OF INDEX OF 1 7 FOUNDATION TREATMENT, COMPACTION & SUBGRADING DETAIL 8 SALVAGED TOPSOIL 15 SIDEROAD PLAN-PROFILE 16 RIGHT OF WAY MONUMENT INSTALLATION DETAIL SHEET -23 PAVING DETAILS 24-29 PAVEMENT DETAILS INLET AND MANHOLE DETAILS 38-41 SEWER DETAILS SCHEDULE OF INLETS AND MANHOLES 43 DITCH LINING 44 METAL END SECTIONS o T GRADING AND SURFACING (CONCRETE) SIGNING AND PAVEMENT MARKING SEEDING ) es l i M ed n ar L STA. 387+. END Proj. 56-73 KA-3265-1 CONCRETE END SECTIONS Sta. 87+. on PIPE CULVERT SUMMARY Proj. No. 56-73-F-3(2) SUMMARY OF QUANTITIES PROJECT SURFACING 51-62 TEMPORARY EROSION AND POLLUTION CONTROL 63 SEEDING 64-86 SIGNING AND PAVEMENT MARKING T 22 S 87-92 CONSTRUCTION SEQUENCE T 23 S 93-117 TRAFFIC CONTROL 118- SCALE: CROSS SECTIONS 1" Mile DESIGN DESIGNATION (URBAN) STA. 349+. TO STA. 382+. AADT (17) SQUAD US-56 42 48-49 1 (1 PAWNEE COUNTY 31-37 47 DESI GNERS FEDERAL AID PROJECT MISCELLANEOUS DETAILS 45-46 14 14 14 14 HIGHWAY INTERSECTION DETAILS J.Bowen M.Rembol t /D.Kal e J.Hobel man/t.rhoads T.Rhoads - ROAD PLAN AND PROFILE OF PROPOSED PLAN-PROFILE 17-19 2, Note: Traffic to be carried through construction as shown on 86 91 the construction sequencing sheets (Sh. Nos. - ) STA. 346+. BEGIN AADT (37) 3, DHV 9% D T 24% V 45 mph C of A None Clear Zone 18' Proj. 56-73 KA-3265-1 Sta. 46+. on / Proj. No. 56-73-F-3(2) DESIGN DESIGNATION (RURAL) 2, AADT (37) 3, DHV 9% D T 24% V mph C of A None Clear Zone / ) es l i M 32' CONVENTIONAL SIGNS o T ey l s in K 4 (1 CITY LIMITS TERRACE OR NATIONAL LINE CULVERTS TOWNSHIP, SECTION or GRANT LINE DROP INLET & STORM SEWER PROPERTY LINE ð EXCEPTIONS NONE Approved Date ACCESS CONTROL HIGHWAY FENCE POWER POLE EXISTING FENCE TELEPHONE POLE GUARDRAIL MARSH CONSTRUCTION LIMITS HEDGE RIGHT OF WAY LINE TREES TRAVELED WAY PROFILE ELEVATION RAILROADS STREAM or CREEK State Transportation Engineer By: NET LENGTH OF PROJECT 1172. 18 Fi l e :KA3261r t i 1. dgn CENTER LINE OF PROJECT 3,548. FT. (Includes Equations) 1 COUNTY LINE GROSS LENGTH OF PROJECT NET LENGTH OF BRIDGES NET LENGTH OF ROAD 3,547.19 FT..672 MILES. FT.. MILES 3,547.19 FT..672 MILES Chief, Bureau of Road Design DEPARTMENT OF TRANSPORTATION KDOT Graphics Certified 12-11-18 Sh. No.1 KDOT Graphi cs Certi f i ed R 18 W Pl ot t ed :12DEC18 13: 15 AADT (17) R 17 W STA. 382+. TO STA. 384+68. Dr awn By :m ar kr e SURVEY 1 PROJ. NO. 56-73 KA-3265-1 FED. PROJ. NO. NHPP-A326(1) DEPARTMENT OF TRANSPORTATION TYPICAL SECTIONS 9-14 CADD TECHNI CI AN 56-73 KA-3265-1 19 SIGNATURE SEAL SHEET 3-6 DATE TITLE SHEET 2 BY PROJECT N.
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 118 76.36 6.67 % 3+. 3+. 76.87.45% Ent. 5.% 5.% 349+. 349+. 77.33 348+. 348+. 74.65 Exist. Dt. 77.71 347+. 347+. 74.36 Exist. Dt. 77.89 Drawn By :m arkre Plo ted :13-DEC-18 11:1 File :KA3261rxs-1.dgn 74.35 Exist. Dt. 346+. 346+. MATCH EXIST. 74.63 345+. 345+. Exist. Dt. 1 1 1 1 1 1 BEGIN PROJECT 77.94 STA. 345+. TO STA. 3+. SCALE 1: 1 1 1 Sht. 118
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 119 74.32 8.5:1 7.% Ent. 354+. 354+. 74.83 8.5:1 5.64 % 353+. 353+. 75.34 2.85 % 352+. 352+. 75.72 9:1 5.56% Ent. 351+26. 351+26. 5' L x 4' W x 5' H 75.85 Drawn By :m arkre Plo ted :13-DEC-18 11:1 File :KA3261rxs-1.dgn 76. 3+. 3+. 1 351+. 351+. 1 1 1 1 1 9.% 6.67 % 6.67 % STA. 3+. TO STA. 354+. SCALE 1: 1 1 1 Sht. 119
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 1 72.95 5. % 356+68. 356+68. 6.33% Ent. 73. 356+. 356+. 7. % 73.61 355+. 355+. 8. % 73.81 355+. 355+. 9.5 % ' L x 4' W x 5' H Drawn By :m arkre Plo ted :13-DEC-18 11:1 File :KA3261rxs-1.dgn 73.95 354+73. 354+73. 74.19 354+25. 354+25. 1 1 1 1 1 1 4.65% 8.5:1 7.% Ent. STA. 354+25. TO STA. 356+68. SCALE 1: 1 1 1 Sht. 1
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 121 72.17 4. % 358+67. 358+67. 5. % Ent. 358+. 358+. 72.36 4. % 72.47 9.99 % 357+. 357+. 4. % 72.55 8. % 357+. 357+. ' L x 4' W x 5' H 3. % Drawn By :m arkre Plo ted :13-DEC-18 11:1 File :KA3261rxs-1.dgn 357+. 357+. 356+79. 356+79. 1 1 1 1 1 1 9. % 4. % 72.79 72. 1.% 6.33% Ent. STA. 356+79. TO STA. 358+67. SCALE 1: 1 1 1 Sht. 121
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 122 72.7-8.12 % 361+. 361+. 6. % 72. -6.67 % 3+. 3+. 5' L x 4' W x 5' H 5.89 % ' L x 4' W x 5' H 72. -3.64 % 3+. 3+. 3. % 72.8 Drawn By :m arkre Plo ted :13-DEC-18 11:1 File :KA3261rxs-1.dgn 359+. 359+. 359+. 359+. 1 1 1 1 1 1 1. %. % 5' L x 4' W x 5' H 72. -1.79 % 1.% ' L x 4' W x 5' H STA. 359+. TO STA. 361+. SCALE 1: 1 1 1 Sht. 122
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 123.43% 364+. 364+. 72.92 4. % 72.88 1.62%.43%.55 % 363+87. 363+87. 72.61 363+. 363+. 5.55 % ' L x 4' W x 5' H 72. Drawn By :m arkre Plo ted :13-DEC-18 11:2 File :KA3261rxs-1.dgn 362+. 362+. 4 ' L x 4 ' W x 6' H 1 Concrete-Manhole ' L x 4' W x 5' H 361+. 361+. 1 1 1 1 1 9. 72.8 9.25 % 8.34 % STA. 361+. TO STA. 364+. SCALE 1: 1 1 1 Sht. 123
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 124 367+. 367+. 73.13. % 366+24. 366+24. 73.22. % 73.23 2.75 % 6.67 % 366+. 366+. 73.22 1.11% Ent.6.67 % 365+64. 365+64. Drawn By :m arkre Plo ted :13-DEC-18 11:2 File :KA3261rxs-1.dgn 365+. 365+. 364+93. 364+93. 1 1 1 1 1 1 1.49% 5.43%.43%.43% 73.16 73.15 2.% 2.% Ent. STA. 364+93. TO STA. 367+. SCALE 1: 1 1 1 Sht. 124
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 125 72.35 9.5:1 369+87. 369+87.. % 72.42 369+57. 369+57. 2. % 72.57 369+. 369+. 2. % ' L x 4' W x 5' H Drawn By :m arkre Plo ted :13-DEC-18 11:2 File :KA3261rxs-1.dgn 368+. 368+. 1 368+14. 368+14. 1 1 1 1 1 2. % 1. % 72.83 72.88 4. % 2. % STA. 368+. TO STA. 369+87. SCALE 1: 1 1 1 Sht. 125
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 126 371+77. 371+77. 72.3 3.63 %1 :1 Exc. 2.74 % 371+. 371+. 72.6 9:1 2.25 % 371+. 371+. 72.12 3. % ' L x 4' W x 5' H 72.14 1. % 3. % 4.72 % Drawn By :m arkre Plo ted :13-DEC-18 11:2 File :KA3261rxs-1.dgn 371+. 4 ' L x 4 ' W x 3 ' H 371+. 3+. 3+. 1 1 1 1 1 1 Inlet-Manhole Special 5' L x 4' W x 5' H 9.9:1 72.32.35 % ' L x 4' W x 5' H STA. 3+. TO STA. 371+77. SCALE 1: 1 1 1 Sht. 126
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 127 71.91 7.75:1 68.2 373+. 373+. 71.92 3. % 6.5:1 7.75:1 68.5 372+89. ' L x 4' W x 5' H 372+89. 8.5:1 372+. 372+. 71.96 72.1 8.15% 1.42 % 7.42 % Drawn By :m arkre Plo ted :13-DEC-18 11:2 File :KA3261rxs-1.dgn Inlet-Manhole Special 372+. 372+. 4 ' L x 4 ' W x 4' H 1 371+95. 371+95. 1 1 1 1 1 12:1 72.1 4.5:1 :1 :1 STA. 371+95. TO STA. 373+. SCALE 1: 1 1 1 Sht. 127
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 128 71.81 7.71% 2. 67.71 374+. ' L x 4' W x 5' H 374+. 71.82 67.72 374+. 374+. 71.82 67.73 373+97. 373+97. Drawn By :m arkre Plo ted :13-DEC-18 11:3 File :KA3261rxs-1.dgn 67.88 373+44.86 373+44.86 67.94 373+25. 373+25. 1 1 1 1 1 1 71.87 71.89 6.4 2. 5:1 6.25:1 STA. 373+25. TO STA. 374+. SCALE 1: 1 1 1 Sht. 128
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 129 71.44 4.6 % 5:1 67. 377+98. 377+98. 71.45 4.6 % 2. 5:1 67. ' L x 4' W x 5' H 377+. 377+. 71.53 67.63 377+. 377+. 71.63 Drawn By :m arkre Plo ted :13-DEC-18 11:3 File :KA3261rxs-1.dgn 67.66 376+. 376+. 67.69 375+. 375+. 1 1 1 1 1 1 71.72 STA. 375+. TO STA. 377+98. SCALE 1: 1 1 1 Sht. 129
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 1 71.5 2.78 % 7. % 3:1 67.48 382+. 382+. 71.15 2.57 % 9.5:1 3:1 67.51 381+. 381+. 71.24 4. % 5:1 67.54 3+. 3+. 71.34 4. % 5:1 67.57 379+. 379+. Drawn By :m arkre Plo ted :13-DEC-18 11:3 File :KA3261rxs-1.dgn 67. 378+. 378+. 1 1 1 1 1 1 4.25 % 71.44 5:1 STA. 378+. TO STA. 382+. SCALE 1: 1 1 1 Sht. 1
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 131.89-5.49 % 66.82 384+68. 384+68. Ex. Dt..86-1.8 % 66.95 384+. 384+. Ex. Dt..96 1.85 % 9.5:1 67.27 383+. 383+. Ex. Dt. 71.3. % 8. % 3:1 Drawn By :m arkre Plo ted :13-DEC-18 11:3 File :KA3261rxs-1.dgn 67.44 382+23. 382+23. 67.43 382+. Ex. Dt. 382+. 1 1 1 1 1 1 4.86 % ' L x 4' W x 5' H 71.4 7. % 2. Ex. Dt. 3:1 STA. 382+. TO STA. 384+68. SCALE 1: 1 1 1 Sht. 131
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 132 389+. 389+. 388+. 388+. 71.1 66.26 66.79 Ex. Dt. 387+. 387+. END PROJECT.96 66.44 66.79 387+. Ex. Dt. 387+. Drawn By :m arkre Plo ted :13-DEC-18 11:3 File :KA3261rxs-1.dgn 66.79 66.79 386+. 386+. 67.15 66.77 385+. 385+. 1 1 1 1 1 1.87.84 Ex. Dt. Ex. Dt. STA. 385+. TO STA. 389+. SCALE 1: 1 1 1 Sht. 132
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 133 ê Porter St. 69.93 2.29% Ent. -1.17% Ent. 47+63. 47+63. ê Porter St. 69.88 2.53% Ent. -3.26% Ent. 47+. 47+. ê Porter St. 69.88 Exist. Dt. 47+. 47+. 67.21 Drawn By :m arkre Plo ted :13-DEC-18 11:22 File :KA3261rxs-2.dgn 1 Exist. Dt. 46+. 46+. 1 1 1 1 1 ê Porter St..2 67.16 PORTER STREET STA. 46+. TO STA. 47+63. SCALE 1: 1 1 1 Sht. 133
1 1 1 1 1 1 1 1 1 1 1 1 PROJECT N. 56-73 KA-3265-1 19 ê Porter St. 71.12 49+25. 49+25. ê Porter St..94 49+. 49+. ê Porter St..36 48+. 48+. 67.24 Drawn By :m arkre Plo ted :13-DEC-18 11:22 File :KA3261rxs-2.dgn 1 48+. 48+. 1 1 1 1 1 ê Porter St..8 67.19 PORTER STREET STA. 48+. TO STA. 49+25. SCALE 1: 1 1 1 Sht.