SUMMARY OF DRAINAGE STRUCTURES - ODOT...SHEET 0005,SPI-4 SPECIAL DETAIL 32.54 1177.02 1171.58 6.19...
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S U MM A R YO F D R A I NAG ES T R U C T U R E S USED: BE SHALL STRUCTURES FOLLOWING THE FOR HEADWALL PROPOSED NOTES: (D-407) LONG FT 20 BE SHALL "L" 54", = D HEADWALLS, STRAIGHT USE STRUCTURE, "B" OUTFALL FOR (D-407) LONG FT 18 BE SHALL "L" 48", = D HEADWALLS, STRAIGHT USE 6, STR. FOR ITEMS IDENTIFIED BY (*) ABOVE SHALL BE FOR CONTRACTOR'S INFORMATION ONLY. COST TO BE INCLUDED IN PRICE BID FOR OTHER ITEMS OF WORK. SEE "SUMMARY OF DRAINAGE STRUCTURES" NOTES ON SHEET 2 OF 2. R001 5/20/19 REVISED P&P SHEET NUMBERS 3 3 STRUCTURES DRAINAGE OF SUMMARY NO. S T RUCT URE NO. S HEET P&P LOCATION DESCRIPTION DESIGN OPE NI NGS ) ( CURB DE S I GN I NLET SEWER STORM CURB OR COVE R OF T OP AT ELE V. M ANHOLE OR I NLET OF BOTT OM ELE V. F L E XCAVAT I ON * T RE NCH M ATE RI AL * BE DDI NG S T ANDARD 3 ' X 5 ' RCB PRE CAS T S T R. S M ALL CONCRETE A CL ASS CONCRETE A CL ASS S TEEL RE I NF ORCI NG * GRATE & F RAM E I NLET * ( 8 " ) HOOD CURB BARRI E R GRATE S TEEL W EL D HE AVY PIPE GRATED E XCAVAT I ON UNCL ASS I F I E D MANHOLE COVE R* AND F RAM E M ANHOLE MH IN DEPTH ADD'L. BOX J UNCT I ON PIPE CONC. REINF. RCP FOR PCES INLET INLET IN DEPTH ADD'L CRITERIA DESIGN INLET DROP TOTAL 2 TYPE 18" 24" 30" 36" 42" 48" 60" 18" 30" 2 2 ( B) 2 ( 2 B) 2 ( D) 3 3 ( B) 3 ( D) 3 ( 2 B) 2 2 ( B) 2 ( C) 2 ( 2 B) 2 ( D) 3 3 ( B) 3 ( 2 B) DA INLET IN Q BY- DESIGN Q COND PASS 12 13 4' 5' 6' 4' 5' 6' 5 508(B) 509(C) 509(B) 511(A) 611(G) 611(A) 611(B) 611(L) 613(A) 613(L) 611(G) 611(H) ACRE CFS CFS CFS CU.YD. CU.YD. L.F. CU.YD. CU.YD. LBS EA. EA. LBS EA. C.Y. EA. EA. V.F. C.F. L.F. EA. EA. FT. VERT. E10 R019 LT. 29' 129+29.34 OUT-A INTO RCP IN 60 LF. 4 EXIST STUBBED 2(STD). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 2 0.97 5.60 25.90 1175.63 1165.79 2 2 3 1 4.84 E11 R019 RT. 13.5' 129+30.83 E10 STR. INTO RCP IN 60 LF. 4 STUB AND EXTEND . 6'X6' BOX JUNC EXIST. 32.54 1175.91 1167.18 14.70 6.40 4 E12 R019 RT. 29' 129+29.41 E11 STR. INTO RCP IN 60 LF. 4 STUB 3(2B). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(2B) 1.09 5.57 56.74 1175.63 1167.50 13.50 6.40 4 8 4 1 3.13 E13 R019 RT. 51.85' 129+28.96 E12 STR. INTO RCP IN 60 LF. 28 STUB SECT. END CULV PREFAB EXIST 5.41 1173.66 1167.66 B T OU R019 LT. 48' 133+65.55 (D=54") HEADWALL STRT. CONST. 0005,SPI-4 SHEET DETAIL SPECIAL 32.54 1177.02 1171.58 6.19 355 1 R019 LT. 33.49' 133+65.50 OUT-B INTO RCP IN 48 LF. 14 STUB 3(B). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(B) 0.58 6.42 5.53 0.89 1180.98 1171.70 32.84 14.42 4 6 14 1 4.28 2 R019 RT. 14.6' 133+78.00 1 STR. INTO RCP IN 48 LF. 46 STUB . 6'X6' BOX JUNC CONST. MJB-3,MFC-4,SPI-4 11.00 1181.33 1172.17 131.68 47.38 1.73 1 71.40 46 3 R019 RT. 26.63' 133+78.00 2 STR. INTO RCP IN 24 LF. 8 STUB 3(B). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(B) 0.64 5.07 4.48 0.59 1181.09 1176.10 9.47 3.12 4 6 8 1 4 R019 RT. 39.44' 133+78.00 3 STR. INTO RCP IN 18 LF. 12 STUB DES12. ''TYP''2 GPI CONST. GPI-4,SPI-4 15.44 1180.90 1178.00 6.86 3.36 1 12 5 R019 RT. 12.58' 134+85.00 2 STR. INTO RCP IN 48 LF. 102 STUB . 6'X6' BOX JUNC CONST. MJB-3,MFC-4,SPI-4 11.00 1182.26 1173.00 142.52 105.06 1.73 1 74.10 102 6 R019 RT. 31' 134+84.98 5 STR. INTO RCP IN 18 LF. 16 STUB (D=48"). HEADWALL STRT. CONST. 0005,SPI-4 SHEET DETAIL SPECIAL 10.08 1183.00 1177.50 15.02 4.48 5.14 305 16 6A R020 RT. 12' 138+10.00 5 STR. INTO RCP IN 48 LF. 320 STUB . 6'X6' BOX JUNC CONST. MJB-3,MFC-4,SPI-4 32.54 1185.12 1175.80 892.44 329.60 1.73 1 76.90 320 7 R020 LT. 36.17' 139+00.00 8 STR. INTO RCP IN 18 LF. 44 STUB 2(B). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 2(B) 1.46 8.89 5.52 3.37 1185.36 1180.90 36.00 12.32 2 4 44 1 8 R020 RT. 12' 139+00.00 5 STR. INTO 5'X3' RCB PRECAST 48 LF. 84 STUB . 6'X6' BOX JUNC CONST. MJB-3,MFC-4,SPI-4 32.54 1185.64 1177.85 304.51 15.55 84 1.73 1 52.80 9 R020 RT. 24.18' 139+00.00 8 STR. INTO RCP IN 24 LF. 8 STUB 3(B). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(B) 2.68 9.76 8.13 1.63 1185.36 1180.60 8.62 3.12 4 6 8 1 10 R021 RT. 21.77' 141+60.00 8 STR. INTO RCP IN 42 LF. 256 STUB M.H.. DIA. 6' CONST. MJB-3,MFC-4,SPI-4 32.54 1187.50 1180.40 541.12 235.52 1 1 2.10 256 10A R021 RT. 33.76' 141+60.00 10 STR. INTO RCP IN 18 LF. 8 STUB 3(STD). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3 2.54 8.51 6.58 1.94 1187.27 1182.90 6.26 2.24 4 4 8 1 11 R021 RT. 24' 144+50.00 10 STR. INTO RCP IN 42 LF. 286 STUB M.H.. DIA. 6' CONST. MJB-3,MFC-4,SPI-4 32.54 1189.62 1183.00 562.06 263.12 1 1 1.62 286 12 R021 RT. 36' 144+50.00 11 STR. INTO RCP IN 18 LF. 8 STUB 3(B). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(B) 1.64 7.69 6.59 1.10 1189.38 1185.00 6.06 2.24 4 6 8 1 13 R021 RT. 24' 145+50.00 11 STR. INTO RCP IN 42 LF. 94 STUB . 6'X6' BOX JUNC CONST. MJB-3,MFC-4,SPI-4 32.54 1190.36 1184.10 174.91 86.48 1.73 1 34.30 94 14 R021 RT. 60.92' 145+62.45 13 STR. INTO RCP IN 36 LF. 36 STUB 3(STD). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3 19.52 43.88 18.73 1190.30 1184.30 52.42 22.68 4 4 36 1 1.00 15 R021 RT. 24' 146+05.00 13 STR. INTO RCP IN 36 LF. 50 STUB M.H.. DIA. 5' CONST. MJB-3,MFC-4,SPI-4 32.54 1190.77 1184.50 70.77 31.50 1 1 1.27 50 16 R021 RT. 36.17' 146+05.00 15 STR. INTO RCP IN 24 LF. 10 STUB 3(D). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(D) 5.28 19.43 22.54 1190.53 1185.70 9.58 3.90 4 8 10 1 17 R022 RT. 23' 149+00.00 15 STR. INTO RCP IN 30 LF. 290 STUB M.H.. DIA. 5' CONST. MJB-3,MFC-4,SPI-4 32.54 1194.64 1187.60 375.32 147.90 1 1 2.04 290 18 R022 RT. 35.17' 149+00.00 17 STR. INTO RCP IN 18 LF. 10 STUB 3(D). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(D) 3.10 12.43 9.87 2.56 1194.40 1190.10 7.76 2.80 4 8 10 1 19 R022 LT. 42.56' 151+70.00 20 STR. INTO RCP IN 18 LF. 12 STUB DES12. ''TYP''2 GPI CONST. GPI-4,SPI-4 15.44 1198.80 1194.80 7.88 3.36 1 12 20 R022 LT. 30.17' 151+70.00 21 STR. INTO RCP IN 24 LF. 46 STUB 2(STD). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 2 0.39 4.71 2.32 2.39 1198.73 1193.90 41.39 17.94 2 2 46 1 21 R022 RT. 18' 151+70.00 17 STR. INTO RCP IN 24 LF. 266 STUB M.H.. DIA. 5' CONST. MJB-3,MFC-4,SPI-4 32.54 1198.98 1193.50 269.66 103.74 1 1 0.48 266 22 R022 RT. 30.17' 151+70.00 21 STR. INTO RCP IN 18 LF. 10 STUB 3(D). DES CI CONST. CIG-3,SPI-4 SSCD-3,CI-1,SSIF-4, 3(D) 2.65 8.37 7.09 1.28 1198.73 1194.40 6.86 2.80 4 8 10 1 SUBTOTAL 3740.21 1477.43 84 8.65 11.33 660 46 72 2 3 2 10 3.79 3.72 309.50 120 338 290 86 636 482 11 2 1 2 4 3 1 4.84 1.00 4.28 3.13 3 3 DRAWN CHECKED APPROVED SQUAD SHEET NO. DESIGN STATE JOB NO. L:\100033939\CADD\DRN\R001 - 29300( 04)- SUMMARY OF DRAI NAGE STRUCTURES_ L2A. dgn 5/20/2019 12: 26: 35 PM 29300(04) 24TH AVE. SE - LINDSEY ST. TO ALAMEDA ST. AG DK SK OKLAHOMA DEPARTMENT OF TRANSPORTATION FED. ROAD DIST. NO. FISCAL YEAR SHEET NO. TOTAL SHEETS STATE REVISIONS DESCRIPTION DATE JOB PIECE NO. 3 29300(04) JM
Transcript of SUMMARY OF DRAINAGE STRUCTURES - ODOT...SHEET 0005,SPI-4 SPECIAL DETAIL 32.54 1177.02 1171.58 6.19...
SUMMARY OF DRAINAGE STRUCTURES
USED: BE SHALL STRUCTURES FOLLOWING THE FOR HEADWALL PROPOSEDNOTES:
(D-407) LONG FT 20 BE SHALL "L" 54", = D HEADWALLS, STRAIGHT USE STRUCTURE, "B" OUTFALLFOR
(D-407) LONG FT 18 BE SHALL "L" 48", = D HEADWALLS, STRAIGHT USE 6, STR.FOR
ITEMS IDENTIFIED BY (*) ABOVE SHALL BE FOR CONTRACTOR'S INFORMATION ONLY. COST TO BE
INCLUDED IN PRICE BID FOR OTHER ITEMS OF WORK. SEE "SUMMARY OF DRAINAGE STRUCTURES" NOTES ON SHEET 2 OF 2.
R001
5/20/19REVISED P&P SHEET NUMBERS
3
3
STRUCTURES DRAINAGE OFSUMMARY
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PIPE CONC.REINF. RCPFOR
PCESINLET INLET IN DEPTHADD'L
CRITERIADESIGN INLETDROP
TOTAL 2TYPE
18" 24" 30" 36" 42" 48" 60" 18" 30" 2
2(B)
2(2
B)
2(D)
3
3(B)
3(D)
3(2
B)
2
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2(C)
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B)
2(D)
3
3(B)
3(2
B)
DA INLET INQ BY- DESIGN
Q COND PASS 12 13 4' 5' 6' 4' 5' 6'
5 508(B) 509(C) 509(B) 511(A) 611(G) 611(A) 611(B) 611(L) 613(A) 613(L) 611(G) 611(H)
ACRE CFS CFS CFS CU.YD. CU.YD. L.F. CU.YD. CU.YD. LBS EA. EA. LBS EA. C.Y. EA. EA. V.F. C.F. L.F. EA. EA. FT.VERT.
E10 R019 LT.29'
129+29.34
OUT-A INTO RCP IN 60 LF.4
EXIST STUBBED 2(STD). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,2 0.97 5.60 25.90 1175.63 1165.79 2 2 3 1 4.84
E11 R019 RT.13.5'
129+30.83
E10 STR. INTO RCP IN 60 LF. 4STUB
AND EXTEND . 6'X6' BOX JUNCEXIST. 32.54 1175.91 1167.18 14.70 6.40 4
E12 R019 RT.29'
129+29.41
E11 STR. INTORCP
IN 60 LF. 4 STUB 3(2B). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(2B) 1.09 5.57 56.74 1175.63 1167.50 13.50 6.40 4 8 4 1 3.13
E13 R019 RT.51.85'
129+28.96
E12 STR. INTO RCP IN 60 LF.28
STUB SECT. END CULV PREFABEXIST 5.41 1173.66 1167.66
B
TOUR019
LT.48'
133+65.55 (D=54") HEADWALL STRT.CONST.
0005,SPI-4SHEET
DETAILSPECIAL 32.54 1177.02 1171.58 6.19 355
1 R019 LT.33.49'
133+65.50
OUT-B INTORCP
IN 48 LF. 14 STUB 3(B). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(B) 0.58 6.42 5.53 0.89 1180.98 1171.70 32.84 14.42 4 6 14 1 4.28
2 R019 RT.14.6'
133+78.00
1 STR. INTO RCP IN48
LF. 46 STUB . 6'X6' BOX JUNCCONST.
MJB-3,MFC-4,SPI-4 11.00 1181.33 1172.17 131.68 47.38 1.73 1 71.40 46
3 R019 RT.26.63'
133+78.00
2 STR. INTORCP
IN 24 LF. 8 STUB 3(B). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(B) 0.64 5.07 4.48 0.59 1181.09 1176.10 9.47 3.12 4 6 8 1
4 R019 RT.39.44'
133+78.00
3 STR. INTO RCP IN18
LF. 12 STUB DES12. ''TYP''2 GPICONST. GPI-4,SPI-4 15.44 1180.90 1178.00 6.86 3.36 1 12
5 R019 RT.12.58'
134+85.00
2 STR. INTO RCP IN48
LF. 102 STUB . 6'X6' BOX JUNCCONST.
MJB-3,MFC-4,SPI-4 11.00 1182.26 1173.00 142.52 105.06 1.73 1 74.10 102
6 R019 RT.31'
134+84.98
5 STR. INTO RCP IN 18 LF. 16STUB
(D=48"). HEADWALL STRT.CONST.
0005,SPI-4SHEET
DETAILSPECIAL 10.08 1183.00 1177.50 15.02 4.48 5.14 305 16
6A R020 RT.12'
138+10.00
5 STR. INTO RCP IN48
LF. 320 STUB . 6'X6' BOX JUNCCONST.
MJB-3,MFC-4,SPI-4 32.54 1185.12 1175.80 892.44 329.60 1.73 1 76.90 320
7 R020 LT.36.17'
139+00.00
8 STR. INTORCP
IN 18 LF. 44 STUB 2(B). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,2(B) 1.46 8.89 5.52 3.37 1185.36 1180.90 36.00 12.32 2 4 44 1
8 R020 RT.12'
139+00.00
5 STR. INTO 5'X3' RCB PRECAST48
LF. 84 STUB . 6'X6' BOX JUNCCONST.
MJB-3,MFC-4,SPI-4 32.54 1185.64 1177.85 304.51 15.55 84 1.73 1 52.80
9 R020 RT.24.18'
139+00.00
8 STR. INTORCP
IN 24 LF. 8 STUB 3(B). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(B) 2.68 9.76 8.13 1.63 1185.36 1180.60 8.62 3.12 4 6 8 1
10 R021 RT.21.77'
141+60.00
8 STR. INTO RCPIN
42 LF. 256 STUB M.H.. DIA. 6'CONST.
MJB-3,MFC-4,SPI-4 32.54 1187.50 1180.40 541.12 235.52 1 1 2.10 256
10A R021 RT.33.76'
141+60.00
10 STR. INTORCP
IN 18 LF. 8 STUB 3(STD). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3 2.54 8.51 6.58 1.94 1187.27 1182.90 6.26 2.24 4 4 8 1
11 R021 RT.24'
144+50.00
10 STR. INTO RCPIN
42 LF. 286 STUB M.H.. DIA. 6'CONST.
MJB-3,MFC-4,SPI-4 32.54 1189.62 1183.00 562.06 263.12 1 1 1.62 286
12 R021 RT.36'
144+50.00
11 STR. INTORCP
IN 18 LF. 8 STUB 3(B). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(B) 1.64 7.69 6.59 1.10 1189.38 1185.00 6.06 2.24 4 6 8 1
13 R021 RT.24'
145+50.00
11 STR. INTO RCP IN42
LF. 94 STUB . 6'X6' BOX JUNCCONST.
MJB-3,MFC-4,SPI-4 32.54 1190.36 1184.10 174.91 86.48 1.73 1 34.30 94
14 R021 RT.60.92'
145+62.45
13 STR. INTO RCPIN
36 LF. 36 STUB 3(STD). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3 19.52 43.88 18.73 1190.30 1184.30 52.42 22.68 4 4 36 1 1.00
15 R021 RT.24'
146+05.00
13 STR. INTORCP
IN 36 LF. 50 STUB M.H.. DIA. 5'CONST.
MJB-3,MFC-4,SPI-4 32.54 1190.77 1184.50 70.77 31.50 1 1 1.27 50
16 R021 RT.36.17'
146+05.00
15 STR. INTORCP
IN 24 LF. 10 STUB 3(D). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(D) 5.28 19.43 22.54 1190.53 1185.70 9.58 3.90 4 8 10 1
17 R022 RT.23'
149+00.00
15 STR. INTO RCPIN
30 LF. 290 STUB M.H.. DIA. 5'CONST.
MJB-3,MFC-4,SPI-4 32.54 1194.64 1187.60 375.32 147.90 1 1 2.04 290
18 R022 RT.35.17'
149+00.00
17 STR. INTORCP
IN 18 LF. 10 STUB 3(D). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(D) 3.10 12.43 9.87 2.56 1194.40 1190.10 7.76 2.80 4 8 10 1
19 R022 LT.42.56'
151+70.00
20 STR. INTO RCP IN18
LF. 12 STUB DES12. ''TYP''2 GPICONST. GPI-4,SPI-4 15.44 1198.80 1194.80 7.88 3.36 1 12
20 R022 LT.30.17'
151+70.00
21 STR. INTO RCPIN
24 LF. 46 STUB 2(STD). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,2 0.39 4.71 2.32 2.39 1198.73 1193.90 41.39 17.94 2 2 46 1
21 R022 RT.18'
151+70.00
17 STR. INTO RCPIN
24 LF. 266 STUB M.H.. DIA. 5'CONST.
MJB-3,MFC-4,SPI-4 32.54 1198.98 1193.50 269.66 103.74 1 1 0.48 266
22 R022 RT.30.17'
151+70.00
21 STR. INTORCP
IN 18 LF. 10 STUB 3(D). DES CICONST.
CIG-3,SPI-4
SSCD-3,CI-1,SSIF-4,3(D) 2.65 8.37 7.09 1.28 1198.73 1194.40 6.86 2.80 4 8 10 1
SUBTOTAL 3740.21 1477.43 84 8.65 11.33 660 46 72 2 3 2 10 3.79 3.72 309.50 120 338 290 86 636 482 11 2 1 2 4 3 1 4.84 1.00 4.28 3.13
3
3
DRAWN
CHECKED
APPROVED
SQUAD SHEET NO.
DESIGN
STATE JOB NO.
L:\
100033939\
CA
DD\
DR
N\
R001-
29300(0
4)-
SU
MM
AR
Y
OF
DR
AIN
AG
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TR
UC
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RES_
L2
A.d
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5/20/2019
12:2
6:3
5 P
M
29300(04)
24TH AVE. SE - LINDSEY ST. TO ALAMEDA ST.AG
DK
SK
OKLAHOMA DEPARTMENT OF TRANSPORTATION
FED. ROAD
DIST. NO.
FISCAL
YEAR
SHEET
NO.
TOTAL
SHEETSSTATE
REVISIONSDESCRIPTION DATE
JOB PIECE NO.
3
29300(04)
JM
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