 0'- 5'J4 I 4 16'-11' 2'- 4'/Z 3'- 6y'i 2 4 9'-'/i 2'- 3'/z 0'- 4% 11'- 0' 4'- 3li 0'- 4n/i 4 9'- 0' 2'- 3�' D'- 5}'a` J 4 2D'- 6' 2'- 9Y2' 3'- 6Y2 2 4 9'- 6Yi 2'- P 0'- 4Yq II'- 6' 4'- Yi 0'- 4'Ji 4 9'- 6' 2'- 6' 0'- 5Yi K 4 20'- T' 2'- 9%a 3'- 6Yj' 2 4 IO'-''/i 2'- 2Yi 0'- 4Yi 12'- 0' 4'- 2Yz' 0'- 4i 4 10'- 0' 2'- IYZ 0'- 5%; L 4 ZO'- 8' 2'- 45J; 3'- 6Ye' 2 4 8'-''/i 2'- 0' 0'- 4'/q 10'- 0' 3'-IIYi 0'- 4'/i 4 10'- 6' 2'- ?'/i 0'- 5�i N 4 24'- }' 2'- 9Yi 3'- 6Yj' Z 4 8'-''/i 2'- 0' 0'- 4Yi 10'- Q' 3'-11Yi 0'- 4'/{ A li'- 0' Z'- 3' 0'- 51/{ H 4 24'- 4' 2'-10' 3'- T• 2 4 6'- 3'/a' 2'- t/i 0'- 4%4 8'- 3' 4'- 0• 0'• 4'/i 4 I I'- 6' 2'- 3y'i 0'- 5Yi 0 4 27'- 6' 2'- 9Ya' 3'- 6Yi Z 4 6'- 8'/q 2'- I' 0'- 4Yi 8'- B' 4'- Yi 0`- M/i 4 12'- 0' 2'- I j`i 0'- 5Ya' P 4 2T- T' 2'- 9Y2 3'- 6Yi Z 4 T- 4'Ji 2'- Yi 0'' 4Ya' 9'- 9' 4'- Yi 0'- 4'/t q 12'- 6' 2'- S'/i 0'- SY� 0 4 2T'- B' 2'- 43'a' 3'- 63'j' 2 4 T- 41/i 2'- '/2 D'- 9Yq 9'- 4' 4'- '/i 0'- 4'/i 4 13'- 0` 2'- 6' 0'- 5Yi R 4 3l'- 3• r-lo• 3'- 63y' 2 4 T- 4'/i 2'- Y2 0'- 4Yq 9'- 4 4'- I/a' 0'- 4'Ji 4 i3'- 6' 2'- I%z 0'- 5Yi S 4 31'- 4' T-t0' 3'- 6Yi 2 4 T'- 4'/i 2'- Yz' 0'- 4Yq 9'- 4' 4'- I/i 0'- 4'/q 4 14'- 0' 2'- 2'Ji 0'- 5'/i i 4 35'- 0• 2'-10'/a 3'- 6%8 2 4 6'-IIYi 2'- IY{ 0'- 4Yg 8'-tl' 4'- I'/i 0'- 4'Je 9 14'- 6' 2'- 3' 0'- 5Yi U 4 34'- T 2'- 95Je' 3'- 6Yi' 2 4 7- /a 2'- Yi 0'- 4Ja 9'- 0' 4 - /z 0'- 4'/i 9 l5'- D' 2'- 3y'i 0'- 5/a Y 4 34'- B' 2'- 9Y2 3'- 6Yi 2 a T- 4Yi 2'- Y2 0'- 4'/a 9'- 4• 4'- Yj 0'- 4'/i 4 i5'- 6' 2'- 4�' 0•' 5Yi 1t 4 38'- 3' 2'-10' 3'- 6Y2 2 4 T'- 7Yi 2'- 3'/Z 0'- 4'/q 9'- T 4'- 31/q 0'- 4'/g 4 16'- 3' 2'- 8'/i D'- 5Yi X 4 3B'- 4• Z'- 9Yi 3'- 65/j' 2 4 8'- b'ji 2'- 6• 0'- 4Yq 10'- 6' 4'- 5Yi 0'- 4'/i 4 tT- 0' 3'- 0' 0'- 5Ya' Y 4 42� 0' 2'- 9�'i 3`- 6}`i 2 4 9'- T'/i 2'- 6'/i 0'- 4%q' 11'- T 4'- G. 0'- 4'/q 4 1T- b' 2'- Tye 0'- 5Yi Z 4 42'- I• 2'- 9Ya 3'- 6Ya" 2 4 9'- T/q 2'- 6'/i 0'- 4'/o it'- i• 4'- 6• 0'- 4'/a 4 t8'- 0' 2'- BYE 0'- 51/i AA 4 41'- B' 2'- 9% 3'- 6}e• 2 4 10'-''/i 2'- 7' 0'- 4Yq 12'- 0' 4'- 6Yi 0'- 4'/i 4 18'- 6• 2`- 9" 0'- 5'/i � 4 45'- 3' 2'- 9' 3'- 6Yi 2 4 10'-'/i Y 0'- 4'J4 i2'- 0' 4'- 6Yi 0'- 4'/i 4 19'- 0` 2'- 9Y{ 0'- 5Y<' fx 4 45'- 4' 2`-10• 3'- 6'/i 2 4 9'- 3'/� 2'- 6Yz 0'- 4ya` 0'- 5'/i � 4 49'- 0' 2'- 9%" 3'- 6'�' 2 4 6'-IIYi 0'- 5'f; EE 4 49'- f• 2'- 9'/q 3'- 6Y, 2 4 8'-IW/q 2'- 5ii 0'- 9)/a' 10'-10' 4'- 5Yz 0'- Mji 9 20'- 6• 3'- 0' 0'- 5Yi