HomeMy WebLinkAboutADDENDA 2 - BID - 9807 2023 UV CURED-IN-PLACE PIPE PROJECTScity of
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ort o � ns
Purchasing
ADDENDUM NO. 2
SPECIFICATIONS AND CONTRACT DOCUMENTS
Description of Bid 9807: Cured-in-Place Pipe Projects
OPENING DATE: 3:00 PM (Our Clock) September 21, 2023
Financial Services
Purchasing Division
215 N. Mason St. 2nd Floor
PO Box 580
Fort Collins, CO 80522
970.221.6775
970.221.6707
fcgov. com/purchasing
To all prospective bidders under the specifications and contract documents described above, the
following changes/additions are hereby made:
The due date for this bid is being extended. The bids are now due on September 21, 2023
at 3:00 PM. All other details regarding the submission remain the same.
Exhibit 1 — Questions & Answers
Attachment A— SW Maps & Depths
Attachment B— WW Maps 8� Depths
Attachment C— Willow St. Maps
The Revised Bid Schedule is uploaded separately to BidNet.
Please contact Pat Johnson, CPPB, Senior Buyer, at piohnson(c�fcqov.com with any questions
regarding this addendum.
RECEIPT OF THIS ADDENDUM MUST BE ACKNOWLEDGED BY A WRITTEN STATEMENT
ENCLOSED WITH THE BID STATING THAT THIS ADDENDUM HAS BEEN RECEIVED.
Addendum #2
Bid 9807 Cured-in-Place Pipe Projects Page 1 of 4
Exhibit 1
Questions & Answers
Q1: Do you have manhole depths of these lines?
A1: See Attachments A and B.
Q2: Do you have any videos or CCTV reports of these lines?
Download zip files linked below:
Stormwater: https://drive.qooqle.com/file/d/1 oFhJO-
xFZ2LDtMdEwUZ97LYNtRKml6bp/view?usp=drive link
Wastewater: https://drive.qoogle.com/file/d/1-RUGwzYcOLEqEN91q2WHFoL-
zFq1JIPx/view?usp=sharing
Q3: Would the City be willing to approve Steam/Water cure in addition to UV Cure? Steam/Water
cure would follow ASTM F1216 (as does UV) and ASTM F1743 guidelines. This method would
offer competitive pricing and bring best value to the City.
A3: Only bids for UV cured CIPP will be considered.
Q4: Some of the larger diameter installations may exceed the 7:00 AM to 5:00 PM work hour
window due to diameter sizes and complexity of install. Every effort would be made to limit
working beyond those hours. What is the inspector's overtime rate if longer hours are
required?
A4: The City will not charge the Contractor overtime for inspection.
Q5: Can you please provide additional map/s showing sewer lines and manholes to the north of
the Willow 200 Block? There is an active sanitary line flowing south into the upstream end of
the 36" CIPP segment, but no details on a manhole north of there that can be used for bypass
pumping.
A5: See Attachment C.
Q6: Have any discussions been had by the City (or arrangements made) with Great Western
Railway or Union Pacific Railroad regarding crossing of their tracks with a bypass discharge
line? There does not appear to be any route available to cross under or over the tracks to get
bypass discharge piping to the downstream end of the 36" CIPP segment.
A6: The Contractor will be responsible for coordinating with railroad companies.
Q7: Has the City obtained railroad permits for the lines close to or crossing under railroads? If the
City has not obtained them, will this be the City's or Contractor's responsibility? Are there any
costs associated with this process?
A7: The Contractor will be responsible for obtaining permits associated with railroads.
Q8: There are excavations listed as being needed under the "Notes" section on a few maps. Are
these excavations to be included in the lining price? If so, could you provide more information
about the length, depth, etc?
A8: Segments 10128375 and10127703 have been removed from the scope. Maps and Bid
Schedule have been revised accordingly. We do not anticipate excavation.
Q9: On page 10, it mentions if the inlet is not big enough for lining, "the inlet shall be removed by
the contractor". Is the contractor to price the replacement or is that something the city will
complete? If the contractor is to replace it, are there certain inlet types or specifications to
follow?
Addendum #2
Bid 9807 Cured-in-Place Pipe Projects Page 2 of 4
A9: The City will complete the replacement.
Q10: On page 10, it mentioned CIPP testing but does not provide the frequency. How many CIPP
tests are to be performed?
A10: Testing is to be performed in accordance with ASTM specifications.
Q11: Can the city provide depths of all the line segments so we can provide accurate liner thickness
calculations with the bid?
A11: See Attachments A and B.
Q12: Will the city provide perimeters for the liner thickness calculations such as soil modulus,
ground water table, etc. or is the contractor to assume typical conditions?
Al2: Assume typical conditions.
Q13: Does the city have videos of these segments, and can they be provided?
A13: See A2 above.
Q14: Will bends in the lines be handled as a change order if additional accommodations for CIPP
installation are needed?
A14: If the bend or angle cannot be successfully completed without causing a significant liner
defect, a change order will be considered.
Q15: Can additional mapping be provided for the sanitary sewer segments on Willow? Ideally these
would include the diameters and more of an area upstream/downstream of the line segments.
A15: Please see Attachment C.
Q16: On the map page for #10134071 it mentions to add 10138281 but it is not highlighted in blue
to be lined. Is this part of the project and is the footage currently included?
A16: Segment 10134071 is to be lined and has been added to the scope. Maps and Bid Schedule
have been updated accordingly.
Q17: What are the paving requirements on Willow?
A17: Excavation/paving were not anticipated on Willow St.
Q18: Are there any costs to the right of way permits through the city?
A18: The City will be responsible for excavation permit costs.
Q19: I could not locate #10140935. Could a google map be provided to better locate the pipe?
A19: Pipe daylights between RR tracks and Trujillo St.
Q20: #10133531 has a slide gate on it. Is that to be removed prior to lining? Is it to be replaced if it
is not operational?
A20: This is a flap gate that will be removed by the City prior to lining.
Q21: Does the canal at #10133531 get turned off in the fall?
A21: Yes, the irrigation canal is turned off between October and May.
Q22: The manhole on the east side of Wood for #10127703 is full of dirt. Is this manhole
abandoned?
Addendum #2
Bid 9807 Cured-in-Place Pipe Projects Page 3 of 4
A22: Segments 10128375 and10127703 have been removed from the scope. Maps and Bid
Schedule have been revised accordingly.
Q23: For segments #10127703 and #10128375 the sizes conflict on the table vs what is in the
"Notes" section. Can you clarify the size of pipe for these two segments?
A23: See A22 above.
Q24: For Segment #10127509, does the north end of this pipe have an access point? It appears it
could tie into a larger pipe. Can you confirm the size of the pipe it ties into if that's the case?
A24: This segment ties into a 48" RCP main on the north.
Q25: Can CIPP design specs be provided including depth, groundwater, live loads, and other
parameters for bidding purposes? Also, should HS-20 live loads be used for all lines and E-80
for the lines that run under railroad tracks?
A25: Assume HS-20 live loads for all lines. E-80 for lines that run under railroad tracks. For all other
parameters, assume typical conditions.
Q26: Due to the increased cost of materials resulting from the thicker liners required for lines
running under railroad tracks, can these lines be moved to their own bid items?
A26: Bid Schedule has been revised with Stormwater lines running under railroad tracks as
separate items. Wastewater Bid Schedule was not revised, as only the 36" line along Willow
Street runs under railroad tracks.
Q27: Will Railroad insurance be required since several line segments run under railroad tracks?
A27: Contractor is to follow parameters of railroad permits.
Q28: Has the City of Fort Collins been in contact with BNSF regarding work in the right-of-
way? Past dealings with railroads has taken longer than expected for permissions.
A28: The City has not been in contact with BNSF. This will be the responsibility of the contractor.
Q29: Is manhole/pipe depth data available for purposes of CIPP liner thickness calculations and/or
bypass pumping design?
A29: See Attachments A and B.
Q30: In the Bid Documents book (page 14-15), B. SUBMITTALS calls out items #1-8 of CIPP-
related items to submit. It is not clear if this information is to be provided with the bid or will be
requested of the awarded low bidder. In the bid documents to be submitted, Section
00420/Statement of Bidder's Qualifications, #17-24 are identical to the items on the book
pages 14-15, but #24 (Contractor shall submit a repair plan with the Bid response for
corrections that may need to be made to completed Work) implies that specific item should be
included with the bid. Please advise if all this information is to come with the bid or after the
bid.
A30: The above information will be requested of the awarded low bidder.
Q31: In the Statement of Bidder's Qualifications, #10 (Provide the background and experience of
the principal members of your organization, including officers): does this refer to our Corporate
principals, our local principals, the site staff that will support this project?
A31: Please provide the information for the local principals.
Addendum #2
Bid 9807 Cured-in-Place Pipe Projects Page 4 of 4
OID_ FACILITYID MXASSETN MXSITEID
19790 sw11648 10163456 WFO
19986 sw21758 10163652 WFO
21718 sw12779 10165384 WFO
26945 10223700 WFO
20365 sw21765 10164031 WFO
20383 sw25079 10164049 WFO
18953 sw21639 10162620 WFO
19435 sw12688 10163101 WFO
19894 sw 10422 10163560 WFO
20356 sw27935 10164022 WFO
20512 sw9184 10164178 WFO
21393 sw9247 10165059 WFO
71420 10450871 WFO
21056 sw9151 10164722 WFO
21407 sw9167 10165073 WFO
20532 sw11651 10164198 WFO
18952 sw8594 10162619 WFO
sw8930 10164329
sw12688 10163101
INSTALLDATE MANHOLETYPE
1/24/1985 0:00 MANHOLE
2/18/1999 0:00 MANHOLE
6/16/19810:00 MANHOLE
3/1/2019 0:00 MANHOLE
10/29/1964 0:00 MANHOLE
10/15/2009 0:00 MANHOLE
3/13/1984 0:00 MANHOLE
4/15/1993 0:00 MANHOLE
9/24/1974 0:00 MANHOLE
6/10/2013 0:00 MANHOLE
1/1/1930 0:00 MANHOLE
1/1/1915 0:00 MANHOLE
12/6/2022 0:00 MANHOLE
1/1/1930 0:00 MANHOLE
1/1/2008 0:00 MANHOLE
1/24/1985 0:00 MANHOLE
12/2/2002 0:00 MANHOLE
MANHOLE
MANHOLE
MANHOLEDEPTH (INCHES)
51
120+
64
48
91
112
128
65
106
91
76.5
81
40
109
96
52
60
33
65
OID_ FACILITYID MXASSETNUM
28730 sw24955 10208096
29154 sw21759 10208520
29898 sw12577 10209264
28592 sw13770 10207958
28655 sw 16736 10208021
29557 sw13279 10208923
30639 sw13344 10210005
34826 sw25821 10214190
30573 sw 13685 10209939
31461 sw 13277 10210826
33800 sw 10096 10213165
35454 sw12578 10214818
29166 sw25820 10208532
29050 sw 13771 10208416
sw8929 10209474
DEPTH (INCHES)
58
123
42
23
48
39
40
48
18
51
18
44
36
33
16
City of
Fort Collins
uti�ities
100 Blk. N. Howes
St.
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N
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R
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� City of Fort Collins
Private
CIPPStormwaterSegments
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10127509 181.132594 12 12 Circular Reinforced Concrete Pipe
NOTES
Maximo Asset Number
10127509
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10127213 724.861076 15 15 Vitrified Clay Pipe
NOTES
Maximo Asset Number
10127213
100 Blk. N.
Meldrum St.
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N
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R
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10140449 329.3 15 15 Circular Vitrified Clay Pipe
NOTES
Maximo Asset Number
10140449
Clt�/ Of
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UtIIItIeS
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10140162 55.111891 15 15 Reinforced Concrete Pipe
10140091 194.1 18 18 Reinforced Concrete Pipe
NOTES
Maximo Asset Number
10140162
10140091
City of
Fort Collins
uti�ities
1642 B irmingham
Dr.
Manhole
N
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10140162 55.111891 15 15 Reinforced Concrete Pipe
10140091 194.1 18 18 Reinforced Concrete Pipe
NOTES
Maximo Asset Number
10140162
10140091
City of
Fort Collins
UtI�ItIeS
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Dr.
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N
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Fort Collins
uti�ities
2530 W. Mulberry
St.
10223700
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MULBERRY ST
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10450870 454 15 15 Circular Vitrified Clay Pipe
NOTES
Maximo Asset Number
10450870
Manhole
N
N
Inlet
R
Stormwater Gravity Main
+— Ciry of Fort Collins
CIPP StormwaterS egments
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10137158 390.880531 18 18 Vitrified Clay Pipe
NOTES
Maximo Asset Number
10137158
Clt�/ Of
Fort Collins
uti�ities
400 Blk. S. Loomis
Ave.
Manhole
N
Irilet
R
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Fort Collins
uti�ities
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10135375 150 12 12 Circular Polyvinyl Chloride
NOTES
Maximo Asset Number
10135375
19
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10140728 84.329312 15 Reinforced Concrete Pipe
NOTES
Maximo Asset Number
10140728
City of
Fort Collins
Utilities
4727 Dusty Sage
Loop (point liner)
Manhole
N
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R
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10140935 31.043572 Z4 24 Corrugated Metal Pipe
NOTES
No work required prior to lining
Maximo Asset Number
10140935
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10133531 62.701851 12 12 Circular Corrugated Metal Pipe
NOTES
Maximo Asset Number
10133531
Clt�/ Of
Fort Collins
uti�ities
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10135193 536.807363 30 30 Reinforced Concrete Pipe
NOTES
Maximo Asset Number
10135193
City of
Fort Collins
UtI�ItIeS
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Dr.
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N
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R
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o�
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Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10140170 14 24 24 Corrugated Metal Pipe
10132513 100 24 24 Reinforced Concrete Pipe
NOTES
Ready to line, adjacent to development project
Ready to line, adjacent to development project
Maximo Asset Number
10140170
10132513
City of
Fort Collins
uti�ities
DRAINS
COLLEGE INTO
CONCRETE
CHANNEL
Inlet
R
Stormwater Gravity Main
—� Ciry of Fort Collins
CIPPStormwaterSegments
,- �+��<<.�-«�,1�
McClellands
I:F
hy Fromme
irie Natural
Area
�
Trilby Corner
City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
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City of
Fort Collins
uti�ities
��
r ���ii�y �,��
OC
0
W
0
N
10203723 �
Z
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10131 ��6 �
10208021
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DRAINS INLET
OFF OF TRILBY
INTO NATURAL
AREA
t Tr�!by r;,_I
N
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10137416 112.360772 18 Corrugated Metal Pipe
NOTES
Needs video inspection, DNF in GNET
Maximo Asset Number
10137416
Manhole
N
Inlet
R
Stormwater Gravity Main
� City of Fort Collins
Private
CIPPStormwaterSegments
a�
Trilby Corner ❑
Redmond
City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
_ , - , ,... _ � ,_ _._ , ..,�
City of
Fort Collins
uti�ities
10165384
/
_2602 SILVER
CREEK DR
E DRAKE RD N
,�
E Dral•:� Bri N
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0
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W
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0 50
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N
100 200 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10127226 120.542738 48 Reinforced Concrete Pipe
NOTES
Maximo Asset Number
10127226
E. Drake Rd. &
Silver Creek Dr.
(CMP Irrigation)
Manhole
N
Stormwater Gravity Main
� Ciry of Fort Collins
Private
C IPP StormwaterS egments
Iry
r 'ro sp�:�et p,d
Runr
Nati
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City of
Fort Collins
uti�ities
ti'�' �;������„�� st W HARVARD ST
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avE HARVARD ST
10134071 10138281 � i�„�"� ��� s r
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10210826 10208923 ,j , _ Q_,
'� ��zs�'.Q rzs�� ���
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100 200 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10138281 102.3 48 24 Oval Corrugated Metal Pipe
10134071 24.405592 48 27 Corrugated Metal Pipe
NOTES
Ready to line, hole in pipe bottom at 77 ft, may require filling prior to lining
Maximo Asset Number
10138281
10134071
FRONTAGE
ROAD
HARVARD /
COLLEGE
Manhole
N
Inlet
R
Stormwater Gravity Main
� City of Fort Collins
Private
CIPPStormwaterSegments
University 1
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❑
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N
200 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10131782 68.033609 Z4 24 Reinforced Concrete Pipe
NOTES
Maximo Asset Number
10131782
Clt�/ Of
Fort Collins
uti�ities
McClelland Dr. &
Foothills Pkwy. @
BNSF Xing
Inlet
R
Outflow
�
Stormwater Gravity Main
� City of Fort Collins
Private
CIPP StormwaterS egments
�V D�.-,i:�� 4t� Drakes
or�ga
McClellands
�_ :;�.,�:,.
E Flor�eio
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et
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GRAPE ST
c<<��,: =,
Clt�/ Of
Fort Collins
uti�ities
UNDER COLLEGE
� 1910 N
10163560 COLL�E
T'�A�F�� 10164049
10133306� �
IJJ
a
W
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J
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)0 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10133306 97.716716 24 Corrugated Metal Pipe
NOTES
Remove bore conflict prior to lining
Maximo Asset Number
10133306
Manhole
N
Irilet
R
Stormwater Gravity Main
� City of Fort Collins
Private
CIPPStormwaterSegments
�
�,287 soE
❑
287 E vine r��
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_ , - , ,... _ � ,_ _._ , ..,�
Q10204235
�
0
�
W
10204798 10132589 Q
10208532 � W = / 'e �
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N
100 200 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10132589 86 18 Corrugated Metal Pipe
NOTES
No work required prior to lining
Maximo Asset Number
10132589
City of
Fort Collins
Utl�ltl@S
UNDER COLLEGE
Inlet
R
Stormwater Gravity Main
—� Ciry of Fort Collins
Private
CIPPStormwaterSegments
� Omega �
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\`��e
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Fort Collins
uti�ities
UNDER MASON N
OF HORSETOOTH
zoo w
HORSETOOTH RD
10133559 � �10209939 n
� �:
10207776 �
Z
0
�
f
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�,
^' N
0 50 100 200 Feet
�,:���, ��, W HORSETOOITH RD � � i � � � ��� ,;;�� ,r �,,,; , �.;�:
� s_�
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10133559 48.337053 12 Corrugated Metal Pipe
NOTES
No work required prior to lining
Maximo Asset Number
10133559
Manhole
N
Inlet
R
Stormwater Gravity Main
� City of Fort Collins
Private
CIPPStormwaterSegments
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_ , - , ,... _ � ,_ _._ , ..,�
City of
Fort Collins
uti�ities
�.10203641
�
0
�
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0
�
�
r,.������,r..��, v�sr.,. ��
Y��, �
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50
N
100 200 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10129106 102.798074 24 Corrugated Metal Pipe
NOTES
No work required prior to lining
Maximo Asset Number
10129106
UNDER
MOUNTAIN
VISTA
Outflow
�
Stormwater Gravity Main
—� Ciry of Fort Collins
CIPPStormwaterSegments
�
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�
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_ �
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�
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�unction
Giddings
so 0
Sinnard
City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
_ , - , ,... _ � ,_ _._ , ..,�
City of
Fort Collins
uti�ities
Pleosant Volic,r onu
�
N
plecisnnt Vnlley cmci Lnke Cnnnl �
M
•i
O
,-1
2935 w lolaes10
MULBERRY S
I J
�
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0 50
WMV�BERRY ST ,,, .;,����,,' � � � �� I
N
100 200 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10136810 49 12 12 Circular Corrugated Metal Pipe
10139726 51 15 15 Circular Corrugated Metal Pipe
NOTES
No work required prior to lining
No work required prior to lining
Maximo Asset Number
10136810
10139726
UNDER
OVERLAND S OF
MULBERRY
Manhole
N
Inlet
R
Stormwater Gravity Main
� City of Fort Collins
CIPP StonnwaterS egm ents
Mountain View
�
City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
_ , - , ,... _ � ,_ _._ , ..,�
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RAVEN VIEW RD
� �.�-r�n ����;�,::- rz�i
City Of
Fort Collins
Utilities
UNDER TAFT
HILL
637 S TAFT
HILL RD
10207958, Y�
ZZ88>3
C �
� 10208416
J
J
N
_
�
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H�
�
_
ti
�
�
50
N
100 200 Feet
Maximo Asset Number Measured �ength Diameter (Width) Diameter (Height) Pipe Shape NASSCOMATTYPE
10128873 56 15 15 Corrugated Metal Pipe
NOTES
No work required prior to lining
Maximo Asset Number
10128873
Inlet
R
Stormwater Gravity Main
—� Ciry of Fort Collins
CIPPStormwaterSegments
Mountain View
❑
Fo rt
Colorado Sq
Universit!
w ProspeccRd
City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
_ , - , ,... _ � ,_ _._ , ..,�
MXASSETNUM FACILITYID
10028792 ww15269
10033066 ww21286
10027481 ww13420
10031411 ww18230
10033425 ww16213
10034028 ww15634
10034741 ww11532
10026103 ww11261
10029277 ww15909
10029318 ww15970
10031535 ww18386
10029286 ww15921
10029319 ww15971
10031556 ww18414
10033463 ww18387
10026102 ww11260
10026389 ww11988
10034317 ww20958
10034660 ww11266
10434508
10026104 ww11262
10026349 ww11951
10029510 ww15883
10029516 ww15892
10031113 ww18228
INSTALLDATE MANHOLETYPE
1/1/1913 7:00 MANHOLE
8/18/2015 6:00 MANHOLE
8/17/2014 6:00 MANHOLE
5/25/1989 6:00 MANHOLE
3/16/1965 6:00 MANHOLE
9/16/1996 6:00 MANHOLE
1/1/1910 7:00 MANHOLE
1/1/1910 7:00 MANHOLE
1/1/1924 7:00 MANHOLE
1/1/1966 7:00 MANHOLE
3/16/1965 6:00 MANHOLE
1/2/189117:00:00 MANHOLE
1/1/1966 7:00 MANHOLE
8/17/2014 6:00 MANHOLE
3/16/1965 6:00 MANHOLE
1/1/1910 7:00 MANHOLE
1/1/1966 7:00 MANHOLE
4/3/2013 6:00 MANHOLE
1/1/1913 7:00 MANHOLE
1/1/1966 7:00 MANHOLE
1/1/1910 7:00 MANHOLE
1/1/1924 7:00 MANHOLE
1/1/1905 7:00 MANHOLE
1/21/1987 7:00 MANHOLE
8/17/2014 6:00 MANHOLE
DEPTH (INCHES)
125
160
103
88
120+
79
72
126
130
167
150
161
172
106
132
110
158
156
119
156+
126
178
142
136
89
BookStorage
Lake & Center
Parking
W Garage
�
a
W
Surplus
Property
Clt�/ Of
Fort Collins
Utllltl@S
Prospect 300
Block
Z �
- U 10029318 10029319 10026389 �
= 10033066 14.3FT W pROSPECT RD 13.2FT ��
� 13.33FT 10434508 13.9FT ` � � � __���'� �
� � � � � � � 10034317 13FT !
� Vitrified Vitrified Vitrified Vitrified Vitrified ��,`
�' Clay Pipe: Clay Pipe: Clay Pipe: Clay Pipe: Clay Pipe: gd,
�' 10053894 10434510 10056738 10054381 100466�43
C
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0 50 100 200 Feet
liiiliiil
Sewer Main
�
Segments for CIPP
�
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�
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Chern,� St
Laporte Ave
Anderso
Buckingham
� °'-�ii�����v �: Fort Collins
�V �aurel 5�
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Universiry
�: �irl;in �
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i _^_� 10033463 11FT
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Fort Collins
Utllltl@S
Willow 200
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Chern,� St
Laporte Ave
Buckingham
City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
.a:9s�h
.
Uni[ed Way of
Larimer
coU�cy
City of
Fort Collins
uti�ities
Riverside
1000 Block
Sewer Main
�
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�
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�
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Chern,� St
Laporte Ave
Buckingham
� °'-�ii�����v �: Fort Collins
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City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
City of
Fort Collins
uti�ities
Howes Basin
(12 in)
Sewer Main
�
.�
Segments for CIPP
�
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�
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Cherry sta
Laporte Ave
Buckingham
� °'-�ii�����v �: Fort Collins
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10026102
9.2FT
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10026103 10026104
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Clay Pipe: Clay Pipe:
10049205 10049206 W
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10034660
9.9FT
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10049212 � �
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City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
Sewer Main
—3—
Segments for CIPP
�
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�
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Fort Collins
uti�ities
Howes Basin
(8in) (2)
Sewer Main
�
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�
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0
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City of Fort Collins Utilities � City of Fort Collins GIS � ESRI � WFO � Andy Rohlf
City of
Fort Collins
uti�ities
Howes Basin
( l 0in)
Sewer Main
�
.�
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