HomeMy WebLinkAbout236-21 RESOLUTION113 West Mountain Street
Fayetteville, AR 72701
(479) 575-8323
Resolution: 236-21
File Number: 2021-0732
NABHOLZ CONSTRUCTION CORPORATION CHANGE ORDER NO. 7:
A RESOLUTION TO APPROVE CHANGE ORDER NO. 7 TO THE CONTRACT WITH
NABHOLZ CONSTRUCTION CORPORATION IN THE AMOUNT OF $109,156.32 FOR
WATER AND SEWER RELOCATIONS ALONG GREGG AVENUE AND IN THE FAY
JONES WOODS, AND TO APPROVE A BUDGET ADJUSTMENT - 2019 CULTURAL ARTS
CORRIDOR BOND PROJECT
WHEREAS, Change Order No. 7 will include the relocation of water and sewer lines along Gregg
Avenue and a sewer line in the Fay Jones Woods as part of the Cultural Arts Corridor Project.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order
No. 7 to the Construction Manager at Risk Services Contract with Nabholz Construction
Corporation, a copy of which is attached to this Resolution, in the amount of $109,156.32 for water
and sewer relocations along Gregg Avenue and in the Fay Jones Woods as part of the Cultural Arts
Corridor Project.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget
adjustment, a copy of which is attached to this Resolution.
PASSED and APPROVED on 10/5/2021
Page 1 Printed on 10/&21
Resolution. 236-21
File Number: 2021-0732
Attest:
G� ,R K
.`��y'•• OTY27
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•G
= FAYE�EVktc-
Kara Paxton. CityClerk Treasurp��,
c
CO,
Page 2 Primed on 1016121
City of Fayetteville, Arkansas 113 West Mountain Street
Fayetteville, AR 72701
(479)575-8323
Text File
File Number: 2021-0732
Agenda Date: 10/5/2021 Version: 1 Status: Passed
In Control: City Council Meetinq File Type: Resolution
Agenda Number: A.4
NABHOLZ CONSTRUCTION CORPORATION CHANGE ORDER NO. 7:
A RESOLUTION TO APPROVE CHANGE ORDER NO. 7 TO THE CONTRACT WITH NABHOLZ
CONSTRUCTION CORPORATION IN THE AMOUNT OF $109,156.32 FOR WATER AND SEWER
RELOCATIONS ALONG GREGG AVENUE AND IN THE FAY JONES WOODS, AND TO
APPROVE A BUDGET ADJUSTMENT - 2019 CULTURAL ARTS CORRIDOR BOND PROJECT
WHEREAS, Change Order No. 7 will include the relocation of water and sewer lines along Gregg Avenue
and a sewer line in the Fay Jones Woods as part of the Cultural Arts Corridor Project.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF
FAYETTEVILLE, ARKANSAS:
Section 1: That the City Council of the City of Fayetteville, Arkansas hereby approves Change Order No. 7 to
the Construction Manager at Risk Services Contract with Nabholz Construction Corporation, a copy of which
is attached to this Resolution, in the amount of $109,156.32 for water and sewer relocations along Gregg
Avenue and in the Fay Jones Woods as part of the Cultural Arts Corridor Project.
Section 2: That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a
copy of which is attached to this Resolution.
City of Fayetteville, Arkansas Page 1 Printed on 101612021
Wade Abernathy
City of Fayetteville Staff Review Form
2021-0732
Legistar File ID
10/5/2021
City Council Meeting Date - Agenda Item Only
N/A for Non -Agenda Item
FACILITIES MANAGEMENT (140)
Submitted By Submitted Date Division / Department
Action Recommendation:
9/15/2021
Staff Recomends approval of Change Order #7 to RFQ 18-11 Contract with Nabholz Construction for Water and
Sewer Relocate at Gregg Avenue in the amount of $75,325.78 and Relocation of 8" Sewer line in Fay Jones woods in
the amount of $33,830.54 for a total amount of $109,156.32 and approve a Budget Adjustment.
Budget Impact:
5400.860.5700-5815.00
Water/Sewer
Account Number Fund
11011.2019.7800 W/S Relocations - 2019 Bond Issue Projects, Arts
Corridor Improvements
Project Number
Budgeted Item? Yes
Does item have a cost? Yes
Budget Adjustment Attached? Yes
Current Budget
Funds Obligated
Current Balance
Item Cost
Budget Adjustment
Remaining Budget
Project Title
$ 10,492,801.00
$ 9,967,745.20
525,055.80
$ 109,156.32
$ 75,332.00
$ 491,231.48
V20210527
Purchase Order Number: 2020-00000689 Previous Ordinance or Resolution # 223-20
Change Order Number:
7
Original Contract Number: 2018-00000042
Approval Date:
Comments: Budget Adjustment amount reflects an existing $33,835 already available.
CITY OF
FAYETTEVILLE
ARKANSAS
MEETING OF OCTOBER 5, 2021
TO: Mayor and City Council
THRU: Susan Norton, Chief of Staff
Paul Becker, Chief Financial Officer
Tim Nyander, Utilities Director
CITY COUNCIL MEMO
FROM: Wade Abernathy, Director Bond Construction Projects
DATE: September 7, 2021
SUBJECT: Approval of Change Order #7 to RFQ 18-11 with Nabholz Construction for
water and sewer line relocations for the Cultural Arts Corridor project
RECOMMENDATION:
Staff recommends approval of a change order with Nabholz Construction for additional
water/sewer line replacement work necessary on Gregg Avenue in the amount of $75,325.78,
and Sewer line replacement in Fay Jones Woods in the amount of $33,830.54. For the total
change order amount of $109,156.32.
BACKGROUND:
Phase 1 of the Cultural Arts Corridor project included $718,585.00 of water and sewer line
reconstruction and relocation. Much of this work was located along West Avenue, with a smaller
portion on Gregg Avenue, west of the Fay Jones park land. The intent of the utility scope was to
replace old lines in order to prevent future disturbances to the streetscape improvements with
typical repairs on aging lines. Work planned on Gregg Avenue included 310-feet of sanitary
sewer reconstruction and 270-feet of waterline reconstruction. There was no work planned for
sewer relocates in Fay Jones Woods.
DISCUSSION:
During construction it was found that the sewer along Gregg Avenue would be in conflict with an
existing natural gas line and would also impact many mature trees in adjacent property owners'
yards. City Staff, Olsson Engineers, and the contractor met onsite to consider alternatives. The
sewer is now planned to be constructed in the roadway, away from the gas line and trees.
However, this will require the waterline to also be reconstructed for approximately 170-feet in
order to maintain proper heath code separation distances from the sewer. The existing waterline
is aging 6-inch cast iron and will benefit the utility to be replaced with 8-inch PVC.
The sewer line in Fay Jones Woods was a sleeved clay pipe system that conflicted with the
overlook structure. The relocation allows access for future maintenance. The line consist of
approximately 80' of 8" SDR and 3 manholes.
Mailing Address:
113 W. Mountain Street www.fayetteville-ar.gov
Fayetteville, AR 72701
BUDGET/STAFF IMPACT:
Funds are available in the Water/Sewer Relocations — Bond Projects account.
Attachments:
Nabholz Change Order
Engineering Plans
Prime Contract Change Order
Fayetteville Cultural Arts Corridor Project C 02-19-2526 Nabhotz Construction Corporation
113 N! Mountain St Tel Fax
Fayetteville, AR 72701
Date: 9/1 S12021
To Contractor:
Nabholz Construction Corporation
3301 N 2nd St (72756) PO Box 27,
Rogers, AR 72757
The Contract is hereby revised by the following items:
PCO Description
045 Water and sewer changes
This change order incorporates Change Order Request 33
Architect's Project No:
Contract Date: 411 W2018
Contract Number: 02-19-2526
Change Order Number. 007
The pricing is based on the following:
1.) Oelke related costs for RR #50 to relocate the water and sewer along Gregg Avenue
2 ) Reroute 8" sewer at the Overtook per RFI 19 response
Amount
$109,156 32
The original Contract Value was.. ............... . ......................................... . .......... ......... ................. .............
$80,000 00
Sum of Changes by prior Prime Contract Change Orders...,.,..... — .... ....... ...................................... _..................... -...—
$11,757,201 00
The Contract Value prior to this Prime Contract Change Order was ... ........ ............ ........... .......... ............................... _...
$11,837,201 00
The Contract Value will be changed by this Prime Contract Change Order in the amount of ............ ........ .-............ ..
$109,156 32
The new Contract Value including this Prime Contract Change Order will be...........:_... ........................... .............-........
$111,941111,357.31
The Contract duration will be changed by ......... ....... _.................... ...... .......... . ... ,................ .-..__ ..--_................. ..,.__--
0 days
The revised Substantial Completion date as of this Prime Contract Change Order is ................. ... _............................ -
tZ W2021
Nabholz Construction Corporation
CONTRACTOR
3301 N 2nd St (72756), PO Box 277
Ro4ern, AR 72751
Address
BY Josh Lane
SIGNATURE
DATE
MINIM
City of Fayetteville
OVIMER
113 W Mountain St.
Fayetteville, AR 2701
Address
BY
SIGNATURE _
DATE 10 - !�—L • Z%
PROJECT CONFIDENTIAL
Property of .VAtshatz Constntctioa Corporation Not for Duplication or Distribution
This document includes data prepared in conjunction with the Project that is deemed trade secret or proprietary to Nabhob:. This document is shared with
the Project ten. solely ror au an Ibis Project consistent with the responsibilities of the Project team. The Recipients shail not duplicate, use, er disclose, in
whole or in part, to any person, entity, or party ontside the Project team without Nabholz' prior written authorization.
Prolog Converge Printed on: 9/1512021 Nabholz Page 1
Change Order Request
NCC-Detail (with Breakdown of PCOs), Grp by Each
1zNumber -Confidential
Fayetteville Cultural Arts Corridor Project # 02-19-2526 Nabholz Construction Corporation
113 W. Mountain St. Tel: Fax:
Fayetteville, AR 72701
To: Wade Abernathy From: Josh Lane
City of Fayetteville Nabholz Construction Corporation
113 W. Mountain St. 3301 N 2nd St (72756), PO Box 277
Fayetteville, AR 72701 Rogers, AR 72757
PROJECT CONFIDENTIAL
Property of Nabholz Construction Corporation Not for Duplication or DistributionThis document includes data prepared in
conjunction with the Project that is deemed trade secret or proprietary to Nabholz. This document is shared with the
Project team solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall
Description Category Status
Gregg Street Utility Relocation Approved
Reference Required By Days Req Amt Req
9/22/2021 0 109,156.32
Notes
PCO No Date Reference Amt Prop Days Req Category Reason
Description Notes
045 9/15/2021 109,166.32 0
Gregg Street Utility Relocation
Item No Item Description Amt Prop Reference
001 Oelke related costs for RFI #50 to relocate the water 75,325.78
and sewer along Gregg Street.
002 Reroute 8" Sewer at Overtook per RFI 19 33,830.54
Approved By:
Signature
Name
Date
Oelke Construction Co. -Change Order Request
Job Name: Fa}ctte,61le Cultural Arts Cor. Requested Days 30 Price Good For 10 Mys
Change Order Request # 20R
Date: 11-Aug-21
Description of Request: RFI #50 - Demo and Sewer Line at S Gregg .k e
Description Material & Labor
Quantity
Unit
Cost
Unit
Material Cost
(fours
T3 pe of Crew
Man-hour Cost
8' \\'atcr Main
170
if
S 3970
If
S 6,74900
240 hr
D IN
S 6,24000
Add Water Meters
4
ea
S 1,50000
ca
S 6,00000
0 hr.
hr
S
Cold Mix
30
ton
S 166.67
ton
S 5,00000
0 hr
hr
S
Saw Cuumg drivewa • repair
I
Is
S 6,77800
Is
S 6,77800
0 hr
hr.
S
Install drop
1
Is
S 2,82000
Is
S 2,82080
0 hr
by
S
Street Plates
1
Is
S 8.30800
Is
5 8,308.00
0 IV
hr
S
Labor for cold mix and plates
I
Is
I S 2,500.00
1 Is
IS 2,50000
0 hr
I hr.
I S
Full depth class 7 base
1
Is
5 14,644.00
Is
5 14,644.00
0 hr
to
S
od l[aul Off
1
Is
S 4,500.00
Is
S 4,500.00
0 hr
hr
I S
%III Backhoe 10%
1
Is
I S 5,667.20
1 Is
S 5,667.20
0 hr
hr.I
S
3UTERWLSUBTOLAL S 62,967.00 LABORSLCBfOTAI. S 6,240W
TAX AS APPLICABLE 0 00% S LABOR BURDEN 12% S 748 80
CCCs' JIATERL\L TOTAL S 62,967.00 LABOR TOTAL S 6,98d.80
SUBCONT R \CCORS
Description
Sub Pricing
S
S
S
S
S
S
Subcontractor Total
I
r S
CREW BRILKDOWN
n T e Cost Hr
)perator
A
S 5000
2 Carpenters
B
S 60.00
or Operator
C
S 40.00
taxer / Flaggers
D
S 2600
OCC Direct Cost
Description
Quantity
Unit
Cost
Unit
Material Cost
Hours
Rate
Labor Cost
pful"tManager
0
S
0
SOW
I
hr
S 42 91 hr
S 42.91
Superintendent
0
0
S
0
50.00
24
hr
S 42.91 to
S 1,029.94
O%crtime Pav
0
0
S
0
50.00
enter ves, no
0
# Ves no error K
Weeldy Clean Up Ex sedum ster
0
0
S
0
$0.00
0
hr
S hr
S
Estintating & Cost Anala9s
0
0
S
0
5o.00
0
hr.
S hr.
S
field Office E nse
0
0
S
0
SO 00
0
S
S
Jobsite TelephoneFax
0
0
S
0
SO.00
0
I S
S
Gas, Oil, Maintenance Ex nse
0
0
S
0
S0.00
0
S
S
Ternporary Utdiues
0
0
S
0
SO 00
0
S
S
Material Hand1mg
0
0
S
0
$000
0
hr.
S hr
S
Pertnits, Licenses, Foes, Dues
0
0
S
0
SO.00
0
0
S
S
Revised as Built Drawings
0
0
S
0
S0.00
0
hr.
5 hr.
S
Safetv Expense
0
0
S
0
S0.00
0
hr
S hr
S
Travel Pay Expense 5) Men
0
0
S
0
SO.00
0
hr.
S hr
1 S
Subsistence Expense 5) Men
0
0
S
0
50.00
0
S
S
truck Ex
0
0
S
0
S0.00
0
S
S
fool Expense
0
0
S
0
SON
0
S
S
0
0
S
0
$0.00
0
S
S
.%L%TLRL%f,SUB1OFALj
TAX AS APPLICABLE 0.00%
CCCs'NIXTEREALTOTALI
S
LABOR SUBTOTALI S 1,072.73
LABOR BURDEN 0% S
LABOR TOTAL S 1,072.73
S
S
OCC Material Total
S 62,967 00
OCC's Labor Total
S 6,98980
OCC Direct Cost Total
S 1,072 75
Subcontract Total
$ -
SUBTOTAL
S 71,028.55
OCC's Insurance it 1,00on
S _ 710.29
OCCs' Bond a 0.00%
S -
Change -Order Fec it 5 00°0
$ 3,586.94
OFLKF TOTAL FOR CIIANGF
S75,325.78
Clarifications to Chan
Owner's 5ignant
Change Order Request
NCC-Detail (with Breakdown of PCOs), Grp by Each
Number -Confidential
Fayetteville Cultural Arts Corridor Project # 02-19-2526 Nabholz Construction Corporation
113 W. Mountain St. Tel: Fax:
Favetteville. AR 72701
Change Order Request: 010 Date: 4/1912021
To: Wade Abernathy From: John Strack
City of Fayetteville Nabholz Construction Corporation
113 W. Mountain St. 3301 N 2nd St (72756), PO Box 277
Fayetteville, AR 72701 Rogers, AR 72757
PROJECT CONFIDENTIAL
Property of Nabholz Construction Corporation Not for Duplication or DistributionThis document includes data prepared in
conjunction with the Project that is deemed trade secret or proprietary to Nabholz. This document is shared with the Project team
solely for use on this Project consistent with the responsibilities of the Project team. The Recipients shall not duplicate, use, or
disclose, in whole or in part, to any person, entity, or party outside the Project team without Nabholz' prior written authorization.
Description Category Status
Reroute Sewer at Overlook In Negotiation
Reference Required By Days Req Ant Req
RFI #19 4/26/2021 0 0.00
Notes
PCO No Date Reference Amtproo Days R_eq Cateaanr Reason
Description N otes
017 4/19/2021 RFI #19
Reroute Sewer at Overtook
0.00 0 Change Order Field Condition
The city has requested the sewer to be rerouted out from underneath the
overlook structure.
Item No Item Description Amt Prop Reference
001 Reroute Sewer 33,412.88
002 SDI Insurance 417.66
003 Construction Contingency (33,830.54)
Approved By:
Signature
Name
Date
Oelke Construction Co. -Change Order Request
Job Name:
Change Order Request #
Date:
Description of Request:
Fayetteville Cultural Arts Cor. Requested Days
5
14-Apr-21
RFI#19 New sewer per U2.06 - Deduct valve U1.06
10
Price Good For 10
Days
Description Material d Labor
Quantit •
Unit
Cost
Unit
Material Cost
[lours
Tv a o(Crc%
Man-hour Cost
Provide and Insult Manholes
3
ea
S 7,47690
ea
S 22,430 70
0
hr
hr
S
Providc and insult SDR 20 8"
79
If
S 7300
If
S 5,76700
0
hr
hr
S
Deduct- 8" lee a,16" valve
1
Is
S 1,596 OU
Is
S 1,586 00
0
hr.
hr
S
Al Profit,'Overhead
1
%
S 2,49230
S
S 2,49230
0
h.
hr
S
0
S
S
0
hu
hr.
s
0
S
S
0
hr.
hr.
S
NUTERIALSUBTOTAL S 29,10400 LABOR SUBTOTALI S
TAX AS APPLICABLE ObO% S LABOR BURDEN 12% S
CCCs' NIATERLU, TOTAL S 29,104.001 LABOR TOTALI S
SUBCO]TK%CTORS
Description
Sub Pricing
S -
5
s
S
S
S
Subcoetractor Iota]
$
CREW BRYANDOW N"
Type Cost, M
Operwr VE4uipment
A
S 50.00
2 Cxpcnwfs
B
S 60.00
Cupewr or Operator
C
S 30.00
Laborer
D
S 20.00
OCC Direct Cost
Description
Quantity
Unit
Cost
unit
Material Case
Doun
Rate
Labor Cost
ProjoctManager
0
S
0
SO.00
2
hr.
S 42-91 hr.
S 85.92
superintea&nt
0
0
S
0
S0.00
12
hr
S 42.91 hr.
S 51492
Overtime Pa •
0
0
s
0
SO.00
erns yes no
0
0 •es'no error h
WevEy Clean Up Expense-durapster
S
0
SO 00
0
hr.
S hr
S
Estunating & Cost Analysis
0
0
s
0
SO.00
0
hr.
S hr
S
Field Office Expense
0
0
S
0
SO.00
0
s
S
Jobsite T Fax
0
s
$000
0
S
S
Gas Oil, Maintaunce Expense
0
S
SO.00
0
S
S
Tanpormy U61ities
0
0
S
0
S000
0
S
S
Material Handling
0
0
s
0
SO.00
0
hr.
S hr.
S
Pemrits, Licenses, Fens, Dues
0
0
$
0
s0.00
0
1 0
S
S
Rcviscd as Built Drain s
o
0
S
0
SO.00
0
hr
S hr,
S
s2fely Expense
0
0
S
0
s0.00
0
h
S tw
S
Travel Pay Expense 5 Wen
0
0
S
0
SO.00
0
hr
s hr.
S
Subsistence E nse 5 Men
0
0
s
0
$0.00
0
S
S
Truck Expense
0
0
S
0
S0.00
0
S
s
Tool Evpcnsc
0
0
s
0
S0.00
0
s
S
0
0
s
0
S0.00
0
S
S
0
0
S
0
Woo
0
5
S
0
0
S
0
so OO
0
S
S
0
0
S
0
$0.00
0
S
S
0
0
5
0
1 $0.00
0
1S
S
MATERIAL SUBTOTALI
TAX AS APPLICABLE 0.00".1
CCCs',NIATERL%LTOTAI.1
S
LABORSUBTOTALI
LABOR BURDEN 12%
LABORTOTALI
S 600.74
S
FS 72.09
S
S 67L83
OCC Material Total
$ 29,104 00
OCC's labor focal
S -
OCC Direct Cast total
S 672.83
Subcontract Total
S
SUBTOTAL
S 29,776.83
CXC's Insurance .0 1.00%
S 297.77
OCCs' Bond'n 1.0000
$ 300.75
Change -Order Feed 10.0000
S 3,037,53
OF.LKE TOTAL FOR CIIAV;L
S33,412.88
Clarifrcations to Ch,
Owner's Si,na
City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar)
Budget Year Division Adjustment Number
Non -Departmental (800)
2021 /Org2
Requestor: Kevin Springer
BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION:
Staff Recomends approval of Change Order #7 to RFQ 18-11 Contract with Nabholz Construction for Water and Sewer
Relocate at Gregg Avenue in the amount of $75,325.78 and Relocation of 8" Sewer line in Fay Jones woods in the
amount of $33,830.54 for a total amount of $109,156.32 and approve a Budget Adjustment.
Budget is already available within the W/S Relocations for Bond Projects captial project.
RESOLUTION/ORDINANCE
COUNCIL DATE: 10/5/2021
LEGISTAR FILE ID#: 2021-0732
KP,vLwSpr �
911512021 4:11 PM
Budget Director Date
TYPE: D - (City Council)
JOURNAL #:
GLDATE:
CHKD/POSTED:
TOTAL
Account Number
- -
Increase / (Decrease)
Expense Revenue
Proiect.Sub#
Project Sub.Detl AT
v.20210831
Account Name
5400.860.5700-5815.00
109,157 -
11011 2019.7800 EX
Improvements - Sewer
5400.860.5700-5815.00
(33,835) -
11011 2019.7800 EX
Improvements - Sewer
5400.720.5600-5808.00
(75,322) -
11011 1 EX
Improvements - Water Line
H:\Budget Adjustments\2021_Budget\City Council\10-05-2021\2021-0732 BA Arts Corridor C07 - WS.xlsm 1 of 1
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GENERAL SANITARY SEWER NOTES:
1. ALL SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO CITY OF FAYETTEVILLE'S 2017
EDITION — "STANDARD SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF WATER LINES AND
SEWER LINES"
2. CONTRACTOR SHALL SEQUENCE CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS TO
MINIMIZE SERVICE INTERRUPTIONS
3. FIELD VERIFY EXISTING SEWER SERVICE LOCATIONS. LOCATIONS SHOWN ARE APPROXIMATE
BASED ON BEST AVAILABLE INFORMATION.
4. NEW SEWER LATERALS (S15) SHALL BE PROVIDED FOR ALL EXISTING CONNECTIONS IN THE
PROJECT AREA. PROVIDE MINIMUM SERVICE SIZE OF 4" U.N.O. AND CONNECT TO EXISTING
SERVICE BEYOND SIDEWALK. PROVIDE CLEANOUT (S17) LOCATED 18" FROM EDGE OF SIDEWALK.
NEW SERVICES ARE SHOWN ON PLAN ARE OFFSET FROM EXISTING SERVICE FOR CLARITY
5. PROVIDE STEEL ENCASEMENT (S21) ON ALL SEWER AND SEWER LATERALS CROSSING PAVERS
OR BIORETENTION. STEEL ENCASEMENT SHALL EXTEND MINIMUM OF 3' BEYOND PAVERS OR
BIORETENTION.
6. WATER VALVE LIDS AND MANHOLE COVERS SHALL BE ADJUSTED TO NEW GRADE IN ALL SCOPE
AREAS OF THE PROJECT, TYPICAL.
NELSON
BY RDNo
W O L T Z
L A N D S C A P E
ARCHITECTS
310 East Market Street
Charlottesville
VA 22902
T 434.984.1358
F 434.984.4158
www.nbwla.com
flintlock
ARCHITECTURE &
LANDSCAPE
olsson
Nitsch Engineering
T I L L E T T
LIGHTI N G DESIGN
A S S O C I A T E S
FNSMAENGINEERING
Hines Inc
SITE WATER ENGINEERING SERVICES
NO.
Date
Issues/Revisions
1
1 1-30-18
SD PRICING
2
07-05-19
75% D D
3
09-20-19
100% D D
4
02-07-20
50% CD
5
04-03-20
90% CD
6
04-24-20
100% CD
7
09-18-20
REV# 1 /ASI# 1
STAMP
PROJECT NAME
Cultural Arts
Corridor
Fayetteville,
Arkansas
100 CONSTRUCTION DOCUMENTS
PROJECT NO.: FVL1814
DRAWN BY: ELH/ZW/CJK
CHECKED BY: CBD
DRAWING TITLE
SEWER LINE
IMPROVEMENTS
PLAN AND PROFILE
DATE: SEPTEMBER 18, 2020
SCALE: 1 " = 10'
DRAWING NUMBER
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CITY OF FAYETTEVILLE'S
FOR DESIGN AND CONSTRUCTION OF WATER LINES AND SEWER
LINES"
2. CONTRACTOR SHALL SEQUENCE CONSTRUCTION OF WATER AND
SEWER IMPROVEMENTS TO MINIMIZE SERVICE INTERRUPTIONS.
3. ALL WATER SERVICE LINES, FROM MAIN TO METER, SHALL BE
REPLACED IN AREA OF WATER MAIN REPLACEMENT. NEW METERS
SHALL BE PROVIDED WHERE NOTED.
4. WATER SERVICE LINES SHALL BE SLEEVED UNDER ROADWAY AND LID
FEATURES, SIMILAR CITY DETAIL W12.
5. ALL NEW PVC, 4-INCH TO 12-INCH, SHALL BE AWWA C900 DR 14.
6. ALL FITTINGS FOR PVC SHALL BE "FULL BODY" FITTINGS AND SHALL
BE RESTRAINED.
7. ALL BOLTS AND FITTINGS FOR VALVES, FITTINGS AND RESTRAINTS
SHALL BE STAINLESS STEEL (SP. 4000/2.14/A)
8. MINIMUM LENGTH OF A CUT SECTION OF PIPE SHALL BE FIVE (5)
FEET. (SP. 4000/2.01 /F AND 4000/2.03/D)
9. WATER VALVE LIDS AND MANHOLE COVERS SHALL BE ADJUSTED TO
NEW GRADE IN ALL SCOPE AREAS OF THE PROJECT, TYPICAL.
10. UPON REQUEST, ALL WATER MATERIALS NOTED TO BE REMOVED
SHALL BE SALVAGED AND DELIVERED TO THE WATER/SEWER
OPERATIONS AT 2435 INDUSTRIAL DRIVE. SALVAGED ITEMS SHALL
INCLUDE BUT NOT LIMITED TO METER YOKES, METAL LIDS, FIRE
HYDRANTS, VALVES, AND FITTINGS.
11. ALL NEW WATERLINE UNDER PAVEMENT SHALL HAVE FULL DEPTH
GRANULAR BACKFILL ACCORDING TO DETAIL W2 - WATER TRENCH
(UNDER PAVEMENT)
12. PER AWWA C605, TRACER WIRE SHALL BE INSULATED FOR
PROTECTION FROM CORROSION AND BE AT LEAST 12 GAUGE OR
LARGER.
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NELSON
BYRDNo
W O L T Z
L A N D S C A P E
ARCHITECTS
310 East Market Street
Charlottesville
VA 22902
T 434.984.1358
F 434.984.4158
www.nbwla.com
flintlock
ARCHITECTURE LANDSCAPE
olsson
Nitsch Engineering
T I L L E T T
LIGHTI N G DESIGN
A S S O C I A T E S
NSAENGINEERING
sm
4A.V Hines Inc
SITE TER ENGINEERING SERVICES
NO. Date Issues/Revisions
1 1 1-30-18
SD PRICING
2 07-05-19
75% DID
3 09-20-19
100% DID
4 02-07-20
50% CD
5 04-03-20
90% CID
6 04-24-20
100% CID
7 09-18-20
REV# 1 /ASI# 1
STAMP
PROJECT NAME
Cultural Arts
Corridor
Fayetteville,
Arkansas
100 CONSTRUCTION DOCUMENTS
PROJECT NO.: FVL1814
DRAWN BY: ELH/ZW/CJK
CHECKED BY: CBD
DRAWING TITLE
WATER LINE
IMPROVEMENTS
PLAN AND PROFILE
DATE: SEPTEMBER 18, 2020
SCALE: 1 " = 10'
DRAWING NUMBER
06 •
FURNISH AND INSTALL
1— 8" TEE, 8" GATE VALVE,
AND 8" PLUG
FURNISH AND INSTALL 6X6 TAPPING
SLEEVE AND VALVE, 6X8 REDUCER,
I
U)
GENERAL WATER NOTES:
1. ALL WATERLINE CONSTRUCTION AND MATERIALS SHALL CONFORM TO
CITY OF FAYETTEVILLE'S 2017 EDITION — "STANDARD SPECIFICATIONS
FOR DESIGN AND CONSTRUCTION OF WATER LINES AND SEWER
LINES"
2. CONTRACTOR SHALL SEQUENCE CONSTRUCTION OF WATER AND
SEWER IMPROVEMENTS TO MINIMIZE SERVICE INTERRUPTIONS.
3. ALL WATER SERVICE LINES, FROM MAIN TO METER, SHALL BE
REPLACED IN AREA OF WATER MAIN REPLACEMENT. NEW METERS
SHALL BE PROVIDED WHERE NOTED.
4. WATER SERVICE LINES SHALL BE SLEEVED UNDER ROADWAY AND LID
FEATURES, SIMILAR CITY DETAIL W12.
5. ALL NEW PVC, 4—INCH TO 12—INCH, SHALL BE AWWA C900 DR 14.
6. ALL FITTINGS FOR PVC SHALL BE "FULL BODY" FITTINGS AND SHALL
BE RESTRAINED.
7. ALL BOLTS AND FITTINGS FOR VALVES, FITTINGS AND RESTRAINTS
SHALL BE STAINLESS STEEL (SP. 4000/2.14/A)
8. MINIMUM LENGTH OF A CUT SECTION OF PIPE SHALL BE FIVE (5)
FEET. (SP. 4000/2.01 /F AND 4000/2.03/D)
9. WATER VALVE LIDS AND MANHOLE COVERS SHALL BE ADJUSTED TO
NEW GRADE IN ALL SCOPE AREAS OF THE PROJECT, TYPICAL.
10. UPON REQUEST, ALL WATER MATERIALS NOTED TO BE REMOVED
SHALL BE SALVAGED AND DELIVERED TO THE WATER/SEWER
OPERATIONS AT 2435 INDUSTRIAL DRIVE. SALVAGED ITEMS SHALL
INCLUDE BUT NOT LIMITED TO METER YOKES, METAL LIDS, FIRE
HYDRANTS, VALVES, AND FITTINGS.
11. ALL NEW WATERLINE UNDER PAVEMENT SHALL HAVE FULL DEPTH
GRANULAR BACKFILL ACCORDING TO DETAIL W2 — WATER TRENCH
(UNDER PAVEMENT)
12. PER AWWA C605, TRACER WIRE SHALL BE INSULATED FOR
PROTECTION FROM CORROSION AND BE AT LEAST 12 GAUGE OR
LARGER.
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BY RD::
WOLTZ
osoAPE
310 East Market Street
Charlottesville
VA 22902
T 434.984.1358
F 434.984.4158
www.nbwla.com
flintlock
ARCHITECTURE &
LANDSCAPE
olsson
Nitsch Engineering
T I L L E T T
LIGHTI N G DESIGN
A S S O C I A T E S
RESIAENGINEERING
,Aw,**o-vm Hines Inc
SITE WATER ENGINEERING SERVICES
NO.
Date
Issues/Revisions
1
1 1-30-18
SD PRICING
2
07-05-19
75% D D
3
09-20-19
100% D D
4
02-07-20
50% CD
5
04-03-20
90% CD
6
04-24-20
100% CD
7
09-18-20
REV# 1 /ASI# 1
8
07-15-21
R F 150
STAMP
A.TE
REGI ERE
R F SI E�j4L
N ,
*e y
, No. 14497 ,SA, ,YYN
'9l DOUGN�IMP
PROJECT NAME
Cultural Arts
Corridor
Fayetteville,
Arkansas
100% CONSTRUCTION DOCUMENTS
PROJECT NO.: FVL1814
DRAWN BY: ELH/ZW/CJK
CHECKED BY: CBD
DRAWING TITLE
WATER LINE
IMPROVEMENTS
PLAN AND PROFILE
DATE: SEPTEMBER 18, 2020
SCALE: 1" = 10'
q\WING NUMBER
U1*06
40+00
41+00
42+00
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NELSON
BY RDNo
W O L T Z
L A N D S C A P E
ARCHITECTS
310 East Market Street
Charlottesville
VA 22902
T 434.984.1358
F 434.984.4158
www.nbwla.com
flintlock
ARCHITECTURE &
LANDSCAPE
olsson
Nitsch Engineering
T I L L E T T
LIGHTI N G DESIGN
A S S O C I A T E S
GENERAL WATER NOTES:
1.
ALL WATERLINE CONSTRUCTION AND MATERIALS SHALL CONFORM TO
CITY OF FAYETTEVILLE'S 2017 EDITION — "STANDARD SPECIFICATIONS
FOR DESIGN AND CONSTRUCTION OF WATER LINES AND SEWER
LINES"
NSAENGINEERING
2.
CONTRACTOR SHALL SEQUENCE CONSTRUCTION OF WATER AND
SEWER IMPROVEMENTS TO MINIMIZE SERVICE INTERRUPTIONS.
3.
ALL WATER SERVICE LINES, FROM MAIN TO METER, SHALL BE
REPLACED IN AREA OF WATER MAIN REPLACEMENT. NEW METERS
4.
SHALL BE PROVIDED WHERE NOTED.
WATER SERVICE LINES SHALL BE SLEEVED UNDER ROADWAY AND LID
Hines Inc
FEATURES, SIMILAR CITY DETAIL W12.
5.
ALL NEW PVC, 4—INCH TO 12—INCH, SHALL BE AWWA C900 DR 14.
SITE WATER
ENGINEERING SERVICES
6.
ALL FITTINGS FOR PVC SHALL BE "FULL BODY" FITTINGS AND SHALL
:ZZ- ROW
BE RESTRAINED.
7.
ALL BOLTS AND FITTINGS FOR VALVES, FITTINGS AND RESTRAINTS
—�
SHALL BE STAINLESS STEEL (SP. 4000/2.14/A)
8.
MINIMUM LENGTH OF A CUT SECTION OF PIPE SHALL BE FIVE (5)
FEET. (SP. 4000/2.01 /F AND 4000/2.03/D)
SS 9.
ss
WATER VALVE LIDS AND MANHOLE COVERS SHALL BE ADJUSTED TO
NEW GRADE IN ALL SCOPE AREAS OF THE PROJECT, TYPICAL.
10.
UPON REQUEST, ALL WATER MATERIALS NOTED TO BE REMOVED
W
SHALL BE SALVAGED AND DELIVERED TO THE WATER/SEWER
OPERATIONS AT 2435 INDUSTRIAL DRIVE. SALVAGED ITEMS SHALL
INCLUDE BUT NOT LIMITED TO METER YOKES, METAL LIDS, FIRE
HYDRANTS, VALVES, AND FITTINGS.
11.
ALL NEW WATERLINE UNDER PAVEMENT SHALL HAVE FULL DEPTH
GRANULAR BACKFILL ACCORDING TO DETAIL W2 — WATER TRENCH
(UNDER PAVEMENT)
12.
PER AWWA C605, TRACER WIRE SHALL BE INSULATED FOR
PROTECTION FROM CORROSION AND BE AT LEAST 12 GAUGE OR
LARGER.
NO.
Date Issues/Revisions
1
1 1-30-18 SD PRICING
2
07-05-19 75% D D
3
09-20-19 100% D D
4
02-07-20 50% CD
5
04-03-20 90% CD
6
04-24-20 100% CD
7
07-15-21 RF150
STAMP
A.TE
REGI ERE
R F SI E�j4L
N ,
* y
, No. 14497 ,SA, ,YYN
'9l DOUGN�,I MP
PROJECT NAME
Cultural Arts
Corridor
Fayetteville,
Arkansas
100% CONSTRUCTION DOCUMENTS
PROJECT NO.: FVL1814
DRAWN BY: ELH/ZW/CJK
CHECKED BY: CBD
DRAWING TITLE
WATER LINE
IMPROVEMENTS
PLAN AND PROFILE
DATE: APRIL 24, 2020
SCALE: 1" = 10'
WING NUMBER
U1*07
IN
0
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EXISTING MH SEAL EXISTING - _
TIM = 12575.05' 00 — 6" SEWER LINE — — — —
..
INV IN = 1269.30' (6" W) - ss ® — —
INV IN = 1267.35' (6" N) n
INV IN = 1262.21' (10" E) W /
INV OUT = 1262.21' (10" S) \
ROW
ROW
� I
c i-
c /
STA 30+00, BEGIN
SEWER LINE NO. 3--
CONSTRUCT MH 3-1 — — ROW II 0 \
OVER EXISTING SEWERS i ow ow i
4' MANHOLE 3-1
STA: 30+10.74 _ i I
RIM = 1272.17 n I
N INV. IN = 1267.15 (8" PVC) I
W INV. OUT = 1262.33 (10" EX)
W INV. OUT = 1262.33 (10 EX) , I
N: 635277.853 I
E: 671738.477
N
304
EXISTING 10-INCH � EXISTING MH 306
SEWER. FIELD VERIFY RIM = 1267.87'
MATERIAL TYPE. W INV. = 1263.17' EXISTING 8-INCH
SEWER. FIELD VERIFY
MATERIAL TYPE
SS
I ss
ss
GENERAL SANITARY SEWER NOTES:
1. ALL SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO CITY OF FAYETTEVILLE'S 2017
EDITION - "STANDARD SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF WATER LINES AND
SEWER LINES"
2. CONTRACTOR SHALL SEQUENCE CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS TO
MINIMIZE SERVICE INTERRUPTIONS
3. FIELD VERIFY EXISTING SEWER SERVICE LOCATIONS. LOCATIONS SHOWN ARE APPROXIMATE
BASED ON BEST AVAILABLE INFORMATION.
4. NEW SEWER LATERALS (S15) SHALL BE PROVIDED FOR ALL EXISTING CONNECTIONS IN THE
PROJECT AREA. PROVIDE MINIMUM SERVICE SIZE OF 4" U.N.O. AND CONNECT TO EXISTING
SERVICE BEYOND SIDEWALK. PROVIDE CLEANOUT (S17) LOCATED 18" FROM EDGE OF SIDEWALK.
NEW SERVICES ARE SHOWN ON PLAN ARE OFFSET FROM EXISTING SERVICE FOR CLARITY
5. PROVIDE STEEL ENCASEMENT (S21) ON ALL SEWER AND SEWER LATERALS CROSSING PAVERS
OR BIORETENTION. STEEL ENCASEMENT SHALL EXTEND MINIMUM OF 3' BEYOND PAVERS OR
BIORETENTION.
6. WATER VALVE LIDS AND MANHOLE COVERS SHALL BE ADJUSTED TO NEW GRADE IN ALL SCOPE
AREAS OF THE PROJECT, TYPICAL.
I I
I
325 OPEN 309
FIELD LOCATE EXISTING
SEWER SERVICES AND
N , PROVIDE NEW SERVICE
FIELD LOCATE EXISTING FOR ALL CONNECTIONS
_ C SERVICES ON EXISTING-c� _ ON WEST SIDE OF
J 6". CONNECT EXISTING — _ S GREGG AVE.
SERVICE TO NEW 8" 41 +00
SEWER PRIOR TO
DISCONNECTING
GRE�G A\ U
e G
RO ROW
PROTECT EXISTING
GAS LINE
G G
ROW e f
\ \ R W RO ROW 0
®�1i W ---
------------
NOTE: EXISTIN SEWER
SERVICES FOR 304, 306,
AND 308 S GREGG AVE TO
REMAIN ON EXISTING 8" SEWER
308
EXISTING SERVI E
CONNECTIONS, TYPICAL
JJ
SS
SS
Io
I
FIELD VERIFY EXISTING
CONNECTION LOCATIONS
FOR 303 AND 309 S GREGG
AVE. CAP AND ABANDON
EXISTING SERVICES.
I
SS
ss
SS O
SS
303
ROAP =OHH ROW
SD EDW
I
0' 5' 10' 20'
SCALE IN FEET
Ro \\
RO �
R
- FIELD VERIFY GAS LINE \
\ \ LOCATION. RELOCATE
AS REQUIRED
o
O /
1275 0
o\ o
\ \ \ 0 \
� o
\C111 \
\
\
\
0
!- OS
os I \ \ 0
Os
S \
\ s �
O � \
SS `---- -0
OS SS -I-)
o \ SS �
_ Ss _
30+00 31+00 32+00 33+00
NELSON
BY RD::
W 0 L T Z
osoaPE
310 East Market Street
Charlottesville
VA 22902
T 434.984.1358
F 434.984.4158
www.nbwla.com
flintlock
ARCHITECTURE &LANDSCAPE
olsson
Nitsch Engineering
T I L L E T T
LIG H T 1 N G DESIGN
A S S O C I A T E S
NSAENGINEERING
Hines Inc
SITE WATER ENGINEERING SERWCES
NO. Date Issues/Revisions
1 1 1-30-18
SD PRICING
2 07-05-19
75% DID
3 09-20-19
100% DID
4 02-07-20
50% CD
5 04-03-20
90% CD
6 04-24-20
100% CD
7 07-15-21
RFI50
STAMP
S� A�5
AR SAS
REGI ERE
R F SI]v-�
N 'R
.w y
No. 14497 ,SA, YN
DOUGN
PROJECT NAME
Cultural Arts
Corridor
Fayetteville,
Arkansas
100% CONSTRUCTION DOCUMENTS
PROJECT NO.: FVL1814
DRAWN BY: ELH/ZW/CJK
CHECKED BY: CBD
DRAWING TITLE
SEWER LINE
IMPROVEMENTS
PLAN AND PROFILE
DATE: APRIL 24, 2020
SCALE: 1 " = 10'
DRAWING NUMBER
7
2,004
0' 5' 10' 20'
SCALE IN FEET
0
Co
Co
D`
N
O
N
0
N
D
0
to
3
0
N
00
0
i
0
N
0
N
z
Q
V)I
/
o-
(y)
<L
U
Q
Q
E
N
4' MANHOLE 3-2
STA: 33+20.34
RIM= 1279.86
E INV. IN = 1268.80 (8" PVC)
S INV. OUT = 1268.70 (8" PVC)
N: 635586.830
E: 671758.042
FINI`.
F
AGGREGATE
UNDER
'rn jn /1
FIELD VERIFY GAS
LINE LOCATION
1 .76'
301
4' MANHOLE 3-3
STA: 34+12.59
RIM = 1273.63
N INV. IN = 1269.36 (EX. 8")
W INV. OUT = 1269.26 (8" PVC)
N: 635584.897
E: 671850.272
ROW —
/
l
S GREGG AVE
I
GAS LINE TO BE
RELOCATED AS REQUIRED
FIELD LOCATE GAS LIN
Ism
—60 00
ROW
o I II�IIII' I I
II III �
II II III �
I I I
II II III �
II II IIII
I
OilIII �
18: IIII
I III I
/J II III
// JJI III
I 0 I III
10
0
\ O \
o
CONSTRUCT MH 3-3 OVER
EXISTING SEWER. FIELD
— Row VERIFY ELEVATION OF SEWER
PRIOR TO CONSTRUCTION /
DISCONNECT AND SEAL
EXISTING SEWER (S14)
EXISTING 8—INCH / \
SEWER. FIELD VERIFY
MATERIAL TYPE.
33+00 34+00 34+25
Il
�M1i1ll
� IIII
L�J�J
0' 5' 10' 20'
SCALE IN FEET
GENERAL SANITARY SEWER NOTES:
1. ALL SEWER CONSTRUCTION AND MATERIALS SHALL CONFORM TO CITY OF FAYETTEVILLE'S 2017
EDITION — "STANDARD SPECIFICATIONS FOR DESIGN AND CONSTRUCTION OF WATER LINES AND
SEWER LINES"
2. CONTRACTOR SHALL SEQUENCE CONSTRUCTION OF WATER AND SEWER IMPROVEMENTS TO
MINIMIZE SERVICE INTERRUPTIONS
3. FIELD VERIFY EXISTING SEWER SERVICE LOCATIONS. LOCATIONS SHOWN ARE APPROXIMATE
BASED ON BEST AVAILABLE INFORMATION.
4. NEW SEWER LATERALS (S15) SHALL BE PROVIDED FOR ALL EXISTING CONNECTIONS IN THE
PROJECT AREA. PROVIDE MINIMUM SERVICE SIZE OF 4" U.N.O. AND CONNECT TO EXISTING
SERVICE BEYOND SIDEWALK. PROVIDE CLEANOUT (S17) LOCATED 18" FROM EDGE OF SIDEWALK.
NEW SERVICES ARE SHOWN ON PLAN ARE OFFSET FROM EXISTING SERVICE FOR CLARITY
5. PROVIDE STEEL ENCASEMENT (S21) ON ALL SEWER AND SEWER LATERALS CROSSING PAVERS
OR BIORETENTION. STEEL ENCASEMENT SHALL EXTEND MINIMUM OF 3' BEYOND PAVERS OR
BIORETENTION.
6. WATER VALVE LIDS AND MANHOLE COVERS SHALL BE ADJUSTED TO NEW GRADE IN ALL SCOPE
AREAS OF THE PROJECT, TYPICAL.
NELSON
BY RD::
W 0 L T Z
osoaPE
310 East Market Street
Charlottesville
VA 22902
T 434.984.1358
F 434.984.4158
www.nbwla.com
flintlock
ARCHITECTURE LANDSCAPE
olsson
Nitsch Engineering
T I L L E T T
LIG H T 1 N G DESIGN
A S S O C I A T E S
NAENGINEERING
oweoo*
Hines Inc
SITETER ENGINEERING SERVICES
NO.
Date
Issues/Revisions
1
1 1-30-18
SD PRICING
2
07-05-19
75% DID
3
09-20-19
100% DID
4
02-07-20
50% CD
5
04-03-20
90% CID
6
04-24-20
100% CID
7
09-18-20
REV# 1 /ASI# 1
8
07-15-21
RF150
STAMP
A.TE
REG.ERE
R F SI g]v-�
N
* y
No. 14497YN
DOUGN
PROJECT NAME
Cultural Arts
Corridor
Fayetteville,
Arkansas
100% CONSTRUCTION DOCUMENTS
PROJECT NO.: FVL1814
DRAWN BY: ELH/ZW/CJK
CHECKED BY: CBD
DRAWING TITLE
SEWER LINE
IMPROVEMENTS
PLAN AND PROFILE
DATE: SEPTEMBER 18, 2020
SCALE: 1 " = 10'
AWING NUMBER
U2,005
City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar)
Budget Year Division Adjustment Number
Non -Departmental (800)
2021 /Org2
Requestor: Kevin Springer
BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION:
Staff Recomends approval of Change Order #7 to RFQ 18-11 Contract with Nabholz Construction for Water and Sewer
Relocate at Gregg Avenue in the amount of $75,325.78 and Relocation of 8" Sewer line in Fay Jones woods in the
amount of $33,830.54 for a total amount of $109,156.32 and approve a Budget Adjustment.
Budget is already available within the W/S Relocations for Bond Projects captial project.
RESOLUTION/ORDINANCE
COUNCIL DATE: 10/5/2021
LEGISTAR FILE ID#: 2021-0732
KP,vLwSpr �
911512021 4:11 PM
Budget Director Date
TYPE: D - (City Council)
JOURNAL #:
GLDATE:
CHKD/POSTED:
TOTAL
Account Number
- -
Increase / (Decrease)
Expense Revenue
Proiect.Sub#
Project Sub.Detl AT
v.20210831
Account Name
5400.860.5700-5815.00
109,157 -
11011 2019.7800 EX
Improvements - Sewer
5400.860.5700-5815.00
(33,835) -
11011 2019.7800 EX
Improvements - Sewer
5400.720.5600-5808.00
(75,322) -
11011 1 EX
Improvements - Water Line
H:\Budget Adjustments\2021_Budget\City Council\10-05-2021\2021-0732 BA Arts Corridor C07 - WS.xlsm 1 of 1