35-46 KA KA

Transcription

1 35-46 KA KA HOST PROJECT 6 KA Page 1 of 48

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4 70-5 KA At the Contractor's option and as approved by the Engineer, portions of the existing 15 corrugated metal pipe, not beneath the roadway plus ', may be removed and replaced with Storm Sewer (15) (RCP) matching the existing flow lines. Storm Sewer (15) (RCP) will be paid at the bid price for Liner Pipe (15). Removal and replacement of the existing shall be subsidiary to Liner Pipe 15. Page 4 of 48

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9 Flow B 70-5 KA A A Flow Flow B PLAN - FLOOR (Example I ) PLAN - FLOOR (Example III ) Floor of manhole shall be shaped as shown in the examples to increase hydraulic efficiency. C 3 C ISOMETRIC VIEW (Example IV) L 6 L 1 6 SECTION A-A (Example I ) d / 3 PLAN - FLOOR (Example IV) W 6 W 1 6 #4-v bars #4-c 6 ctrs. in floor & wall #5-b 4ctrs. in top 1 #5-c #5-x bars in top 1 #5-b 1 bars #4 6ctrs. in top in floor & wals 4 ctrs. in top #5-x 4 ctrs. in top 1 PLAN (Showing top & floor reinf.) SECTION B-B (Example I ) Heavy type casting #5-c 1bars Light type casting #5-b 1 bars 3 3 PLAN - FLOOR (Example II SECTION C-C (Example IV) 6 STEP DETAILS Steps shall be uniformly spaced. Spacing shall be minimum and maximum. H 6 H #4-b bars #4-v 6 ctrs. 1 #4-b bars #4-c bars 3 #5-b 1 bars Where dimension L or W is greater than 6-0 use 8 slab thickness. SECTION (Exclusive of floor shaping) 9 Note: Use Concrete Grade 3.0 throughout. All exposed edges shall be finished with an edging tool. At the contractors option Concrete Grade 3.0 (AE) or mix used in concrete pavement may be used throughout. In general, pipes will enter and leave manhole at various positions. Where possible bend bars around pipes. Floor of manhole shall be shaped as shown in various EXAMPLES with unreinforced Concrete Grade 3.0 Manhole opening and steps, where used, shall be placed to afford easy access to top of shaped invert. Top reinforcing bars shall be adjusted accordingly. All castings shall be gray iron and shall comply with the KDOT Standard Specifications. No deductions in concrete quantities shall be made for pipe openings or additions to concrete quantities shall be made for shaping floor of manholes. The top of the manhole shall be sloped slightly to approximately fit the ground line or other condition as directed by the Engineer. Dimensions and weights of cast iron as shown on this sheet are minimum. Larger dimensions and/or heavier weights of cast iron may be used. The Contractor has the option of using precast manholes, as approved by the Engineer. Steps shall be installed in all manholes when specified in the plans or when H is equal to or greater than six feet. Steps shall comply with the requirements of the KDOT Standard Specification. Page 9 of Changed Class to Grade concrete S.W.K Revised step spacing R.J.S. J.O.B Delete paint note R.J.S. J.O.B Rev. paint&step notes, ent. on CADD 8 R.J.S. J.O.B. NO. RD633 DATE REVISIONS BY APP D FHWA APPROVAL DESIGNED KANSAS DEPARTMENT OF TRANSPORTATION REINFORCED CONCRETE MANHOLE DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified APP D. James O. Brewer J.O.B. TRACED Bowser TRACE CK. Seitz KDOT Graphics Certified

10 70-5 KA Crown optional 1 1 Bead Pick Hole Pick Hole NOTE: All manhole castings are cast iron. Weight of castings includes no allowance for fillets and overruns. MANHOLE COVER TYPE A & B (Weight=134 lbs.; without Crown= 5 lbs.) MANHOLE COVER TYPE C (Weight= 64 lbs.) TYPE A -1-0 TYPE B TYPE C MANHOLE RING 1 4 (Weight= 53 lbs.) MANHOLE RING LIGHT TYPE MANHOLE COVER & RING Rings with four equally spaced lugs will be permitted (Type A Ring= 19 lbs., Type B Ring= 198 lbs.) HEAVY TYPE MANHOLE COVER AND RING Note: Either Type A or Type B may be used. Note: Use Concrete Grade 3.0 throughout. All exposed edges shall be finished with an edging tool. At the contractors option Concrete Grade 3.0 (AE) or mix used in concrete pavement may be used throughout. In general, pipes will enter and leave manhole at various positions. Where possible bend bars around pipes. Floor of manhole shall be shaped as shown in various EXAMPLES with unreinforced Concrete Grade 3.0 Manhole opening and steps, where used, shall be placed to afford easy access to top of shaped invert. Top reinforcing bars shall be adjusted accordingly. All castings shall be gray iron and shall comply with the KDOT Standard Specifications. No deductions in concrete quantities shall be made for pipe openings or additions to concrete quantities shall be made for shaping floor of manholes. The top of the manhole shall be sloped slightly to approximately fit the ground line or other condition as directed by the Engineer. Dimensions and weights of cast iron as shown on this sheet are minimum. Larger dimensions and/or heavier weights of cast iron may be used. The Contractor has the option of using precast manholes, as approved by the Engineer. Steps shall be installed in all manholes when specified in the plans or when H is equal to or greater than six feet. Steps shall comply with the requirements of the KDOT Standard Specification. Page of Changed Class to Grade concrete S.W.K Revised step spacing R.J.S. J.O.B Delete paint note R.J.S. J.O.B Rev. paint&step notes, ent. on CADD 8 R.J.S. J.O.B. NO. RD633 DATE REVISIONS BY APP D FHWA APPROVAL DESIGNED KANSAS DEPARTMENT OF TRANSPORTATION REINFORCED CONCRETE MANHOLE DETAILED QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified APP D. James O. Brewer J.O.B. TRACED Bowser TRACE CK. Seitz KDOT Graphics Certified

11 PIPE COLLARS 70-5 KA L No. 4 ctrs. 3Clear (Typ.) L / L L / L 1 Typ. T Concrete Pipe 90 Úì of New or Existing Pipe 90 (3) No. 4 Circular Ties Concrete Pipe L PIPE COLLAR AT CHANGE IN ALIGNMENT General Notes: Pipe collar shall be used to join pipes of different diameters or materials or where change in alignment or grade exceeds that allowed for ordinary joints. All concrete shall be Concrete Grade 3.0. All reinforcing steel shall be Grade 60 and shall have a minimum of of cover. TYPE A COLLAR The diameter of the circular ties shall be the outside dia- meter of the larger pipe plus T. The maximum allowable distance between the ends of the pipes at any point is. All labor, materials and incidentals required to construct the pipe collar Type A, B or C shall not be paid for directly but shall be subsidiary to the individual pipe bid items. Aluminum or aluminized pipes or end sections shall be coat- ed with an asphaltic paint when in contact with fresh concrete in accordance with the Standard Specifications. Pipe ends shall be trimmed such that the maximum distance between pipes at any point is. '- 1'-7 7 Minimum wall thickness same as concrete pipe. Coupling band Size of Pipe as Shown on Plans T T Concrete Pipe No. 4 ctrs. (3) No. 4 Circular Ties Culvert type CSP, ACSP or CAP PIPE COLLAR AT CHANGE IN PIPE MATERIAL TYPE B COLLAR CONCRETE PIPE COLLAR Pipe Dia. L T '-0 1'-0 1'-6 1'-6 1' Concrete Pipe Culvert type CSP, ACSP or CAP Culvert type CSP, ACSP or CAP (CONCRETE PIPE CONNECTED TO CORRUGATED METAL PIPE) Added Details, Pipe Embedment Rev. Dimension, Type B Collar T.T.R. S.W.K. S.W.K. J.O.B Added asphaltic paint note S.W.K. J.O.B. TYPE C COLLAR 3 NO Changed Class to Grade concrete S.W.K. J.O.B. DATE REVISIONS BY APP'D A section of concrete pipe (6'-0 min.) is cast 1'-7 short with the re-steel protruding. Tack weld the re-steel to the '- section of CMP and finish casting the remaining 1'-7 of RCP around the CMP. This is an approved connection provided it is fabricated as an integral part of a section of concrete pipe. Page 11 of 48 KANSAS DEPARTMENT OF TRANSPORTATION MISCELLANEOUS PIPE CULVERT DETAILS RD668 FHWA APPROVAL 3-- APP'D. SCOTT W. KING DESIGNED DETAILED KAHLE QUANTITIES TRACED DESIGN CK. DETAIL CK. RHOADS QUAN.CK. TRACE CK. KDOT Graphics Certified KDOT Graphics Certified

12 ÚToe of Fill Slope a b ÚToe of Fill Slope ÚE.P. c L Project ÚE.P. c L Project ÚE.P. Clear Zone (min.) ÚE.P. Toe of Fill SlopeÛ End Sections PLACEMENT OF ROTATED PIPES Toe of Fill SlopeÛ RELATIVE TO FILL SLOPE AND CLEAR ZONE c L of Pipes a = Face width of end section + 1'. Pipe culverts '-0 or less in height may terminate within the clear zone with Type or Type End Section. Any size pipe may terminate within the clear zone with a Type V End Section. Face width is equal to the following dimension shown on the end section std. drawing. Type Concrete = D Type Concrete = Type CM = W+ A L 1 Type CM Type V = G = W+ A b = Pipe diameter or span (3' min.) L Spacing shall be equal to the larger of dimensions a or b. Spacing for three or more pipes shall be determined using A a similar method. L3 FL # FL #1 MULTIPLE PIPE SPACING FL #4 FL #3 B c Sketch Along L CRP (CMP) Broken-Back SUMMARY OF BROKEN BACK PIPES STATION SIZE FLOW LINES LENGTH ANGLES #1 # #3 #4 L 1 L L 3 A B REMARKS GENERAL NOTE For pipes where the height or rise is greater than 4'-0 place uncompacted backfill through the pipe, including the end sections, 1'-0 (Min.). Backfill material will be reasonably free of organic material. In-situ material may be used for backfill as approved by the Engineer. For pipes where the height or rise is less than or equal to 4'-0 install the pipe such that embedment will occur through natural sedimentation. See Pipe Embedment detail shown on this sheet. Work and material for embedding pipes will not be paid for directly, but will be Subsidiaryto the other pipe bid items in the contract. Pipe Flowline Elevation Pipe Flowline Elevation Cr. Gr. El. ñ (1'-0min.) Fill (1'-0min.) ñ Slope Added Details, Pipe Embedment T.T.R. S.W.K Rev. Dimension, Type B Collar S.W.K. J.O.B Added asphaltic paint note S.W.K. J.O.B. ELEVATION 3 NO Changed Class to Grade concrete S.W.K. J.O.B. DATE REVISIONS BY APP'D Pipe Floor Elevation In-Situ Material or Equivalent (for pipes with backfill only) PIPE EMBEDMENT ñnatural channel or ditch flowline elevation. See profile sheets and cross sections for details. Page of 48 Pipe Floor Elevation KANSAS DEPARTMENT OF TRANSPORTATION MISCELLANEOUS PIPE CULVERT DETAILS RD668 FHWA APPROVAL 3-- APP'D. SCOTT W. KING DESIGNED DETAILED KAHLE QUANTITIES TRACED DESIGN CK. DETAIL CK. RHOADS QUAN.CK. TRACE CK. KDOT Graphics Certified KDOT Graphics Certified

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age 13 of 48

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15 35-46 KA Q6++..,,)-, 6 -) (34+8 C8-+. C+ : K 8.,-6=8-0 =.06 46R K.0 <.86- ;+. G6+8D L-+, 56-) C ).K 8.,-6=8-0 =.06 46R K 6 ;+A - -) 0LQ( Q-) Q+8 >P @ =4. 6E=,-9 Page 15 of 48

16 35-46 KA Q6++..,,)-, 6 -) (34+8 C8-+. C+ : K 8.,-6=8-0 =.06 46R K.0 <.86- ;+. G6+8D L-+, 56-) C ).K 8.,-6=8-0 =.06 46R K 6 ;+A - -) 0LQ( Q-) Q+8 >P @ =4. 6E=,-9 Page of 48

17 PIPE COLLARS KA L No. 4 ctrs. 3Clear (Typ.) L / L L / L 1 Typ. T Concrete Pipe 90 Úì of New or Existing Pipe 90 (3) No. 4 Circular Ties Concrete Pipe L PIPE COLLAR AT CHANGE IN ALIGNMENT General Notes: Pipe collar shall be used to join pipes of different diameters or materials or where change in alignment or grade exceeds that allowed for ordinary joints. All concrete shall be Concrete Grade 3.0. All reinforcing steel shall be Grade 60 and shall have a minimum of of cover. TYPE A COLLAR The diameter of the circular ties shall be the outside dia- meter of the larger pipe plus T. The maximum allowable distance between the ends of the pipes at any point is. All labor, materials and incidentals required to construct the pipe collar Type A, B or C shall not be paid for directly but shall be subsidiary to the individual pipe bid items. Aluminum or aluminized pipes or end sections shall be coat- ed with an asphaltic paint when in contact with fresh concrete in accordance with the Standard Specifications. Pipe ends shall be trimmed such that the maximum distance between pipes at any point is. '- 1'-7 7 Minimum wall thickness same as concrete pipe. Coupling band Size of Pipe as Shown on Plans T T Concrete Pipe No. 4 ctrs. (3) No. 4 Circular Ties Culvert type CSP, ACSP or CAP PIPE COLLAR AT CHANGE IN PIPE MATERIAL TYPE B COLLAR CONCRETE PIPE COLLAR Pipe Dia. L T '-0 1'-0 1'-6 1'-6 1' Concrete Pipe Culvert type CSP, ACSP or CAP Culvert type CSP, ACSP or CAP (CONCRETE PIPE CONNECTED TO CORRUGATED METAL PIPE) Added Details, Pipe Embedment Rev. Dimension, Type B Collar T.T.R. S.W.K. S.W.K. J.O.B Added asphaltic paint note S.W.K. J.O.B. TYPE C COLLAR 3 NO Changed Class to Grade concrete S.W.K. J.O.B. DATE REVISIONS BY APP'D A section of concrete pipe (6'-0 min.) is cast 1'-7 short with the re-steel protruding. Tack weld the re-steel to the '- section of CMP and finish casting the remaining 1'-7 of RCP around the CMP. This is an approved connection provided it is fabricated as an integral part of a section of concrete pipe. Page 17 of 48 KANSAS DEPARTMENT OF TRANSPORTATION MISCELLANEOUS PIPE CULVERT DETAILS RD668 FHWA APPROVAL 3-- APP'D. SCOTT W. KING DESIGNED DETAILED KAHLE QUANTITIES TRACED DESIGN CK. DETAIL CK. RHOADS QUAN.CK. TRACE CK. KDOT Graphics Certified KDOT Graphics Certified

18 ÚToe of Fill Slope KA a b ÚToe of Fill Slope ÚE.P. c L Project ÚE.P. c L Project ÚE.P. Clear Zone (min.) ÚE.P. Toe of Fill SlopeÛ End Sections PLACEMENT OF ROTATED PIPES Toe of Fill SlopeÛ RELATIVE TO FILL SLOPE AND CLEAR ZONE c L of Pipes a = Face width of end section + 1'. Pipe culverts '-0 or less in height may terminate within the clear zone with Type or Type End Section. Any size pipe may terminate within the clear zone with a Type V End Section. Face width is equal to the following dimension shown on the end section std. drawing. Type Concrete = D Type Concrete = Type CM = W+ A L 1 Type CM Type V = G = W+ A b = Pipe diameter or span (3' min.) L Spacing shall be equal to the larger of dimensions a or b. Spacing for three or more pipes shall be determined using A a similar method. L3 FL # FL #1 MULTIPLE PIPE SPACING FL #4 FL #3 B c Sketch Along L CRP (CMP) Broken-Back SUMMARY OF BROKEN BACK PIPES STATION SIZE FLOW LINES LENGTH ANGLES #1 # #3 #4 L 1 L L 3 A B REMARKS GENERAL NOTE For pipes where the height or rise is greater than 4'-0 place uncompacted backfill through the pipe, including the end sections, 1'-0 (Min.). Backfill material will be reasonably free of organic material. In-situ material may be used for backfill as approved by the Engineer. For pipes where the height or rise is less than or equal to 4'-0 install the pipe such that embedment will occur through natural sedimentation. See Pipe Embedment detail shown on this sheet. Work and material for embedding pipes will not be paid for directly, but will be Subsidiaryto the other pipe bid items in the contract. Pipe Flowline Elevation Pipe Flowline Elevation Cr. Gr. El. ñ (1'-0min.) Fill (1'-0min.) ñ Slope Added Details, Pipe Embedment T.T.R. S.W.K Rev. Dimension, Type B Collar S.W.K. J.O.B Added asphaltic paint note S.W.K. J.O.B. ELEVATION 3 NO Changed Class to Grade concrete S.W.K. J.O.B. DATE REVISIONS BY APP'D Pipe Floor Elevation In-Situ Material or Equivalent (for pipes with backfill only) PIPE EMBEDMENT ñnatural channel or ditch flowline elevation. See profile sheets and cross sections for details. Page 18 of 48 Pipe Floor Elevation KANSAS DEPARTMENT OF TRANSPORTATION MISCELLANEOUS PIPE CULVERT DETAILS RD668 FHWA APPROVAL 3-- APP'D. SCOTT W. KING DESIGNED DETAILED KAHLE QUANTITIES TRACED DESIGN CK. DETAIL CK. RHOADS QUAN.CK. TRACE CK. KDOT Graphics Certified KDOT Graphics Certified

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22 DATE REVISIONS BY APP D 5-5 KA Front Lip of Gutter 7-6 Transition E Transition 6 6 b-bars Flowline of Gutter E b-bars 3 v 1-bars b-bars c-bars v -bars 1 v 1-bars 6 b-bars c-bars v 1-bars 6 Note: Transition gutter from normal depth of 6 to depth of 9 at inlet in -6. b-bars 6 3 b-bars Steps shall be uniformly spaced. Spacing shall be minimum and maximum. SECTION D-D SECTION C-C 1-5 STEP DETAILS 1 1 Note: All reinforcing shall be #4 at 6 centers except where noted. Minimum clear distance to reinforcement shall be 1. R R Hot or cold poured joint sealing compound, or premolded Exp. Jt. Filler (Nonextruding, Type B) SECTION E-E Reinforcing steel not shown. End PL Cut to dimensions shown. ( required) x 3 x -3 Grate bars (6 req.) x 1-6 bars ( required) x 3 x -5 PL ( required) Spaces x 3 x x 1-7 Angle ( required) 4 1 Pick Hole Typical 1 GRATE AND FRAME Welded Structural Steel Grate & Frame Weight = 15 lbs. Each (With Cross-bars) TYPE C CAST IRON CAST IRON MANHOLE RING MANHOLE COVER Weight = 53 lbs. Weight = 64 lbs. LIGHT TYPE MANHOLE COVER & RING Note: To prevent grate from rocking on bearing angles, machine finish surfaces indicated thus:. On all interstate projects and rural area projects, the two x 1-6 bars are to be omitted. The weight of the grate and frame without these bars is 150 lbs. of structural steel Changed Class to Grade concrete S.W.K. J.O.B Added hot dipped galvanized option. R.J.S. J.O.B Revised step spacing R.J.S. J.O.B Delete ASTM on casting R.J.S. J.O.B. NO. Page of 48 KANSAS DEPARTMENT OF TRANSPORTATION TYPE 1 CURB INLET RD643 FHWA APPROVAL APP D. James O. Brewer DESIGNED DETAILED TRACED B.N.B. QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. TRACE CK. R.J.S. KDOT Graphics Certified KDOT Graphics Certified

23 Distance from C L as shown on plans -1 W 6-0 (Min.) 5-5 KA et a-bars or a bars R. x-bars x-bar ctrs. 6 c-bars 3 6 c-bars 3 7 x-bar v -bars v-bars c-bars c-bars H -6 Min Max. v -bars b 1-bar b 1-bar b-bars b-bars 6 6 x-bars v -bars b-bars 3 b-bars, Exp. Jt. A Tar paper (Min.) Joint Exp. Jt. (Min.) SECTION A-A -6 Curb and Gutter (Min.) D D FL C B 5 R. x-bar x-bar 5 R. B C a 1-bars a-bars 3 ctrs. FL Back of Curb -6 Transition PLAN AND PART SECTION W-(5-1 ) A Notes: Concrete Grade 3.0, Concrete Grade 3.0 (AE), or the mix used in Concrete Pavement, at the Contractor s option, shall be used throughout. All exposed edges shall be finished with an edging tool. Reinforcing bars shall be bent around pipe. No reduction in concrete quantities shall be made for pipe openings. When directed by the Engineer, a small opening in the back of the inlet shall be provided in order to drain a low area. Reinforcing bars shall extend through the opening. No reduction in concrete quantities will be made for this opening. When directed by the Engineer, the top of the inlet shall be sloped slightly to approximately fit the ground line or other conditions. The floor of the inlet shall be shaped as shown in various EXAMPLES on Reinforced Concrete Manhole Standard Drawing RD633. No addition in concrete quantities shall be made for shaping floor of inlet. No reduction in pay length of curb, gutter, or curb & gutter will be made through the inlet area. All exposed structural steel shall be painted with a coat of inorganic zinc primer and then with a topcoat or a field coat of organic zinc, each coat to be 3 to 4 mils. As an alternate, the grate and frame may be hot dip galvanized after fabrication in accordance with the Standard Specifications. All structural steel shall comply with ASTM A-36, A-4, or A-441. All castings shall be gray iron and shall comply with the KDOT Standard Specifications. The weight of castings includes no allowance for fillets and overruns. Curb and Gutter sections shall be shaped as shown where required by the installation of curb inlets. This work shall be subsidiary to other bid items. See sheet entitled Reinforcing Steel for nlets and Manholes for details and quantities. SECTION B-B Steps shall be installed in all storm sewer inlets when specified in the plans or when H is equal to or greater than six feet. Steps shall comply with the requirements of the KDOT Standard Specification. For additional notes and details on Light Type Cast ron Manhole Cover and Ring Type C, and Cast ron Steps, see Std. Drawing RD633 Reinforced Concrete Manhole. x-bar 1-4 R. outside out out to to out out a-bars W-(4 - ) a -bars 1 R. outside R. outside BENDING DIAGRAMS Page 3 of Changed Class to Grade concrete S.W.K Added hot dipped galvanized option Revised step spacing Delete ASTM on casting R.J.S. J.O.B. NO. RD643 DATE REVISIONS BY APP D FHWA APPROVAL DESIGNED KANSAS DEPARTMENT OF TRANSPORTATION DETAILED TYPE 1 CURB INLET QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified R.J.S. R.J.S. APP D. James O. Brewer J.O.B. J.O.B. J.O.B. TRACED B.N.B. TRACE CK. R.J.S. KDOT Graphics Certified

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27 6-0 Section Length 7-46 KA B A A B PLAN 1 1 See table for height and gauge of slot opening. Weld as shown for either Section B-B or Section C-C. SECTION A-A SECTION A-A B C B DETAIL OF RISER Redone for clarity and pipe policy R.J.S. J.O.B Entered on CADD R.J.S. J.O.B. DETAIL OF RISER ALTERNATE METHOD Page 7 of 48 C NO. RD640 DATE REVISIONS BY APP D FHWA APPROVAL DESIGNED KANSAS DEPARTMENT OF TRANSPORTATION PRE-FAB INTERCEPTION DEVICE DETAILED (STEEL) QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. KDOT Graphics Certified APP D. James O. Brewer TRACED Bowser TRACE CK. King KDOT Graphics Certified

28 7-46 KA Typ. Continuous #4 bar dia. x 4 Bolts (shape of head is optional). Typ. DETAIL OF RISER HEIGHT OF GAUGE AND RISER OPENING DETAIL OF RISER (With studs and concrete pad) Note: Concrete pad with continuous #4 bar and studs to be constructed with either riser method. TYPE HEIGHT GAUGE REMARKS A B 8 Studs & conc. pad Studs & conc. pad C Bituminous coated GENERAL NOTE Culvert Type may be CSP, ACSP or CAP within guidelines of KDOT Pipe Policy for geographic location. More than one pipe Type may be acceptable for a design location with allowable types listed Every third ridge 6 5 8or for each site. Culvert and PID shall both be compatible material type. Any damage that may be incurred to the galvanized or aluminized pipe/pid coating shall be touched up with a zinc based paint. See Standard Drawing RD660 for additional pipe information. CAP or ACSP pipe/pid shall be coated with an asphaltic paint when in contact with fresh concrete in accordance with the Standard Specifications. Gain in pipe length due to fit of pipe at connecting band shall not be paid for. The unit price for Interception Device shall be full compensation for CSP, ACSP or CAP placing all materials, for all labor, excavation, backfilling, equipment, tools and incidentals necessary to complete the work. SECTION B-B The concrete pad is subsidiary to the slot assembly (PID) and pipe spaces 8 6 1x1xx4-0 Angle ( required) Every third ridge 1 8or CSP, ACSP or CAP SECTION C-C ALTERNATE METHOD 1-0 An earth dike, as shown above, shall be constructed across the median ditch, downstream from each Pre-Fab Interception Inlet, where no other plug is used. Alignment of the earth dike shall be parallel to the axis of the inlet unless otherwise shown on the plans. c L Roadway c L Project :1 Same elev. as finished inside shoulder elev. DITCH PLUG Sta. shown on plans :1 Normal ditch F.L. top half 1-6 c L Roadway Redone for clarity and pipe policy R.J.S. J.O.B. 1 NO Entered on CADD R.J.S. J.O.B. DATE REVISIONS BY APP D Weld continuous bottom half END BULKHEAD Page 8 of 48 ROADWAY VIEW Bulkhead same gauge as pipe larger diameter than pipe RD640 FHWA APPROVAL DESIGNED KANSAS DEPARTMENT OF TRANSPORTATION PRE-FAB INTERCEPTION DEVICE DETAILED (STEEL) QUANTITIES DESIGN CK. DETAIL CK. QUAN.CK. APP D. James O. Brewer TRACED Bowser TRACE CK. King KDOT Graphics Certified KDOT Graphics Certified 07--0

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30 Pipe to which end section is attached. Threaded rod Flat strap connector Strap bolt Rod holder GENERAL NOTE for END SECTIONS Riveted or bolted Dimple band collar bolted to end section with bolts. End section material shall follow KDOT Pipe Policy for geographic location. Location shall govern use of CS (Galvanized), ACS (Aluminized) or CA (Aluminum) (Type ) End Section. Pipe material and End Section material shall be the same with no mixing of types per location. Toe plate shall be punched to match holes in apron lip and attached with furnished diameter nuts & bolts. Toe plate extension, when specified, is an accessory and shall be the same gauge and metal as end section. Note: Type 3 connection may be furnished instead of Type 1 or Type for smaller round or arch pipe. Multiple panel end sections may contain dual gauges of like metal and shall have lap seams which are tightly joined with rivets or bolts. For 60 and larger diameter round pipe end sections and 77x5 arch pipe end sections, the reinforced edges are supplemented with stiffener angles. The angles are attached with nuts and bolts. Angle reinforcement may be required uder the center panel seams of 73x55 and larger arch pipe end sections depending on manufacturer. Varies corrugation or dimpled band (shown) Scafco-type angle with Dia. Bolts CA A B H L W A B H L W or CA or CA (min.) (max.) (min.) (+/-) (min.) Gauge (min.) (max.) (min.) (+/-) (min.) Bid Nom. Pipe Arch Dimensions in Inches / 3 x Corrugations Dimensions in Inches 3 x 1 or 5 x 1 Corr. Approx. W.W. Approx. Designation CS,ACS CS,ACS Gauge (min.) (max.) (min.) (+/-) (min.) Gauge CS,ACS or Thickness CSP/ACSP Thickness Gauge CAP ga. ga. ga. ga. 8 ga. Pipe stub of spiral (Helical) corrugation / / / / / / / x 13 1 x 15 4 x 18 8 x 0 35 x 4 4 x 9 49 x x x x x x x x 5 81 x x x x 67 3 x 71 1 x 75 / / / / / / / / / / B Galvanized steel Pipe pay length A W A Reinforced edge Toe plate (Optional) (Same gauge as apron) Reinforced edge Toe plate (Optional) (Same gauge as apron) 8 H 8 H ctrs. (max.) Dia. L ctrs. (max.) Pipe pay length Pipe pay length Pipe pay length TYPE 1 TYPE TYPE 3 TYPE 5 Available in sizes through 4 only. Available in sizes 30 and 36 Round and 17x13 through 57x38 Pipe-Arches. Available in sizes 4 through 96 Round and 60x46 through 81x59 Pipe-Arches. Available for all Round and equivalent Pipe-Arch sizes, (Type 1 and Type connections are recommended for the smaller sizes with annular ends). W + for to 30 diameter pipes inclusive. W + 0 for 36 to 84 diameter pipes inclusive. W + for pipe-arches with a rise of 13 to 9 inclusive. W + 0 for pipe-arches with a rise of 33 to 59 inclusive. Connecting band of spiral (Helical) Other approved designs may be used in lieu of type shown. Connection of end sections by welding will not be permitted. One annular corrugation rolled into pipe after fabrication. Bolted or riveted Separate as required to line up, approximately. 1-0 SPIRAL (HELICAL) CORRUGATION For all sizes of round and arch culvert pipes having Spiral (Helical) corrugations, the end sections and connecting bands shall be as shown above. PLAN ( llustrated with Type #3 Connection) FRONT FRONT Rise Page 30 of 48 KDOT Graphics Certified (In.) Pipe Dia. A B H L W Slope Sq. Ft. Area Sq. Ft. Span & Rise Slope Dimensions in Inches or or or or or or.0.5 or x : 1 : 1 : 1 : Rev. Round and Arch tables, add. Alum.S.W.K. J.O.B Rev. Round Pipe Gauges S.W.K J.O.B Rev. layout, details, tables and notes S.W.K Added pipe corrugation option note R.J.S. J.O.B. J.O.B. NO. DATE REVISIONS BY APP D METAL END SECTION FOR ROUND & ARCH METAL CULVERTS (TYPE ) & RD660 FHWA APPROVAL --09 DESIGNED DETAILED KANSAS DEPARTMENT OF TRANSPORTATION PIPE GAUGE TABLES DESIGN CK. DETAIL CK. QUAN.CK. APP D. James O. Brewer QUANTITIES KDOT Graphics Certified TRACED Bowser TRACE CK. King (Information listed in these tables are nominal and may vary by manufacturer.) 7-46 KA

31 7-46 KA Dia. Bolts Band Scafco-type angle CONNECTION DETAIL H-7 or H- BAND (H-) 7 (H-7) UNIVERSAL REFORMED END with DETAILS FOR H-7 HUGGER BAND ( thru 36) 13 (H-13) (H-) Hugger Band H-7 or H- HUGGER BAND or H- HUGGER BAND ( thru 0) Bolt, Bar and Strap Connector Assembly 3 Dia. / 3 x Corr. 3 x 1 Corr. 5 x 1 Corr. / 3 x Corr. 3 x 1 Corr. Inches CSP or ACSP CSP or ACSP CSP or ACSP CAP CAP Bolt, Bar and Strap Hugger Band Dia. Bolts Connector Assembly Pipe Minimum Gauge of Round Pipe Dia. Bolts Bar and Strap Connector CONNECTION DETAIL UNIVERSAL REFORMED END with SINGLE HARNESS HUGGER BAND DETAILS FOR H- or H-13 HUGGER BAND CONNECTION DETAIL DOUBLE HARNESS Bar and Strap Connector (Information listed in these tables are nominal and may vary by manufacturer.) Bid Equiv. Minimum Gauge of Arch Pipe Pipe Dimension Round Designation Span & Rise Sq. Ft. Pipe / 3 x Corr. 3 x 1 Corr. 5 x 1 Corr. / 3 x Corr. 3 x 1 Corr. Sq. Ft. Diameter CSP or ACSP CSP or ACSP CSP or ACSP CAP CAP or or or or or or.0.5 or x 13 1 x 15 4 x 18 8 x 0 35 x 4 4 x 9 49 x x x x x x x x x x x x x 67 3 x 71 1 x x 79 8 x x 87 x GENERAL NOTE for METAL PIPE Culvert Type listed may be CSP, ACSP, CAP, RCP, PVCP & PEP within guidelines of KDOT Pipe Policy for geographic location. More than one pipe Type may be acceptable for a design location with allowable types listed for each site. There shall be no payment for gain in pipe length due to fit of pipe at connecting band. When Hugger Bands are used, the H-7 Hugger Band may be used on circular pipes 36 diameter and smaller or pipe arches 4x 9 and smaller. The H- Hugger Band may be used on thru 0 pipe. The H- or H-13 Hugger Band are for pipe sizes larger than 36 diameter or 4x9 arch pipe. Pipe gauge listed in the tables on this sheet are minimum for E =750 p.s.i. soil. Pipe gauge will be determined for each site based on the Design Manual Volume - Part C Fill Height Tables and shall shall be listed in the Pipe Culvert Summary. Gauges shown on this Standard Drawing are KDOT minimum and may not be industry minimum gauge. In geographic areas that allow CSP (4 or smaller arched or round pipe) for entrance and side road installation with less than 3,000 AADT, gauge ACSP may be substituted for gauge CSP. Aluminum or aluminized pipes or end sections shall be coated with an asphaltic paint when in contact with fresh concrete in accordance with the Standard Specifications Rev. Round and Arch tables, add. Alum.S.W.K. J.O.B Rev. Round Pipe Gauges S.W.K J.O.B Rev. layout, details, tables and notes S.W.K. J.O.B Added pipe corrugation option note R.J.S. J.O.B. NO. DATE REVISIONS BY APP D Page 31 of 48 METAL END SECTION FOR ROUND & ARCH METAL CULVERTS (TYPE ) & PIPE GAUGE TABLES RD660 KANSAS DEPARTMENT OF TRANSPORTATION FHWA APPROVAL --09 APP D. James O. Brewer DESIGNED DETAILED QUANTITIES TRACED Bowser DESIGN CK. DETAIL CK. QUAN.CK. TRACE CK. King KDOT Graphics Certified KDOT Graphics Certified

32 SUMMARY OF TRAFFIC CONTROL DEVICES (FOR INFORMATION ONLY) All traffic control devices shall be placed in accordance with the applicable KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Contractor operations may require additional signs and traffic control devices, this will be subsidiary to the bid item traffic control. SIGN NO. R-1 R4-1 W3-4 W3-5 W8-11 W-3 W0-1 W0-4 W0-5 W0-7 WORK ZONE SIGNS * SIZE SQ. FT & OVER W1-5 W4-L G0-4 KM4-0 KG0- KI-4a KI-5a LIGHTED DEVICES * WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY PORTABLE CHANGEABLE MESSAGE SIGN BARRICADES * CHANNELIZING DEVICES * TYPE III (4 TO ) 1 PEDESTRIAN FIXED PORTABLE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES () WORK ZONE SIGN (SPECIAL) SIGN NO..5 SQ. FT. & LESS.6 SQ. FT. & OVER RECAPITULATION OF QUANTITIES ITEM QUANTITY UNIT WORK ZONE SIGNS (0 TO 9.5 SQ. FT.) WORK ZONE SIGNS (9.6 TO.5 SQ. FT.) WORK ZONE SIGNS (.6 SQ. FT. & OVER) WORK ZONE BARRICADES (TYPE 3 4 TO ) WORK ZONE BARRICADES (PEDESTRIAN) CHANNELIZER (FIXED) CHANNELIZER (PORTABLE) CHANNELIZER (PEDESTRIAN) WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY PORTABLE CHANGEABLE MESSAGE SIGN PAVEMENT MARKING (TEMPORARY) 4 SOLID (TYPE I) STA./LINE 4 SOLID (TYPE II) STA./LINE 4 BROKEN (8')(TYPE I) STA./LINE 4 BROKEN (8')(TYPE II) STA./LINE 4 BROKEN (3')(TYPE I) STA./LINE 4 BROKEN (3')(TYPE II) STA./LINE 4 DOTTED EXTENSION (TYPE I) STA./LINE 4 DOTTED EXTENSION (TYPE II) STA./LINE SOLID (LINE MASKING TAPE) STA./LINE BROKEN (LINE MASKING TAPE) STA./LINE SYMBOL (TYPE I) SYMBOL (TYPE II) FLEXIBLE RAISED PAVEMENT MARKERS (4 BROKEN (8 )) STA./LINE FLEXIBLE RAISED PAVEMENT MARKERS (4 BROKEN (3 )) STA./LINE PAVEMENT MARKING REMOVAL LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) LIN. FT. INERTIAL BARRIER SYSTEM REPLACEMENT MODULES (IBS) WORK ZONE SIGN (SPECIAL) (.5 SQ. FT. & LESS) WORK ZONE SIGN (SPECIAL) (.6 SQ. FT. & OVER) RIGID RAISED PAVEMENT MARKER (TYPE I) RIGID RAISED PAVEMENT MARKER (TYPE II) TRAFFIC SIGNAL INSTALLATION (TEMPORARY) LUMP SUM TRAFFIC CONTROL (INITIAL SET UP) LUMP SUM TRAFFIC CONTROL LUMPSUM LUMP SUM FLAGGER (SET PRICE) 1 HOUR NOTES: // Removed Replacement Modules Summary Table, Added JGB (IBS) to Replacement Modules description NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SUMMARY OF DEVICES RECAPITULATION OF QUANTITIES TE795 FHWA APPROVAL 06/01/15 APP D Kristina Erickson DESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK. Wyandotte & Johnson Counties Co. Proj. No. 6 KA Title: Page 3 of 48

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36 SUMMARY OF TRAFFIC CONTROL DEVICES (FOR INFORMATION ONLY) All traffic control devices shall be placed in accordance with the applicable KDOT Traffic Control Standards. The contractor shall provide all signs and other traffic control devices for proper traffic control of all construction activities. Quantities listed are estimates only. Contractor operations may require additional signs and traffic control devices, this will be subsidiary to the bid item traffic control. SIGN NO. R-1 R4-1 W3-4 W3-5 W8-11 W-3 W0-1 W0-4 W0-5 W0-7 WORK ZONE SIGNS * SIZE SQ. FT & OVER W1-5 W4-L G0-4 KM4-0 KG0- KI-4a KI-5a LIGHTED DEVICES * WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY PORTABLE CHANGEABLE MESSAGE SIGN BARRICADES * CHANNELIZING DEVICES * TYPE III (4 TO ) 1 PEDESTRIAN FIXED PORTABLE PEDESTRIAN SUMMARY OF TRAFFIC CONTROL DEVICES () WORK ZONE SIGN (SPECIAL) SIGN NO..5 SQ. FT. & LESS.6 SQ. FT. & OVER RECAPITULATION OF QUANTITIES ITEM QUANTITY UNIT WORK ZONE SIGNS (0 TO 9.5 SQ. FT.) WORK ZONE SIGNS (9.6 TO.5 SQ. FT.) WORK ZONE SIGNS (.6 SQ. FT. & OVER) WORK ZONE BARRICADES (TYPE 3 4 TO ) WORK ZONE BARRICADES (PEDESTRIAN) CHANNELIZER (FIXED) CHANNELIZER (PORTABLE) CHANNELIZER (PEDESTRIAN) WORK ZONE WARNING LIGHT (TYPE A LOW INTENSITY) WORK ZONE WARNING LIGHT (RED TYPE B HIGH INTENSITY) ARROW DISPLAY PORTABLE CHANGEABLE MESSAGE SIGN PAVEMENT MARKING (TEMPORARY) 4 SOLID (TYPE I) STA./LINE 4 SOLID (TYPE II) STA./LINE 4 BROKEN (8')(TYPE I) STA./LINE 4 BROKEN (8')(TYPE II) STA./LINE 4 BROKEN (3')(TYPE I) STA./LINE 4 BROKEN (3')(TYPE II) STA./LINE 4 DOTTED EXTENSION (TYPE I) STA./LINE 4 DOTTED EXTENSION (TYPE II) STA./LINE SOLID (LINE MASKING TAPE) STA./LINE BROKEN (LINE MASKING TAPE) STA./LINE SYMBOL (TYPE I) SYMBOL (TYPE II) FLEXIBLE RAISED PAVEMENT MARKERS (4 BROKEN (8 )) STA./LINE FLEXIBLE RAISED PAVEMENT MARKERS (4 BROKEN (3 )) STA./LINE PAVEMENT MARKING REMOVAL LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMPORARY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-INSTALL ONLY) LIN. FT. CONCRETE SAFETY BARRIER (TYPE F3) (TEMP.-RELOCATE) LIN. FT. INERTIAL BARRIER SYSTEM REPLACEMENT MODULES (IBS) WORK ZONE SIGN (SPECIAL) (.5 SQ. FT. & LESS) WORK ZONE SIGN (SPECIAL) (.6 SQ. FT. & OVER) RIGID RAISED PAVEMENT MARKER (TYPE I) RIGID RAISED PAVEMENT MARKER (TYPE II) TRAFFIC SIGNAL INSTALLATION (TEMPORARY) LUMP SUM TRAFFIC CONTROL (INITIAL SET UP) LUMP SUM TRAFFIC CONTROL LUMPSUM LUMP SUM FLAGGER (SET PRICE) 1 HOUR NOTES: Additive # // Removed Replacement Modules Summary Table, Added JGB (IBS) to Replacement Modules description NO. DATE REVISIONS BY APP D KANSAS DEPARTMENT OF TRANSPORTATION TRAFFIC CONTROL SUMMARY OF DEVICES RECAPITULATION OF QUANTITIES TE795 FHWA APPROVAL 06/01/15 APP D Kristina Erickson DESIGNED B.A.H. DETAILED R.W.B. QUANTITIES TRACED DESIGN CK. DETAIL CK. QUAN. CK. TRACE CK. Wyandotte & Johnson Counties County Co. Proj. No KA Title: Page 36 of 48

37 73-5 KA Additive # Page 37 of 48

38 Additive # 73-5 KA At the Contractor's option and as approved by the Engineer, portions of the existing 15 corrugated metal pipe, not beneath the roadway plus ', may be removed and replaced with Storm Sewer (15) (RCP) matching the existing flow lines. Storm Sewer (15) (RCP) will be paid at the bid price for Liner Pipe (15). Removal and replacement of the existing shall be subsidiary to Liner Pipe 15 and the Contractor shall also provide an End Section (15) (RC) at the cost of End Section (15) (CS). Page 38 of 48

39 Additive # 73-5 KA Page 39 of 48

40 Pipe to which end section is attached. Threaded rod Flat strap connector Strap bolt Rod holder GENERAL NOTE for END SECTIONS Riveted or bolted Dimple band collar bolted to end section with bolts. End section material shall follow KDOT Pipe Policy for geographic location. Location shall govern use of CS (Galvanized), ACS (Aluminized) or CA (Aluminum) (Type ) End Section. Pipe material and End Section material shall be the same with no mixing of types per location. Toe plate shall be punched to match holes in apron lip and attached with furnished diameter nuts & bolts. Toe plate extension, when specified, is an accessory and shall be the same gauge and metal as end section. Note: Type 3 connection may be furnished instead of Type 1 or Type for smaller round or arch pipe. Multiple panel end sections may contain dual gauges of like metal and shall have lap seams which are tightly joined with rivets or bolts. For 60 and larger diameter round pipe end sections and 77x5 arch pipe end sections, the reinforced edges are supplemented with stiffener angles. The angles are attached with nuts and bolts. Angle reinforcement may be required uder the center panel seams of 73x55 and larger arch pipe end sections depending on manufacturer. Varies corrugation or dimpled band (shown) Scafco-type angle with Dia. Bolts CA A B H L W A B H L W or CA or CA (min.) (max.) (min.) (+/-) (min.) Gauge (min.) (max.) (min.) (+/-) (min.) Bid Nom. Pipe Arch Dimensions in Inches / 3 x Corrugations Dimensions in Inches 3 x 1 or 5 x 1 Corr. Approx. W.W. Approx. Designation CS,ACS CS,ACS Gauge (min.) (max.) (min.) (+/-) (min.) Gauge CS,ACS or Thickness CSP/ACSP Thickness Gauge CAP ga. ga. ga. ga. 8 ga. Pipe stub of spiral (Helical) corrugation / / / / / / / x 13 1 x 15 4 x 18 8 x 0 35 x 4 4 x 9 49 x x x x x x x x 5 81 x x x x 67 3 x 71 1 x 75 / / / / / / / / / / B Galvanized steel Pipe pay length A W A Reinforced edge Toe plate (Optional) (Same gauge as apron) Reinforced edge Toe plate (Optional) (Same gauge as apron) 8 H 8 H ctrs. (max.) Dia. L ctrs. (max.) Pipe pay length Pipe pay length Pipe pay length TYPE 1 TYPE TYPE 3 TYPE 5 Available in sizes through 4 only. Available in sizes 30 and 36 Round and 17x13 through 57x38 Pipe-Arches. Available in sizes 4 through 96 Round and 60x46 through 81x59 Pipe-Arches. Available for all Round and equivalent Pipe-Arch sizes, (Type 1 and Type connections are recommended for the smaller sizes with annular ends). W + for to 30 diameter pipes inclusive. W + 0 for 36 to 84 diameter pipes inclusive. W + for pipe-arches with a rise of 13 to 9 inclusive. W + 0 for pipe-arches with a rise of 33 to 59 inclusive. Connecting band of spiral (Helical) Other approved designs may be used in lieu of type shown. Connection of end sections by welding will not be permitted. One annular corrugation rolled into pipe after fabrication. Bolted or riveted Separate as required to line up, approximately. 1-0 SPIRAL (HELICAL) CORRUGATION For all sizes of round and arch culvert pipes having Spiral (Helical) corrugations, the end sections and connecting bands shall be as shown above. PLAN ( llustrated with Type #3 Connection) FRONT FRONT Rise Page 40 of 48 KDOT Graphics Certified (In.) Pipe Dia. A B H L W Slope Sq. Ft. Area Sq. Ft. Span & Rise Slope Dimensions in Inches or or or or or or.0.5 or x : 1 : 1 : 1 : Rev. Round and Arch tables, add. Alum.S.W.K. J.O.B Rev. Round Pipe Gauges S.W.K J.O.B Rev. layout, details, tables and notes S.W.K Added pipe corrugation option note R.J.S. J.O.B. J.O.B. NO. DATE REVISIONS BY APP D METAL END SECTION FOR ROUND & ARCH METAL CULVERTS (TYPE ) & RD660 FHWA APPROVAL --09 DESIGNED DETAILED KANSAS DEPARTMENT OF TRANSPORTATION PIPE GAUGE TABLES DESIGN CK. DETAIL CK. QUAN.CK. APP D. James O. Brewer QUANTITIES KDOT Graphics Certified TRACED Bowser TRACE CK. King (Information listed in these tables are nominal and may vary by manufacturer.) Additive # 73-5 KA

41 Dia. Bolts Band Scafco-type angle CONNECTION DETAIL H-7 or H- BAND (H-) 7 (H-7) UNIVERSAL REFORMED END with DETAILS FOR H-7 HUGGER BAND ( thru 36) 13 (H-13) (H-) Hugger Band H-7 or H- HUGGER BAND or H- HUGGER BAND ( thru 0) Bolt, Bar and Strap Connector Assembly 3 Dia. / 3 x Corr. 3 x 1 Corr. 5 x 1 Corr. / 3 x Corr. 3 x 1 Corr. Inches CSP or ACSP CSP or ACSP CSP or ACSP CAP CAP Bolt, Bar and Strap Hugger Band Dia. Bolts Connector Assembly Pipe Minimum Gauge of Round Pipe Dia. Bolts Bar and Strap Connector CONNECTION DETAIL UNIVERSAL REFORMED END with SINGLE HARNESS HUGGER BAND DETAILS FOR H- or H-13 HUGGER BAND CONNECTION DETAIL DOUBLE HARNESS Bar and Strap Connector (Information listed in these tables are nominal and may vary by manufacturer.) Bid Equiv. Minimum Gauge of Arch Pipe Pipe Dimension Round Designation Span & Rise Sq. Ft. Pipe / 3 x Corr. 3 x 1 Corr. 5 x 1 Corr. / 3 x Corr. 3 x 1 Corr. Sq. Ft. Diameter CSP or ACSP CSP or ACSP CSP or ACSP CAP CAP or or or or or or.0.5 or x 13 1 x 15 4 x 18 8 x 0 35 x 4 4 x 9 49 x x x x x x x x x x x x x 67 3 x 71 1 x x 79 8 x x 87 x GENERAL NOTE for METAL PIPE Culvert Type listed may be CSP, ACSP, CAP, RCP, PVCP & PEP within guidelines of KDOT Pipe Policy for geographic location. More than one pipe Type may be acceptable for a design location with allowable types listed for each site. There shall be no payment for gain in pipe length due to fit of pipe at connecting band. When Hugger Bands are used, the H-7 Hugger Band may be used on circular pipes 36 diameter and smaller or pipe arches 4x 9 and smaller. The H- Hugger Band may be used on thru 0 pipe. The H- or H-13 Hugger Band are for pipe sizes larger than 36 diameter or 4x9 arch pipe. Pipe gauge listed in the tables on this sheet are minimum for E =750 p.s.i. soil. Pipe gauge will be determined for each site based on the Design Manual Volume - Part C Fill Height Tables and shall shall be listed in the Pipe Culvert Summary. Gauges shown on this Standard Drawing are KDOT minimum and may not be industry minimum gauge. In geographic areas that allow CSP (4 or smaller arched or round pipe) for entrance and side road installation with less than 3,000 AADT, gauge ACSP may be substituted for gauge CSP. Aluminum or aluminized pipes or end sections shall be coated with an asphaltic paint when in contact with fresh concrete in accordance with the Standard Specifications Rev. Round and Arch tables, add. Alum.S.W.K. J.O.B Rev. Round Pipe Gauges S.W.K J.O.B Rev. layout, details, tables and notes S.W.K. J.O.B Added pipe corrugation option note R.J.S. J.O.B. Additive # 73-5 KA Page 41 of 48 METAL END SECTION FOR ROUND & ARCH METAL CULVERTS (TYPE ) & PIPE GAUGE TABLES RD660 KANSAS DEPARTMENT OF TRANSPORTATION FHWA APPROVAL --09 APP D. James O. Brewer DESIGNED DETAILED QUANTITIES TRACED Bowser DESIGN CK. DETAIL CK. QUAN.CK. TRACE CK. King KDOT Graphics Certified KDOT Graphics Certified NO. DATE REVISIONS BY APP D

42 PIPE COLLARS Additive # 3Clear (Typ.) L / L No. 4 ctrs. L 73-5 KA L L / 1 Typ. T Concrete Pipe 90 Úì of New or Existing Pipe 90 (3) No. 4 Circular Ties Concrete Pipe L PIPE COLLAR AT CHANGE IN ALIGNMENT General Notes: Pipe collar shall be used to join pipes of different diameters or materials or where change in alignment or grade exceeds that allowed for ordinary joints. All concrete shall be Concrete Grade 3.0. All reinforcing steel shall be Grade 60 and shall have a minimum of of cover. TYPE A COLLAR The diameter of the circular ties shall be the outside dia- meter of the larger pipe plus T. The maximum allowable distance between the ends of the pipes at any point is. All labor, materials and incidentals required to construct the pipe collar Type A, B or C shall not be paid for directly but shall be subsidiary to the individual pipe bid items. Aluminum or aluminized pipes or end sections shall be coat- ed with an asphaltic paint when in contact with fresh concrete in accordance with the Standard Specifications. Pipe ends shall be trimmed such that the maximum distance between pipes at any point is. '- 1'-7 7 Minimum wall thickness same as concrete pipe. Coupling band Size of Pipe as Shown on Plans T T Concrete Pipe No. 4 ctrs. (3) No. 4 Circular Ties Culvert type CSP, ACSP or CAP PIPE COLLAR AT CHANGE IN PIPE MATERIAL TYPE B COLLAR CONCRETE PIPE COLLAR Pipe Dia. L T '-0 1'-0 1'-6 1'-6 1' Concrete Pipe Culvert type CSP, ACSP or CAP Culvert type CSP, ACSP or CAP (CONCRETE PIPE CONNECTED TO CORRUGATED METAL PIPE) TYPE C COLLAR NO Added Details, Pipe Embedment T.T.R. S.W.K Rev. Dimension, Type B Collar S.W.K. J.O.B Added asphaltic paint note S.W.K. J.O.B Changed Class to Grade concrete S.W.K. J.O.B. DATE REVISIONS BY APP'D A section of concrete pipe (6'-0 min.) is cast 1'-7 short with the re-steel protruding. Tack weld the re-steel to the '- section of CMP and finish casting the remaining 1'-7 of RCP around the CMP. This is an approved connection provided it is fabricated as an integral part of a section of concrete pipe. Page 4 of 48 KANSAS DEPARTMENT OF TRANSPORTATION MISCELLANEOUS PIPE CULVERT DETAILS RD668 FHWA APPROVAL 3-- APP'D. SCOTT W. KING DESIGNED DETAILED KAHLE QUANTITIES TRACED DESIGN CK. DETAIL CK. RHOADS QUAN.CK. TRACE CK. KDOT Graphics Certified KDOT Graphics Certified