C-604_W91P6-17-B-0008_GSD_Lake_Street_Plans_revisedAMD.pdf
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- Attached to
- Lake Street Sanitary and Storm Sewer Improvements Section 219, Gary, Lake County, Indiana
- Solicitation number
- W912P617B0008
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This File Contains the Revised Drawing Sheet "C-604" and is a part of Amendment 0002
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BID SET
PLOT SCALE: 1:3.560209 EDIT DATE: 6/22/17 - 7:31 PM EDITED BY: JGRIFFITH DRAWING FILE: P:\2017\00695\D. DRAWINGS\ENVIRONMENTAL\C-604 - SAN-TBL.DWG
STATE OF
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C-604
A1
SANITARY MANHOLE REHABILITATION TABLE
A5
SANITARY PIPE REHABILITATION TABLE
NOT IN CONTRACT
STRUCTURE ID RIM INVERT
MH DEPTH (FT) MH DIAMETER (FT)
REHAB METHOD UNIT QTY
29 607.2 593.6 13.55 4
Non-structural Lining.
SF 170
586 - - - 4
Raise casting to grade
EA 1
588 605.5 587.55 17.99 4
Structural Lining.
SF 226
Replace steps.
EA 18
675 606.4 587.5 18.89 4
Replace steps.
EA 19
676 - - - 4
Raise casting to grade
EA 1
677 603.7 592.2 11.46 4
Non-structural Lining.
SF 144
678 601.8 592.45 9.3 4
Non-structural Lining.
SF 117
688 605.7 587.15 18.58 4
Structural Lining.
SF 233
Replace steps.
EA 19
694 605.7 591.5 14.2 4
Non-structural Lining.
SF 178
Replace steps.
EA 14
Raise casting to grade
EA 1
695 605.7 593.4 12.26 4
Structural Lining.
SF 154
Replace steps.
EA 12
696 602.5 593.95 8.53 4
Structural Lining.
SF 107
Replace steps.
EA 9
701 604.3 594.48 9.85 4
Non-structural Lining.
SF 124
Replace steps.
EA 10
702 607.2 595.03 12.19 4
Structural Lining.
SF 153
Replace steps.
EA 12
707 608.5 595.57 12.91 4
Structural Lining.
SF 162
Replace steps.
EA 13
708 608.1 596 12.08 4
Non-structural Lining.
SF 152
Replace steps.
EA 12
709 608 596.1 11.87 4
Replace steps.
EA 12
710 608.4 596.47 11.92 4
Replace steps.
EA 12
711 609.5 597.1 12.4 4
Non-structural Lining.
SF 156
712 610.2 597.56 12.62 4
Replace steps.
EA 13
713 614.1 600.5 13.57 4
Replace steps.
EA 14
715 613.6 605.5 8.12 4
Structural Lining.
SF 102
Heavy clean.
SF 102
Chemical grout.
SF 102
UPSTREAM MH DOWNSTREAM MH MATERIAL
DIAMETER (in)
STATION START STATION END DESCRIPTION QTY UNIT
DESIGN REQUIREMENTS
(ASTM F1216)
MINIMUM LOADING
REQUIREMENTS
588 585 RCP 54 - -
non-structural liner 468 LFT - -heavy cleaning
468 LFT - -
675 688 RCP 54 - - non-structural liner 340 LFT - -
686 587 RCP 36 0+20 0+50
point repair
30 LFT - -
688 588 RCP 54 - -
structural liner 170 LFT
FULLY DETERIORATED
GRAVITY PIPE CONDITION
RAILROAD LOADING
heavy cleaning
170 LFT - -
694 688 VCP 24 - -
chemical grout
180 LFT - -
702 701 VCP 18 - - CIPP 175 LFT
FULLY DETERIORATED
GRAVITY PIPE CONDITION
HS-20 HIGHWAY LOADING
676 675 VCP 24 - -
chemical grout
145 LFT - -
678 677 VCP 24 - -
chemical grout
150 LFT - -
707 702 VCP 15 - - CIPP 180 LFT
FULLY DETERIORATED
GRAVITY PIPE CONDITION
HS-20 HIGHWAY LOADING
708 707 VCP 15 - - CIPP 140 LFT
FULLY DETERIORATED
GRAVITY PIPE CONDITION
HS-20 HIGHWAY LOADING
636 637 VCP 12 - -
chemical grout
75 LFT - -
638 637 VCP 12
chemical grout
98 LFT - -
0+03 0+18 point repair
15 LFT - -
637 685 VCP 12
chemical grout
100 LFT - -
0+10 0+30 point repair
20 LFT - -
680 679 VCP 15
chemical grout
160 LFT - -
1+40 1+60 point repair
20 LFT - -
682 681 VCP 15 - - CIPP 125 LFT
FULLY DETERIORATED
GRAVITY PIPE CONDITION
HS-20 HIGHWAY LOADING
683 682 VCP 12 - -
chemical grout
150 LFT - -
710 709 VCP 12 - -
chemical grout
180 LFT - -
711 710 VCP 12 - -
chemical grout
160 LFT - -
713 712 VCP 12 - -
chemical grout
160 LFT - -
696 695 VCP 24 - -
chemical grout
160 LFT - -
695 694 VCP 24 - -
chemical grout
50 LFT - -
697 696 VCP 18 - -
chemical grout
190 LFT - -
709 708 VCP 15 - -
chemical grout
35 LFT - -
712 711 VCP 12 - -
chemical grout
170 LFT - -
677 676 VCP 24 - -
chemical grout
165 LFT - -
679 678 VCP 15 - -
chemical grout
130 LFT - -
681 680 VCP 15 - -
chemical grout
150 LFT - -
684 683 VCP 12 - -
chemical grout
165 LFT - -
685 684 VCP 12 - -
chemical grout
130 LFT - -
NOT IN CONTRACT
NOT IN CONTRACT
NOT IN CONTRACT
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