HomeMy WebLinkAboutA025 - Resolution approving Change Order No. 5 with Woodruff Construction of Ames, IA, for the Water Pollution Control Facility Nutrient Reduction Modifications Phase 1 ProjectITEM #:29
DATE:08-12-25
DEPT:W&PC
SUBJECT:WATER POLLUTION CONTROL FACILITY NUTRIENT REDUCTION
MODIFICATIONS PHASE 1 PROJECT - CHANGE ORDER #5
COUNCIL ACTION FORM
BACKGROUND:
On August 13, 2024, City Council awarded a contract to Woodruff Construction for
modifications to the Water Pollution Control Facility (WPCF). These modifications are the first
of two construction phases that will ultimately enable the facility to achieve the goals of the
Iowa Nutrient Reduction Strategy.
As is common with large construction contracts, this project has required multiple change
orders. To date, four change orders have been approved for a combined total reduction in the
contract price of $232,863.68. Change Order #1 was approved by Council. Change Order
numbers 2, 3, and 4 were approved at the staff level. Details regarding the amounts of the
change orders and the scope of each change are outlined below in Table 1.
A fifth change order has been prepared and is ready for Council approval. It includes
ten individual changes to the construction documents.
The most notable is changes to the valves in the raw wastewater pump station. The
project called for the existing 36-year-old valves to be replaced with new valves. When
the contractor was verifying the length of the valves prior to placing the order, it was
discovered that the existing valves had a non-standard lay length, meaning that new
valves would not fit without extensive piping modifications.
The consulting engineer and staff worked closely with the manufacturer of the original
valves to develop a plan whereby the existing valves could be rebuilt to extend the
useful service life of the valves. Replacement of the valves can thus be deferred until
Phase 2 of the project in roughly ten years. The total for this item (deducting the
original work and adding the modifications) is a deduction of (-$69,199.15).
Among the other nine items in this change order are the addition of storage tanks for the
drinking water system (+$30,666.53), and changes to the planned replacement of the large
gate valve in Control Box A (-$33,472.00). The other individual items in the change order total
(+$31,261.59). Combined, the net total of the ten changes is a reduction to the overall
contract price of (-$40,743.03).
Table 1: Change Order Summary
Change Order #1
Credit for Enviromix, fire alarms, canopy;
reroute gate power circuit; expansion joint
changes
(231,878.79)
1
Change Order #2
Modifications to the ceiling and lighting in
portions of the Administration Building
(25,280.00)
Change Order #3
Changes to Control Box A & B; changes to
framing elements, reimbursement for special
inspections
10,835.86
Change Order #4
Changes to door framing; changes to ceiling
tiles; changes to electrical outlets; additional
painting requested by staff
13,459.25
Change Order #5 - This Action
Changes to valves & piping in Structure 10;
changes to reinforcing and electrical at
Structure 20; add booster fan; casework
changes in admin building; add (2) well supply
tanks and well control modifications;
modifications to gate valve in Control Box A;
misc changes in Structure 20
(40,743.03)
Total Approved Change Orders (Including
this action)($273,606.71)
Table 2 below summarizes the overall project budget.
Table 2: Total Project Funding & Expenses
Funding Expenses
Prior Years
FY 2023 1,000,472.42
FY 2024 1,438,643.35
FY 2025 Adjusted 26,610,884
FY 2026 26,240,000
FY 2027 7,250,000
Engineering
6,038,000
Construction
Original Contract 53,370,000
Change Order #1 (231,878)
Change Order #2 (25,280)
Change Order #3 10,836
Change Order #4 13,459
Change Order #5 -This Action (40,743)
Owner Allowance (furnishings, etc.) 400,000
All Other Expenses 122,675
TOTAL 62,540,000 59,657,069
Owner's Contingency 2,882,931
2
The Clean Water State Revolving Fund (CWSRF) loan was approved in a not-to-exceed
amount of $65,185,000 to provide a cushion for unanticipated project changes and prevent
unnecessary issuance costs associated with increasing the not-to-exceed amount as a
separate action, should it be necessary. It should be noted that the SRF program is a
reimbursement program, meaning that the City first spends the money, then the program
reimburses for eligible expenses. This method ensures the City will only borrow for expenses
the City Council has authorized and are necessary to complete the project, thus minimizing
interest expense associated with the improvements.
ALTERNATIVES:
1. Approve Change Order #5 to the contract with Woodruff Construction for the Water
Pollution Control Facility Nutrient Reduction Modifications Phase 1 Project in the deduct
amount of $40,743.03.
2. Do not approve the change order. This would reject the recommended changes to the
contract documents.
CITY MANAGER'S RECOMMENDED ACTION:
The proposed changes are to improve the reliability and function of the Water Pollution Control
Plant Modifications. The consultant, contractor, and city staff have worked closely together to
come up with reasonable, cost-effective recommendations. Therefore, it is the
recommendation of the City Manager that the City Council adopt Alternative 1 as described
above.
ATTACHMENT(S):
CO_5&Encl.Reduced_Size NOT FULLY EXECUTED.pdf
3
SEG\tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx
July 31, 2025
CHANGE ORDER NO. 5
Description of Change
reducer on the discharge of each influent pump, replace
the existing expansion joints with six new 16- by 18-inch
concentric expansion joints, and install new 18-inch
install of one 20-inch gate valve with electric actuator
and two 30-inch gate valves with electric actuators. Refer
walkway in Structure 20 in accordance with RFI No. 094.
RFI Nos
Grit Building in accordance with CPR No. 009. Refer to
vent cover in the Administrative Building in accordance
with CPR No. 010. Supply and install a power receptacle
power for an Owner-provided fan in the reception area in
accordance with CPR No.
compressor and dryer in accordance with CPR No. 014.
accordance with CPR No. 011. Change copy room
countertops to solid surface. Add
locations in the reception room. Refer to PCO No. 021
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
4132
City of Ames–Woodruff Construction, Inc.
Contract 2024-089, Change Order No. 5
Page 2
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programming for the well pumps used for Structure 200
domestic cold water supply
Control Box A gate. Replace the seals and actuator on the
existing Control Box A gate. Refer to PCO No. 026 from
knockout panel on the mezzanine in Structure 20. Supply
and install a chain-operated overhead
Structure 20 on the mezzanine
four post bases for a removable railing in front of the
door. Refer to PCO No. 020 from Contractor.
Contract Price Adjustment
Contract Substantial Completion Date Adjustment
Contract Final Completion Date Adjustment
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
5133
City of Ames–Woodruff Construction, Inc.
Contract 2024-089, Change Order No. 5
Page 3
SEG:tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx
This document shall become a supplement to the Contract and all provisions will apply hereto.
RECOMMENDED
®
APPROVED
RECOMMENDED
APPROVED
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
7/31/2025
7/31/2025
8/1/2025
6134
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 3, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-009 - Electrical Equipment Changes\CPR-009 - Electrical Equipment Changes.docx
COST PROPOSAL REQUEST NO.: 009
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 80-E1.01
009-01 Mini-CAS enclosures for NRP-80-01, NRP-80-02, and P-80-01 shall be deleted. General Note 9 and
Key Note 7 shall be deleted.
Drawing 200-E6.03
009-02 Power DWHP-200-01 from a spare 20-amp, single-pole breaker in LP-200-04. Provide a single-phase
motor switch as a disconnecting means for the pump.
009-03 Power FCU-200-12 from 15-amp, two-pole breaker in LP-200-03.
009-04 Power FCU-200-13 from 15-amp, two-pole breaker in LP-200-04.
009-05 Power the ACCU-200-01 second module from 35-amp, three-pole breaker in LP-200-02. Provide a
non-fusible disconnect at the unit.
009-06 Provide a receptacle powered from LP-200-04, circuit 52, spare 20-amp, single-pole breaker for the
dryer vent booster fan located in the Laundry Room (Room 20020).
009-07 Power the ACCU-200-02 second module from 35-amp, three-pole breaker in LP-200-02. Provide a
non-fusible disconnect at the unit.
Drawing 990-E6.03
009-08 Mini-CAS shall not be at the unit. "@ UNIT” shall be deleted in controls and interlocks column. Mini-
CAS shall be in NRP-80-01, NRP-80-02, and P-80-01 MCC-1 starter buckets. Change “9~#14” to
“6~#14” in the associated conduit and wire column for NRP-80-01 and NRP-80-03 and “26~#14” to
“18~#14” for P-80-01.
009-10 For EF-10-04, add “THERMOSTAT” in the controls and interlocks column and change “4~#14” to
“6~#14” in the conduit and wire column.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
7135
Cost Proposal Request No. 009
Contract 2024-089
Page 2
April 3, 2025
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DESCRIPTIONS AFFECTING THE SPECIFICATIONS
Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.C
009-11 Change the last two sentences of paragraph 2 to “There is a 120-volt AC control module furnished with
the unit as specified in Division 43 for thermal and moisture detection that shall be installed in the MCC
bucket by System Supplier.”
Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.G
009-12 “Basin 1-Basin 2” selector switch shall be on P-80-01 MCC-1 bucket. Delete “(Mini-CAS enclosure at
unit”) from paragraph 4. Change the last two sentences of paragraph 6 to “There is a 120-volt AC
control module furnished with the unit as specified in Division 43 for thermal and moistu re detection
that shall be installed in the MCC bucket by System Supplier.”
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
8136
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 4, 2025
TJA:tll\S:\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-010 - Str 200 Dryer Vent\CPR-010 - Str 200 Dryer Vent.docx
COST PROPOSAL REQUEST NO.: 010
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-H1.02
010-01 Route 4” dryer vent duct from dryer to north exterior wall adjacent to door 20013A. Ductwork shall be
galvanized construction as specified. Terminate with dryer exhaust vent cover. Vent color to be
matching with exterior wall color.
010-02 Provide inline dryer vent booster fan Fantech model DBF4XL, or equal with power cord. Fan shall be
mounted above drop ceiling in Laundry 20020.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
9137
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx
COST PROPOSAL REQUEST NO.: 011
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-AS4.08
011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached
revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER.
Drawing 200-E1.03
011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the
electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached
for reference.
011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath
the window and above the OWNER-provided desk.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10138
SAI: Remove knee wall, steel plate supports,
countertop support brackets, and countertop.
Furniture will be provided by Owner.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
11139
IS
S
U
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
09
/
0
9
/
2
4
SAI: This will be a
hardwired connection to
power panel on Owner-
provided furniture.
SAI: Remove
this receptacle.
SAI: Add fourplex
receptacles.SAI: Remove
this receptacle.
SAI: Move this
receptacle under desk.
SAI: Remove
these receptacles.
SAI: Change to
duplex receptacle.
SAI: Change to
fourplex receptacle.
SAI: Change to
duplex receptacle.
SAI: Change to
fourplex receptacle.
SAI: Remove this
receptacle.
SAI: Remove this
receptacle.
SAI: Move this
receptacle south near
corner to avoid desk.
SAI: Remove this
receptacle.
SAI: Move gang box
and Key Note 19.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
12140
RE
F
.
REF.
RNG.
REF.
D
W
RACK RACK
TV
TV
4995BLR Closed Base for 4994 2
MR-611H Magnuson Group Mega Rak 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
2012 Single Coat Hook 2
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
KEY 104E
LIBRARY
20007
LOCATION TBD
VESTIBULE
20001
RESTROOM
20024
SHOWER
20019
JANITOR
CLOSET
20023
CORRIDOR
20003
KEY 107E
TRIPLE TRAYLETTER WALL RACK
BIG & TALLIGNITION CHAIR
BIG & TALLIGNITION CHAIR
CONFERENCE/
TRAINING
ROOM
20015
BIG & TALLIGNITION CHAIR
KEYSFR305 - FR310
MAINTENANCE
OFFICE
20011
WOMENS
LOCKER
ROOM
20017
STAIR
20026
RESTROOM
20025
OFFICE
20022
NUCLEUS CHAIRW/ FABRIC SEAT
GARAGE
20031
KEY 115E
OFFICE
20006
OFFICE
20008
MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA
KEY 112E KEY 109E
KEY 119E
KEY 114E
TABLE & CHAIR
STORAGE
20015A
KEY 110E
KEY 113E
KEY 111E
KEY 105E
KEY 101E
KEY 104E
COPY/WORK
ROOM
20005
SHOWER
20018
BREAK
ROOM
20013
KEY 114E
RECEPTION
20004
LAB
20010
IDEAL POWERLOCATION
LAUNDRY
20020
KEY 117E
MUD ROOM
20012
STORAGE
20029
KEY 106E
STORAGE
20027
BIG & TALLIGNITION CHAIR
LOBBY
20002
KEY 102E
IT CLOSET
20014
PARTS/TOOL
STORAGE
20028
TRIPLE TRAYLETTER WALL RACK
KEY 116E
CONTROL
ROOM
20009
FIRST AID/
LACATION/
SLEEP
20021
KEY 103E
KEY 118ESHOP
20030
KEY 108E
MENS
LOCKER
ROOM
20016
COAT HOOKS
25D X 72W
4'x6' MARKERBOARD
3'x
3
'
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FI
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4'x6' MARKERBOARD
60" AFF
SEATING & MARKERBOARD ONLY
EXISTING SHELVING
MOBILE COAT RACK
42" AFF
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12 CHAIRS WITHOUT ARMS
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30
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2
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3
0
H
36
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MP
4
8
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Ga
n
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48
5f
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E
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35
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49
9
4
2012
1f
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30
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35
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30
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18
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6
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30
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FEP
48
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Ga
n
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MP
4
8
4
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36/5
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D
G
BB
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30
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0
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3
0
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30
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HM
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HM
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HI
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KB
KB
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HI
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HF23C
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48/3
0
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23B
HF23C
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HF23B
HF23C
48/3
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48/3
0
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HF23C
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H
WT
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WT
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22
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MA
MA
MA
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15/72 15/48
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MA
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22/48F
HL
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D
1
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S
HL
E
D
1
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D
1
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S
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D
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R
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R
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3
6
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2
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K
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TC
3
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TC48-F
TC
3
0
-
F
TC48-F
TC
3
0
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F
TC
3
0
-
F
TC48-F
PAGE NO.
THESE TERMS AND CONDITIONS.
CONSTITUTES AGREEMENT TO
ACCEPTANCE OF THIS DOCUMENT
OR DESTROYED AS INSTRUCTED.
RETURNED TO WORKSPACE INC.
NOTES AND ANALYSIS, MUST BE
ALL COPIES, EXTRACTS, RELATED
THIS DOCUMENT, ALONG WITH
DEMAND OF WORKSPACE INC.,
RIGHTS RESERVED. UPON THE
WORKSPACE INC. ALL PATENT
WRITTEN CONSENT OF
MANNER WITHOUT THE EXPRESS
LOANED, OR USED IN ANY OTHER
BE DISCLOSED, REPRODUCED,
INFORMATION HEREIN MUST NOT
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED IN
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
1/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA
50309
PROJECT DESCRIPTION
Admin Building
d:\DESIGN
PROJECTS\A-F\CITY OF
AMES\RFPS\25
0121_AMESCI_WATER
POLLUTION CONTROL PLANT
ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
Nathan Wells
Ames Water
Pollution Control
Plant
Holly Reeves
DESIGNER
DATE
PROJECT
WORKPLACE CONSULTANT
Drawing from furniture supplier
- furniture provided by OWNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
13141
TV
2012 Single Coat Hook 2
MOUNT THIS
TRANSACTION COUNTER
AT 32" AFF FOR ADA
LOCATION TBD
COPY/WORK
ROOM
20005
VESTIBULE
20001
LOBBY
20002
IDEAL POWER
LOCATIONRECEPTION
20004
KEY 101E
NUCLEUS CHAIR
W/ FABRIC SEAT
COAT HOOKS
4'x6' BULLETIN BOARD
FI
S
H
T
AN
K
4'x6' MARKERBOARD
'x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
4'x6' BULLETIN BOARD
0' -10"
3' -
9
-
1
/
4
"
1'
7'
-
1
0
"
CR CL
HATB-3S-T
60
/
4
8
/
3
0
/
3
0
FEP
2012
42H
HS
D
G
36/42
CM
P
6
0
1
4
30
/
5
1
36/42
35
W
HF23C
FB
BB
F
48/35
36
FE
P
L
CD
P
A
_
L
48/42
35
W
HF23C
FE
P
R
FF
28/70
CD
P
A
_
R
HF23C
BB
F
FF
CR CLCL CL
CR CR
HNR1
HICS
7HICS
7
HICS
7
HICS
7
HF23C
HF23C
HF23C
HF23C
48/3
0
15/48
VH7-F
MA
15/72 15/48
TC48-F TC48-FTC36-F TC36-F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
2/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
14142
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20006
TRIPLE TRAY
LETTER WALL RACK
20005
BIG & TALL
IGNITION CHAIR
KEY 102E
LIBRARY
20007
4'x6' MARKERBOARD
COAT HOOK
60" AFF
42" AFF
1'
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
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x
6
4
24
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3
6
x
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24
x
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6
6
30
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2
4
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18
x
2
4
x
6
6
48
36/5
3172BL
FB
HF23B
BB
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PU
L
L
24
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3
6
x
2
9
HF23B
24
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HF23B
HF23B
HF23B
72
/
4
8
/
2
4
/
3
0
2012
24/30
24
x
3
6
x
2
9
36/5
60
36
/
5
FB
HI
G
S
6
HI
G
S
6
KB
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23B
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
3/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
PROJECT DESCRIPTION
05/12/25
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
15143
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
4995BLR Closed Base for 4994 2
KEY 107E
LIBRARY
20007
BIG & TALL
IGNITION CHAIR
60" AFF
COAT HOOK
60" AFF
COAT HOOK
42" AFF
1'
1'
3' -10"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
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-
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2
4
3
0
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7
8
9
0
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2
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2
4
3
0
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4
2
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6
4
BB
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49
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4
72
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4
8
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4
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36/536/5
60
HF23B
60
48
48
36/5
BB
F
4995BLR
PU
L
L
24
x
3
6
x
2
9
24
x
3
6
x
2
9
49
9
4
24
/
4
2
2012
36/5
24/30
24/30
3172BL
36
/
5
FB
PU
L
L
24
/
4
2
72
/
4
8
/
2
4
/
3
0
20123172BL
FB
FB
HI
G
S
6
HI
G
S
6
HI
G
S
6
HI
G
S
6
KB
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23C
HF23B
HF23B
HF23B
MA
MA
22/48F
22/54F22/48F
22/54F
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
4/12
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
16144
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20008
TRIPLE TRAY
LETTER WALL RACK
KEY 103E
BIG & TALL
IGNITION CHAIR
KEY 105EKEY 104E
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
42" AFF
COAT HOOK
4'x6' MARKERBOARD
1'
0'
-
9
-
1
/
2
"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
24
x
3
6
x
2
9
BBF
3172BL
SL
3
0
2
9
F
BB
F
49
9
4
72
/
4
8
/
2
4
/
3
0
60
FE
P
30
/
2
4
48
18
x
2
4
x
6
6
Top
49
9
4
2012
24
x
3
6
x
2
9
MP604
24/30
HSDG
24
x
3
6
x
6
6
PU
L
L
36/3
24
x
3
6
x
2
9
24
/
4
2
30/60
CL
FB
FB
HI
G
S
6
HI
G
S
6
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HF23B
HF23C
HF23C
14
x
3
6
x
3
7
HF23B
HF23B
48/3
0
HF23B
HF23B
HF23B
MA
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
5/12
PROJECT DESCRIPTION
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
DATE
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
17145
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
KEY 104E
KEY 106E
CONTROL
ROOM
20009
BIG & TALL
IGNITION CHAIR
KEYS
FR305 - FR310
KEY 105E
KEY 104E
BIG & TALL
IGNITION CHAIR
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
4'x6' MARKERBOARD
3'x4' MARKERBOARD
60" AFF
COAT HOOK
1' -11-1/4"
1'
0'
-
9
-
1
/
2
"
BBF
SL
3
0
2
9
F
36/3
2141XLAL
SL3029F
MP
6
0
4
HSDGMP604Top
FE
P
BB
F
3
0
/
6
0
24
x
3
6
x
6
6
HA
T
B
-
2
S
-
T
18
x
3
6
x
6
4
30/60
FEP
30
/
5
4
CL
HIGS6 HIGS6
HI
W
M
B
T
HIW
M
B
T
HF23C
HF23C
HF23C
HF23C
48/3
0
MA
MA
LK
R
/
D
/
3
0
/
7
2
-
6
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
6/12PAGE NO.
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Ames Water
Pollution Control
Holly Reeves
[Order entry,
Contract
Nathan WellsWORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
18146
2141XLAL
LAB
20010
TRIPLE TRAY
LETTER WALL RACK
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
SEATING & MARKERBOARD ONLY
BU
L
L
E
T
I
N
B
O
A
R
D
COAT HOOK
4'
x
6
'
60" AFF
1'
1'
1' -11-1/4"
0'
-
9
-
1
/
2
"
0'
-
1
0
-
3
/
4
"
1' -7-1/2"
FEP
MP
4
8
4
FEPFEP
48
SL
FEP
48
FEP
MP
4
8
4
MP
3
0
4
FEP
MP
4
8
4
22
/
4
8
F
22
/
4
8
F
48
HIW
M
M
HIWMM
HF23C
HF23C
HF23C
HF23C
HF23B
HF23C
HF23C
HF23C
HF23B
WT
H
WT
H
WT
H
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
05/12/25
PAGE NO.7/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
Nathan Wells
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
19147
KEY 114E
KEY 110E
KEY 113E
KEY 111E
KEY 114E
KEY 109EMAINTENANCE
OFFICE
20011
KEY 108E
KEY 112E
4'x6' MARKERBOARD 4'x6' MARKERBOARD
4'
x
6
'
BU
L
L
E
T
I
N
B
O
A
R
D
1' -7-1/4"1' -7-1/2"
BB
F
22
/
4
8
F
To
p
FEP
HATB-2S-T
FEP
HATB-2S-T
FEP
MP
4
8
4
FEP
30/72
FEPFEP
FEP
48
FEP
22
/
4
8
F
BB
F
18
x
3
6
x
6
4
BB
F
SL
30/72
30
/
4
8
FEP
30
/
4
8
MP
4
8
4
BB
F
30
/
4
8
FEP
FEP
30
/
7
2
MP
4
8
4
48
FEP
30
/
4
8
BB
F
22
/
4
8
F
48
MP
4
8
4
HATB-2S-T
36
/
3
30
/
4
8
30
/
4
8
48
MP
4
8
4
48
22
/
4
8
F
MP
3
0
4
30/72
BB
F
MP
4
8
4
48
SC
HIGS6HIGS6
HI
W
M
M
HI
W
M
M
HI
W
M
M
HIWMMHIWMM
HI
W
M
M
HIWMM
HI
W
M
M
HI
W
M
M
HF23C
HF23C
HF23C
HF23CHF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
WT
H
WT
H
WT
H
WT
H
WT
H
WT
H
22
/
4
8
F
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
8/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
WORKPLACE CONSULTANT
DATE
DESIGNER
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
20148
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
KEY 119E
OFFICE
20022
KEY 115E
KEY 118E
KEY 116E
KEY 117E
COAT HOOK
4'
x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
1'
HS
D
G
30
/
3
0
WB
K
30/48
65E-F
HS
D
G
FF
SL3029F
MP
2
4
4
WB
K
30
/
3
0
MP484
65E-F
30
/
6
5
FF
BBF
30/48
SL
3
0
2
9
F
SL3029F
48/65
BBF WB
K
MP
3
0
4
SL3029F
36/5
65E-F
MP
3
0
4
CD
P
A
_
L
35
W
SL3029F
30
/
6
5
30/48 BBF
MP484
HS
D
G
65E-F
SL
3
0
2
9
F
2141XLAL
30/48
FF
35
W
30
/
3
0
65
T
MP
3
0
4
30
/
6
5
30
/
6
5
48/65
WB
K
30
/
2
7
65
E
-
F
BBF
FF
HS
D
G
48/65
65E-F
65E-F
35
W
48/65
CD
P
A
_
R
65
E
-
F
CL
CL
SL
SL
DPA_L
DP
A
_
L
D
P
A
_
R
DP
A
_
L
D
P
A
_
R
DPA_R
HI
G
S
6
HI
G
S
6
HIW
M
M
HIW
M
M
HIW
M
M
HIW
M
M
HF23C
HF23C
HF23C
48/3
0
48/3
0
48/3
0
48/3
0
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
WT
H
WT
H
WT
H
WT
H
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
MA
MA
MA
MA
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
42
42
42
42
TC
3
0
-
F
TC
3
0
-
F
TC
3
0
-
F
TC48-FTC48-F
TC
3
0
-
F
TC48-F
TC48-F
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
PROJECT DESCRIPTION
9/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
[Order entry,
Contract
Holly Reeves
Ames Water
Pollution Control
Nathan Wells
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
21149
2141XLAL Coat Rack w/ 5 hooks on a flush plate
CORRIDOR
20003
KEY 119E
FIRST AID/
LACATION/
SLEEP
20021
COAT HOOK
60" AFF
1'
MP
3
0
4
30
/
6
5
30
/
3
0
SL3029F
30/48
HS
D
G
MP484
SL
3
0
2
9
F
65E-F
BBF
2141XLAL
65E-F
20X28
CL
DPA_L
HIW
M
M
48/3
0
HF23C
HF23C
WT
H
22
/
4
2
F
MA
HL
E
D
1
7
A
S
42
TC
3
0
-
F
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
10/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
[Order entry,
Contract
Holly Reeves
Nathan Wells
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
22150
REF.
RNG.
REF.IT CLOSET
BREAK
ROOM
20013
TABLE & CHAIR60
29H 29H
60 HM
G
1
HMG1
HM
G
1
HMG1
HMG1
HMG1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HMG5HMG5HMG5HMG5
LK
R
/
D
/
3
6
/
7
2
-
6
LK
R
/
D
/
3
6
/
7
2
-
6
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
11/12
05/12/25
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
PAGE NO.
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
PROJECT
WORKPLACE CONSULTANT
DESIGNER
DATE
KEYS
FR311 - FR322
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
23151
RACK RACK
TV
MR-611H Magnuson Group Mega Rak 1
TABLE & CHAIR
STORAGE
20015A
LOCATION TBD
IT CLOSET
20014
CONFERENCE/
TRAINING
ROOM
20015
25D X 72W
36 CHAIRS WITH ARMS
MOBILE COAT RACK
12 CHAIRS WITHOUT ARMS
1f
t
5f
t
5f
t
1f
t
Ga
n
g
1f
t
Ga
n
g
Ga
n
g
H37-1/8-N
1f
t
1f
t
5f
t
1f
t
5f
t
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
Ga
n
g
H37-1/8-N
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
H37-1/8-N
MR-611H
5f
t
5f
t
30
/
7
2
/
3
0
H
1f
t
30
/
7
2
/
3
0
H
Ga
n
g
5f
t
5f
t
30
/
7
2
/
3
0
H
Ga
n
g
1f
t
5f
t
30
/
7
2
/
3
0
H
5f
t
Ga
n
g
1f
t
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
5f
t
5f
t
1f
t
Ga
n
g
1f
t
Ga
n
g
5f
t
H37-1/8-N
30
/
7
2
/
3
0
H
5f
t
1f
t
Ga
n
g
1f
t
30
/
7
2
/
3
0
H
Ga
n
g
Ga
n
g
Ga
n
g
5f
t
Ga
n
g
1f
t
Ga
n
g
H37-1/8-N 30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
Ga
n
g
30
/
7
2
/
3
0
H
Ga
n
g
5f
t
1f
t
H37-1/8-N30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
Ga
n
g
5f
t
5f
t
5f
t
1f
t
Ga
n
g
5f
t
1f
t
1f
t
30
/
7
2
/
3
0
H
1f
t
30
/
7
2
/
3
0
H
1f
t
30
/
7
2
/
3
0
H
1f
t
Ga
n
g
5f
t
Ga
n
g
30
/
7
2
/
3
0
H
H37-1/8-N
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HICS
7HICS
7
HT
L
L
E
C
T
A
36
x
7
2
H
36
x
7
2
H
PAGE NO.
PROJECT DESCRIPTION
05/12/25
12/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
PROJECT
DATE
DESIGNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
24152
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 3, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx
COST PROPOSAL REQUEST NO.: 0014
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200-
01 from this breaker. Provide a non-fusible disconnect at the unit
009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
25153
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx
COST PROPOSAL REQUEST NO.: 015
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception
fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch.
Coordinate location with OWNER in Room 20004.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
26154
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
July 2, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
COST PROPOSAL REQUEST NO.:016
TO:Woodruff Construction, Inc.
ISSUED BY:Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE SPECIFICATIONS
Sections 26 09 00 and 26 09 90
016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank
control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed
as part of the Administration Building demolition. Provide the following I/O and controls to maintain
functionality of the well pumps. Controls described below shall be provided in SCC-200 and be
messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be
provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time
required to implement PLC and SCADA HMI programming additions:
SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
200
OFFICE WATER
SUPPLY WELL PUMP
PRESSURE SWITCH
PS-200-
01 1 0 0 0 2~#14 FROM PRESSURE SWITCH
RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
2 WELL PUMP NO. 1
START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
2 WELL PUMP NO. 2
START/STOP
WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand-
Off-Auto switch as follows:
1.In SCADA “Hand,” the pump shall start and run.
2.In SCADA “Auto,” the pumps shall be controlled as follows:
a.When the office water supply pressure falls below the well pump pressure switch
(PS-200-01) setpoint, the lead pump shall start and run. When the office water
supply pressure rises above the well pump pressure switch setpoint, the lead pump
shall shut down.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
27155
Cost Proposal Request No.016
Contract 2024-089
Page 2
June 30,2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for
alternation of the pumps as follows:
(1)In the “Fixed” mode, the operator shall be able to select the lead pump
with the unselected pump automatically becoming the standby pump.
Alternation of the pumps shall be done manually by the operator.
(2)In the “Automatic” mode, there shall be an automatic alternator within this
PLC that shall rotate the pump sequence each time the lead pump shuts
down.
(3)If the lead pump is called to run and fails to start (call-to-run fail), is
operating and fails, or is taken out of "Auto” (SCADA selector switch),
the standby pump shall rotate into the lead position.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-P7.08
0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on
attached drawing.
0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing.
Drawing 200-E1.04
0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply
piping.Pressure switch shall be as specified in Section 26 09 00.2.15.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
28156
1.53/4" DCW
1.53/4" DHW
43/4" DCW
1.53/4" DHW
1.53/4" DCW
BV
18.51 1/2" DCW
1.53/4" DCW
1.53/4" DHW
3/4" DHWR
BV
BV
BV
BV
BV
31" DCW
31" DHWEEWS-1
1.53/4" DCW
1.53/4" DHW
101" DCW
101" DHW BV
BV
BV
BV
BV
L-1
L-1
L-1
L-1
LT-1
WB-1
UR-1
L-1
L-1
SK-1
WH-1
SK-2
SK-2
SK-2
SK-1
MB-1
23/4" DCW
23/4" DHW
23/4" DCW
23/4" DHW81" DHW
401 1/2" DCW
13/4" DCW
13/4" DHW
23/4" DCW
BV
BV
SK-1
23/4" DHW
23/4" DCW
13/4" DCW
13/4" DHW
33/4" DHW
33/4" DCW
131" DCW
131" DHW
(TYP.)
21" DHW
141" DCW
21" DCW
21" DHW
WATER HAMMER
ARRESTOR
WH-1
BV
43/4" NPW
BV
BV
TMV-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
1.53/4" DCW
1.53/4" DHW
1.53/4" DCW
1.53/4" DHW
61 1/2" DCW
CIRCUIT SETTER
61 1/4" DCW
BV
BV
RPZ
BV
75.251 1/2" DCW
31.51 1/2" DHW
0.53/4" DCW
WC-1
WC-1
WC-1
WC-1
WC-1 WC-1
WC-1
EWC-1
(TYP.)
(TYP.)
21" DCW
21" DHW
21" DCW
21" DHW
BV
BV
3/4" DHWR
WH
200-01
DHWP
200-01
BV
361 1/2" NPW
SH-1
SH-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
HEATING HOT WATER
SYSTEM CONNECTION
BV
1.51/2" DCW
1.51/2" DHW
WS
200-01
CF
200-01
WT
200-02
WT
200-01
WATER HAMMER
ARRESTOR
SK-2
4.51" DCW
4.51" DHW
1.51 1/2" DHW
1.51 1/2" DHW
14.51 1/2" DCW
CV
KEY NOTES:
REFRIGERATION CONNECTION BOX FOR FUTURE USE.1
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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4429.0094429.009
200-P7.08200-P7.08
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TRAVIS ANDERSONTRAVIS ANDERSON
248248
NO SCALE
ENLARGED OFFICE WATER SUPPLY SCHEMATIC
1
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CLARIFICATION:
Bypass valve required.
Well Pump Pressure
Switch
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
29157
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
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.
1'
-
0
"
1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
PUMP
MIN.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
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4429.0094429.009
990-P5.02990-P5.02
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TRAVIS ANDERSONTRAVIS ANDERSON
287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
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CLARIFICATION: Valve
shown on isometric
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
30158
7/15/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #016 – Dryer Vent – R1
Dear Travis Anderson:
Per Cost Proposal Request 010, we are proposing the following:
• Supply and install 4” dryer vent, booster fan and vent cover as outlined in the CPR.
• Supply and install power receptacle located above the drop celling for the booster fan.
Our total price to perform the subject changed work is $4,852.38. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/25/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
31159
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 16
Price Breakdown
DRYER VENTDescription:
Supply and install a dryer vent and booster fan per CPR-010.
Description PriceQuantity Unit Unit Price
DRYER VENT, FAN AND DUCTING 1.00 LS $4,153.00 $4,153.00
BOOSTER FAN POWER 1.00 LS $360.84 $360.84
4,513.84Subtotal: 0.00 0.00 0.00 0.00 4,513.84 0.00
$112.85 2.50%$4,513.84Bonds & Insurance
$225.69 5.00%$4,513.84OH&P - Subcontractors
Total:$4,852.38
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
32160
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
33
16
1
7/8/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #017 – Structure 10 Piping Changes
Dear Travis Anderson:
Per Cost Proposal Request 008, we are proposing the following:
• Supply and install additional spool pieces and concentric expansion joints as outlined in CPR-008 Item 01.
• Does not include scope in Items 02 and 03. Valves are to remain and piping re-work is no longer needed.
Our total price to perform the subject changed work is $73,713.03. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
34162
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 17
Price Breakdown
STRUCTURE 10 PIPING CHANGES (CPR-008) R1Description:
Changes to process piping per CPR-008.
Description PriceQuantity Unit Unit Price
ADDITIONAL PIPING LABOR 128.00 MH $75.00 $9,600.00
18" x 1'-6 ½" FLXFL
18" STAINLESS BOLT AND FLANGE KITS
16" STAINLESS BOLT KITS
18" X 16" X 10" FILLED ARCH EXPANSION JOINTS
62,734.50Subtotal:9,600.00 0.00 53,134.50 0.00 0.00 0.00
$1,568.362.50%$62,734.50Bonds & Insurance
$9,410.1715.00%$62,734.50OH&P - Self Perform
Total:$73,713.03
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
35163
TERMS & CONDITIONS
ADDITIONAL COMMENTS
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. This quote conforms to AMERICAN, IRON & STEEL ACT (AIS), as amended.
11. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
12. Pricing will be held for 30 days.
13. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-04-23-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
SUB-TOTAL $ 31,350
$ 5,225 $ 31,350 Mercer FCR501 Expansion Joints, Filled Arch, AIS 18" x 16" x 10"
Item
No.Tag Description
1 CPR 008 6
Quantity Size
PREPARED BY:
2025-04-23-MT-1
April 23, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:AMES Nutrient Reduction - Add On Expansion Joints
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
Woodruff Construction TERMS:100% Net 30 Days
Attn: Zach Phillips
Ph: 641-352-0470 Fax:
E-Mail: zachp@woodruff.build
DELIVERY:
SUBMITTAL:
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
36164
April 22, 2025
Mellen & Associates
3404 South 11th Street
Council Bluffs, IA 51501
Ph: 712-322-9333
Attn.: Mike Toupin
Reference: Ames, Iowa
Dear Mike,
Thank you for choosing Mercer Rubber Co. This letter serves as a certificate that the products supplied
for the above-mentioned project will be produced at our Hauppauge, New York based facility using
American made steel components. All Mercer Rubber Co. products comply with AIS (American Iron
and Steel) as mandated in the Environmental Protection Agency’s State Revolving Fund Programs as
interpreted by the EPA.
Product supplied by Mercer Rubber Co.:
• FCR501FA-18x16x10 – Mercer Concentric Reducer 501. Single Filled Arch Butyl Expansion
joint w/ Hot Dip Galvanized Carbon Steel Backup Rings. Qty 6
If required, Mercer will provide additional supporting documentation once your order is fabricated. If
any of the above compliance statements change while providing material for this project, we will
notify you without delay. Please feel free to contact Mercer Rubber Co. should you have any further
questions or concerns.
Sincerely,
Bob Loverro
Chief Engineer
Cc: Raj Prime Mercer Rubber Co.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
37165
DWG No.
FORM NO. MS-1009-1.DWG
DATEDWNCHKD
SPLIT RETAINING RING
CARBON STEEL (PAINT OR PRIME)
HOT DIPPED GALVANIZED
DUCTILE IRON (POWDER COATED)
STAINLESS STEEL (TYPE )
FLANGES NOT RECOMMENDED,
AVANSTONE OR FLOATING STUB
(WELD NECK OR SLIP ON TYPE)
RIGID STEEL MATING FLANGE
STANDARD
DRILLING
SMALL
OF TOUGH, RUBBER-IMPREGNATED
DRILLING
LARGE
STANDARD
STYLE FCR501FA EXPANSION JOINT
HOOP RINGS
SOLID STEEL
EMBEDDED
FABRIC, OR TIRE CORD, OR STEEL
WIRE REINFORCEMENT
CARCASS MADE OF MULTIPLE PLIES
@ DWG. NO.
FAX 631-348-0279
Hauppauge, NY 11788
Info Mercer-Rubber.com
350 Rabro Drive
Tel 631-582-1524 MERCER NO.
DATE:
CUSTOMER P.O.
CUSTOMER
JOB NAME
KP
#:+#.
56;.'(%4(#%10%'064+%4'&7%'4&+/'05+105#..19#$.'/18'/'065CPF12'4#6+0)24'5574'5
%1/24'55+10
&+#1(
KP
*1.'5$1.6
5+&'
5/#..
.#4)'
5+&'
,1+06
KP
+&37#06+6;
&+#
$1.6%+4%.'(#%'
KP
KP
(.#0)' 611&
KP
(#%'
$1.6*1.'5
1(
+0*I
4#6+0)8#%77/
4#6'&
914-+0)24'5574'
RUK
KP
&'(.'%6+10
.#6'4#.#:+#.
':6'05+10
KP
5+&'
5+&'
.#4)'
5/#..
5+&'
5+&'
016'5
.#4)'
5/#..
250°F
250°F
350°F
210°F
400°F
Hypalon 225°F
EPDM w/Kevlar
Viton w/Kevlar
Nitrile (Buna N)
Viton
EPDM
Pure Gum
Neoprene
Chlorobutyl
Natural Rubber
250°F
225°F
225°F
225°F
Temperature
180°F
180°F
Rating
Self Extinguishing Neoprene
Food Grade Neoprene
Tube Cover
YES
HYPALON PAINT
NO
COATING OF
BY OTHERS
possibly angular motion. In this case the nuts of the control rods should
must be inserted between the rubber expansion joint and the valve body.
first. Rubber flanges will not retain loose elements in valve bodies that rely
on contact with a steel flange. In these applications, a steel spacer flange
Initial misalignment should be kept to a maximum of 1/8".
Expansion joint flanges must be in contact with a continuous surface, or a
maximum of 1/16" standard raised face. Depressions or protrusions typical
of vitaulic or similar type flanges must be covered with a steel spacer flange
be threaded tight to control rod gussets, thereby locking out control rods.
equal to the specified axial movement. The expansion joint will exert a
Expansion joints installed in unanchored piping or connected to isolated
equipment must have control rods. Once control rods are installed the
joint will no longer act as an expansion joint, since the pressure will
extend the joint into the nuts of the control rods. The joint will no longer
sides of the joint. In this case no control rods are necessary providing
piping movements are within allowables. If control rods are installed as
a safety measure, the locking nuts must be backed off with a clearance
Expansion joints installed in piping systems must be anchored on both
take up axial motion. It will make up for misalignment, transverse and
thrust force on the anchors. To calculate pressure thrust on anchors
use the following equation:
2 HOLE DRILLING (AS SHOWN ABOVE)
REDUCERS COME WITH STANDARD
24'5574'
6*4756
#4'#
KP
COMPRESSION SLEEVES
YES - MATERIAL NO
SUPPLIED BY MERCER RUBBER
GALVANIZED
STAINLESS STEEL
GUSSET
DUCTILE
GALVANIZED
STAINLESS STEEL
PSI RATED
CONTROL RODS (# ______)
NO - BY OTHERS, OR PIPE
YES - MERCER SUPPLIED
MUST BE ANCHORED
ZINC ELECTROPLATED
GALVANIZED
STAINLESS STEEL ________
SUPPLIED BY OTHERS
AND FLANGE HARDWARE
FILLED ARCH
EDGE
BEVELED
5/8"
TUBE
LEAKPROOF
SMOOTH
CARBON STEEL
Pressure Thrust = (Pressure Thrust Area) x (Rated Working Pressure)
( White Black)
( White Black)250°FFood Grade EPDM
RCL-250422-2
04/22/25 RCL-250422-2
X
7/16 7/16 70 30
**ALL STEEL COMPONENTS TO COMPLY WITH AIS REQUIREMENTS.
291
X
RCL 04/22/25
X
ASA150#
ASA150#
6 16 23 1/2 10 21 1/4 16 1 1/8 11/16182522 3/4 16 1 1/4
X
X
X
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
38166
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-008 - Str 10 Piping Changes\CPR-008 - Str 10 Piping Changes.docx
COST PROPOSAL REQUEST NO.: 008
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 10-M1.01
008-01 The proposed plug valves on the discharge of each raw pump have lay lengths of 42 inches. The existing
valves have been field verified by the Contractor to have a lay length of 30 inches. To accommodate
the longer lay length of the proposed plug valve, the following changes are needed as shown on the
attached Drawing 10-M1.01:
• Remove existing spool pieces and reducer on the discharge of each pump.
• Replace the existing expansion joint with a new 10” x 16” concentric reducing expansion
joint on each pump discharge.
• Add a spool piece length as needed, adjacent to the expansion joint, on discharge side of
raw wastewater pumps.
008-02 Remove and replace existing pipe spools adjacent to the 30-inch gate valves MOV-10-01 and MOV-
10-02 to accommodate the longer lay length of the new valve as noted in the attached Drawing 10-
M1.01. Alternatively, if the specified gate valve is used, add new flange fillers to accommodate MOV-
10-01 and MOV-10-02.
008-03 Add new flange filler to accommodate new 20-inch gate valve MOV-10-03, which has a shorter lay
length than the existing valve. Contractor shall verify thickness of filler flange needed and lay length
of proposed gate valve.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
39167
SAI: Add flange filler.
SAI: Replace pipe spool (typ.
of 2). Alternatively, provide
flange fillers (typ. of 2).
SAI: Replace existing expansion joint with
10" x 16" concentric expansion joint and
spool piece as needed to create lay length
required for new plug valves (typ. of 6).
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
40168
6/13/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #018 - CPR 009 + RFI ELECTRICAL CHANGES – R1
Dear Travis Anderson:
Per Cost Proposal Request 009 and the responses to RFIs 79 and 88, we are proposing the following:
• Make changes to conduit and wiring as outlined in the CPR and RFI responses.
• Credit controls and control wiring as outlined in the CPR.
Our total price to perform the subject changed work is $6,733.33. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 5/29/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
41169
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 18
Price Breakdown
CPR 009 + RFI ELECTRICAL CHANGESDescription:
Electrical changes per CPR 009 and the responses to RFIs 79 and 88
Description PriceQuantity Unit Unit Price
CPR 009, RFI 79 + RFI 88 ADDED CONDUIT AND WIRING
CPR 009 CONTROLS CREDIT
CREDIT DRYER VENT ELECTRICAL - INCLUDED IN PCO 16
6,263.47Subtotal:0.00 0.00 0.00 0.00 6,263.47 0.00
$156.592.50%$6,263.47Bonds & Insurance
$313.175.00%$6,263.47OH&P - Subcontractors
Total:$6,733.23
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
42170
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
43
17
1
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
44
17
2
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
45
17
3
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
46
17
4
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
47
17
5
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
48
17
6
5/29/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #019 – Grit Collector Walkway Reinforcing
Dear Travis Anderson:
Per the response to RFI 094, we are proposing the following:
• Supply and install reinforcing for the Grit Collector Walkway as outlined in the RFI response.
Our total price to perform the subject changed work is $1,818.85. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 6/12/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
49177
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # ICO 15
Price Breakdown
RFI 94 GRIT COLLECTOR WALKWAYDescription:
Supply and install concrete reinforcing for the Grit Collector Walkway per RFI 94.
Description PriceQuantity Unit Unit Price
DRILL AND EPOXY LABOR 3.00 hr $80.00 $240.00
EPOXY MATERIAL 4.00 ea $85.00 $340.00
CONCRETE REINFORCING 1.00 LS $1,058.00 $1,058.00
1,638.00Subtotal: 240.00 0.00 340.00 0.00 1,058.00 0.00
$40.95 2.50%$1,638.00Bonds & Insurance
$52.90 5.00%$1,058.00OH&P - Subcontractors
$87.00 15.00%$580.00OH&P - Self Perform
Total:$1,818.85
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
50178
CHANGE ORDER
Nucor Rebar Fabrication Midwest LLC Change Order No.:
CO-0003
FP - WWTP Nutrient Reduction Ames
Job Description:
00524182
Job No.:
Woodruff Construction Company
Email: woodconap@woodruff.build
Bid Item No.:
001
W10742
Revised C/O Date:
05/28/25
Sell To:
Rev No. 1
Original C/O Date:
05/05/25
Change Order Description:
ADD GRIT WALKWAY RFI094
Description Type Quantity Line Amount
1ADD GRIT WALKWAY RFI094 $1,058.00LSAdd
CHANGE DESCRIPTION: ADD - gRIT WALKWAY RFI094
AUTHORIZED BY: JOEL GUTHRIE
CONTRACTOR CONTACT INFO: Joel Guthrie <joelg@woodruff.build> (515-735-2465)
NRF RELEASE # 9008XB & 9009XA
ADDITIONAL FREIGHT LOAD(S):1
ADDITIONAL WEIGHT (LBS): 381
ADDITIONAL DETAILING: 1 HOUR
ADDITIONAL PLACING:381 LBS
REMARKS: "The purpose of this change order is to capture the additional
bar for grit walkway per RFI-094 recieved 5-1-2025. Change order 003 for 381
lbs black bar, 30 L.F.-1 1/2" slab bolster capped, 191 lbs placing, 1 freight
charge and 1 hour detailing work.
**Change orders / pricing requests will need to be approved before the release
of material for fabrication/delivery. Pricing is valid for 10 days from the
email date. Nucor Rebar Fabrication reserves the right to adjust this pricing
if material is not shipped within a reasonable time frame.**
$1,058.00Total:
Addition To Contract
Date:
Name:
(Please Print)
Bill AtcherIssued By:
(Signature)
Accepted By:
Customer Copy1401 N. 15th Ave. E., Newton, IA 50208, USA T. 641-792-7142 F. 641-792-2820
Nucor Rebar Fabrication Midwest LLC
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
51179
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 094
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/28/2025
Owner: City of Ames Date Required: 5/01/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3'
- 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation
62.25'.
Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into
the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar
spacing.
We will also need to know what rebar will need to be in the slab itself as well.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
5/01/2025
5/01/2025Jack
Karnes
JRK
SAI: Yes, this is an acceptable solution. See the detail attached on the last page.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
52180
HEADCELL
TANK
HEADCELL
TANK
B-1
1
20
-
A
S
3
.
0
1
2
20
-
A
S
3
.
0
1
1
20-AS3.02
2
20
-
A
S
3
.
0
2
1
20-AS3.03
1
20
-
A
S
3
.
0
4
2
20-AS3.04
3
20-AS3.04
4
20-AS3.04
5
20
-
A
S
3
.
0
4
(TYP.)
8' - 0"
RE
M
O
V
E
A
B
L
E
R
A
I
L
I
N
G
9'
-
0
"
2001G2001G
2001J2001J
21
8
7
10 (TYP.)
14
14
8
3
MONORAIL 12
13 (TYP.)
9 (TYP.)7
8
2001L2001L
8
8
4
44' - 11 15/16"
4' - 0"18' - 4"20T@11"=
21R@6.71"= 11'-9"
11
'
-
3
"
3'
-
4
"
8'
-
4
"
51
'
-
2
"
6'
-
7
"
3'
-
4
"
3'
-
1
0
"
9 1/4"
23' - 2"43' - 10"
3' - 6"
20T@11"=
21R@6.86"= 12' - 0"
13
'
-
1
1
"
36
'
-
1
"
3' - 0"11' - 0"
26
'
-
0
1
/
2
"
4'
-
0
"
31
'
-
1
"
15
'
-
2
1
/
8
"
14
'
-
1
0
7
/
8
"
50
'
-
0
"
2' - 0"
5
6
EL. 63.25
4"
4"
1
5
2
EL. 63.14
EL. 63.14
15 (TYP. OF 3)
20-AS5.02
A
ELECTRICAL
ROOM
2002
CHANNEL
AND GRIT
WASHER
ROOM
2003
EL 51.50
EL 51.50
EL 51.50
EL 63.25
EL 63.25
EL 63.25EL 63.25
1' - 0"
EL. 63.25
LANDING EL 63.25
TW 51.25
3
'
-
0
'
'
TR
E
A
D
S
(M
I
N
.
)
C-3
9"8' - 4"9"1' - 9"6' - 4"1' - 9"
7
21
10
TW 63.25
TW 63.257
21
1'
-
4
"
1'
-
4
"
EL 63.25
21
TW 63.25
EL 63.25
EL 63.25
7
10
3
20
22
DOWN
21
23 C-1
C-2
23
19 (TYP.)
17
TR
E
A
D
S
3'
-
8
"
21R @ 6.86'' = 12'-0''
20T @ 11'' = 18' - 3"5' - 2"4"18' - 4"
11
11
LANDING
EL 63.25
2 B-3
2 B-1
2 B-3
25 18
TW 63.25
14
3' - 4"
16
26
14
TW 51.25
5' - 0"
TR
E
A
D
S
3'
-
8
"
24 (TYP.)
24 (TYP.)
1.
GENERAL NOTES:
SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES
ON 990-AS6.04
KEY NOTES:
INSULATED METAL PANEL
BEAM PER DETAIL
SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD
16"x16" DUCT OPENING
PROVIDE 8" BEAM BEARING
ALUMINUM STAIRS
EMBEDDED PLANKING SUPPORTS SIMILAR TO
SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO
ALUMINUM PLANKING SUPPORTS AT GATE
PROVIDE ODOR CONTROL GASKET AT GATE PER
UNPUNCHED ALUMINUM PLANKING SIMILAR TO
STAIR LANDING PER
S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE
CAPACITY ON . PROVIDE HOIST AND TROLLEY AS
SPECIFIED.
MONORAIL SUPPORT FROM ROOF STRUCTURE PER
C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4"
CLP ANGLE CONNECTION AT PERPENDICULAR END.
PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM
WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION
BOLTS AT EACH END.
PICK POINT PER IN ELEVATED
SLAB TO LIFT EQUIPMENT BELOW.
ALUMINUM STAIRS AND LANDING SIMILAR TO
CONCRETE LANDING
STAIR OPENING
3-3-6 PRECAST WALL PANEL
12'' CMU
TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD
STRINGER MOUNTED ALUMINUM RAILING WITH
HANDRAIL
FLOOR DRAIN
CONCRETE EQUIPMENT BASE
WALL MOUNTED HANDRAIL
1
D
990-AS5.05
D
20-AS5.01
A
990-AS5.04
A
20-AS5.01
H
990-AS5.04
H
990-AS5.04
J
990-AS5.04
H
990-AS5.03
E
990-AS5.03
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
A
20-AS5.01
H
990-AS5.04 L
990-AS5.01
3
20-AS5.02
A
990-AS5.04
A
990-AS5.04
17
18
19
20
21
22
23
24
25
G
990-AS5.02
E
990-AS5.04
C
990-AS5.04
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
.
N
O
.
RE
V
I
S
I
O
N
S
RE
V
I
S
I
O
N
S
DA
T
E
:
D
A
T
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:
C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM
4429.0094429.009
20-AS1.0320-AS1.03
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TRAVIS ANDERSONTRAVIS ANDERSON
8282
UPPER LEVEL PLAN
0 1' 2' 4'8'N
11
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E/990-AS5.03 RFI 65
??
??
Epoxy 90 degree bent
rebar into wall.
What rebar is to be
installed in the slab?
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
53181
12" PRECAST
CONCRETE PLANK
#6@12"#7@12"
DOWELS
#5@12"
DOWELS
#6@12"
#7@6"
DOWELS
LA
P
1'
-
9
"
LA
P
1'
-
9
"
#5@12"#5@12"
#4@8"
#7@12"
#4@8"#7@12"
#5@12"
DOWELS
#7@12"
3
4
1
#3@8"
STIRRUPS
1'-2" W x 1'-8"
D BEAM
(TYP OF 2)
6"x6" CHAMFER
4
1
7
3
5
9
1 3/4"
2
#4@8"
LA
P
1'
-
6
"
6
3
3-3-6 PRECAST
WALL PANEL (TYP.)
LA
P
2'
-
1
1
"
1'
-
2
"
LA
P
2'
-
1
1
"
1'
-
2
"
(TYP.)
1' - 0"
8"
2'
-
4
"
EL. 54.00
EL. 47.50
8"
#4@8" DOWEL
T/ SLAB
EL. 38.42
EL. 59.25
12 (TYP.)
EL. 63.25
LAP
1' - 6"
EL. 48.51
EL. 78.00
PLANK BRG.
EL. 63.25
T/ SLAB
FLOOR
11
CL
R
.
3"
APPOXIMATE
EXCAVATION
LIMITS
CL
R
.
3"
102~#7
3~#7
8
2
3'
-
0
"
9
EL. 56.17
T.O PRECAST WALL
EL. 83.50
14
14
#5@12"
DOWELS (TYP.)
LA
P
(
T
Y
P
.
)
1'
-
9
"
#4@8"
#7@12"#6@12"
3 3
2
4
1
#5@12"
(TYP.)
8"
3 EL. 38.42
EL. 54.00
EL. 56.00
EL. 63.25
(TYP.)
1' - 0"
1'
-
2
"
LAP (TYP.)
1' - 6"
10
12 (TYP)
4
1.
GENERAL NOTES:
FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE
DRAWING 990-AS6.04
KEY NOTES:
12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC
CRUSHED STONE FILL
ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC
WATERSTOP
#4@8" THREADED DOWEL BAR REPLACEMENTS
#6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL
WITH 6" EMBEDMENT
CONTINUE #8 HORIZONTAL BARS ABOVE OPENING.
PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE
HEAD CELLS IN PLACE OF VERTICAL BARS.
FLOWABLE FILL
TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL
BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED.
4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS
REQUIREMENTS.
ALUMINUM PLANKING SIMILAR TO
2'' BOARD INSULATION
ALUMINUM RAILING
CONCRETE FILL PER MANUFACTURES REQUIREMENTS
INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND
CONCRETE CONE TO FACILITATE GRIT TOWARD
COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER
AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP
WITH MANUFACTURER.
1
2
3
4
5
6
7
8
9
10
11
12
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990-AS5.04
A
990-AS5.04
13
14
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:17 AM9/9/2024 9:20:17 AM
4429.0094429.009
20-AS3.0220-AS3.02
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TRAVIS ANDERSONTRAVIS ANDERSON
8989
0 1' 2' 4'8'
0 1' 2' 4'8'
20-AS3.02
1SECTION
20-AS3.02
2SECTION
11
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RFI 2
4' 1/8"
What rebar is to be
installed in the slab?
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
54182
SAI; PROPOSED
DETAIL
2"
C
L
R
.
EL. 63.25
wall that has already
been poured.
#5@12"
#5@12"x3'-4" LONG, BENT
ADHESIVE ANCHOR DOWELS,
EMBED 6"
MIN. (TYP.)
3 1/8"
1' 2"
1' 4"
1'
1' 4"
3' 10"
PROVIDE #5@12"x2'-0" LONG
DRILLED ADHESIVE
ANCHOR DOWEL, EMBED 4",
EACH END OF WALKWAY
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
55183
6/23/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #020 – Structure 20 Coiling Door Add – R1
Dear Travis Anderson:
Per prior conversations with Plant Superintendent Tyler Ver Meer, we are proposing the following:
• Eliminate the planned 3” IMP located at the mezzanine level of Structure 20.
• Install an overhead coiling door matching the same specs as the door scheduled for the first level. This door
would be hand chain operated vs motor operated.
• Provide and install (4) post bases for removable railing supplied by the owner.
Our total price to perform the subject changed work is $6,611.25. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 6/27/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
56184
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 20
Price Breakdown
ADD OVERHEAD DOOR - STRUCTURE 20Description:
Eliminate removable insulated panels and trim located on the mezzanine level of Structure 20 and replace with a coiling door.
Provide and install posts brackets for owner supplied removable railing.
Description PriceQuantity Unit Unit Price
CREDIT REMOVABLE IMP LABOR
CREDIT REMOVABLE IMP MATERIAL
OVERHEAD COILING DOOR - CHAIN OPERATED
CREDIT IMP STEEL ANGLES
(4) ALUMINUM POST BRACKETS
6,150.00Subtotal:-1,040.00 0.00 -8,050.00 0.00 15,240.00 0.00
$153.752.50%$6,150.00Bonds and Insurance
$307.505.00%$6,150.00OH&P - Subcontractors
Total:$6,611.25
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
57185
CHANGE ORDER REQUEST
M
WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF
501 GREENFIELD DR 56797 280TH ST
TIFFIN, IA 52340 AMES IA 50010
FAX # PH # 319-545-2410
DATE : 07-18-2025 PROJECT MANAGER : JH EST CR
YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 6
WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS :
CREDIT-
PICK-UP FROM SITE, STAINLESS STEEL ANGLES @ IMP KNOCK OUT SYSTEM,
@ STRUCTURE 20
CREDIT ($1,000.00) WITH NO SALES TAX INCLUDED
THANK YOU
BEN BREUER
WE AWAIT YOUR CHANGE ORDER TO PROCEED
CC: JOE HARTL
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
58186
CHANGE ORDER REQUEST
M
WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF
501 GREENFIELD DR 56797 280TH ST
TIFFIN, IA 52340 AMES IA 50010
FAX # PH # 319-545-2410
DATE : 07-18-2025 PROJECT MANAGER : JH EST CR
YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 7
WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS :
REF PCO 202
PROVIDING (4) REMOVABLE ALUMINUM POST BRACKETS WITH EPOXY ANCHORS
OUR PRICE IS $450.00 WITH DELIVERY AND NO SALES TAX
THANK YOU
BEN BREUER
WE AWAIT YOUR CHANGE ORDER TO PROCEED
CC: JOE HARTL
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
59187
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
60
18
8
HEADCELL
TANK
HEADCELL
TANK
B-1
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20-AS3.04
3
20-AS3.04
4
20-AS3.04
5
20
-
A
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4
(TYP.)
8' - 0"
RE
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-
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2001G2001G
2001J2001J
21
8
7
10 (TYP.)
14
14
8
3
MONORAIL 12
13 (TYP.)
9 (TYP.)7
8
2001L2001L
8
8
4
44' - 11 15/16"
4' - 0"18' - 4"20T@11"=
21R@6.71"= 11'-9"
11
'
-
3
"
3'
-
4
"
8'
-
4
"
51
'
-
2
"
6'
-
7
"
3'
-
4
"
3'
-
1
0
"
9 1/4"
23' - 2"43' - 10"
3' - 6"
20T@11"=
21R@6.86"= 12' - 0"
13
'
-
1
1
"
36
'
-
1
"
3' - 0"11' - 0"
26
'
-
0
1
/
2
"
4'
-
0
"
31
'
-
1
"
15
'
-
2
1
/
8
"
14
'
-
1
0
7
/
8
"
50
'
-
0
"
2' - 0"
5
6
EL. 63.25
4"
4"
1
5
2
EL. 63.14
EL. 63.14
15 (TYP. OF 3)
20-AS5.02
A
ELECTRICAL
ROOM
2002
CHANNEL
AND GRIT
WASHER
ROOM
2003
EL 51.50
EL 51.50
EL 51.50
EL 63.25
EL 63.25
EL 63.25EL 63.25
1' - 0"
EL. 63.25
LANDING EL 63.25
TW 51.25
3
'
-
0
'
'
TR
E
A
D
S
(M
I
N
.
)
C-3
9"8' - 4"9"1' - 9"6' - 4"1' - 9"
7
21
10
TW 63.25
TW 63.257
21
1'
-
4
"
1'
-
4
"
EL 63.25
21
TW 63.25
EL 63.25
EL 63.25
7
10
3
20
22
DOWN
21
23 C-1
C-2
23
19 (TYP.)
17
TR
E
A
D
S
3'
-
8
"
21R @ 6.86'' = 12'-0''
20T @ 11'' = 18' - 3"5' - 2"4"18' - 4"
11
11
LANDING
EL 63.25
2 B-3
2 B-1
2 B-3
25 18
TW 63.25
14
3' - 4"
16
26
14
TW 51.25
5' - 0"
TR
E
A
D
S
3'
-
8
"
24 (TYP.)
24 (TYP.)
1.
GENERAL NOTES:
SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES
ON 990-AS6.04
KEY NOTES:
INSULATED METAL PANEL
BEAM PER DETAIL
SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD
16"x16" DUCT OPENING
PROVIDE 8" BEAM BEARING
ALUMINUM STAIRS
EMBEDDED PLANKING SUPPORTS SIMILAR TO
SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO
ALUMINUM PLANKING SUPPORTS AT GATE
PROVIDE ODOR CONTROL GASKET AT GATE PER
UNPUNCHED ALUMINUM PLANKING SIMILAR TO
STAIR LANDING PER
S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE
CAPACITY ON . PROVIDE HOIST AND TROLLEY AS
SPECIFIED.
MONORAIL SUPPORT FROM ROOF STRUCTURE PER
C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4"
CLP ANGLE CONNECTION AT PERPENDICULAR END.
PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM
WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION
BOLTS AT EACH END.
PICK POINT PER IN ELEVATED
SLAB TO LIFT EQUIPMENT BELOW.
ALUMINUM STAIRS AND LANDING SIMILAR TO
CONCRETE LANDING
STAIR OPENING
3-3-6 PRECAST WALL PANEL
12'' CMU
TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD
STRINGER MOUNTED ALUMINUM RAILING WITH
HANDRAIL
FLOOR DRAIN
CONCRETE EQUIPMENT BASE
WALL MOUNTED HANDRAIL
1
D
990-AS5.05
D
20-AS5.01
A
990-AS5.04
A
20-AS5.01
H
990-AS5.04
H
990-AS5.04
J
990-AS5.04
H
990-AS5.03
E
990-AS5.03
2
3
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8
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A
20-AS5.01
H
990-AS5.04 L
990-AS5.01
3
20-AS5.02
A
990-AS5.04
A
990-AS5.04
17
18
19
20
21
22
23
24
25
G
990-AS5.02
E
990-AS5.04
C
990-AS5.04
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM
4429.0094429.009
20-AS1.0320-AS1.03
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
61189
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GENERAL NOTES:
SEE GENERAL NOTES ON 990-AS6.04
KEY NOTES:
#4@8" DOWELS WITH THREADED DOWEL BAR
REPLACEMENTS.
4000 PSI CONCRETE FILL AS REQUIRED PER
EQUIPMENT MFRS.
1
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3.
NOTES
PROVIDE CONTINUOUS BACKER ROD AND CAULK AT EDGE
OF IMP WALL
PROVIDE CONTINUOUS SEAL PER MANUFACTURER'S
DETAILS AND SPECIFICATION.
ALL EXTERIOR EXPOSED SURFACES SHALL BE PAINTED W/
KYNAR 500 OVER CORROSION RESISTANT PRIMER AND
ALL SS HARDWARE SHALL HAVE A CORROSION
RESISTANT COATING
A S S O C I A T E S ®
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4429.0094429.009
20-AS5.0120-AS5.01
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9292
NO SCALE20-AS5.01
A BEAM DETAILS
NO SCALE20-AS5.01
B COLUMN DETAILS
20-AS5.01
C DETAILED INTERMEDIATE LEVEL PLAN
0 1' 2' 4'8'20-AS5.01
D PANEL (IMP) WALL SECTION
TYPICAL INSULATED METAL
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slope concrete to exterior
for drainage at 1/4" per
foot.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
62190
RUN LANDING
CONTINUOUS STRINGER WITH
FULL PENETRATION WELDS
1 1/2"X11" CONCRETE FILLED
METAL PAN STAIR TREAD WITH
3/8" RADIUS NOSING
1/4"X10" STEEL PLATE STRINGER
CONCRETE FILLED METAL
DECK STAIR LANDING
3X3X1/4X3" LONG ANGLE
WELDED TO BASE OF STRINGER
WITH 5/8" DIA. EXPANSION
ANCHORS EMBEDDED 6" INTO
CONCRETE
R
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1" NOSE
21
"
21
"
42
"
12"
60" (MAX.)
48" (TYP.)12"
4"
1/
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M
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TOE KICK
SIDE MOUNT
WALKING SURFACE
B
200-AS5.07 (TYP.)
RAILING A
990-AS5.04
REMOVABLE
GUARDRAIL POST
POUR STOP
1/4"X4" TOE KICK
CONCRETE TOPPING
CAP PLATE
1/4" MAX.
SOLID CONCRETE BLOCK
OVERSIZED SLEEVE
INSERT
SEE PLAN
STAIR STRINGER
2"X2"X1/4" GRATING SUPPORT ANGLE
COPE TOP OF CHANNEL WHERE
GRATING PASSES OVER TOP
2"X2"X1/4" CONT. ANGLE
3/16 2-12
3/16 2-12
A S S O C I A T E S ®
SHEETSHEET
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4429.0094429.009
200-AS5.07200-AS5.07
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223223
NO SCALE200-AS5.07
A CONCRETE FILLED METAL PAN STAIR
NO SCALE200-AS5.07
D REMOVABLE GUARDRAIL
NO SCALE200-AS5.07
B GUARDRAIL SIDE MOUNT
200-AS5.07
C STAIR STRINGER COPING
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from shop drawing
submittal
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
63191
7/28/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #021 – Admin Building Electrical and Casework Changes – R1
Dear Travis Anderson:
Per CPRs 011, 014, 015 and additional conversations with the City, we are proposing the following:
• Add power per CPR 015 for an owner supplied fan.
• Add power per CPR 014 for AC-20-01 and AD-200-01.
• Remove Reception countertop per CPR 011.
• Upgrade Copy Room tops to solid surface per owner request.
• Make changes to power and data locations per the attached mark-up of CPR 011. Mark-ups made are per
conversations with the City.
Our total price to perform the subject changed work is $8,045.87. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 8/11/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
64192
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 21
Price Breakdown
ADMIN BLDG ELECTRICAL + CASEWORK CHANGESDescription:
Changes to power and data at the Admin Building per CPRs 011 , 014 and 015.
Changes to the reception and copy area casework per CPR 011.
Description PriceQuantity Unit Unit Price
CPR-015 - OWNER SUPPLIED FAN ELECTRICAL
CPR-014 - COMPRESSOR AND DRYER ELECTRICAL
CPR-011 - POWER AND DATA FOR FURNITURE
CREDIT RECEPTION COUNTER LABOR
CREDIT RECEPTION COUNTER MATERIAL
UPGRADE COPY ROOM TOPS TO SOLID SURFACE
7,484.53Subtotal:-560.00 0.00 0.00 0.00 8,044.53 0.00
$187.112.50%$7,484.53Bonds & Insurance
$374.235.00%$7,484.53OH&P - Subcontractors
Total:$8,045.87
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
65193
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
66
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
67
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
68
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6
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
69
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7
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
70
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
71
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
72
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0
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
73
20
1
428 Central Avenue, Fort Dodge, IA 50501
Phone: 515-573-2021
Email: Sales@fwpia.com
Revised Request for Change (CO #2)
MAY 14, 2025
From:
B.A.K MFG dba Fletcher Wood Products
428 Central Avenue
Fort Dodge, IA 50501
To:
Woodruff Construction
Project:
Ames Nutrient Reduction Modifications – Phase 1
Change Request: Change the countertop in copy room from laminate to solid surface
10” Wall cap in copy room to be solid surface
Delete the 2 SSM window sills in Lab
Delete the 3 laminate sills on second floor
Total Change Order: Add $ 1,525 without tax
Respectfully Submitted by:
Bruce K. Gast
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
74202
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx
COST PROPOSAL REQUEST NO.: 015
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception
fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch.
Coordinate location with OWNER in Room 20004.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
75203
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 3, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx
COST PROPOSAL REQUEST NO.: 0014
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200-
01 from this breaker. Provide a non-fusible disconnect at the unit
009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
76204
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx
COST PROPOSAL REQUEST NO.: 011
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-AS4.08
011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached
revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER.
Drawing 200-E1.03
011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the
electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached
for reference.
011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath
the window and above the OWNER-provided desk.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
77205
SAI: Remove knee wall, steel plate supports,
countertop support brackets, and countertop.
Furniture will be provided by Owner.
WCC: Copy Room tops were
upgraded to Solid Surface. Traded for
material deduct on reception desk.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
78206
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WCC: Box already in wall under
desk. Provide whip into owner
furniture.
SAI: Move gang box
and Key Note 19.
SAI: Remove this
receptacle.
SAI: Move this
receptacle south near
corner to avoid desk.
SAI: Remove this
receptacle.
SAI: Remove
this receptacle.
SAI: Change to
fourplex receptacle.
SAI: Change to
duplex receptacle.
SAI: Change to
fourplex receptacle.
SAI: Change to
duplex receptacle.
SAI: Remove
these receptacles.
SAI: Move this
receptacle under desk.
SAI: Remove
this receptacle.
SAI: Add fourplex
receptacles.
SAI: Remove
this receptacle.
SAI: This will be a
hardwired connection
to power panel on
Owner-provided
furniture.
WCC: Add data this
location as well
WCC: Add data this
location as well
WCC: Add power and
data at location circled in
blue. Other receptacles
not needed.
WCC: Wall and rough was installed
already. This was demolished prior
to drywall based on furniture plans.
WCC: Comments and mark-ups
in blue are based on site review
with Tyler Ver Meer, Woodruff
and VME on 6/18/25.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
79207
RE
F
.
REF.
RNG.
REF.
D
W
RACK RACK
TV
TV
4995BLR Closed Base for 4994 2
MR-611H Magnuson Group Mega Rak 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
2012 Single Coat Hook 2
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
KEY 104E
LIBRARY
20007
LOCATION TBD
VESTIBULE
20001
RESTROOM
20024
SHOWER
20019
JANITOR
CLOSET
20023
CORRIDOR
20003
KEY 107E
TRIPLE TRAYLETTER WALL RACK
BIG & TALLIGNITION CHAIR
BIG & TALLIGNITION CHAIR
CONFERENCE/
TRAINING
ROOM
20015
BIG & TALLIGNITION CHAIR
KEYSFR305 - FR310
MAINTENANCE
OFFICE
20011
WOMENS
LOCKER
ROOM
20017
STAIR
20026
RESTROOM
20025
OFFICE
20022
NUCLEUS CHAIRW/ FABRIC SEAT
GARAGE
20031
KEY 115E
OFFICE
20006
OFFICE
20008
MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA
KEY 112E KEY 109E
KEY 119E
KEY 114E
TABLE & CHAIR
STORAGE
20015A
KEY 110E
KEY 113E
KEY 111E
KEY 105E
KEY 101E
KEY 104E
COPY/WORK
ROOM
20005
SHOWER
20018
BREAK
ROOM
20013
KEY 114E
RECEPTION
20004
LAB
20010
IDEAL POWERLOCATION
LAUNDRY
20020
KEY 117E
MUD ROOM
20012
STORAGE
20029
KEY 106E
STORAGE
20027
BIG & TALLIGNITION CHAIR
LOBBY
20002
KEY 102E
IT CLOSET
20014
PARTS/TOOL
STORAGE
20028
TRIPLE TRAYLETTER WALL RACK
KEY 116E
CONTROL
ROOM
20009
FIRST AID/
LACATION/
SLEEP
20021
KEY 103E
KEY 118ESHOP
20030
KEY 108E
MENS
LOCKER
ROOM
20016
COAT HOOKS
25D X 72W
4'x6' MARKERBOARD
3'x
3
'
M
A
R
K
E
R
B
O
A
R
D
42" AFF
60" AFF
3'x4' MARKERBOARD
FI
S
H
T
AN
K
4'x6' MARKERBOARD
60" AFF
SEATING & MARKERBOARD ONLY
EXISTING SHELVING
MOBILE COAT RACK
42" AFF
4'x6' BULLETIN BOARD
12 CHAIRS WITHOUT ARMS
BU
L
L
E
T
I
N
B
O
A
R
D
4'x
6
'
4'x6' BULLETIN BOARD
CE
N
T
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B
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T
W
E
E
N
W
I
N
D
O
W
S
4'x6' MARKERBOARD
COAT HOOK60" AFF
60" AFF
3'x
4
'
M
A
R
K
E
R
B
O
A
R
D
COAT HOOK
60" AFF
EXISTING SHELVING
EXISTING SHELVING
36 CHAIRS WITH ARMS
4'x
8
'
M
A
R
K
E
R
B
O
A
R
D
COAT HOOK
4'x6' MARKERBOARD
3'x
4
'
M
A
R
K
E
R
B
O
A
R
D
COAT HOOK
0' -10"
1' -7-1/4"
1'
1'
1'
3' -
9
-
1
/
4
"
1'
1' -11-1/4"
0'
-
9
-
1
/
2
"
0'
-
1
0
-
3
/
4
"
0'
-
9
-
1
/
2
"
1'
3' -10"
7'
-
1
0
"
3' -10"
1' -7-1/2"
SE
H
X
7
8
9
0
-
4
2
7
2
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C
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2
4
3
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H
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3
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5
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30/48
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36/42
30
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1
30
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30
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8
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6
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4
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To
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18
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6
6
18
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6
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6
4
30
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0
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24
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4
2
30
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7
2
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0
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24
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3
0
4
30
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2
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0
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36/5
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P
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n
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30
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35
W
HS
D
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3
0
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Ga
n
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35
W
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t
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t
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Ga
n
g
35
W
28/70
5f
t
24/30
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t
24
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n
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2012
1f
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n
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4
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t
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8
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0
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30
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3
0
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BB
F
30
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6
5
MP
4
8
4
30
/
2
7
H37-1/8-N
18
x
2
4
x
6
6
FEP
FEP
65E-F
1f
t
Ga
n
g
FF
FEP
Ga
n
g
36
/
3
1f
t
MP
4
8
4
48/42
Ga
n
g
CD
P
A
_
R
CD
P
A
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R
Ga
n
g
1f
t
5f
t
WB
K
18
x
4
2
x
6
4
3172BL
24
x
3
6
x
2
9
FEP
Ga
n
g
24
x
3
6
x
6
6
1f
t
1f
t
5f
t
CD
P
A
_
L
5f
t
WB
K
5f
t
72
/
4
8
/
2
4
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3
0
FEP
5f
t
5f
t
30
/
3
0
HA
T
B
-
2
S
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T
FEP
BBF
MP
3
0
4
65
T
Ga
n
g
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BB
F
30
/
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2
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3
0
H
30
/
7
2
/
3
0
H
SL
FB
22
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4
8
F
1f
t
30
/
7
2
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3
0
H
30
/
7
2
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3
0
H
1f
t
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65E-F
MP
3
0
4
BB
F
36/42
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t
HS
D
G
MR-611H
5f
t
BB
F
30
/
7
2
/
3
0
H
30
/
4
8
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48
Ga
n
g
PU
L
L
65E-F
30
/
7
2
/
3
0
H
48/65
Ga
n
g
30
/
7
2
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3
0
H
1f
t
30
/
7
2
/
3
0
H
2012
SL3029F
FEP
HF23B
36/5
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HF23C
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48/65
CD
P
A
_
L
30
/
7
2
/
3
0
H
1f
t
1f
t
BB
F
CM
P
6
0
1
4
5f
t
Ga
n
g
30/48
5f
t
30
/
2
4
49
9
4
Ga
n
g
72
/
4
8
/
2
4
/
3
0
5f
t
30
/
4
8
FEP
30
/
6
5
30
/
7
2
/
3
0
H
36
/
5
MP
4
8
4
Ga
n
g
48
5f
t
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K
1f
t
FF
30/72
65
E
-
F
WB
K
35
W
49
9
4
2012
1f
t
30/60
HATB-3S-T
5f
t
30
/
7
2
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3
0
H
35
W
30
/
7
2
/
3
0
H
18
x
3
6
x
6
4
FEP
30/48
H37-1/8-N
30
/
6
0
20X28
FEP
48
3172BL
Ga
n
g
MP
4
8
4
HATB-2S-T
36/5
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t
65E-F
HS
D
G
BB
F
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Ga
n
g
24
x
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6
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2
9
36/5
Ga
n
g
30
/
7
2
/
3
0
H
48
30
/
7
2
30
/
6
5
60
H37-1/8-N
Ga
n
g
30
/
7
2
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3
0
H
24
x
3
6
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2
9
65
E
-
F
24/30
30
/
4
8
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5f
t
30
/
3
0
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3
0
2
9
F
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30
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0
H
5f
t
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P
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A
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A
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G
1
HMG
1
HMG1
HMG
1
HMG1
HM
G
1
HMG
1
HMG1
HM
G
1
HMG1
HMG
1
HM
G
1
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HI
G
S
6
HI
G
S
6
HI
G
S
6
HIGS6
HI
G
S
6
HIGS6
HI
G
S
6
HIGS6
HI
G
S
6
HIGS6
KB
KB
HNR1
HI
W
M
M
HI
W
M
M
HI
W
M
B
T
HIWMM
HI
W
M
M
HIWM
B
T
HIWM
M
HIWM
B
T
HI
W
M
M
HIWMMHIWMM
HIWM
B
T
HIWM
M
HIWMM
HI
W
M
M
HI
W
M
M
HIWM
M
HIW
M
M
HIWM
M
HMG5HMG5 HMG5HMG5
HICS
7
HICS
7
HICS
7
HICS
7
HU
S
L
M
O
D
1
3
7
2
HU
S
L
M
O
D
1
3
7
2
HT
L
L
E
C
T
A
14
x
3
6
x
3
7
HF23C
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23B
HF23C
HF23C
HF23B
HF23C
48/3
0
HF23C
HF23B
HF23C
HF23C
HF23B
HF23B
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23B
HF23C
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23C
14
x
3
6
x
3
7
HF23B
HF23C
15/48
VH7-F
WT
H
WT
H
WT
H
WT
H WT
H
WT
H
WT
H
WT
H
WT
H
WT
H
36
x
7
2
H
36
x
7
2
H
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
22
/
4
8
F
22
/
4
8
F
22
/
4
2
F
MA
MA
MA
MA
MA
MA
MA
15/72 15/48
MA
MA
22/54F
22/54F22/48F
22/48F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
42
42
42
42
LK
R
/
D
/
3
0
/
7
2
-
6
LK
R
/
D
/
3
6
/
7
2
-
6
L
K
R
/
D
/
3
6
/
7
2
-
6
TC48-F TC36-F TC48-FTC36-F
TC
3
0
-
F
TC48-F
TC48-F
TC
3
0
-
F
TC48-F
TC
3
0
-
F
TC
3
0
-
F
TC48-F
PAGE NO.
THESE TERMS AND CONDITIONS.
CONSTITUTES AGREEMENT TO
ACCEPTANCE OF THIS DOCUMENT
OR DESTROYED AS INSTRUCTED.
RETURNED TO WORKSPACE INC.
NOTES AND ANALYSIS, MUST BE
ALL COPIES, EXTRACTS, RELATED
THIS DOCUMENT, ALONG WITH
DEMAND OF WORKSPACE INC.,
RIGHTS RESERVED. UPON THE
WORKSPACE INC. ALL PATENT
WRITTEN CONSENT OF
MANNER WITHOUT THE EXPRESS
LOANED, OR USED IN ANY OTHER
BE DISCLOSED, REPRODUCED,
INFORMATION HEREIN MUST NOT
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED IN
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
1/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA
50309
PROJECT DESCRIPTION
Admin Building
d:\DESIGN
PROJECTS\A-F\CITY OF
AMES\RFPS\25
0121_AMESCI_WATER
POLLUTION CONTROL PLANT
ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
Nathan Wells
Ames Water
Pollution Control
Plant
Holly Reeves
DESIGNER
DATE
PROJECT
WORKPLACE CONSULTANT
Drawing from furniture supplier
- furniture provided by OWNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
80208
TV
2012 Single Coat Hook 2
MOUNT THIS
TRANSACTION COUNTER
AT 32" AFF FOR ADA
LOCATION TBD
COPY/WORK
ROOM
20005
VESTIBULE
20001
LOBBY
20002
IDEAL POWER
LOCATIONRECEPTION
20004
KEY 101E
NUCLEUS CHAIR
W/ FABRIC SEAT
COAT HOOKS
4'x6' BULLETIN BOARD
FI
S
H
T
AN
K
4'x6' MARKERBOARD
'x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
4'x6' BULLETIN BOARD
0' -10"
3' -
9
-
1
/
4
"
1'
7'
-
1
0
"
CR CL
HATB-3S-T
60
/
4
8
/
3
0
/
3
0
FEP
2012
42H
HS
D
G
36/42
CM
P
6
0
1
4
30
/
5
1
36/42
35
W
HF23C
FB
BB
F
48/35
36
FE
P
L
CD
P
A
_
L
48/42
35
W
HF23C
FE
P
R
FF
28/70
CD
P
A
_
R
HF23C
BB
F
FF
CR CLCL CL
CR CR
HNR1
HICS
7HICS
7
HICS
7
HICS
7
HF23C
HF23C
HF23C
HF23C
48/3
0
15/48
VH7-F
MA
15/72 15/48
TC48-F TC48-FTC36-F TC36-F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
2/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
81209
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20006
TRIPLE TRAY
LETTER WALL RACK
20005
BIG & TALL
IGNITION CHAIR
KEY 102E
LIBRARY
20007
4'x6' MARKERBOARD
COAT HOOK
60" AFF
42" AFF
1'
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
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x
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4
24
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6
x
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24
x
3
6
x
6
6
30
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36/536/5
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x
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4
x
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6
48
36/5
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BB
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PU
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L
24
x
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6
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HF23B
24
/
4
2
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HF23B
HF23B
72
/
4
8
/
2
4
/
3
0
2012
24/30
24
x
3
6
x
2
9
36/5
60
36
/
5
FB
HI
G
S
6
HI
G
S
6
KB
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23B
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
3/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
PROJECT DESCRIPTION
05/12/25
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
82210
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
4995BLR Closed Base for 4994 2
KEY 107E
LIBRARY
20007
BIG & TALL
IGNITION CHAIR
60" AFF
COAT HOOK
60" AFF
COAT HOOK
42" AFF
1'
1'
3' -10"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
HX
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
18
x
4
2
x
6
4
BB
F
49
9
4
72
/
4
8
/
2
4
/
3
0
36/536/5
60
HF23B
60
48
48
36/5
BB
F
4995BLR
PU
L
L
24
x
3
6
x
2
9
24
x
3
6
x
2
9
49
9
4
24
/
4
2
2012
36/5
24/30
24/30
3172BL
36
/
5
FB
PU
L
L
24
/
4
2
72
/
4
8
/
2
4
/
3
0
20123172BL
FB
FB
HI
G
S
6
HI
G
S
6
HI
G
S
6
HI
G
S
6
KB
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23C
HF23B
HF23B
HF23B
MA
MA
22/48F
22/54F22/48F
22/54F
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
4/12
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
83211
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20008
TRIPLE TRAY
LETTER WALL RACK
KEY 103E
BIG & TALL
IGNITION CHAIR
KEY 105EKEY 104E
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
42" AFF
COAT HOOK
4'x6' MARKERBOARD
1'
0'
-
9
-
1
/
2
"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
24
x
3
6
x
2
9
BBF
3172BL
SL
3
0
2
9
F
BB
F
49
9
4
72
/
4
8
/
2
4
/
3
0
60
FE
P
30
/
2
4
48
18
x
2
4
x
6
6
Top
49
9
4
2012
24
x
3
6
x
2
9
MP604
24/30
HSDG
24
x
3
6
x
6
6
PU
L
L
36/3
24
x
3
6
x
2
9
24
/
4
2
30/60
CL
FB
FB
HI
G
S
6
HI
G
S
6
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HF23B
HF23C
HF23C
14
x
3
6
x
3
7
HF23B
HF23B
48/3
0
HF23B
HF23B
HF23B
MA
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
5/12
PROJECT DESCRIPTION
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
DATE
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
84212
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
KEY 104E
KEY 106E
CONTROL
ROOM
20009
BIG & TALL
IGNITION CHAIR
KEYS
FR305 - FR310
KEY 105E
KEY 104E
BIG & TALL
IGNITION CHAIR
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
4'x6' MARKERBOARD
3'x4' MARKERBOARD
60" AFF
COAT HOOK
1' -11-1/4"
1'
0'
-
9
-
1
/
2
"
BBF
SL
3
0
2
9
F
36/3
2141XLAL
SL3029F
MP
6
0
4
HSDGMP604Top
FE
P
BB
F
3
0
/
6
0
24
x
3
6
x
6
6
HA
T
B
-
2
S
-
T
18
x
3
6
x
6
4
30/60
FEP
30
/
5
4
CL
HIGS6 HIGS6
HI
W
M
B
T
HIW
M
B
T
HF23C
HF23C
HF23C
HF23C
48/3
0
MA
MA
LK
R
/
D
/
3
0
/
7
2
-
6
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
6/12PAGE NO.
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Ames Water
Pollution Control
Holly Reeves
[Order entry,
Contract
Nathan WellsWORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
85213
2141XLAL
LAB
20010
TRIPLE TRAY
LETTER WALL RACK
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
SEATING & MARKERBOARD ONLY
BU
L
L
E
T
I
N
B
O
A
R
D
COAT HOOK
4'
x
6
'
60" AFF
1'
1'
1' -11-1/4"
0'
-
9
-
1
/
2
"
0'
-
1
0
-
3
/
4
"
1' -7-1/2"
FEP
MP
4
8
4
FEPFEP
48
SL
FEP
48
FEP
MP
4
8
4
MP
3
0
4
FEP
MP
4
8
4
22
/
4
8
F
22
/
4
8
F
48
HIW
M
M
HIWMM
HF23C
HF23C
HF23C
HF23C
HF23B
HF23C
HF23C
HF23C
HF23B
WT
H
WT
H
WT
H
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
05/12/25
PAGE NO.7/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
Nathan Wells
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
86214
KEY 114E
KEY 110E
KEY 113E
KEY 111E
KEY 114E
KEY 109EMAINTENANCE
OFFICE
20011
KEY 108E
KEY 112E
4'x6' MARKERBOARD 4'x6' MARKERBOARD
4'
x
6
'
BU
L
L
E
T
I
N
B
O
A
R
D
1' -7-1/4"1' -7-1/2"
BB
F
22
/
4
8
F
To
p
FEP
HATB-2S-T
FEP
HATB-2S-T
FEP
MP
4
8
4
FEP
30/72
FEPFEP
FEP
48
FEP
22
/
4
8
F
BB
F
18
x
3
6
x
6
4
BB
F
SL
30/72
30
/
4
8
FEP
30
/
4
8
MP
4
8
4
BB
F
30
/
4
8
FEP
FEP
30
/
7
2
MP
4
8
4
48
FEP
30
/
4
8
BB
F
22
/
4
8
F
48
MP
4
8
4
HATB-2S-T
36
/
3
30
/
4
8
30
/
4
8
48
MP
4
8
4
48
22
/
4
8
F
MP
3
0
4
30/72
BB
F
MP
4
8
4
48
SC
HIGS6HIGS6
HI
W
M
M
HI
W
M
M
HI
W
M
M
HIWMMHIWMM
HI
W
M
M
HIWMM
HI
W
M
M
HI
W
M
M
HF23C
HF23C
HF23C
HF23CHF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
WT
H
WT
H
WT
H
WT
H
WT
H
WT
H
22
/
4
8
F
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
8/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
WORKPLACE CONSULTANT
DATE
DESIGNER
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
87215
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
KEY 119E
OFFICE
20022
KEY 115E
KEY 118E
KEY 116E
KEY 117E
COAT HOOK
4'
x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
1'
HS
D
G
30
/
3
0
WB
K
30/48
65E-F
HS
D
G
FF
SL3029F
MP
2
4
4
WB
K
30
/
3
0
MP484
65E-F
30
/
6
5
FF
BBF
30/48
SL
3
0
2
9
F
SL3029F
48/65
BBF WB
K
MP
3
0
4
SL3029F
36/5
65E-F
MP
3
0
4
CD
P
A
_
L
35
W
SL3029F
30
/
6
5
30/48 BBF
MP484
HS
D
G
65E-F
SL
3
0
2
9
F
2141XLAL
30/48
FF
35
W
30
/
3
0
65
T
MP
3
0
4
30
/
6
5
30
/
6
5
48/65
WB
K
30
/
2
7
65
E
-
F
BBF
FF
HS
D
G
48/65
65E-F
65E-F
35
W
48/65
CD
P
A
_
R
65
E
-
F
CL
CL
SL
SL
DPA_L
DP
A
_
L
D
P
A
_
R
DP
A
_
L
D
P
A
_
R
DPA_R
HI
G
S
6
HI
G
S
6
HIW
M
M
HIW
M
M
HIW
M
M
HIW
M
M
HF23C
HF23C
HF23C
48/3
0
48/3
0
48/3
0
48/3
0
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
WT
H
WT
H
WT
H
WT
H
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
MA
MA
MA
MA
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
42
42
42
42
TC
3
0
-
F
TC
3
0
-
F
TC
3
0
-
F
TC48-FTC48-F
TC
3
0
-
F
TC48-F
TC48-F
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
PROJECT DESCRIPTION
9/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
[Order entry,
Contract
Holly Reeves
Ames Water
Pollution Control
Nathan Wells
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
88216
2141XLAL Coat Rack w/ 5 hooks on a flush plate
CORRIDOR
20003
KEY 119E
FIRST AID/
LACATION/
SLEEP
20021
COAT HOOK
60" AFF
1'
MP
3
0
4
30
/
6
5
30
/
3
0
SL3029F
30/48
HS
D
G
MP484
SL
3
0
2
9
F
65E-F
BBF
2141XLAL
65E-F
20X28
CL
DPA_L
HIW
M
M
48/3
0
HF23C
HF23C
WT
H
22
/
4
2
F
MA
HL
E
D
1
7
A
S
42
TC
3
0
-
F
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
10/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
[Order entry,
Contract
Holly Reeves
Nathan Wells
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
89217
REF.
RNG.
REF.IT CLOSET
BREAK
ROOM
20013
TABLE & CHAIR60
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AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
11/12
05/12/25
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
PAGE NO.
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
PROJECT
WORKPLACE CONSULTANT
DESIGNER
DATE
KEYS
FR311 - FR322
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
90218
RACK RACK
TV
MR-611H Magnuson Group Mega Rak 1
TABLE & CHAIR
STORAGE
20015A
LOCATION TBD
IT CLOSET
20014
CONFERENCE/
TRAINING
ROOM
20015
25D X 72W
36 CHAIRS WITH ARMS
MOBILE COAT RACK
12 CHAIRS WITHOUT ARMS
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PAGE NO.
PROJECT DESCRIPTION
05/12/25
12/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
PROJECT
DATE
DESIGNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
91219
7/8/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #023 – Raw Waste Gate Valve Credit
Dear Travis Anderson:
Per the request of Strand Associates, we are proposing the following:
• Deduct supply and install of (1) 20" Gate valve w/ electric actuator
• Deduct supply and install (2) 30" gate valve w/ electric actuator(s)
Our total credit for the subject changed work is ($142,912.18). All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
92220
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 23
Price Breakdown
RAW WASTE GATE VALVES CREDITDescription:
Credit supply and install for (2) 30" gate valves and (1) 20" gate valve located in the Raw Waste Basement . Credit includes actuators associated with
these valves. No work will be done on the existing valves or actuators.
Description PriceQuantity Unit Unit Price
GATE VALVE MATERIAL CREDIT
CREDIT 30" GV LABOR
CREDIT 20" GV LABOR
CREDIT GASKETS AND BOLTS
-142,912.18Subtotal:-5,557.00 0.00 -137,355.18 0.00 0.00 0.00
Total:$-142,912.18
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
93221
TERMS & CONDITIONS
ADDITIONAL COMMENTS
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
PREPARED BY:
2025-07-17-MT-1
July 17, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:AMES - NURIENT REDUCTION - CREDIT FOR 20" & 30" GATE VALVES
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
WOODRUFF TERMS:100% Net 30 Days
DELIVERY:
SUBMITTAL:
Item
No.Tag Description
1 1
Quantity Size
30"
$ 26,000 $ 26,000 Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C20"
Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C2 $ 104,000 $ 52,000 2
Total Credit $ 133,000
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
11. Pricing will be held for 30 days.
12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-07-17-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
94222
7/8/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #024 – Admin Building Well Tanks
Dear Travis Anderson:
Per RFI 113 , we are proposing the following:
• Supply well tanks as outlined in the RFI response. Tanks will be Amtrol WX-452C.
• Price does not include labor and includes a credit to cover the cost of the tanks that could have been assumed.
Our total price to perform the subject changed work is $30,666.53. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/10/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
95223
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 24
Price Breakdown
ADMIN BUILDING WELL TANKSDescription:
Supply well tanks per RFI 113.
Description PriceQuantity Unit Unit Price
SUPPLY WELL TANKS 200-01 + 200-02
CREDIT 200 GALLON POLY TANK COST
28,527.00Subtotal:0.00 0.00 0.00 0.00 30,027.00 -1,500.00
$713.182.50%$28,527.00Bonds & Insurance
$1,426.355.00%$28,527.00OH&P - Subcontractor
Total:$30,666.53
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
96224
Change Order Estimate RFI 113 Rev1
Description:
QTY UNIT UNIT TOTAL UNIT TOTAL UNIT TOTAL
LINE
TOTAL
Project Manager 1 HRS 110.00 110.00 110.00
JOURNEYMAN PLUMBER 0 HRS 90.00 0.00 0.00
APPRENTICE 0 HRS 60.00 0.00 0.00
0.00
0.00
0.00
0.00
MATERIAL 0.00
0.00
Water Tanks 2 UNIT 0.00 11,000.00 22,000.00 22000.00
shipping 2 LOT 0.00 2,000.00 4,000.00 4000.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
EQUIPMENT 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PRIME-TOTALS 110.00 26,000.00 0.00 26,110.00
LS 0.00 0.00 0
1 LS 0.00 0.00 0
LS 0.00 0.00 0
LS 0.00 0.00 0
SUB-TOTALS 0.00 0.00 0.00 0.00
BOND (IF APPLICABLE)
Company:PROCTOR MECHANICAL CORP FEE PRIME (15%)3,916.50
Contact:
Date:7/3/2025 MATERIAL TAX 0.00
Rick Wald QUOTED PRICE 30,027
Rick Wald
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
97225
PROCTOR MECHANICAL CORPORATION
1100 HOAK DRIVE
WEST DES MOINES, IA 50265
PLUMB SUPPLY COMPANY - DSM
1622 NE 51ST AVE
DES MOINES, IA 50313-2125
Phone 515-262-9511
EXPIRATION DATE
PAGE NO.
Quotation
QUOTE NUMBER
S10109168707/24/2025
1 of 1
PLUMB SUPPLY COMPANY - DSM
1622 NE 51ST AVE
DES MOINES, IA 50313-2125
Phone 515-262-9511
CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON
WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED
DSM COMMERCIAL
BEST WAY 06/24/2025CHRISTOPHER GOULDING 2% 15TH, NET 20TH
1245
ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE
QUOTE TO:
PROCTOR MECHANICAL CORPORATION
1100 HOAK DRIVE
WEST DES MOINES, IA 50265
SHIP TO:
No
***********************************
***********************************
* DOES NOT MEET A.I.S. REQ *
*********************************
DOES MEET BUY AMERICAN REQ
**********************************
MADE TO ORDER 4-5 WEEK LEAD TIME
**********************************
WX-452-C-150-PSI AMTROL WELL TANK
392374
~~SPECIAL ORDER, NO RETURN~~
2ea 11000.000/ea 22000.00
22000.00
22000.00
Printed By: GOUCHR on 6/24/2025 1:08:38 PM CDT
Please note that all quoted prices are subject to change without
notice due to fluctuations in tariffs, taxes, and other market
conditions. Any increase in costs resulting from changes in tariffs
will be reflected in the final price. At Plumb Supply we strive to
provide accurate and up-to-date pricing, but external factors may
necessitate adjustments. Thank you for your understanding.
Estimated Tax 0.00
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
98226
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 113
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 6/03/2025
Owner: City of Ames Date Required: 6/06/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and
WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on
what will call for the wells pumps to run?
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run
similar to existing based on pressure switch located at pressure tanks (WT-200-01/02).
See the upcoming CPR for additional information.
Chris Wright 6/13/25Chris Wright
6/13/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
99227
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
I
N
.
1'
-
0
"
1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
PUMP
MIN.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
.
N
O
.
RE
V
I
S
I
O
N
S
RE
V
I
S
I
O
N
S
DA
T
E
:
D
A
T
E
:
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4429.0094429.009
990-P5.02990-P5.02
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TRAVIS ANDERSONTRAVIS ANDERSON
287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
11
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
100228
7/16/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #025 – Well Pump Controls (CPR-016)
Dear Travis Anderson:
Per CPR-016, we are proposing the following:
• Provide electrical, controls and programing modifications per CPR-016.
Our total price to perform the subject changed work is $3,200.01. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/23/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
101229
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
2
23
0
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
3
23
1
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
4
23
2
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
5
23
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
6
23
4
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
7
23
5
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
July 2, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
COST PROPOSAL REQUEST NO.:016
TO:Woodruff Construction, Inc.
ISSUED BY:Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE SPECIFICATIONS
Sections 26 09 00 and 26 09 90
016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank
control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed
as part of the Administration Building demolition. Provide the following I/O and controls to maintain
functionality of the well pumps. Controls described below shall be provided in SCC-200 and be
messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be
provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time
required to implement PLC and SCADA HMI programming additions:
SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
200
OFFICE WATER
SUPPLY WELL PUMP
PRESSURE SWITCH
PS-200-
01 1 0 0 0 2~#14 FROM PRESSURE SWITCH
RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
2 WELL PUMP NO. 1
START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
2 WELL PUMP NO. 2
START/STOP
WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand-
Off-Auto switch as follows:
1.In SCADA “Hand,” the pump shall start and run.
2.In SCADA “Auto,” the pumps shall be controlled as follows:
a.When the office water supply pressure falls below the well pump pressure switch
(PS-200-01) setpoint, the lead pump shall start and run. When the office water
supply pressure rises above the well pump pressure switch setpoint, the lead pump
shall shut down.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
108236
Cost Proposal Request No.016
Contract 2024-089
Page 2
June 30,2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for
alternation of the pumps as follows:
(1)In the “Fixed” mode, the operator shall be able to select the lead pump
with the unselected pump automatically becoming the standby pump.
Alternation of the pumps shall be done manually by the operator.
(2)In the “Automatic” mode, there shall be an automatic alternator within this
PLC that shall rotate the pump sequence each time the lead pump shuts
down.
(3)If the lead pump is called to run and fails to start (call-to-run fail), is
operating and fails, or is taken out of "Auto” (SCADA selector switch),
the standby pump shall rotate into the lead position.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-P7.08
0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on
attached drawing.
0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing.
Drawing 200-E1.04
0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply
piping.Pressure switch shall be as specified in Section 26 09 00.2.15.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
109237
1.53/4" DCW
1.53/4" DHW
43/4" DCW
1.53/4" DHW
1.53/4" DCW
BV
18.51 1/2" DCW
1.53/4" DCW
1.53/4" DHW
3/4" DHWR
BV
BV
BV
BV
BV
31" DCW
31" DHWEEWS-1
1.53/4" DCW
1.53/4" DHW
101" DCW
101" DHW BV
BV
BV
BV
BV
L-1
L-1
L-1
L-1
LT-1
WB-1
UR-1
L-1
L-1
SK-1
WH-1
SK-2
SK-2
SK-2
SK-1
MB-1
23/4" DCW
23/4" DHW
23/4" DCW
23/4" DHW81" DHW
401 1/2" DCW
13/4" DCW
13/4" DHW
23/4" DCW
BV
BV
SK-1
23/4" DHW
23/4" DCW
13/4" DCW
13/4" DHW
33/4" DHW
33/4" DCW
131" DCW
131" DHW
(TYP.)
21" DHW
141" DCW
21" DCW
21" DHW
WATER HAMMER
ARRESTOR
WH-1
BV
43/4" NPW
BV
BV
TMV-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
1.53/4" DCW
1.53/4" DHW
1.53/4" DCW
1.53/4" DHW
61 1/2" DCW
CIRCUIT SETTER
61 1/4" DCW
BV
BV
RPZ
BV
75.251 1/2" DCW
31.51 1/2" DHW
0.53/4" DCW
WC-1
WC-1
WC-1
WC-1
WC-1 WC-1
WC-1
EWC-1
(TYP.)
(TYP.)
21" DCW
21" DHW
21" DCW
21" DHW
BV
BV
3/4" DHWR
WH
200-01
DHWP
200-01
BV
361 1/2" NPW
SH-1
SH-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
HEATING HOT WATER
SYSTEM CONNECTION
BV
1.51/2" DCW
1.51/2" DHW
WS
200-01
CF
200-01
WT
200-02
WT
200-01
WATER HAMMER
ARRESTOR
SK-2
4.51" DCW
4.51" DHW
1.51 1/2" DHW
1.51 1/2" DHW
14.51 1/2" DCW
CV
KEY NOTES:
REFRIGERATION CONNECTION BOX FOR FUTURE USE.1
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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4429.0094429.009
200-P7.08200-P7.08
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TRAVIS ANDERSONTRAVIS ANDERSON
248248
NO SCALE
ENLARGED OFFICE WATER SUPPLY SCHEMATIC
1
11
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CLARIFICATION:
Bypass valve required.
Well Pump Pressure
Switch
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
110238
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
I
N
.
1'
-
0
"
1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
PUMP
MIN.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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4429.0094429.009
990-P5.02990-P5.02
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TRAVIS ANDERSONTRAVIS ANDERSON
287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
11
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CLARIFICATION: Valve
shown on isometric
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
111239
7/22/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #026 – Control Box A Gate Credit
Dear Travis Anderson:
Per the request of Strand Associates and the City of Ames, we are proposing the following:
• Credit back the removal of the existing gate and supply and installation of a new gate for Control Box A.
• Replace the seals and actuator on the existing gate per the recommendations of Coplastix.
Our total credit for the subject changed work is ($33,472.00). All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 8/5/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
112240
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 26
Price Breakdown
CONTROL BOX A GATE CREDITDescription:
Credit Control Box A Gate removal and re -install with new.
Replace seals on the existing gate and install a new actuator
Description PriceQuantity Unit Unit Price
CONTROL BOX A GATE MATERIAL CREDIT
CREDIT GATE REMOVAL AND INSTALL
CONCRETE MATERIAL CREDIT
COPLASTIX SEAL REPLACEMENT
-33,472.00Subtotal:-6,160.00 0.00 -42,912.00 0.00 0.00 15,600.00
Total:$-33,472.00
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
113241
TERMS & CONDITIONS
ADDITIONAL COMMENTS
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
PREPARED BY:
2025-07-18-MT-1
July 18, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:Ames - Nutrient Reduction - Credit For SLG-05-01
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
WOODRUFF TERMS:100% Net 30 Days
DELIVERY:
SUBMITTAL:
Item
No.Tag Description
1 1
Quantity Size
$ 59,000 $ 59,000 Deduct for Whipps Gate - SLG - 05 -01
Total Credit $ 59,000
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
11. Pricing will be held for 30 days.
12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-07-18-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
114242
TERMS & CONDITIONS
ADDITIONAL COMMENTS
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
11. Pricing will be held for 30 days.
12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-07-16-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
SUB-TOTAL $ 16,268
$ 15,268 $ 15,268 Auma SAEX14.6/GK25.2/ACEXC01.2120" x
72"
2 Start-up $ 1,000 $ 1,000 1 Start Up for Electric Actuator
Item
No.Tag Description
1
Structure 5 - SLG-
05-01 (Control Box
SG-48 from
Ashbrook)))
1
Quantity Size
PREPARED BY:
2025-07-16-MT-1
July 16, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:AMES, IA - NUTRIENT REDUCTION
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
WOODRUFF TERMS:100% Net 30 Days
DELIVERY:
SUBMITTAL:
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
115243
Classified by Alfa Laval as: Business
June 24, 2025
To: Ames, IA
Attn: Zach Phillips/Woodruff Construction
Re: Seal Replacement Kit/Door- Coplastix Sluice Gate
Alfa Laval Quote No.: 05072025 r1
Dear Mr. Phillips,
Item #1 SG-48
Item #2
Item #3 SG-48
5400 International Trade Drive
Richmond, VA 23231 - USA
(800) 362 - 9041
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
116244
June 24, 2025
Seal Replacement for Ames, IA
Alfa Laval Quote No.: 05072025 r1
Page 2
Classified by Alfa Laval as: Business
NOTES AND EXCEPTIONS:
A. Equipment offered is Coplastix Standard Design.
B. Alfa Laval Inc. requires the customer furnish a written purchase order and it must be
executed to schedule date. No technician will be dispatch to the job site without receiving a
purchase order.
C. Scheduling: We require 3 weeks’ notice minimum to schedule field service. Service will be
confirmed subject to PO and current workload.
D. Cancellation: 48-hour notice is required. In the event the field service is postponed or
canceled within 48 hrs., a cancellation fee shall be imposed, to include all costs for time,
travel, mileage, and expenses, as applicable.
E. Tools: Alfa Laval technicians carry standard hand tools. Extra tools shall be provided by the
customer.
F. Equipment: All safety equipment, ladders, man lifts, rain tents, etc. shall be provided by the
customer. The area of the gates shall be dry including the bottom for 48 hrs.
G. Disassembly/reassembly of gates shall be done with the help of customer. Alfa Laval
technician might be present to assist during disassembly unless disassembly done prior to
technician arrival. Reassembly and adjustment of gates will be done after seals replaced.
DO NOT assume any item not listed above is included in our proposal.
Material/Equip. Total Price (see individual pricing above if not all needed) = $63,400.00 ea.
Installation Service (1T, 2D) = $8,800.00
Freight: Included
Total = $15,600.00
Contact (Mark Enochs) Tel # (952) 334-9257 for placing order.
Unless otherwise specified in this proposal, all installation of equipment supplied by Alfa Laval,
Inc. shall be installed by others.
Taxes:
The quoted price does not include any local, state, or federal taxes, permits or other fees. Any
taxes or fees that may apply must be added to the quoted price and paid by the buyer.
Proposal Acceptance:
This proposal is offered for acceptance within thirty (30) days from date of this quotation or date
of bid opening, whichever is the later date. Prices are subject to review thereafter. Prices are
firm, based upon receipt of a Letter of Intent or Purchase Order and notice to proceed within this
thirty (30) day period and the review and return of submittal drawings to Alfa Laval within thirty
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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June 24, 2025
Seal Replacement for Ames, IA
Alfa Laval Quote No.: 05072025 r1
Page 3
Classified by Alfa Laval as: Business
(30) days. Delays caused by slow return of submittals and/or other manufacturing delays caused
by the contractor, owner, owner's agent or engineer may result in additional charges of 1% per
month for such delays or part thereof.
Shipment:
Shipment on the replacement seals can be made within three (3) to four (4) weeks after receipt of
executed order. If a replacement door is needed, the delivery will be approx. sixteen (16) weeks,
depending on shop loading at time of order. Service needs to be scheduled at a minimum three
weeks prior of date of service.
Payment Terms:
100% net 30 days (subject to credit approval) and as such no provision for retainage will be
allowed under the terms of this project. These payment terms are not contingent upon payment
from owner to Purchaser. Shipments such as embedded metal or partial items will be invoiced as
shipped on a prorated price to be determined by Alfa Laval, Inc.
If Purchaser delays shipment, Alfa Laval, Inc. may invoice and pass title to the Purchaser;
Purchaser agrees to remit the amount due at the times stated, as if the equipment had shipped.
All costs of storage shall be at the Purchaser's expense.
Escalation Charges:
In the event that delivery of equipment cannot be made on the scheduled delivery date agreed
upon between Alfa Laval and buyer and as evidenced by the terms of the contract, due to buyer
delay, Alfa Laval reserves the right to assess reasonable escalation charges to the project at the
rate of 1% per month of the contract value for each month that the project is delayed.
Terms:
Alfa Laval's Standard Terms and Conditions are enclosed and apply in their entirety. All
applicable sales, use or other taxes are to be paid by buyer. If any taxes are to be paid by seller,
the quotation price shall automatically be increased by the same amount. Failure to pay invoices
promptly when due nullifies Alfa Laval, Inc.’s obligation to perform work under warranty,
installation and start-up in a timely manner.
The contractor explicitly agrees that subject to acceptance by the consulting engineer and/or the
owner, Alfa Laval, Inc. may substitute a stand-by letter of credit in lieu of cash retainages
required in the plans and specifications and contract documents, and 100% of the cash released
by such acceptance will flow through immediately to Alfa Laval, Inc. All orders are subject to
credit approval prior to acceptance of contract and/or purchase order.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
118246
June 24, 2025
Seal Replacement for Ames, IA
Alfa Laval Quote No.: 05072025 r1
Page 4
Classified by Alfa Laval as: Business
General Notes:
There is no provision included in the quoted price, unless noted, for field erection supervision,
tests, inspections, or adjustment of equipment. If factory representative is required for any of
these services, please refer to "Service Terms" enclosed. The equipment offered by Alfa Laval,
Inc. is our standard design, materials, and manufacture. In the event that these items of
equipment are subject to any alteration in design or materials or manufacture by the contractor,
owner, owner's agent or engineer, such alterations shall be subject to change in the contract price
and/or delivery schedule.
We wish to thank you for the opportunity of offering this proposal. Should you have any
questions, please feel free to contact our representative or us noted below.
Sincerely,
Doug Thomas
Doug Thomas
Busine Unit Manager, Fluid Control
cc. MNX, Inc. (Mark Enochs) Alfa Laval Sales Representative
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Page 5 of 6
Alfa Laval Terms and Conditions of Sale (June 2020) v.2
Classified by Alfa Laval as: Business
TERMS AND CONDITIONS OF SALE
These Terms and Conditions of Sale (“Terms and Conditions”) apply to all
quotations, orders, and contracts for Alfa Laval Inc. products (hereafter
"Equipment") and associated services (“Services”) As used in these Terms
and Conditions, the word "Equipment" includes all hardware, parts,
components, software and options.
1. ACCEPTANCE: Our sale to you is limited to and expressly made
conditional on your assent to these Terms and Conditions and, if
applicable, on the attendant quotation, both of which form a part of the
contract between us and which supersede and reject all prior agreements,
representations, discussions or negotiations, whether written or oral, with
respect to this sale and any conflicting terms and conditions of yours,
whether or not signed by you. Any terms and conditions contained in your
purchase order or request for quotation or other form which are different
from, in addition to, or vary from these Terms and Conditions are expressly
rejected, shall not be binding upon us, and are void and of no force or
effect. These Terms and Conditions may not be changed except by the
written agreement of both parties.
2. PRICES: Unless otherwise specified in writing, all quoted prices
are in U.S. Dollars and are firm for thirty (30) days from the date of offer.
Prices quoted are exclusive of taxes, freight and insurance, and you agree
to pay any and all sales, revenue, excise or other taxes (exclusive of taxes
based on our net income) applicable to the purchase of Equipment. If you
claim an exemption from any such taxes you shall provide us with a tax
exemption certificate acceptable to the taxing authorities.
3. DELIVERY; FORCE MAJEURE: Dates for the furnishing of
Services and/or delivery or shipment of Equipment are approximate only
and are subject to change. Quoted lead times are figured from the date of
receipt of complete technical data and approved drawings as such may be
necessary. We shall not be liable, directly or indirectly, for any delay in
delivery or failure to deliver caused by carriers or by labor difficulties,
shortages, strikes or stoppages of any sort, or difficulties in obtaining
materials from ordinary sources and suppliers. In addition, we shall not be
liable for any such delays or for any failure to perform our obligations under
an order or contract due to any one or more of the following events,
whether foreseeable or not: war, hostilities, military operations, terrorism,
riots, disorder, accidents, floods, storms, natural disasters, fires, acts of
God, epidemics and/or pandemics (and specifically in relation hereto and
notwithstanding anything else stated herein, whether or not outbreak of
such epidemic or pandemic has occurred prior to acceptance of this order
or execution of a contract for the Services), governmental, judicial or
administrative decisions, decrees or orders, embargoes or blockades, or
any causes beyond our reasonable control. Unless otherwise specifically
agreed in writing by us, in no event shall we be liable for any damages or
penalties whatsoever, or however designated, resulting from our failure to
perform or delay in performing due to any of the causes specified in this
paragraph 3.
4. SHIPMENT, RISK OF LOSS, TITLE: All sales are made F.O.B.
Alfa Laval shipping point, unless otherwise noted. Duty, brokerage fees,
insurance, packing and handling as applicable are not included unless
otherwise noted. Our liability for delivery ceases upon making delivery of
Equipment to the carrier at the shipping point in good condition. The carrier
shall be your agent. Risk of loss shall pass to you upon such delivery.
Regardless of the delivery term specified, we shall retain title to the
Equipment until final payment thereof has been made.
5. CREDIT AND PAYMENT: Payment terms are (30) days net,
unless agreed otherwise by us in writing. Pro rata payments shall become
due with partial shipments. Any discount period which may be granted by
us begins on the invoice date and all payments are due 30 days after the
invoice date. All payments shall be made without deduction, deferment, set -
off, lien or counterclaim of any nature. All amounts due not paid within 30
days after the date such amounts are due and payable shall bear interest at
the lesser of 1.5 percent per month or the maximum rate of interest allowed
by law. We reserve the right at any time to suspend credit or to change
credit terms provided herein, when, in our sole opinion, your financial
condition so warrants. Failure to pay invoices when such invoices are due
and payable, at our election, shall make all subsequent invoices
immediately due and payable irrespective of terms, and we
may withhold all subsequent deliveries until the full account is settled. We
shall not, in such event, be liable for delay of performance or
nonperformance of contract in whole or in part subsequent to such event.
6. SECURITY AGREEMENT: You hereby grant us a security
interest in the Equipment, including a purchase money security interest,
and in such materials, proceeds and accessories thereof, to secure
payment of the purchase price of the Equipment. You authorize us to file or
record a purchase order or copy thereof or any UCC financing statement
showing our interest in the Equipment in all jurisdictions where we may
determine filing to be appropriate, and you agree to sign all such
documents reasonably related thereto promptly following our request. You
will not encumber the Equipment with any mortgage, lien, pledge or other
attachment prior to payment in full of the price therefor.
7. CANCELLATIONS AND CHANGES: Orders which have been
accepted by us are not subject to cancellation or changes in specification
except upon prior written agreement by us and upon terms that will
indemnify us against all losses resulting from or arising out of such
cancellation or change in specifications. In the absence of such
indemnification, we shall be entitled to recover all damages and costs of
whatever nature permitted by the Uniform Commercial Code.
8. DEFERRED SHIPMENT: If shipment is deferred at your request,
payment of the contract price shall become due when you are notified that
the Equipment is ready for shipment. If you fail to make payment or furnish
shipping instructions we may either extend the time for so doing or cancel
the contract. In case of deferred shipment at your request, storage and
other reasonable expenses attributable to such delay shall be payable by
you.
9. EQUIPMENT WARRANTY AND REMEDY:
(a) For new Equipment only, we warrant to you that the Equipment
that is the subject of this sale is free from defects in design (provided that
we have design responsibility), material and workmanship. The duration of
this warranty is twelve (12) months from start-up or eighteen (18) months
from delivery to you, whichever occurs first (the "Warranty Period"). If you
discover within the Warranty Period a defect in design, material or
workmanship, you must promptly notify us in writing. Within a reasonable
time after such notification, we shall repair, replace, or, at our option, refund
you the price of the defective Equipment or part thereof.
(b) For repairs, parts and Services provided by us, we warrant to you
that the repairs, parts and Services we provide to you will be free from
defects in material and workmanship. The duration of this warranty is ninety
(90) days from as applicable (i) the date the Equipment which required the
repairs, parts or Services is returned to you by us, (ii) the date of your
receipt of the part, or (iii) the date of completion of the repair or other
Services, if performed at your facility. If during this ninety day period you
discover a defect in the repairs, parts or Services you must promptly notify
us in writing and we shall correct such defect with either new or used
replacement parts or reperform the Services as applicable. If we are unable
to correct the defect after a reasonable number of attempts, we will provide
a refund of the price paid for the defective repair, parts or Services.
(c) All warranty service is subject to our prior examination and
approval and will be performed by us at your facility or at service centers
designated by us. All transportation to and from the designated service
center will be at our expense. The remedies set forth above are your
exclusive remedies for breach of warranty. Unless otherwise agreed in
writing by us, our warranty extends only to you and is not assignable to or
assumable by any subsequent purchaser, in whole or in part, and any such
attempted transfer shall render all warranties provided hereunder null and
void and of no further force or effect.
(d) The warranties set forth above are inapplicable to and exclude
any product, components or parts not manufactured by us or covered by
the warranty of another manufacturer. We shall have no responsibility for
defects, loss or damage to the extent caused by (i) normal wear and tear,
(ii) your failure to follow all installation and operation instructions or manuals
or to provide normal maintenance, (iii) repairs or modifications by you or by
others not under our direct supevision, or (iv) a product or component part
which we did not design, manufacture, supply or repair.
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Page 6 of 6
Alfa Laval Terms and Conditions of Sale (June 2020) v.2
Classified by Alfa Laval as: Business
(e) DISCLAIMER OF IMPLIED WARRANTIES. THE WARRANTIES
SET FORTH ABOVE AND IN SECTION 12 BELOW ARE IN LIEU OF ALL
OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT
LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR
FITNESS FOR A PARTICULAR PURPOSE.
10. LIMITATION OF LIABILITY: In no event shall we be liable, and
you hereby waive any claims against us and release us from liability to you,
for any indirect, special, punitive, incidental, or consequential damages
whatsoever based upon breach of warranty, breach of contract, negligence,
strict tort, or any other legal theory. In no circumstance, shall we be liable
for, however such damages are characterized, loss of profits, loss of
savings or revenue, loss of use of the Equipment or any associated
equipment, cost of capital, cost of any substitute Equipment, facilities or
services, downtime, or loss of prospective economic advanrtage. OUR
AGGREGATE LIABILITY FOR FAILURE TO PERFORM, BREACH OF
WARRANTY OR BREACH OF OTHER CONTRACTUAL OBLIGATIONS
SHALL NOT EXCEED THE TOTAL PRICE PAID TO US FOR THE
EQUIPMENT AND SERVICES THAT ARE THE SUBJECT OF ANY CLAIM
BY YOU.
11. OWNERSHIP: All drawings, designs, specifications, data and
other proprietary rights supplied by us (including without limitation in
connection with the Equipment) have been prepared or assembled by us
and are (and shall remain) exclusivelyour property, and upon our request
you agree to execute any additional documents needed to give effect to the
foregoing. Such drawings, designs and specifications have been furnished
in order to provide full documentation and on the condition that they shall
not be disclosed, reproduced or copied in any manner whatsoever, in whole
or in part, except for your internal use as necessary, and upon the further
condition that, as our sole property, they shall not be used for furnishing
information and/or disclosed, in whole or in part, to others or otherwise for
any purpose not specifically authorized in a writing signed by one of our
corporate officers.
12. PATENT INFRINGEMENT
(a) We make no express or implied warranties of non-infringement
with respect to the Equipment. We will, however, defend, indemnify and
hold you harmless from any third party apparatus claims based upon an
issued U.S. patent to the extent such claim relates to the Equipment
supplied and sold to you; provided, however, that we undertake no
indemnification in respect of third-party rights (i) where the alleged patent
infringement is based upon or related to any method, process or design
claims in third- party U.S. patents, any combination of the Equipment with
other equipment not supplied by us, or any modifications of the Equipment
made by you and not approved by us, or (ii) to the extent the alleged
infringement is directly attributable to the negligence or intentional
misconduct of you or otherwise for which you are obligated to indemnify us
for under paragraph 12(c).
(b) We shall assume defense of a claim at our expense in
accordance with these Terms and Conditions, provided you shall notify us
within 30 days of your receipt of notice of an alleged third-party claim that
you believe would entitle you to patent infringement indemnification
pursuant to paragraph 12(a). You acknowledge and agree that we shall
have the sole right to settle or otherwise compromise such a third-party
claim, including but not limited to the right to either (i) modify the Equipment
to avoid infringement if you are agreeable to the modification, (ii)
repurchase the Equipment from you at a price equal to the then- current fair
market value of the Equipment, or (iii) secure rights by assignment or
license to permit continued use of the Equipment.
(c) If a third party charges us with patent infringement relating to
Equipment sold by us to you, we shall have the right to either (i) modify the
Equipment to avoid infringement if you are agreeable to the modification, (ii)
repurchase the Equipment from you at a price equal to the then-current fair
market value of the Equipment, or (iii) secure rights by assignment or
license to permit continued use of the Equipment. If a third party charges us
with patent infringement on the bases set forth in paragraph 12(a)(i) or (ii),
you shall indemnify and hold us harmless for all expenses as well as any
awards of damage assessed against us, and, without limiting any of our
other rights and remedies available at law or in equity, we shall also
have the right to modify or repurchase the Equipment or to secure rights for
continued use by way of assignment or license as set forth in this
paragraph.
13. INSPECTION: Upon prior written notice, you may make
reasonable inspections of Equipment at our facility. We reserve the right to
determine the reasonableness of the request and to select an appropriate
time and location for such inspection. You agree to execute appropriate
confidentiality provisions upon our request prior to visiting our facility. All
costs of inspection shall be solely determined by us and shall be payable by
you. No inspection or expediting by you at the facilities of our suppliers is
authorized.
14. SOFTWARE PROVISIONS: If software is provided hereunder
(whether such is integrated into the Equipment or otherwise operates
alongside the same), you are hereby granted a non-exclusive, non-
sublicenseable, non-transferable, royalty free license to access and use
such software as provided and as intended with our Equipment. Without
limiting the foregoing, under the foregoing license you may specifically: (i)
use our software in machine readable object code only and only with the
Equipment provided; (ii) copy our software into any machine readable
object code form solely for back up purposes in support of your use of our
software on the Equipment provided in accordance with these Terms and
Conditions; and (iii) create one additional copy of the software for archival
purposes only. This license may only be assigned, sublicensed or
otherwise transferred by you with our prior written consent. You hereby
recognize and acknowledge that the software provided to you hereunder
comprises valuable trade secret and/or copyright property of Alfa Laval (or
its licensors) and you covenant that you will take adequate precautions
against access to the software by, or disclosure of the software to, anyone
not authorized hereunder to use or have access to the software as
contemplated herein. The software is subject to the confidentiality
obligations set forth below in paragraph 15.
15. CONFIDENTIALITY: Subject to any non-disclosure or
confidentiality agreement already in effect between us, any drawings, data,
software or other information exchanged between us is proprietary or
confidential to us and shall not be used or disclosed by you without our
prior written consent. Confidential information shall not be any information
that (i) is known previously to you under no obligation of secrecy;
(ii) becomes known to the public through no breach of an obligation of
secrecy by you; or (iii) is independently developed by you without use or
reference to any of the confidential information or materials provided to you
by us.
16. INAPPLICABILITY OF CISG: The parties specifically agree that
the United Nations Convention on Contracts for the International Sale of
Goods shall not apply to any sale or order or the contract between us.
17. GOVERNING LAW & VENUE: These Terms and Conditions and
any dispute or claim arising out of or related to an order or the contract
between us shall be finally decided in accordance with the laws of the
Commonwealth of Virginia, without giving effect to the provisions thereof
relating to conflict of laws. You agree that the venue for any such dispute
shall lie in the United States District Court for the Eastern District of
Virginia, Richmond Division. In the event that federal jurisdiction cannot be
established pursuant to 28
U.S.C. §§ 1331 or 1332, the venue for any such dispute shall lie in the
Circuit Court of Henrico County, Virginia. You expressly submit and waive
any objection to the sole and exclusive jurisdiction of such courts.
18. GENERAL: All previous agreements or understandings between
us, either oral or written, with regard to the subject order, with the exception
of a pre-existing non-disclosure agreement between us, are void and these
Terms and Conditions constitute the entire agreement between us with
respect to the matters addressed herein. Neither of usshall assign an order
or contract to which these Terms and Conditions apply without the prior
written consent of the other party, which consent shall not be unreasonably
withheld. If any provision of these Terms and Conditions is held to be
invalid or unenforceable, such holding shall not affect the validity or
enforceability of any other provision herein. No waiver by either of usof any
default or breach by the other party will operate as or be deemed a waiver
of any subsequent default or breach.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Initials\S:\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 079
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/9/2025
Owner: City of Ames Date Required: 4/14/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: On drawing 200-AS1.15 there is an owner provide range in the breakroom. On drawing 200-H1.02
there is exhaust duct shown for a range hood.
There does not appear to be a Range Hood specified in the Contract Documents. There also is no power shown
for a Range Hood.
Please advise whether there is one going to be provided. If so, please provide all specifications, elevations,
power requirements etc needed to complete the rough-ins.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
SAI: Range hood will be provided by Owner. Include cost for power with CPR 009. Coordinate
electrical requirements with Owner.
JRK 4/21/25
4/21/25
Jack Karnes
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
122250
T
T
T
T
T
TT
T
T
T
STORAGE
20029
VESTIBULE
20001
LOBBY
20002
CORRIDOR
20003
RECEPTION
20004
COPY /
WORK
ROOM
20005
OFFICE
20006LIBRARY
20007
OFFICE
20008
CONTROL
ROOM
20009
LAB
20010
MAINTENANCE
OFFICE
20011
MUD ROOM
20012
BREAK
ROOM
20013
IT CLOSET
20014
CONFERENCE
/ TRAINING
ROOM
20015
TABLE &
CHAIR
STORAGE
20015A
MENS
LOCKER
ROOM
20016
WOMENS
LOCKER
ROOM
20017
SHOWER
20018
SHOWER
20019 LAUNDRY
20020
FIRST AID /
LACTATION /
SLEEP
20021
OFFICE
20022
JANITOR
CLOSET
20023
RESTROOM
20024
RESTROOM
20025
STAIR
20026
STORAGE
20027
PARTS /
TOOL
STORAGE
20028
SHOP
20030
10"ø SA
CD-1
8"ø
200 CFM
(TYP. OF 3)
BC
200-01
EWH
200-03
12"x12" SA UP
EWH
200-06
EWH
200-07EWH
200-08
EWH
200-09
EWH
200-02
FCU
200-10
FCU
200-09
FCU
200-08
FCU
200-05
FCU
200-04
EWH
200-04
EWH
200-05
EWH
200-01
FCU
200-01
FCU
200-03
FCU
200-11
CD-1
10"ø
318 CFM
(TYP. OF 8)
26
"
x
1
2
"
S
A
RG-2
12"ø
1,245 CFM
(TYP. OF 2)42"x12" SA
CD-1
8"ø
100 CFM
CD-1
8"ø
100 CFM
CD-1
8"ø
250 CFM
CD-1
10"ø
350 CFM
CD-1
8"ø
144 CFM
RG-2
10"ø
350 CFM
12
"
ø
S
A
FCU
200-06
CD-1
8"ø
160 CFM
(TYP. OF 4)
14"ø SA
CD-2
6"ø
70 CFM
CD-1
8"ø
150 CFM
(TYP. OF 2)
28"x10" RA
8"
ø
S
A
12"ø SA 12"ø SA
12
"
ø
S
A
8"
ø
S
A
8"ø SA
8"
ø
S
A
EG-2
6"ø
30 CFM
EG-2
6"ø
65 CFM
EG-2
6"ø
65 CFM
14
"
ø
S
A
6"
ø
E
A
EG-1
6"ø
195 CFM
(TYP. OF 2)
EG-2
6"ø
30 CFM
(TYP. OF 2)
CD-1
8"ø
200 CFM
RG-2
10"ø
440 CFM
RG-2
10"ø
70 CFM
RG-2
10"ø
280 CFM
RG-2
10"ø
144 CFM
RG-2
12"ø
440 CFM
RG-2
12"ø
1,245 CFM
FCU
200-02
RG-2
12"ø
575 CFM
3
200-H3.01
10"x6" EA UP
6"ø OA3"ø OA
4"ø OA3"ø OA
TG-1
16"x8"
750 CFM
1 1/4" CD
1 1/4" CD1 1/4" CD
1
1
/
4
"
C
D
1 1/4" CD1 1/4" CD6"ø OA
6"ø OA 2" CD
1 1/4" CD
FCU
200-07
8"ø SA
2"
C
D
2" CD
4"ø OA
12"ø EA
CD-1
8"ø
190 CFM
10"ø EA UP
10"ø OA UP
6"
ø
E
A
6"
ø
E
A
1
1 1
1
1
1
1
1 1
1
FD
FD4"ø OA
FD
FD
FD
FD
FD
4"ø OA
FD
EWH
200-10
3
20
0
-
H
1
.
0
3
4"ø OA
3"
ø
O
A
4"ø OA
2
EG-2
6"ø
50 CFM
8"
ø
S
A
FD
FD 10"ø SA
10"ø SA
CD-1
8"ø
90 CFM
1.
GENERAL NOTES:
SEE SHEET 200-H1.01 FOR GENERAL NOTES.
KEY NOTES:
SEE FCU SCHEDULES FOR REQUIRED OA. INTO
UNIT.
TERMINATE DUCT WITH 6" WALL CAP.
1
2
CLARIFICATION: Carbon filter is an iron filtration
system with twin filters
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
.
N
O
.
RE
V
I
S
I
O
N
S
RE
V
I
S
I
O
N
S
DA
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:
D
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:
C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:24 AM9/9/2024 9:31:24 AM
4429.0094429.009
200-H1.02200-H1.02
AM
E
S
,
I
O
W
A
AM
E
S
,
I
O
W
A
WA
T
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R
P
O
L
L
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C
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T
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WA
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T
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HV
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AD
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B
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AD
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NU
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M
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D
I
F
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A
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I
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N
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-
P
H
A
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1
NU
T
R
I
E
N
T
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D
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C
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I
O
N
M
O
D
I
F
I
C
A
T
I
O
N
S
-
P
H
A
S
E
1
OF
F
I
C
E
P
L
A
N
OF
F
I
C
E
P
L
A
N
TRAVIS ANDERSONTRAVIS ANDERSON
251251
N
HVAC OFFICE PLAN
0 2' 4' 8'16'
11
I
S
S
U
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
IS
S
U
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D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
09
/
0
9
/
2
4
09
/
0
9
/
2
4
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
123251
RE
F
.
REF.
RNG.
REF.
D
W
RACK RACK
GARAGE
20031
SHOP
20030
STAIR
20026
STORAGE
20027
PARTS /
TOOL
STORAGE
20028
STORAGE
20029
MUD ROOM
20012
MAINTENANCE
OFFICE
20011
LAB
20010
CORRIDOR
20003
CONTROL
ROOM
20009
OFFICE
20008
LIBRARY
20007
OFFICE
20006
COPY /
WORK
ROOM
20005
RECEPTION
20004
VESTIBULE
20001
LOBBY
20002
CONFERENCE
/ TRAINING
ROOM
20015
TABLE &
CHAIR
STORAGE
20015A
IT CLOSET
20014
BREAK
ROOM
20013
LAUNDRY
20020 WOMENS
LOCKER
ROOM
20017
MENS
LOCKER
ROOM
20016
SHOWER
20018
SHOWER
20019
FIRST AID /
LACTATION /
SLEEP
20021
OFFICE
20022
RESTROOM
20024
RESTROOM
20025
JA
N
I
T
O
R
CL
O
S
E
T
20
0
2
3
WO
R
K
B
E
N
C
H
TV
TV
1.
GENERAL NOTES:
ALL FURNISHINGS AND APPLIANCES
HIGHLIGHTED HERE WILL BE BE PROVIDED
BY OWNER. CONTRACTOR SHALL PROVIDE
BLOCKING AND SUPPORTS IN WALLS AND
CEILINGS AS NEEDED FOR CERTAIN ITEMS.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
.
N
O
.
RE
V
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I
O
N
S
RE
V
I
S
I
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DA
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D
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:26:43 AM9/9/2024 9:26:43 AM
4429.0094429.009
200-AS1.15200-AS1.15
AM
E
S
,
I
O
W
A
AM
E
S
,
I
O
W
A
WA
T
E
R
P
O
L
L
U
T
I
O
N
C
O
N
T
R
O
L
F
A
C
I
L
I
T
Y
WA
T
E
R
P
O
L
L
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I
O
N
C
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T
R
O
L
F
A
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I
L
I
T
Y
AR
C
H
I
T
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C
T
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R
A
L
/
S
T
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A
L
AR
C
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A
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/
S
T
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A
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AD
M
I
N
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T
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A
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I
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N
B
U
I
L
D
I
N
G
AD
M
I
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I
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A
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D
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NU
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M
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I
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1
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M
O
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1
FI
R
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T
F
L
O
O
R
F
U
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N
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&
E
Q
U
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P
M
E
N
T
P
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A
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FI
R
S
T
F
L
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O
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F
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N
I
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&
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Q
U
I
P
M
E
N
T
P
L
A
N
TRAVIS ANDERSONTRAVIS ANDERSON
197197
0 2' 4' 8'16'
SCALE: 1/8" = 1'-0"
N
FIRST FLOOR FURNITURE & EQUIPMENT PLAN
11
I
S
S
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D
F
O
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09
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2
4
09
/
0
9
/
2
4
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
124252
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 088
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/21/2025
Owner: City of Ames Date Required: 4/24/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: FCU 200-12 and FCU 200-13 are addressed in CPR-009 which is in the electricians court for
pricing.
SAI, please indicate circuiting info needed for EWH200-11.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
SAI: A 20-amp, 2-pole breaker is required. Circuit number 39 and 41 in LP-200-05 can be used. Please
provide cost for wiring with CPR 009.
4/23/2025: Also provide circuiting info for EF-200-01.
SAI: EF-200-01 shall be circuited from the spare circuit on circuit 84 in LP-200-03.
Sean BridwellSMB 5/16/2025
5/20/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
125253
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 094
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/28/2025
Owner: City of Ames Date Required: 5/01/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3'
- 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation
62.25'.
Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into
the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar
spacing.
We will also need to know what rebar will need to be in the slab itself as well.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
SAI: Yes, this is an acceptable solution. See the detail attached on the last page.
JRK Jack
Karnes
5/01/2025
5/01/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
126254
HEADCELL
TANK
HEADCELL
TANK
B-1
1
20
-
A
S
3
.
0
1
2
20
-
A
S
3
.
0
1
1
20-AS3.02
2
20
-
A
S
3
.
0
2
1
20-AS3.03
1
20
-
A
S
3
.
0
4
2
20-AS3.04
3
20-AS3.04
4
20-AS3.04
5
20
-
A
S
3
.
0
4
(TYP.)
8' - 0"
RE
M
O
V
E
A
B
L
E
R
A
I
L
I
N
G
9'
-
0
"
2001G2001G
2001J2001J
21
8
7
10 (TYP.)
14
14
8
3
MONORAIL 12
13 (TYP.)
9 (TYP.)7
8
2001L2001L
8
8
4
44' - 11 15/16"
4' - 0"18' - 4"20T@11"=
21R@6.71"= 11'-9"
11
'
-
3
"
3'
-
4
"
8'
-
4
"
51
'
-
2
"
6'
-
7
"
3'
-
4
"
3'
-
1
0
"
9 1/4"
23' - 2"43' - 10"
3' - 6"
20T@11"=
21R@6.86"= 12' - 0"
13
'
-
1
1
"
36
'
-
1
"
3' - 0"11' - 0"
26
'
-
0
1
/
2
"
4'
-
0
"
31
'
-
1
"
15
'
-
2
1
/
8
"
14
'
-
1
0
7
/
8
"
50
'
-
0
"
2' - 0"
5
6
EL. 63.25
4"
4"
1
5
2
EL. 63.14
EL. 63.14
15 (TYP. OF 3)
20-AS5.02
A
ELECTRICAL
ROOM
2002
CHANNEL
AND GRIT
WASHER
ROOM
2003
EL 51.50
EL 51.50
EL 51.50
EL 63.25
EL 63.25
EL 63.25EL 63.25
1' - 0"
EL. 63.25
LANDING EL 63.25
TW 51.25
3
'
-
0
'
'
TR
E
A
D
S
(M
I
N
.
)
C-3
9"8' - 4"9"1' - 9"6' - 4"1' - 9"
7
21
10
TW 63.25
TW 63.257
21
1'
-
4
"
1'
-
4
"
EL 63.25
21
TW 63.25
EL 63.25
EL 63.25
7
10
3
20
22
DOWN
21
23 C-1
C-2
23
19 (TYP.)
17
TR
E
A
D
S
3'
-
8
"
21R @ 6.86'' = 12'-0''
20T @ 11'' = 18' - 3"5' - 2"4"18' - 4"
11
11
LANDING
EL 63.25
2 B-3
2 B-1
2 B-3
25 18
TW 63.25
14
3' - 4"
16
26
14
TW 51.25
5' - 0"
TR
E
A
D
S
3'
-
8
"
24 (TYP.)
24 (TYP.)
1.
GENERAL NOTES:
SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES
ON 990-AS6.04
KEY NOTES:
INSULATED METAL PANEL
BEAM PER DETAIL
SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD
16"x16" DUCT OPENING
PROVIDE 8" BEAM BEARING
ALUMINUM STAIRS
EMBEDDED PLANKING SUPPORTS SIMILAR TO
SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO
ALUMINUM PLANKING SUPPORTS AT GATE
PROVIDE ODOR CONTROL GASKET AT GATE PER
UNPUNCHED ALUMINUM PLANKING SIMILAR TO
STAIR LANDING PER
S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE
CAPACITY ON . PROVIDE HOIST AND TROLLEY AS
SPECIFIED.
MONORAIL SUPPORT FROM ROOF STRUCTURE PER
C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4"
CLP ANGLE CONNECTION AT PERPENDICULAR END.
PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM
WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION
BOLTS AT EACH END.
PICK POINT PER IN ELEVATED
SLAB TO LIFT EQUIPMENT BELOW.
ALUMINUM STAIRS AND LANDING SIMILAR TO
CONCRETE LANDING
STAIR OPENING
3-3-6 PRECAST WALL PANEL
12'' CMU
TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD
STRINGER MOUNTED ALUMINUM RAILING WITH
HANDRAIL
FLOOR DRAIN
CONCRETE EQUIPMENT BASE
WALL MOUNTED HANDRAIL
1
D
990-AS5.05
D
20-AS5.01
A
990-AS5.04
A
20-AS5.01
H
990-AS5.04
H
990-AS5.04
J
990-AS5.04
H
990-AS5.03
E
990-AS5.03
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
A
20-AS5.01
H
990-AS5.04 L
990-AS5.01
3
20-AS5.02
A
990-AS5.04
A
990-AS5.04
17
18
19
20
21
22
23
24
25
G
990-AS5.02
E
990-AS5.04
C
990-AS5.04
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
.
N
O
.
RE
V
I
S
I
O
N
S
RE
V
I
S
I
O
N
S
DA
T
E
:
D
A
T
E
:
C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM
4429.0094429.009
20-AS1.0320-AS1.03
AM
E
S
,
I
O
W
A
AM
E
S
,
I
O
W
A
WA
T
E
R
P
O
L
L
U
T
I
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N
C
O
N
T
R
O
L
F
A
C
I
L
I
T
Y
WA
T
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P
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L
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I
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N
C
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T
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F
A
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TRAVIS ANDERSONTRAVIS ANDERSON
8282
UPPER LEVEL PLAN
0 1' 2' 4'8'N
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Epoxy 90 degree bent
rebar into wall.
What rebar is to be
installed in the slab?
??
??
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
127255
12" PRECAST
CONCRETE PLANK
#6@12"#7@12"
DOWELS
#5@12"
DOWELS
#6@12"
#7@6"
DOWELS
LA
P
1'
-
9
"
LA
P
1'
-
9
"
#5@12"#5@12"
#4@8"
#7@12"
#4@8"#7@12"
#5@12"
DOWELS
#7@12"
3
4
1
#3@8"
STIRRUPS
1'-2" W x 1'-8"
D BEAM
(TYP OF 2)
6"x6" CHAMFER
4
1
7
3
5
9
1 3/4"
2
#4@8"
LA
P
1'
-
6
"
6
3
3-3-6 PRECAST
WALL PANEL (TYP.)
LA
P
2'
-
1
1
"
1'
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2
"
LA
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2'
-
1
1
"
1'
-
2
"
(TYP.)
1' - 0"
8"
2'
-
4
"
EL. 54.00
EL. 47.50
8"
#4@8" DOWEL
T/ SLAB
EL. 38.42
EL. 59.25
12 (TYP.)
EL. 63.25
LAP
1' - 6"
EL. 48.51
EL. 78.00
PLANK BRG.
EL. 63.25
T/ SLAB
FLOOR
11
CL
R
.
3"
APPOXIMATE
EXCAVATION
LIMITS
CL
R
.
3"
102~#7
3~#7
8
2
3'
-
0
"
9
EL. 56.17
T.O PRECAST WALL
EL. 83.50
14
14
#5@12"
DOWELS (TYP.)
LA
P
(
T
Y
P
.
)
1'
-
9
"
#4@8"
#7@12"#6@12"
3 3
2
4
1
#5@12"
(TYP.)
8"
3 EL. 38.42
EL. 54.00
EL. 56.00
EL. 63.25
(TYP.)
1' - 0"
1'
-
2
"
LAP (TYP.)
1' - 6"
10
12 (TYP)
4
1.
GENERAL NOTES:
FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE
DRAWING 990-AS6.04
KEY NOTES:
12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC
CRUSHED STONE FILL
ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC
WATERSTOP
#4@8" THREADED DOWEL BAR REPLACEMENTS
#6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL
WITH 6" EMBEDMENT
CONTINUE #8 HORIZONTAL BARS ABOVE OPENING.
PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE
HEAD CELLS IN PLACE OF VERTICAL BARS.
FLOWABLE FILL
TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL
BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED.
4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS
REQUIREMENTS.
ALUMINUM PLANKING SIMILAR TO
2'' BOARD INSULATION
ALUMINUM RAILING
CONCRETE FILL PER MANUFACTURES REQUIREMENTS
INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND
CONCRETE CONE TO FACILITATE GRIT TOWARD
COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER
AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP
WITH MANUFACTURER.
1
2
3
4
5
6
7
8
9
10
11
12
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990-AS5.04
A
990-AS5.04
13
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A S S O C I A T E S ®
SHEETSHEET
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:17 AM9/9/2024 9:20:17 AM
4429.0094429.009
20-AS3.0220-AS3.02
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TRAVIS ANDERSONTRAVIS ANDERSON
8989
0 1' 2' 4'8'
0 1' 2' 4'8'
20-AS3.02
1SECTION
20-AS3.02
2SECTION
11
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RFI 2
What rebar is to be
installed in the slab?
4' 1/8"
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
128256
PROVIDE #5@12"x2'-0" LONG
DRILLED ADHESIVE
ANCHOR DOWEL, EMBED 4",
EACH END OF WALKWAY
3' 10"
1' 4"
1'
1' 4"
1' 2"
3 1/8"
MIN. (TYP.)
#5@12"x3'-4" LONG, BENT
ADHESIVE ANCHOR DOWELS,
EMBED 6"
#5@12"
wall that has already
been poured.
EL. 63.25
2"
C
L
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SAI; PROPOSED
DETAIL
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
129257
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 113
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 6/03/2025
Owner: City of Ames Date Required: 6/06/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and
WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on
what will call for the wells pumps to run?
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run
similar to existing based on pressure switch located at pressure tanks (WT-200-01/02).
See the upcoming CPR for additional information.
Chris Wright 6/13/25Chris Wright
6/13/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
130258
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
I
N
.
1'
-
0
"
1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
PUMP
MIN.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM
4429.0094429.009
990-P5.02990-P5.02
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TRAVIS ANDERSONTRAVIS ANDERSON
287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
11
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
131259
SEG\tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx
July 31, 2025
CHANGE ORDER NO. 5
Description of Change
reducer on the discharge of each influent pump, replace
the existing expansion joints with six new 16- by 18-inch
concentric expansion joints, and install new 18-inch
install of one 20-inch gate valve with electric actuator
and two 30-inch gate valves with electric actuators. Refer
walkway in Structure 20 in accordance with RFI No. 094.
RFI Nos
Grit Building in accordance with CPR No. 009. Refer to
vent cover in the Administrative Building in accordance
with CPR No. 010. Supply and install a power receptacle
power for an Owner-provided fan in the reception area in
accordance with CPR No.
compressor and dryer in accordance with CPR No. 014.
accordance with CPR No. 011. Change copy room
countertops to solid surface. Add
locations in the reception room. Refer to PCO No. 021
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
4132
City of Ames–Woodruff Construction, Inc.
Contract 2024-089, Change Order No. 5
Page 2
SEG:tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx
programming for the well pumps used for Structure 200
domestic cold water supply
Control Box A gate. Replace the seals and actuator on the
existing Control Box A gate. Refer to PCO No. 026 from
knockout panel on the mezzanine in Structure 20. Supply
and install a chain-operated overhead
Structure 20 on the mezzanine
four post bases for a removable railing in front of the
door. Refer to PCO No. 020 from Contractor.
Contract Price Adjustment
Contract Substantial Completion Date Adjustment
Contract Final Completion Date Adjustment
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
5133
City of Ames–Woodruff Construction, Inc.
Contract 2024-089, Change Order No. 5
Page 3
SEG:tll\S:\MAD\4400--4499\4429\014\Construction\Change Orders\CO 05\CO 5.docx
This document shall become a supplement to the Contract and all provisions will apply hereto.
RECOMMENDED
®
APPROVED
RECOMMENDED
APPROVED
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
7/31/2025
7/31/2025
8/1/2025
6134
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 3, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-009 - Electrical Equipment Changes\CPR-009 - Electrical Equipment Changes.docx
COST PROPOSAL REQUEST NO.: 009
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 80-E1.01
009-01 Mini-CAS enclosures for NRP-80-01, NRP-80-02, and P-80-01 shall be deleted. General Note 9 and
Key Note 7 shall be deleted.
Drawing 200-E6.03
009-02 Power DWHP-200-01 from a spare 20-amp, single-pole breaker in LP-200-04. Provide a single-phase
motor switch as a disconnecting means for the pump.
009-03 Power FCU-200-12 from 15-amp, two-pole breaker in LP-200-03.
009-04 Power FCU-200-13 from 15-amp, two-pole breaker in LP-200-04.
009-05 Power the ACCU-200-01 second module from 35-amp, three-pole breaker in LP-200-02. Provide a
non-fusible disconnect at the unit.
009-06 Provide a receptacle powered from LP-200-04, circuit 52, spare 20-amp, single-pole breaker for the
dryer vent booster fan located in the Laundry Room (Room 20020).
009-07 Power the ACCU-200-02 second module from 35-amp, three-pole breaker in LP-200-02. Provide a
non-fusible disconnect at the unit.
Drawing 990-E6.03
009-08 Mini-CAS shall not be at the unit. "@ UNIT” shall be deleted in controls and interlocks column. Mini-
CAS shall be in NRP-80-01, NRP-80-02, and P-80-01 MCC-1 starter buckets. Change “9~#14” to
“6~#14” in the associated conduit and wire column for NRP-80-01 and NRP-80-03 and “26~#14” to
“18~#14” for P-80-01.
009-10 For EF-10-04, add “THERMOSTAT” in the controls and interlocks column and change “4~#14” to
“6~#14” in the conduit and wire column.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
7135
Cost Proposal Request No. 009
Contract 2024-089
Page 2
April 3, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-009 - Electrical Equipment Changes\CPR-009 - Electrical Equipment Changes.docx
DESCRIPTIONS AFFECTING THE SPECIFICATIONS
Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.C
009-11 Change the last two sentences of paragraph 2 to “There is a 120-volt AC control module furnished with
the unit as specified in Division 43 for thermal and moisture detection that shall be installed in the MCC
bucket by System Supplier.”
Section 26 09 00-CONTROLS AND INSTRUMENTATION-3.01.G
009-12 “Basin 1-Basin 2” selector switch shall be on P-80-01 MCC-1 bucket. Delete “(Mini-CAS enclosure at
unit”) from paragraph 4. Change the last two sentences of paragraph 6 to “There is a 120-volt AC
control module furnished with the unit as specified in Division 43 for thermal and moistu re detection
that shall be installed in the MCC bucket by System Supplier.”
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
8136
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 4, 2025
TJA:tll\S:\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-010 - Str 200 Dryer Vent\CPR-010 - Str 200 Dryer Vent.docx
COST PROPOSAL REQUEST NO.: 010
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-H1.02
010-01 Route 4” dryer vent duct from dryer to north exterior wall adjacent to door 20013A. Ductwork shall be
galvanized construction as specified. Terminate with dryer exhaust vent cover. Vent color to be
matching with exterior wall color.
010-02 Provide inline dryer vent booster fan Fantech model DBF4XL, or equal with power cord. Fan shall be
mounted above drop ceiling in Laundry 20020.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
9137
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx
COST PROPOSAL REQUEST NO.: 011
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-AS4.08
011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached
revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER.
Drawing 200-E1.03
011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the
electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached
for reference.
011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath
the window and above the OWNER-provided desk.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10138
SAI: Remove knee wall, steel plate supports,
countertop support brackets, and countertop.
Furniture will be provided by Owner.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
11139
IS
S
U
E
D
F
O
R
C
O
N
S
T
R
U
C
T
I
O
N
09
/
0
9
/
2
4
SAI: This will be a
hardwired connection to
power panel on Owner-
provided furniture.
SAI: Remove
this receptacle.
SAI: Add fourplex
receptacles.SAI: Remove
this receptacle.
SAI: Move this
receptacle under desk.
SAI: Remove
these receptacles.
SAI: Change to
duplex receptacle.
SAI: Change to
fourplex receptacle.
SAI: Change to
duplex receptacle.
SAI: Change to
fourplex receptacle.
SAI: Remove this
receptacle.
SAI: Remove this
receptacle.
SAI: Move this
receptacle south near
corner to avoid desk.
SAI: Remove this
receptacle.
SAI: Move gang box
and Key Note 19.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
12140
RE
F
.
REF.
RNG.
REF.
D
W
RACK RACK
TV
TV
4995BLR Closed Base for 4994 2
MR-611H Magnuson Group Mega Rak 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
2012 Single Coat Hook 2
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
KEY 104E
LIBRARY
20007
LOCATION TBD
VESTIBULE
20001
RESTROOM
20024
SHOWER
20019
JANITOR
CLOSET
20023
CORRIDOR
20003
KEY 107E
TRIPLE TRAYLETTER WALL RACK
BIG & TALLIGNITION CHAIR
BIG & TALLIGNITION CHAIR
CONFERENCE/
TRAINING
ROOM
20015
BIG & TALLIGNITION CHAIR
KEYSFR305 - FR310
MAINTENANCE
OFFICE
20011
WOMENS
LOCKER
ROOM
20017
STAIR
20026
RESTROOM
20025
OFFICE
20022
NUCLEUS CHAIRW/ FABRIC SEAT
GARAGE
20031
KEY 115E
OFFICE
20006
OFFICE
20008
MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA
KEY 112E KEY 109E
KEY 119E
KEY 114E
TABLE & CHAIR
STORAGE
20015A
KEY 110E
KEY 113E
KEY 111E
KEY 105E
KEY 101E
KEY 104E
COPY/WORK
ROOM
20005
SHOWER
20018
BREAK
ROOM
20013
KEY 114E
RECEPTION
20004
LAB
20010
IDEAL POWERLOCATION
LAUNDRY
20020
KEY 117E
MUD ROOM
20012
STORAGE
20029
KEY 106E
STORAGE
20027
BIG & TALLIGNITION CHAIR
LOBBY
20002
KEY 102E
IT CLOSET
20014
PARTS/TOOL
STORAGE
20028
TRIPLE TRAYLETTER WALL RACK
KEY 116E
CONTROL
ROOM
20009
FIRST AID/
LACATION/
SLEEP
20021
KEY 103E
KEY 118ESHOP
20030
KEY 108E
MENS
LOCKER
ROOM
20016
COAT HOOKS
25D X 72W
4'x6' MARKERBOARD
3'x
3
'
M
A
R
K
E
R
B
O
A
R
D
42" AFF
60" AFF
3'x4' MARKERBOARD
FI
S
H
T
AN
K
4'x6' MARKERBOARD
60" AFF
SEATING & MARKERBOARD ONLY
EXISTING SHELVING
MOBILE COAT RACK
42" AFF
4'x6' BULLETIN BOARD
12 CHAIRS WITHOUT ARMS
BU
L
L
E
T
I
N
B
O
A
R
D
4'x
6
'
4'x6' BULLETIN BOARD
CE
N
T
E
R
B
E
T
W
E
E
N
W
I
N
D
O
W
S
4'x6' MARKERBOARD
COAT HOOK60" AFF
60" AFF
3'x
4
'
M
A
R
K
E
R
B
O
A
R
D
COAT HOOK
60" AFF
EXISTING SHELVING
EXISTING SHELVING
36 CHAIRS WITH ARMS
4'x
8
'
M
A
R
K
E
R
B
O
A
R
D
COAT HOOK
4'x6' MARKERBOARD
3'x
4
'
M
A
R
K
E
R
B
O
A
R
D
COAT HOOK
0' -10"
1' -7-1/4"
1'
1'
1'
3' -
9
-
1
/
4
"
1'
1' -11-1/4"
0'
-
9
-
1
/
2
"
0'
-
1
0
-
3
/
4
"
0'
-
9
-
1
/
2
"
1'
3' -10"
7'
-
1
0
"
3' -10"
1' -7-1/2"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
CR CL
1f
t
30
/
3
0
1f
t
HS
D
G
48
42H
MP
4
8
4
30
/
6
5
BBF
30/48
FEP
36/42
30
/
5
1
30
/
4
8
30
/
4
8
36/3
MP
6
0
4
SL3029F
FEP
MP
3
0
4
24
x
3
6
x
2
9
24
x
3
6
x
2
9
BBF
To
p
48
SL3029F
BB
F
30
/
7
2
/
3
0
H
24
x
3
6
x
6
6
MP484
18
x
2
4
x
6
6
18
x
3
6
x
6
4
30
/
7
2
/
3
0
H
2141XLAL
24
/
4
2
30
/
7
2
/
3
0
H
48/65
30/72
HATB-2S-T HATB-2S-T
FEP
22
/
4
8
F
MP
2
4
4
BB
F
MP484
65E-F
48
SL3029F
30
/
7
2
/
3
0
H
48/65
30
/
4
8
24
/
4
2
MP
3
0
4
30
/
7
2
/
3
0
H
36/5
FE
P
L
Ga
n
g
36/5
60
HF23B
30
/
2
4
5f
t
HF23B
35
W
HS
D
G
1f
t
SL
3
0
2
9
F
HF23B
Ga
n
g
2141XLAL
35
W
5f
t
1f
t
H37-1/8-N
Ga
n
g
35
W
28/70
5f
t
24/30
48/35
36
1f
t
24
x
3
6
x
2
9
BB
F
HS
D
G
5f
t
30/48
Ga
n
g
65E-F
FF
SL3029F
HF23B
FE
P
FF
FF
BB
F
SL
3
0
2
9
F
30
/
5
4
22
/
4
8
F
Top
BBF
PU
L
L
Ga
n
g
2012
1f
t
5f
t
Ga
n
g
FB
1f
t
1f
t
MP
4
8
4
5f
t
60
/
4
8
/
3
0
/
3
0
HF23C
30
/
7
2
/
3
0
H
BB
F
30
/
6
5
MP
4
8
4
30
/
2
7
H37-1/8-N
18
x
2
4
x
6
6
FEP
FEP
65E-F
1f
t
Ga
n
g
FF
FEP
Ga
n
g
36
/
3
1f
t
MP
4
8
4
48/42
Ga
n
g
CD
P
A
_
R
CD
P
A
_
R
Ga
n
g
1f
t
5f
t
WB
K
18
x
4
2
x
6
4
3172BL
24
x
3
6
x
2
9
FEP
Ga
n
g
24
x
3
6
x
6
6
1f
t
1f
t
5f
t
CD
P
A
_
L
5f
t
WB
K
5f
t
72
/
4
8
/
2
4
/
3
0
FEP
5f
t
5f
t
30
/
3
0
HA
T
B
-
2
S
-
T
FEP
BBF
MP
3
0
4
65
T
Ga
n
g
H37-1/8-N
BB
F
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
SL
FB
22
/
4
8
F
1f
t
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
1f
t
H37-1/8-N
65E-F
MP
3
0
4
BB
F
36/42
5f
t
HS
D
G
MR-611H
5f
t
BB
F
30
/
7
2
/
3
0
H
30
/
4
8
48
48
Ga
n
g
PU
L
L
65E-F
30
/
7
2
/
3
0
H
48/65
Ga
n
g
30
/
7
2
/
3
0
H
1f
t
30
/
7
2
/
3
0
H
2012
SL3029F
FEP
HF23B
36/5
HSDG
HF23C
BBF
48/65
CD
P
A
_
L
30
/
7
2
/
3
0
H
1f
t
1f
t
BB
F
CM
P
6
0
1
4
5f
t
Ga
n
g
30/48
5f
t
30
/
2
4
49
9
4
Ga
n
g
72
/
4
8
/
2
4
/
3
0
5f
t
30
/
4
8
FEP
30
/
6
5
30
/
7
2
/
3
0
H
36
/
5
MP
4
8
4
Ga
n
g
48
5f
t
WB
K
1f
t
FF
30/72
65
E
-
F
WB
K
35
W
49
9
4
2012
1f
t
30/60
HATB-3S-T
5f
t
30
/
7
2
/
3
0
H
35
W
30
/
7
2
/
3
0
H
18
x
3
6
x
6
4
FEP
30/48
H37-1/8-N
30
/
6
0
20X28
FEP
48
3172BL
Ga
n
g
MP
4
8
4
HATB-2S-T
36/5
1f
t
65E-F
HS
D
G
BB
F
4995BLR
Ga
n
g
24
x
3
6
x
2
9
36/5
Ga
n
g
30
/
7
2
/
3
0
H
48
30
/
7
2
30
/
6
5
60
H37-1/8-N
Ga
n
g
30
/
7
2
/
3
0
H
24
x
3
6
x
2
9
65
E
-
F
24/30
30
/
4
8
MP604
5f
t
30
/
3
0
SL
3
0
2
9
F
HF23C
30
/
7
2
/
3
0
H
5f
t
FF
FE
P
R
FEP
BB
F
30/72
22
/
4
8
F
H37-1/8-N
CL
CL
CL
SC
FB
FB
FB
CR CLCR CLCLCR
SL
SL
DP
A
_
R
DPA_L
DP
A
_
L
D
P
A
_
R
DP
A
_
L
DPA_R
29H29H
6060
HM
G
1
HMG
1
HMG1
HMG
1
HMG1
HM
G
1
HMG
1
HMG1
HM
G
1
HMG1
HMG
1
HM
G
1
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HI
G
S
6
HI
G
S
6
HI
G
S
6
HIGS6
HI
G
S
6
HIGS6
HI
G
S
6
HIGS6
HI
G
S
6
HIGS6
KB
KB
HNR1
HI
W
M
M
HI
W
M
M
HI
W
M
B
T
HIWMM
HI
W
M
M
HIWM
B
T
HIWM
M
HIWM
B
T
HI
W
M
M
HIWMMHIWMM
HIWM
B
T
HIWM
M
HIWMM
HI
W
M
M
HI
W
M
M
HIWM
M
HIW
M
M
HIWM
M
HMG5HMG5 HMG5HMG5
HICS
7
HICS
7
HICS
7
HICS
7
HU
S
L
M
O
D
1
3
7
2
HU
S
L
M
O
D
1
3
7
2
HT
L
L
E
C
T
A
14
x
3
6
x
3
7
HF23C
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23B
HF23C
HF23C
HF23B
HF23C
48/3
0
HF23C
HF23B
HF23C
HF23C
HF23B
HF23B
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23B
HF23C
HF23C
HF23C
HF23C
HF23C
48/3
0
HF23C
HF23C
HF23C
14
x
3
6
x
3
7
HF23B
HF23C
15/48
VH7-F
WT
H
WT
H
WT
H
WT
H WT
H
WT
H
WT
H
WT
H
WT
H
WT
H
36
x
7
2
H
36
x
7
2
H
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
22
/
4
8
F
22
/
4
8
F
22
/
4
2
F
MA
MA
MA
MA
MA
MA
MA
15/72 15/48
MA
MA
22/54F
22/54F22/48F
22/48F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
42
42
42
42
LK
R
/
D
/
3
0
/
7
2
-
6
LK
R
/
D
/
3
6
/
7
2
-
6
L
K
R
/
D
/
3
6
/
7
2
-
6
TC48-F TC36-F TC48-FTC36-F
TC
3
0
-
F
TC48-F
TC48-F
TC
3
0
-
F
TC48-F
TC
3
0
-
F
TC
3
0
-
F
TC48-F
PAGE NO.
THESE TERMS AND CONDITIONS.
CONSTITUTES AGREEMENT TO
ACCEPTANCE OF THIS DOCUMENT
OR DESTROYED AS INSTRUCTED.
RETURNED TO WORKSPACE INC.
NOTES AND ANALYSIS, MUST BE
ALL COPIES, EXTRACTS, RELATED
THIS DOCUMENT, ALONG WITH
DEMAND OF WORKSPACE INC.,
RIGHTS RESERVED. UPON THE
WORKSPACE INC. ALL PATENT
WRITTEN CONSENT OF
MANNER WITHOUT THE EXPRESS
LOANED, OR USED IN ANY OTHER
BE DISCLOSED, REPRODUCED,
INFORMATION HEREIN MUST NOT
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED IN
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
1/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA
50309
PROJECT DESCRIPTION
Admin Building
d:\DESIGN
PROJECTS\A-F\CITY OF
AMES\RFPS\25
0121_AMESCI_WATER
POLLUTION CONTROL PLANT
ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
Nathan Wells
Ames Water
Pollution Control
Plant
Holly Reeves
DESIGNER
DATE
PROJECT
WORKPLACE CONSULTANT
Drawing from furniture supplier
- furniture provided by OWNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
13141
TV
2012 Single Coat Hook 2
MOUNT THIS
TRANSACTION COUNTER
AT 32" AFF FOR ADA
LOCATION TBD
COPY/WORK
ROOM
20005
VESTIBULE
20001
LOBBY
20002
IDEAL POWER
LOCATIONRECEPTION
20004
KEY 101E
NUCLEUS CHAIR
W/ FABRIC SEAT
COAT HOOKS
4'x6' BULLETIN BOARD
FI
S
H
T
AN
K
4'x6' MARKERBOARD
'x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
4'x6' BULLETIN BOARD
0' -10"
3' -
9
-
1
/
4
"
1'
7'
-
1
0
"
CR CL
HATB-3S-T
60
/
4
8
/
3
0
/
3
0
FEP
2012
42H
HS
D
G
36/42
CM
P
6
0
1
4
30
/
5
1
36/42
35
W
HF23C
FB
BB
F
48/35
36
FE
P
L
CD
P
A
_
L
48/42
35
W
HF23C
FE
P
R
FF
28/70
CD
P
A
_
R
HF23C
BB
F
FF
CR CLCL CL
CR CR
HNR1
HICS
7HICS
7
HICS
7
HICS
7
HF23C
HF23C
HF23C
HF23C
48/3
0
15/48
VH7-F
MA
15/72 15/48
TC48-F TC48-FTC36-F TC36-F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
2/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
14142
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20006
TRIPLE TRAY
LETTER WALL RACK
20005
BIG & TALL
IGNITION CHAIR
KEY 102E
LIBRARY
20007
4'x6' MARKERBOARD
COAT HOOK
60" AFF
42" AFF
1'
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
x4
2
x
6
4
24
x
3
6
x
2
9
24
x
3
6
x
6
6
30
/
2
4
36/536/5
18
x
2
4
x
6
6
48
36/5
3172BL
FB
HF23B
BB
F
PU
L
L
24
x
3
6
x
2
9
HF23B
24
/
4
2
HF23B
HF23B
HF23B
72
/
4
8
/
2
4
/
3
0
2012
24/30
24
x
3
6
x
2
9
36/5
60
36
/
5
FB
HI
G
S
6
HI
G
S
6
KB
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23B
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
3/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
PROJECT DESCRIPTION
05/12/25
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
15143
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
4995BLR Closed Base for 4994 2
KEY 107E
LIBRARY
20007
BIG & TALL
IGNITION CHAIR
60" AFF
COAT HOOK
60" AFF
COAT HOOK
42" AFF
1'
1'
3' -10"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
HX
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
18
x
4
2
x
6
4
BB
F
49
9
4
72
/
4
8
/
2
4
/
3
0
36/536/5
60
HF23B
60
48
48
36/5
BB
F
4995BLR
PU
L
L
24
x
3
6
x
2
9
24
x
3
6
x
2
9
49
9
4
24
/
4
2
2012
36/5
24/30
24/30
3172BL
36
/
5
FB
PU
L
L
24
/
4
2
72
/
4
8
/
2
4
/
3
0
20123172BL
FB
FB
HI
G
S
6
HI
G
S
6
HI
G
S
6
HI
G
S
6
KB
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23C
HF23B
HF23B
HF23B
MA
MA
22/48F
22/54F22/48F
22/54F
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
4/12
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
16144
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20008
TRIPLE TRAY
LETTER WALL RACK
KEY 103E
BIG & TALL
IGNITION CHAIR
KEY 105EKEY 104E
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
42" AFF
COAT HOOK
4'x6' MARKERBOARD
1'
0'
-
9
-
1
/
2
"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
24
x
3
6
x
2
9
BBF
3172BL
SL
3
0
2
9
F
BB
F
49
9
4
72
/
4
8
/
2
4
/
3
0
60
FE
P
30
/
2
4
48
18
x
2
4
x
6
6
Top
49
9
4
2012
24
x
3
6
x
2
9
MP604
24/30
HSDG
24
x
3
6
x
6
6
PU
L
L
36/3
24
x
3
6
x
2
9
24
/
4
2
30/60
CL
FB
FB
HI
G
S
6
HI
G
S
6
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HF23B
HF23C
HF23C
14
x
3
6
x
3
7
HF23B
HF23B
48/3
0
HF23B
HF23B
HF23B
MA
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
5/12
PROJECT DESCRIPTION
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
DATE
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
17145
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
KEY 104E
KEY 106E
CONTROL
ROOM
20009
BIG & TALL
IGNITION CHAIR
KEYS
FR305 - FR310
KEY 105E
KEY 104E
BIG & TALL
IGNITION CHAIR
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
4'x6' MARKERBOARD
3'x4' MARKERBOARD
60" AFF
COAT HOOK
1' -11-1/4"
1'
0'
-
9
-
1
/
2
"
BBF
SL
3
0
2
9
F
36/3
2141XLAL
SL3029F
MP
6
0
4
HSDGMP604Top
FE
P
BB
F
3
0
/
6
0
24
x
3
6
x
6
6
HA
T
B
-
2
S
-
T
18
x
3
6
x
6
4
30/60
FEP
30
/
5
4
CL
HIGS6 HIGS6
HI
W
M
B
T
HIW
M
B
T
HF23C
HF23C
HF23C
HF23C
48/3
0
MA
MA
LK
R
/
D
/
3
0
/
7
2
-
6
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
6/12PAGE NO.
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Ames Water
Pollution Control
Holly Reeves
[Order entry,
Contract
Nathan WellsWORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
18146
2141XLAL
LAB
20010
TRIPLE TRAY
LETTER WALL RACK
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
SEATING & MARKERBOARD ONLY
BU
L
L
E
T
I
N
B
O
A
R
D
COAT HOOK
4'
x
6
'
60" AFF
1'
1'
1' -11-1/4"
0'
-
9
-
1
/
2
"
0'
-
1
0
-
3
/
4
"
1' -7-1/2"
FEP
MP
4
8
4
FEPFEP
48
SL
FEP
48
FEP
MP
4
8
4
MP
3
0
4
FEP
MP
4
8
4
22
/
4
8
F
22
/
4
8
F
48
HIW
M
M
HIWMM
HF23C
HF23C
HF23C
HF23C
HF23B
HF23C
HF23C
HF23C
HF23B
WT
H
WT
H
WT
H
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
05/12/25
PAGE NO.7/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
Nathan Wells
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
19147
KEY 114E
KEY 110E
KEY 113E
KEY 111E
KEY 114E
KEY 109EMAINTENANCE
OFFICE
20011
KEY 108E
KEY 112E
4'x6' MARKERBOARD 4'x6' MARKERBOARD
4'
x
6
'
BU
L
L
E
T
I
N
B
O
A
R
D
1' -7-1/4"1' -7-1/2"
BB
F
22
/
4
8
F
To
p
FEP
HATB-2S-T
FEP
HATB-2S-T
FEP
MP
4
8
4
FEP
30/72
FEPFEP
FEP
48
FEP
22
/
4
8
F
BB
F
18
x
3
6
x
6
4
BB
F
SL
30/72
30
/
4
8
FEP
30
/
4
8
MP
4
8
4
BB
F
30
/
4
8
FEP
FEP
30
/
7
2
MP
4
8
4
48
FEP
30
/
4
8
BB
F
22
/
4
8
F
48
MP
4
8
4
HATB-2S-T
36
/
3
30
/
4
8
30
/
4
8
48
MP
4
8
4
48
22
/
4
8
F
MP
3
0
4
30/72
BB
F
MP
4
8
4
48
SC
HIGS6HIGS6
HI
W
M
M
HI
W
M
M
HI
W
M
M
HIWMMHIWMM
HI
W
M
M
HIWMM
HI
W
M
M
HI
W
M
M
HF23C
HF23C
HF23C
HF23CHF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
WT
H
WT
H
WT
H
WT
H
WT
H
WT
H
22
/
4
8
F
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
8/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
WORKPLACE CONSULTANT
DATE
DESIGNER
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
20148
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
KEY 119E
OFFICE
20022
KEY 115E
KEY 118E
KEY 116E
KEY 117E
COAT HOOK
4'
x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
1'
HS
D
G
30
/
3
0
WB
K
30/48
65E-F
HS
D
G
FF
SL3029F
MP
2
4
4
WB
K
30
/
3
0
MP484
65E-F
30
/
6
5
FF
BBF
30/48
SL
3
0
2
9
F
SL3029F
48/65
BBF WB
K
MP
3
0
4
SL3029F
36/5
65E-F
MP
3
0
4
CD
P
A
_
L
35
W
SL3029F
30
/
6
5
30/48 BBF
MP484
HS
D
G
65E-F
SL
3
0
2
9
F
2141XLAL
30/48
FF
35
W
30
/
3
0
65
T
MP
3
0
4
30
/
6
5
30
/
6
5
48/65
WB
K
30
/
2
7
65
E
-
F
BBF
FF
HS
D
G
48/65
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6
HIW
M
M
HIW
M
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HIW
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M
HIW
M
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HF23C
HF23C
HF23C
48/3
0
48/3
0
48/3
0
48/3
0
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
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22
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22
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MA
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1
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TC
3
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TC
3
0
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TC
3
0
-
F
TC48-FTC48-F
TC
3
0
-
F
TC48-F
TC48-F
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
PROJECT DESCRIPTION
9/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
[Order entry,
Contract
Holly Reeves
Ames Water
Pollution Control
Nathan Wells
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
21149
2141XLAL Coat Rack w/ 5 hooks on a flush plate
CORRIDOR
20003
KEY 119E
FIRST AID/
LACATION/
SLEEP
20021
COAT HOOK
60" AFF
1'
MP
3
0
4
30
/
6
5
30
/
3
0
SL3029F
30/48
HS
D
G
MP484
SL
3
0
2
9
F
65E-F
BBF
2141XLAL
65E-F
20X28
CL
DPA_L
HIW
M
M
48/3
0
HF23C
HF23C
WT
H
22
/
4
2
F
MA
HL
E
D
1
7
A
S
42
TC
3
0
-
F
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
10/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
[Order entry,
Contract
Holly Reeves
Nathan Wells
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
22150
REF.
RNG.
REF.IT CLOSET
BREAK
ROOM
20013
TABLE & CHAIR60
29H 29H
60 HM
G
1
HMG1
HM
G
1
HMG1
HMG1
HMG1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HMG5HMG5HMG5HMG5
LK
R
/
D
/
3
6
/
7
2
-
6
LK
R
/
D
/
3
6
/
7
2
-
6
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
11/12
05/12/25
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
PAGE NO.
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
PROJECT
WORKPLACE CONSULTANT
DESIGNER
DATE
KEYS
FR311 - FR322
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
23151
RACK RACK
TV
MR-611H Magnuson Group Mega Rak 1
TABLE & CHAIR
STORAGE
20015A
LOCATION TBD
IT CLOSET
20014
CONFERENCE/
TRAINING
ROOM
20015
25D X 72W
36 CHAIRS WITH ARMS
MOBILE COAT RACK
12 CHAIRS WITHOUT ARMS
1f
t
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5f
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Ga
n
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Ga
n
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Ga
n
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H37-1/8-N
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1f
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t
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t
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
Ga
n
g
H37-1/8-N
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
H37-1/8-N
MR-611H
5f
t
5f
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30
/
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2
/
3
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30
/
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2
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n
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g
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t
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t
30
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/
7
2
/
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0
H
1f
t
30
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2
/
3
0
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Ga
n
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Ga
n
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2
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0
H
H37-1/8-N
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
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7
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H
PAGE NO.
PROJECT DESCRIPTION
05/12/25
12/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
PROJECT
DATE
DESIGNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
24152
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 3, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx
COST PROPOSAL REQUEST NO.: 0014
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200-
01 from this breaker. Provide a non-fusible disconnect at the unit
009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
25153
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx
COST PROPOSAL REQUEST NO.: 015
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception
fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch.
Coordinate location with OWNER in Room 20004.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
26154
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
July 2, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
COST PROPOSAL REQUEST NO.:016
TO:Woodruff Construction, Inc.
ISSUED BY:Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE SPECIFICATIONS
Sections 26 09 00 and 26 09 90
016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank
control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed
as part of the Administration Building demolition. Provide the following I/O and controls to maintain
functionality of the well pumps. Controls described below shall be provided in SCC-200 and be
messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be
provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time
required to implement PLC and SCADA HMI programming additions:
SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
200
OFFICE WATER
SUPPLY WELL PUMP
PRESSURE SWITCH
PS-200-
01 1 0 0 0 2~#14 FROM PRESSURE SWITCH
RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
2 WELL PUMP NO. 1
START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
2 WELL PUMP NO. 2
START/STOP
WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand-
Off-Auto switch as follows:
1.In SCADA “Hand,” the pump shall start and run.
2.In SCADA “Auto,” the pumps shall be controlled as follows:
a.When the office water supply pressure falls below the well pump pressure switch
(PS-200-01) setpoint, the lead pump shall start and run. When the office water
supply pressure rises above the well pump pressure switch setpoint, the lead pump
shall shut down.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
27155
Cost Proposal Request No.016
Contract 2024-089
Page 2
June 30,2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for
alternation of the pumps as follows:
(1)In the “Fixed” mode, the operator shall be able to select the lead pump
with the unselected pump automatically becoming the standby pump.
Alternation of the pumps shall be done manually by the operator.
(2)In the “Automatic” mode, there shall be an automatic alternator within this
PLC that shall rotate the pump sequence each time the lead pump shuts
down.
(3)If the lead pump is called to run and fails to start (call-to-run fail), is
operating and fails, or is taken out of "Auto” (SCADA selector switch),
the standby pump shall rotate into the lead position.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-P7.08
0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on
attached drawing.
0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing.
Drawing 200-E1.04
0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply
piping.Pressure switch shall be as specified in Section 26 09 00.2.15.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
28156
1.53/4" DCW
1.53/4" DHW
43/4" DCW
1.53/4" DHW
1.53/4" DCW
BV
18.51 1/2" DCW
1.53/4" DCW
1.53/4" DHW
3/4" DHWR
BV
BV
BV
BV
BV
31" DCW
31" DHWEEWS-1
1.53/4" DCW
1.53/4" DHW
101" DCW
101" DHW BV
BV
BV
BV
BV
L-1
L-1
L-1
L-1
LT-1
WB-1
UR-1
L-1
L-1
SK-1
WH-1
SK-2
SK-2
SK-2
SK-1
MB-1
23/4" DCW
23/4" DHW
23/4" DCW
23/4" DHW81" DHW
401 1/2" DCW
13/4" DCW
13/4" DHW
23/4" DCW
BV
BV
SK-1
23/4" DHW
23/4" DCW
13/4" DCW
13/4" DHW
33/4" DHW
33/4" DCW
131" DCW
131" DHW
(TYP.)
21" DHW
141" DCW
21" DCW
21" DHW
WATER HAMMER
ARRESTOR
WH-1
BV
43/4" NPW
BV
BV
TMV-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
1.53/4" DCW
1.53/4" DHW
1.53/4" DCW
1.53/4" DHW
61 1/2" DCW
CIRCUIT SETTER
61 1/4" DCW
BV
BV
RPZ
BV
75.251 1/2" DCW
31.51 1/2" DHW
0.53/4" DCW
WC-1
WC-1
WC-1
WC-1
WC-1 WC-1
WC-1
EWC-1
(TYP.)
(TYP.)
21" DCW
21" DHW
21" DCW
21" DHW
BV
BV
3/4" DHWR
WH
200-01
DHWP
200-01
BV
361 1/2" NPW
SH-1
SH-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
HEATING HOT WATER
SYSTEM CONNECTION
BV
1.51/2" DCW
1.51/2" DHW
WS
200-01
CF
200-01
WT
200-02
WT
200-01
WATER HAMMER
ARRESTOR
SK-2
4.51" DCW
4.51" DHW
1.51 1/2" DHW
1.51 1/2" DHW
14.51 1/2" DCW
CV
KEY NOTES:
REFRIGERATION CONNECTION BOX FOR FUTURE USE.1
A S S O C I A T E S ®
SHEETSHEET
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PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:08 AM9/9/2024 9:31:08 AM
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TRAVIS ANDERSONTRAVIS ANDERSON
248248
NO SCALE
ENLARGED OFFICE WATER SUPPLY SCHEMATIC
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09
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CLARIFICATION:
Bypass valve required.
Well Pump Pressure
Switch
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
29157
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
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.
1'
-
0
"
1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
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MIN.
A S S O C I A T E S ®
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JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM
4429.0094429.009
990-P5.02990-P5.02
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TRAVIS ANDERSONTRAVIS ANDERSON
287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
11
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09
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CLARIFICATION: Valve
shown on isometric
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
30158
7/15/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #016 – Dryer Vent – R1
Dear Travis Anderson:
Per Cost Proposal Request 010, we are proposing the following:
• Supply and install 4” dryer vent, booster fan and vent cover as outlined in the CPR.
• Supply and install power receptacle located above the drop celling for the booster fan.
Our total price to perform the subject changed work is $4,852.38. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/25/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
31159
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 16
Price Breakdown
DRYER VENTDescription:
Supply and install a dryer vent and booster fan per CPR-010.
Description PriceQuantity Unit Unit Price
DRYER VENT, FAN AND DUCTING 1.00 LS $4,153.00 $4,153.00
BOOSTER FAN POWER 1.00 LS $360.84 $360.84
4,513.84Subtotal: 0.00 0.00 0.00 0.00 4,513.84 0.00
$112.85 2.50%$4,513.84Bonds & Insurance
$225.69 5.00%$4,513.84OH&P - Subcontractors
Total:$4,852.38
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
32160
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
33
16
1
7/8/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #017 – Structure 10 Piping Changes
Dear Travis Anderson:
Per Cost Proposal Request 008, we are proposing the following:
• Supply and install additional spool pieces and concentric expansion joints as outlined in CPR-008 Item 01.
• Does not include scope in Items 02 and 03. Valves are to remain and piping re-work is no longer needed.
Our total price to perform the subject changed work is $73,713.03. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
34162
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 17
Price Breakdown
STRUCTURE 10 PIPING CHANGES (CPR-008) R1Description:
Changes to process piping per CPR-008.
Description PriceQuantity Unit Unit Price
ADDITIONAL PIPING LABOR 128.00 MH $75.00 $9,600.00
18" x 1'-6 ½" FLXFL
18" STAINLESS BOLT AND FLANGE KITS
16" STAINLESS BOLT KITS
18" X 16" X 10" FILLED ARCH EXPANSION JOINTS
62,734.50Subtotal:9,600.00 0.00 53,134.50 0.00 0.00 0.00
$1,568.362.50%$62,734.50Bonds & Insurance
$9,410.1715.00%$62,734.50OH&P - Self Perform
Total:$73,713.03
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
35163
TERMS & CONDITIONS
ADDITIONAL COMMENTS
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. This quote conforms to AMERICAN, IRON & STEEL ACT (AIS), as amended.
11. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
12. Pricing will be held for 30 days.
13. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-04-23-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
SUB-TOTAL $ 31,350
$ 5,225 $ 31,350 Mercer FCR501 Expansion Joints, Filled Arch, AIS 18" x 16" x 10"
Item
No.Tag Description
1 CPR 008 6
Quantity Size
PREPARED BY:
2025-04-23-MT-1
April 23, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:AMES Nutrient Reduction - Add On Expansion Joints
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
Woodruff Construction TERMS:100% Net 30 Days
Attn: Zach Phillips
Ph: 641-352-0470 Fax:
E-Mail: zachp@woodruff.build
DELIVERY:
SUBMITTAL:
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
36164
April 22, 2025
Mellen & Associates
3404 South 11th Street
Council Bluffs, IA 51501
Ph: 712-322-9333
Attn.: Mike Toupin
Reference: Ames, Iowa
Dear Mike,
Thank you for choosing Mercer Rubber Co. This letter serves as a certificate that the products supplied
for the above-mentioned project will be produced at our Hauppauge, New York based facility using
American made steel components. All Mercer Rubber Co. products comply with AIS (American Iron
and Steel) as mandated in the Environmental Protection Agency’s State Revolving Fund Programs as
interpreted by the EPA.
Product supplied by Mercer Rubber Co.:
• FCR501FA-18x16x10 – Mercer Concentric Reducer 501. Single Filled Arch Butyl Expansion
joint w/ Hot Dip Galvanized Carbon Steel Backup Rings. Qty 6
If required, Mercer will provide additional supporting documentation once your order is fabricated. If
any of the above compliance statements change while providing material for this project, we will
notify you without delay. Please feel free to contact Mercer Rubber Co. should you have any further
questions or concerns.
Sincerely,
Bob Loverro
Chief Engineer
Cc: Raj Prime Mercer Rubber Co.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
37165
DWG No.
FORM NO. MS-1009-1.DWG
DATEDWNCHKD
SPLIT RETAINING RING
CARBON STEEL (PAINT OR PRIME)
HOT DIPPED GALVANIZED
DUCTILE IRON (POWDER COATED)
STAINLESS STEEL (TYPE )
FLANGES NOT RECOMMENDED,
AVANSTONE OR FLOATING STUB
(WELD NECK OR SLIP ON TYPE)
RIGID STEEL MATING FLANGE
STANDARD
DRILLING
SMALL
OF TOUGH, RUBBER-IMPREGNATED
DRILLING
LARGE
STANDARD
STYLE FCR501FA EXPANSION JOINT
HOOP RINGS
SOLID STEEL
EMBEDDED
FABRIC, OR TIRE CORD, OR STEEL
WIRE REINFORCEMENT
CARCASS MADE OF MULTIPLE PLIES
@ DWG. NO.
FAX 631-348-0279
Hauppauge, NY 11788
Info Mercer-Rubber.com
350 Rabro Drive
Tel 631-582-1524 MERCER NO.
DATE:
CUSTOMER P.O.
CUSTOMER
JOB NAME
KP
#:+#.
56;.'(%4(#%10%'064+%4'&7%'4&+/'05+105#..19#$.'/18'/'065CPF12'4#6+0)24'5574'5
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250°F
250°F
350°F
210°F
400°F
Hypalon 225°F
EPDM w/Kevlar
Viton w/Kevlar
Nitrile (Buna N)
Viton
EPDM
Pure Gum
Neoprene
Chlorobutyl
Natural Rubber
250°F
225°F
225°F
225°F
Temperature
180°F
180°F
Rating
Self Extinguishing Neoprene
Food Grade Neoprene
Tube Cover
YES
HYPALON PAINT
NO
COATING OF
BY OTHERS
possibly angular motion. In this case the nuts of the control rods should
must be inserted between the rubber expansion joint and the valve body.
first. Rubber flanges will not retain loose elements in valve bodies that rely
on contact with a steel flange. In these applications, a steel spacer flange
Initial misalignment should be kept to a maximum of 1/8".
Expansion joint flanges must be in contact with a continuous surface, or a
maximum of 1/16" standard raised face. Depressions or protrusions typical
of vitaulic or similar type flanges must be covered with a steel spacer flange
be threaded tight to control rod gussets, thereby locking out control rods.
equal to the specified axial movement. The expansion joint will exert a
Expansion joints installed in unanchored piping or connected to isolated
equipment must have control rods. Once control rods are installed the
joint will no longer act as an expansion joint, since the pressure will
extend the joint into the nuts of the control rods. The joint will no longer
sides of the joint. In this case no control rods are necessary providing
piping movements are within allowables. If control rods are installed as
a safety measure, the locking nuts must be backed off with a clearance
Expansion joints installed in piping systems must be anchored on both
take up axial motion. It will make up for misalignment, transverse and
thrust force on the anchors. To calculate pressure thrust on anchors
use the following equation:
2 HOLE DRILLING (AS SHOWN ABOVE)
REDUCERS COME WITH STANDARD
24'5574'
6*4756
#4'#
KP
COMPRESSION SLEEVES
YES - MATERIAL NO
SUPPLIED BY MERCER RUBBER
GALVANIZED
STAINLESS STEEL
GUSSET
DUCTILE
GALVANIZED
STAINLESS STEEL
PSI RATED
CONTROL RODS (# ______)
NO - BY OTHERS, OR PIPE
YES - MERCER SUPPLIED
MUST BE ANCHORED
ZINC ELECTROPLATED
GALVANIZED
STAINLESS STEEL ________
SUPPLIED BY OTHERS
AND FLANGE HARDWARE
FILLED ARCH
EDGE
BEVELED
5/8"
TUBE
LEAKPROOF
SMOOTH
CARBON STEEL
Pressure Thrust = (Pressure Thrust Area) x (Rated Working Pressure)
( White Black)
( White Black)250°FFood Grade EPDM
RCL-250422-2
04/22/25 RCL-250422-2
X
7/16 7/16 70 30
**ALL STEEL COMPONENTS TO COMPLY WITH AIS REQUIREMENTS.
291
X
RCL 04/22/25
X
ASA150#
ASA150#
6 16 23 1/2 10 21 1/4 16 1 1/8 11/16182522 3/4 16 1 1/4
X
X
X
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
38166
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-008 - Str 10 Piping Changes\CPR-008 - Str 10 Piping Changes.docx
COST PROPOSAL REQUEST NO.: 008
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 10-M1.01
008-01 The proposed plug valves on the discharge of each raw pump have lay lengths of 42 inches. The existing
valves have been field verified by the Contractor to have a lay length of 30 inches. To accommodate
the longer lay length of the proposed plug valve, the following changes are needed as shown on the
attached Drawing 10-M1.01:
• Remove existing spool pieces and reducer on the discharge of each pump.
• Replace the existing expansion joint with a new 10” x 16” concentric reducing expansion
joint on each pump discharge.
• Add a spool piece length as needed, adjacent to the expansion joint, on discharge side of
raw wastewater pumps.
008-02 Remove and replace existing pipe spools adjacent to the 30-inch gate valves MOV-10-01 and MOV-
10-02 to accommodate the longer lay length of the new valve as noted in the attached Drawing 10-
M1.01. Alternatively, if the specified gate valve is used, add new flange fillers to accommodate MOV-
10-01 and MOV-10-02.
008-03 Add new flange filler to accommodate new 20-inch gate valve MOV-10-03, which has a shorter lay
length than the existing valve. Contractor shall verify thickness of filler flange needed and lay length
of proposed gate valve.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
39167
SAI: Add flange filler.
SAI: Replace pipe spool (typ.
of 2). Alternatively, provide
flange fillers (typ. of 2).
SAI: Replace existing expansion joint with
10" x 16" concentric expansion joint and
spool piece as needed to create lay length
required for new plug valves (typ. of 6).
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
40168
6/13/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #018 - CPR 009 + RFI ELECTRICAL CHANGES – R1
Dear Travis Anderson:
Per Cost Proposal Request 009 and the responses to RFIs 79 and 88, we are proposing the following:
• Make changes to conduit and wiring as outlined in the CPR and RFI responses.
• Credit controls and control wiring as outlined in the CPR.
Our total price to perform the subject changed work is $6,733.33. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 5/29/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
41169
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 18
Price Breakdown
CPR 009 + RFI ELECTRICAL CHANGESDescription:
Electrical changes per CPR 009 and the responses to RFIs 79 and 88
Description PriceQuantity Unit Unit Price
CPR 009, RFI 79 + RFI 88 ADDED CONDUIT AND WIRING
CPR 009 CONTROLS CREDIT
CREDIT DRYER VENT ELECTRICAL - INCLUDED IN PCO 16
6,263.47Subtotal:0.00 0.00 0.00 0.00 6,263.47 0.00
$156.592.50%$6,263.47Bonds & Insurance
$313.175.00%$6,263.47OH&P - Subcontractors
Total:$6,733.23
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
42170
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
43
17
1
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
44
17
2
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
45
17
3
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
46
17
4
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
47
17
5
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
48
17
6
5/29/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #019 – Grit Collector Walkway Reinforcing
Dear Travis Anderson:
Per the response to RFI 094, we are proposing the following:
• Supply and install reinforcing for the Grit Collector Walkway as outlined in the RFI response.
Our total price to perform the subject changed work is $1,818.85. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 6/12/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
49177
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # ICO 15
Price Breakdown
RFI 94 GRIT COLLECTOR WALKWAYDescription:
Supply and install concrete reinforcing for the Grit Collector Walkway per RFI 94.
Description PriceQuantity Unit Unit Price
DRILL AND EPOXY LABOR 3.00 hr $80.00 $240.00
EPOXY MATERIAL 4.00 ea $85.00 $340.00
CONCRETE REINFORCING 1.00 LS $1,058.00 $1,058.00
1,638.00Subtotal: 240.00 0.00 340.00 0.00 1,058.00 0.00
$40.95 2.50%$1,638.00Bonds & Insurance
$52.90 5.00%$1,058.00OH&P - Subcontractors
$87.00 15.00%$580.00OH&P - Self Perform
Total:$1,818.85
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
50178
CHANGE ORDER
Nucor Rebar Fabrication Midwest LLC Change Order No.:
CO-0003
FP - WWTP Nutrient Reduction Ames
Job Description:
00524182
Job No.:
Woodruff Construction Company
Email: woodconap@woodruff.build
Bid Item No.:
001
W10742
Revised C/O Date:
05/28/25
Sell To:
Rev No. 1
Original C/O Date:
05/05/25
Change Order Description:
ADD GRIT WALKWAY RFI094
Description Type Quantity Line Amount
1ADD GRIT WALKWAY RFI094 $1,058.00LSAdd
CHANGE DESCRIPTION: ADD - gRIT WALKWAY RFI094
AUTHORIZED BY: JOEL GUTHRIE
CONTRACTOR CONTACT INFO: Joel Guthrie <joelg@woodruff.build> (515-735-2465)
NRF RELEASE # 9008XB & 9009XA
ADDITIONAL FREIGHT LOAD(S):1
ADDITIONAL WEIGHT (LBS): 381
ADDITIONAL DETAILING: 1 HOUR
ADDITIONAL PLACING:381 LBS
REMARKS: "The purpose of this change order is to capture the additional
bar for grit walkway per RFI-094 recieved 5-1-2025. Change order 003 for 381
lbs black bar, 30 L.F.-1 1/2" slab bolster capped, 191 lbs placing, 1 freight
charge and 1 hour detailing work.
**Change orders / pricing requests will need to be approved before the release
of material for fabrication/delivery. Pricing is valid for 10 days from the
email date. Nucor Rebar Fabrication reserves the right to adjust this pricing
if material is not shipped within a reasonable time frame.**
$1,058.00Total:
Addition To Contract
Date:
Name:
(Please Print)
Bill AtcherIssued By:
(Signature)
Accepted By:
Customer Copy1401 N. 15th Ave. E., Newton, IA 50208, USA T. 641-792-7142 F. 641-792-2820
Nucor Rebar Fabrication Midwest LLC
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
51179
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 094
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/28/2025
Owner: City of Ames Date Required: 5/01/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3'
- 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation
62.25'.
Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into
the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar
spacing.
We will also need to know what rebar will need to be in the slab itself as well.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
5/01/2025
5/01/2025Jack
Karnes
JRK
SAI: Yes, this is an acceptable solution. See the detail attached on the last page.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
52180
HEADCELL
TANK
HEADCELL
TANK
B-1
1
20
-
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S
3
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0
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2
20
-
A
S
3
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1
1
20-AS3.02
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20
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3
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1
20-AS3.03
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5
20
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3
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4
(TYP.)
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RE
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R
A
I
L
I
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9'
-
0
"
2001G2001G
2001J2001J
21
8
7
10 (TYP.)
14
14
8
3
MONORAIL 12
13 (TYP.)
9 (TYP.)7
8
2001L2001L
8
8
4
44' - 11 15/16"
4' - 0"18' - 4"20T@11"=
21R@6.71"= 11'-9"
11
'
-
3
"
3'
-
4
"
8'
-
4
"
51
'
-
2
"
6'
-
7
"
3'
-
4
"
3'
-
1
0
"
9 1/4"
23' - 2"43' - 10"
3' - 6"
20T@11"=
21R@6.86"= 12' - 0"
13
'
-
1
1
"
36
'
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1
"
3' - 0"11' - 0"
26
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-
0
1
/
2
"
4'
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"
31
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1
"
15
'
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1
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8
"
14
'
-
1
0
7
/
8
"
50
'
-
0
"
2' - 0"
5
6
EL. 63.25
4"
4"
1
5
2
EL. 63.14
EL. 63.14
15 (TYP. OF 3)
20-AS5.02
A
ELECTRICAL
ROOM
2002
CHANNEL
AND GRIT
WASHER
ROOM
2003
EL 51.50
EL 51.50
EL 51.50
EL 63.25
EL 63.25
EL 63.25EL 63.25
1' - 0"
EL. 63.25
LANDING EL 63.25
TW 51.25
3
'
-
0
'
'
TR
E
A
D
S
(M
I
N
.
)
C-3
9"8' - 4"9"1' - 9"6' - 4"1' - 9"
7
21
10
TW 63.25
TW 63.257
21
1'
-
4
"
1'
-
4
"
EL 63.25
21
TW 63.25
EL 63.25
EL 63.25
7
10
3
20
22
DOWN
21
23 C-1
C-2
23
19 (TYP.)
17
TR
E
A
D
S
3'
-
8
"
21R @ 6.86'' = 12'-0''
20T @ 11'' = 18' - 3"5' - 2"4"18' - 4"
11
11
LANDING
EL 63.25
2 B-3
2 B-1
2 B-3
25 18
TW 63.25
14
3' - 4"
16
26
14
TW 51.25
5' - 0"
TR
E
A
D
S
3'
-
8
"
24 (TYP.)
24 (TYP.)
1.
GENERAL NOTES:
SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES
ON 990-AS6.04
KEY NOTES:
INSULATED METAL PANEL
BEAM PER DETAIL
SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD
16"x16" DUCT OPENING
PROVIDE 8" BEAM BEARING
ALUMINUM STAIRS
EMBEDDED PLANKING SUPPORTS SIMILAR TO
SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO
ALUMINUM PLANKING SUPPORTS AT GATE
PROVIDE ODOR CONTROL GASKET AT GATE PER
UNPUNCHED ALUMINUM PLANKING SIMILAR TO
STAIR LANDING PER
S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE
CAPACITY ON . PROVIDE HOIST AND TROLLEY AS
SPECIFIED.
MONORAIL SUPPORT FROM ROOF STRUCTURE PER
C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4"
CLP ANGLE CONNECTION AT PERPENDICULAR END.
PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM
WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION
BOLTS AT EACH END.
PICK POINT PER IN ELEVATED
SLAB TO LIFT EQUIPMENT BELOW.
ALUMINUM STAIRS AND LANDING SIMILAR TO
CONCRETE LANDING
STAIR OPENING
3-3-6 PRECAST WALL PANEL
12'' CMU
TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD
STRINGER MOUNTED ALUMINUM RAILING WITH
HANDRAIL
FLOOR DRAIN
CONCRETE EQUIPMENT BASE
WALL MOUNTED HANDRAIL
1
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990-AS5.05
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20-AS5.01
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990-AS5.04
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20-AS5.01
H
990-AS5.04
H
990-AS5.04
J
990-AS5.04
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990-AS5.03
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990-AS5.03
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20-AS5.01
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990-AS5.04 L
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990-AS5.02
E
990-AS5.04
C
990-AS5.04
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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4429.0094429.009
20-AS1.0320-AS1.03
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TRAVIS ANDERSONTRAVIS ANDERSON
8282
UPPER LEVEL PLAN
0 1' 2' 4'8'N
11
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E/990-AS5.03 RFI 65
??
??
Epoxy 90 degree bent
rebar into wall.
What rebar is to be
installed in the slab?
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
53181
12" PRECAST
CONCRETE PLANK
#6@12"#7@12"
DOWELS
#5@12"
DOWELS
#6@12"
#7@6"
DOWELS
LA
P
1'
-
9
"
LA
P
1'
-
9
"
#5@12"#5@12"
#4@8"
#7@12"
#4@8"#7@12"
#5@12"
DOWELS
#7@12"
3
4
1
#3@8"
STIRRUPS
1'-2" W x 1'-8"
D BEAM
(TYP OF 2)
6"x6" CHAMFER
4
1
7
3
5
9
1 3/4"
2
#4@8"
LA
P
1'
-
6
"
6
3
3-3-6 PRECAST
WALL PANEL (TYP.)
LA
P
2'
-
1
1
"
1'
-
2
"
LA
P
2'
-
1
1
"
1'
-
2
"
(TYP.)
1' - 0"
8"
2'
-
4
"
EL. 54.00
EL. 47.50
8"
#4@8" DOWEL
T/ SLAB
EL. 38.42
EL. 59.25
12 (TYP.)
EL. 63.25
LAP
1' - 6"
EL. 48.51
EL. 78.00
PLANK BRG.
EL. 63.25
T/ SLAB
FLOOR
11
CL
R
.
3"
APPOXIMATE
EXCAVATION
LIMITS
CL
R
.
3"
102~#7
3~#7
8
2
3'
-
0
"
9
EL. 56.17
T.O PRECAST WALL
EL. 83.50
14
14
#5@12"
DOWELS (TYP.)
LA
P
(
T
Y
P
.
)
1'
-
9
"
#4@8"
#7@12"#6@12"
3 3
2
4
1
#5@12"
(TYP.)
8"
3 EL. 38.42
EL. 54.00
EL. 56.00
EL. 63.25
(TYP.)
1' - 0"
1'
-
2
"
LAP (TYP.)
1' - 6"
10
12 (TYP)
4
1.
GENERAL NOTES:
FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE
DRAWING 990-AS6.04
KEY NOTES:
12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC
CRUSHED STONE FILL
ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC
WATERSTOP
#4@8" THREADED DOWEL BAR REPLACEMENTS
#6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL
WITH 6" EMBEDMENT
CONTINUE #8 HORIZONTAL BARS ABOVE OPENING.
PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE
HEAD CELLS IN PLACE OF VERTICAL BARS.
FLOWABLE FILL
TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL
BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED.
4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS
REQUIREMENTS.
ALUMINUM PLANKING SIMILAR TO
2'' BOARD INSULATION
ALUMINUM RAILING
CONCRETE FILL PER MANUFACTURES REQUIREMENTS
INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND
CONCRETE CONE TO FACILITATE GRIT TOWARD
COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER
AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP
WITH MANUFACTURER.
1
2
3
4
5
6
7
8
9
10
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990-AS5.04
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SHEETSHEET
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4429.0094429.009
20-AS3.0220-AS3.02
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TRAVIS ANDERSONTRAVIS ANDERSON
8989
0 1' 2' 4'8'
0 1' 2' 4'8'
20-AS3.02
1SECTION
20-AS3.02
2SECTION
11
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09
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RFI 2
4' 1/8"
What rebar is to be
installed in the slab?
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
54182
SAI; PROPOSED
DETAIL
2"
C
L
R
.
EL. 63.25
wall that has already
been poured.
#5@12"
#5@12"x3'-4" LONG, BENT
ADHESIVE ANCHOR DOWELS,
EMBED 6"
MIN. (TYP.)
3 1/8"
1' 2"
1' 4"
1'
1' 4"
3' 10"
PROVIDE #5@12"x2'-0" LONG
DRILLED ADHESIVE
ANCHOR DOWEL, EMBED 4",
EACH END OF WALKWAY
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
55183
6/23/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #020 – Structure 20 Coiling Door Add – R1
Dear Travis Anderson:
Per prior conversations with Plant Superintendent Tyler Ver Meer, we are proposing the following:
• Eliminate the planned 3” IMP located at the mezzanine level of Structure 20.
• Install an overhead coiling door matching the same specs as the door scheduled for the first level. This door
would be hand chain operated vs motor operated.
• Provide and install (4) post bases for removable railing supplied by the owner.
Our total price to perform the subject changed work is $6,611.25. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 6/27/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
56184
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 20
Price Breakdown
ADD OVERHEAD DOOR - STRUCTURE 20Description:
Eliminate removable insulated panels and trim located on the mezzanine level of Structure 20 and replace with a coiling door.
Provide and install posts brackets for owner supplied removable railing.
Description PriceQuantity Unit Unit Price
CREDIT REMOVABLE IMP LABOR
CREDIT REMOVABLE IMP MATERIAL
OVERHEAD COILING DOOR - CHAIN OPERATED
CREDIT IMP STEEL ANGLES
(4) ALUMINUM POST BRACKETS
6,150.00Subtotal:-1,040.00 0.00 -8,050.00 0.00 15,240.00 0.00
$153.752.50%$6,150.00Bonds and Insurance
$307.505.00%$6,150.00OH&P - Subcontractors
Total:$6,611.25
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
57185
CHANGE ORDER REQUEST
M
WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF
501 GREENFIELD DR 56797 280TH ST
TIFFIN, IA 52340 AMES IA 50010
FAX # PH # 319-545-2410
DATE : 07-18-2025 PROJECT MANAGER : JH EST CR
YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 6
WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS :
CREDIT-
PICK-UP FROM SITE, STAINLESS STEEL ANGLES @ IMP KNOCK OUT SYSTEM,
@ STRUCTURE 20
CREDIT ($1,000.00) WITH NO SALES TAX INCLUDED
THANK YOU
BEN BREUER
WE AWAIT YOUR CHANGE ORDER TO PROCEED
CC: JOE HARTL
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
58186
CHANGE ORDER REQUEST
M
WOODRUFF CONSTRUCTION AMES NUTRIENT REDUCT/WOODRUF
501 GREENFIELD DR 56797 280TH ST
TIFFIN, IA 52340 AMES IA 50010
FAX # PH # 319-545-2410
DATE : 07-18-2025 PROJECT MANAGER : JH EST CR
YOUR JOB #: 24100-24 CHANGE ORDER # 9928 - 7
WE ARE REQUESTING A CHANGE ORDER FOR THE FOLLOWING ITEMS :
REF PCO 202
PROVIDING (4) REMOVABLE ALUMINUM POST BRACKETS WITH EPOXY ANCHORS
OUR PRICE IS $450.00 WITH DELIVERY AND NO SALES TAX
THANK YOU
BEN BREUER
WE AWAIT YOUR CHANGE ORDER TO PROCEED
CC: JOE HARTL
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
59187
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
60
18
8
HEADCELL
TANK
HEADCELL
TANK
B-1
1
20
-
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20-AS3.02
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3
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4
20-AS3.04
5
20
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3
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0
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(TYP.)
8' - 0"
RE
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9'
-
0
"
2001G2001G
2001J2001J
21
8
7
10 (TYP.)
14
14
8
3
MONORAIL 12
13 (TYP.)
9 (TYP.)7
8
2001L2001L
8
8
4
44' - 11 15/16"
4' - 0"18' - 4"20T@11"=
21R@6.71"= 11'-9"
11
'
-
3
"
3'
-
4
"
8'
-
4
"
51
'
-
2
"
6'
-
7
"
3'
-
4
"
3'
-
1
0
"
9 1/4"
23' - 2"43' - 10"
3' - 6"
20T@11"=
21R@6.86"= 12' - 0"
13
'
-
1
1
"
36
'
-
1
"
3' - 0"11' - 0"
26
'
-
0
1
/
2
"
4'
-
0
"
31
'
-
1
"
15
'
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1
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8
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14
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50
'
-
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2' - 0"
5
6
EL. 63.25
4"
4"
1
5
2
EL. 63.14
EL. 63.14
15 (TYP. OF 3)
20-AS5.02
A
ELECTRICAL
ROOM
2002
CHANNEL
AND GRIT
WASHER
ROOM
2003
EL 51.50
EL 51.50
EL 51.50
EL 63.25
EL 63.25
EL 63.25EL 63.25
1' - 0"
EL. 63.25
LANDING EL 63.25
TW 51.25
3
'
-
0
'
'
TR
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A
D
S
(M
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.
)
C-3
9"8' - 4"9"1' - 9"6' - 4"1' - 9"
7
21
10
TW 63.25
TW 63.257
21
1'
-
4
"
1'
-
4
"
EL 63.25
21
TW 63.25
EL 63.25
EL 63.25
7
10
3
20
22
DOWN
21
23 C-1
C-2
23
19 (TYP.)
17
TR
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8
"
21R @ 6.86'' = 12'-0''
20T @ 11'' = 18' - 3"5' - 2"4"18' - 4"
11
11
LANDING
EL 63.25
2 B-3
2 B-1
2 B-3
25 18
TW 63.25
14
3' - 4"
16
26
14
TW 51.25
5' - 0"
TR
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3'
-
8
"
24 (TYP.)
24 (TYP.)
1.
GENERAL NOTES:
SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES
ON 990-AS6.04
KEY NOTES:
INSULATED METAL PANEL
BEAM PER DETAIL
SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD
16"x16" DUCT OPENING
PROVIDE 8" BEAM BEARING
ALUMINUM STAIRS
EMBEDDED PLANKING SUPPORTS SIMILAR TO
SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO
ALUMINUM PLANKING SUPPORTS AT GATE
PROVIDE ODOR CONTROL GASKET AT GATE PER
UNPUNCHED ALUMINUM PLANKING SIMILAR TO
STAIR LANDING PER
S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE
CAPACITY ON . PROVIDE HOIST AND TROLLEY AS
SPECIFIED.
MONORAIL SUPPORT FROM ROOF STRUCTURE PER
C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4"
CLP ANGLE CONNECTION AT PERPENDICULAR END.
PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM
WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION
BOLTS AT EACH END.
PICK POINT PER IN ELEVATED
SLAB TO LIFT EQUIPMENT BELOW.
ALUMINUM STAIRS AND LANDING SIMILAR TO
CONCRETE LANDING
STAIR OPENING
3-3-6 PRECAST WALL PANEL
12'' CMU
TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD
STRINGER MOUNTED ALUMINUM RAILING WITH
HANDRAIL
FLOOR DRAIN
CONCRETE EQUIPMENT BASE
WALL MOUNTED HANDRAIL
1
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990-AS5.05
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20-AS5.01
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990-AS5.04
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20-AS5.01
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990-AS5.04
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM
4429.0094429.009
20-AS1.0320-AS1.03
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TRAVIS ANDERSONTRAVIS ANDERSON
8282
UPPER LEVEL PLAN
0 1' 2' 4'8'N
11
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removable railing
11'-6"11 ft 6 in
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
61189
4"
#4@10" CLOSED STIRRUPS
4"
3~#7
2~#7 A
A
BEAM B-3
BEAM B-2
1'
-
0
"
2'
-
0
"
1' - 0"1'
-
0
"
3~#7
2~#4
2~#7
#4 CLOSED
STIRRUPS
3~#7
2~#7
2'
-
0
"
1' - 0"
1'
-
0
"
#4 CLOSED
STIRRUPS
SECTION A-A
SECTION B-B
4"4"
#4@10" CLOSED STIRRUPS
4"4"
#4@10" CLOSED STIRRUPS3~#7
2~#7 B
B 3~#7
2~#7
1' - 2"
4"
#4@10" CLOSED STIRRUPS
4"
B
B
BEAM B-1
BOXOUT
8" BRG./
COLUMN
C-1 COLUMN
C-2
1'
-
0
"
2~#4
COLUMN
C-1
COLUMN
C-2
2'
-
1
1
"
LA
P
2'
-
1
1
"
2'
-
1
1
"
LA
P
2'
-
1
1
"
COLUMN
C-3
3~#7
2~#7
3~#7
2~#7
3~#7
2~#7
2'
-
1
1
"
CL
R
.
2"
CL
R
.
3"
1'
-
4
"
C C
#6@12"
4'-6" x 4'-6" FOOTING
COLUMN C-2
1' - 0"
SECTION C-C
1'
-
0
"
1' - 0"
2'
-
1
1
"
CL
R
.
2"
CL
R
.
3"
1'
-
4
"
C C
#6@12"
6'-6" x 6'-6" FOOTING
COLUMN C-1
1' - 0"
4~#6 DOWELS
#4@12"
4~#6
4~#6 DOWELS
2'
-
1
1
"
CL
R
.
2"
CL
R
.
3"
1'
-
4
"
C C
#6@12"
WIDENED WALL FOOTING
1' - 0"
4~#6 DOWELS
COLUMN C-3
1.
GENERAL NOTES:
SEE GENERAL NOTES ON 990-AS6.04
KEY NOTES:
#4@8" DOWELS WITH THREADED DOWEL BAR
REPLACEMENTS.
4000 PSI CONCRETE FILL AS REQUIRED PER
EQUIPMENT MFRS.
1
2
1.
2.
3.
NOTES
PROVIDE CONTINUOUS BACKER ROD AND CAULK AT EDGE
OF IMP WALL
PROVIDE CONTINUOUS SEAL PER MANUFACTURER'S
DETAILS AND SPECIFICATION.
ALL EXTERIOR EXPOSED SURFACES SHALL BE PAINTED W/
KYNAR 500 OVER CORROSION RESISTANT PRIMER AND
ALL SS HARDWARE SHALL HAVE A CORROSION
RESISTANT COATING
A S S O C I A T E S ®
SHEETSHEET
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PROJECT MGR.PROJECT MGR.
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4429.0094429.009
20-AS5.0120-AS5.01
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TRAVIS ANDERSONTRAVIS ANDERSON
9292
NO SCALE20-AS5.01
A BEAM DETAILS
NO SCALE20-AS5.01
B COLUMN DETAILS
20-AS5.01
C DETAILED INTERMEDIATE LEVEL PLAN
0 1' 2' 4'8'20-AS5.01
D PANEL (IMP) WALL SECTION
TYPICAL INSULATED METAL
11
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09
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09
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slope concrete to exterior
for drainage at 1/4" per
foot.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
62190
RUN LANDING
CONTINUOUS STRINGER WITH
FULL PENETRATION WELDS
1 1/2"X11" CONCRETE FILLED
METAL PAN STAIR TREAD WITH
3/8" RADIUS NOSING
1/4"X10" STEEL PLATE STRINGER
CONCRETE FILLED METAL
DECK STAIR LANDING
3X3X1/4X3" LONG ANGLE
WELDED TO BASE OF STRINGER
WITH 5/8" DIA. EXPANSION
ANCHORS EMBEDDED 6" INTO
CONCRETE
R
T
1" NOSE
21
"
21
"
42
"
12"
60" (MAX.)
48" (TYP.)12"
4"
1/
4
"
M
A
X
.
TOE KICK
SIDE MOUNT
WALKING SURFACE
B
200-AS5.07 (TYP.)
RAILING A
990-AS5.04
REMOVABLE
GUARDRAIL POST
POUR STOP
1/4"X4" TOE KICK
CONCRETE TOPPING
CAP PLATE
1/4" MAX.
SOLID CONCRETE BLOCK
OVERSIZED SLEEVE
INSERT
SEE PLAN
STAIR STRINGER
2"X2"X1/4" GRATING SUPPORT ANGLE
COPE TOP OF CHANNEL WHERE
GRATING PASSES OVER TOP
2"X2"X1/4" CONT. ANGLE
3/16 2-12
3/16 2-12
A S S O C I A T E S ®
SHEETSHEET
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:29:05 AM9/9/2024 9:29:05 AM
4429.0094429.009
200-AS5.07200-AS5.07
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TRAVIS ANDERSONTRAVIS ANDERSON
223223
NO SCALE200-AS5.07
A CONCRETE FILLED METAL PAN STAIR
NO SCALE200-AS5.07
D REMOVABLE GUARDRAIL
NO SCALE200-AS5.07
B GUARDRAIL SIDE MOUNT
200-AS5.07
C STAIR STRINGER COPING
11
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from shop drawing
submittal
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
63191
7/28/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #021 – Admin Building Electrical and Casework Changes – R1
Dear Travis Anderson:
Per CPRs 011, 014, 015 and additional conversations with the City, we are proposing the following:
• Add power per CPR 015 for an owner supplied fan.
• Add power per CPR 014 for AC-20-01 and AD-200-01.
• Remove Reception countertop per CPR 011.
• Upgrade Copy Room tops to solid surface per owner request.
• Make changes to power and data locations per the attached mark-up of CPR 011. Mark-ups made are per
conversations with the City.
Our total price to perform the subject changed work is $8,045.87. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 8/11/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
64192
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 21
Price Breakdown
ADMIN BLDG ELECTRICAL + CASEWORK CHANGESDescription:
Changes to power and data at the Admin Building per CPRs 011 , 014 and 015.
Changes to the reception and copy area casework per CPR 011.
Description PriceQuantity Unit Unit Price
CPR-015 - OWNER SUPPLIED FAN ELECTRICAL
CPR-014 - COMPRESSOR AND DRYER ELECTRICAL
CPR-011 - POWER AND DATA FOR FURNITURE
CREDIT RECEPTION COUNTER LABOR
CREDIT RECEPTION COUNTER MATERIAL
UPGRADE COPY ROOM TOPS TO SOLID SURFACE
7,484.53Subtotal:-560.00 0.00 0.00 0.00 8,044.53 0.00
$187.112.50%$7,484.53Bonds & Insurance
$374.235.00%$7,484.53OH&P - Subcontractors
Total:$8,045.87
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
65193
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
66
19
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
73
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1
428 Central Avenue, Fort Dodge, IA 50501
Phone: 515-573-2021
Email: Sales@fwpia.com
Revised Request for Change (CO #2)
MAY 14, 2025
From:
B.A.K MFG dba Fletcher Wood Products
428 Central Avenue
Fort Dodge, IA 50501
To:
Woodruff Construction
Project:
Ames Nutrient Reduction Modifications – Phase 1
Change Request: Change the countertop in copy room from laminate to solid surface
10” Wall cap in copy room to be solid surface
Delete the 2 SSM window sills in Lab
Delete the 3 laminate sills on second floor
Total Change Order: Add $ 1,525 without tax
Respectfully Submitted by:
Bruce K. Gast
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
74202
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-015- Owner Requested Remote Controlled Fan\CPR-015 - Owner Requested Remote Controlled Fan.docx
COST PROPOSAL REQUEST NO.: 015
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
015-01 Power Reception Fan from 20-amp, spare single-pole breaker in LP-200-05 on circuit 42. Reception
fan will be provided by OWNER. Fan will be remote-controlled and will not require a switch.
Coordinate location with OWNER in Room 20004.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
75203
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
April 3, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-014- Compressor and Dryer Power\CPR-014 - Compressor and Dryer Power.docx
COST PROPOSAL REQUEST NO.: 0014
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-E6.03
009-01 Provide a 20-amp, three-pole circuit breaker on circuits 31,33, and 35 in LP-200-02. Power AC-200-
01 from this breaker. Provide a non-fusible disconnect at the unit
009-02 Power AD-200-01 from 20-amp, spare single-pole breaker in LP-200-05 on circuit 40.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
76204
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
June 17, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-011 - Str 200 Lobby Furniture\CPR-011 - Str 200 Furniture and Outlet Changes.docx
COST PROPOSAL REQUEST NO.: 011
TO: Woodruff Construction, Inc.
ISSUED BY: Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-AS4.08
011-01 Remove knee wall, supports, and countertop in Reception Room 20004 as shown in the attached
revision of Drawing 200-AS4.08. Reception desk will be provided by OWNER.
Drawing 200-E1.03
011-02 Change location, type, and quantity of receptacles as shown in the attached drawing. Confirm the
electrical requirements with OWNER for OWNER-provided furniture. Furniture drawings are attached
for reference.
011-03 As shown in the attached drawing revision, move gang box for gate control to the south wall beneath
the window and above the OWNER-provided desk.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
77205
SAI: Remove knee wall, steel plate supports,
countertop support brackets, and countertop.
Furniture will be provided by Owner.
WCC: Copy Room tops were
upgraded to Solid Surface. Traded for
material deduct on reception desk.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
78206
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WCC: Box already in wall under
desk. Provide whip into owner
furniture.
SAI: Move gang box
and Key Note 19.
SAI: Remove this
receptacle.
SAI: Move this
receptacle south near
corner to avoid desk.
SAI: Remove this
receptacle.
SAI: Remove
this receptacle.
SAI: Change to
fourplex receptacle.
SAI: Change to
duplex receptacle.
SAI: Change to
fourplex receptacle.
SAI: Change to
duplex receptacle.
SAI: Remove
these receptacles.
SAI: Move this
receptacle under desk.
SAI: Remove
this receptacle.
SAI: Add fourplex
receptacles.
SAI: Remove
this receptacle.
SAI: This will be a
hardwired connection
to power panel on
Owner-provided
furniture.
WCC: Add data this
location as well
WCC: Add data this
location as well
WCC: Add power and
data at location circled in
blue. Other receptacles
not needed.
WCC: Wall and rough was installed
already. This was demolished prior
to drywall based on furniture plans.
WCC: Comments and mark-ups
in blue are based on site review
with Tyler Ver Meer, Woodruff
and VME on 6/18/25.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
79207
RE
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REF.
RNG.
REF.
D
W
RACK RACK
TV
TV
4995BLR Closed Base for 4994 2
MR-611H Magnuson Group Mega Rak 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
2012 Single Coat Hook 2
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
KEY 104E
LIBRARY
20007
LOCATION TBD
VESTIBULE
20001
RESTROOM
20024
SHOWER
20019
JANITOR
CLOSET
20023
CORRIDOR
20003
KEY 107E
TRIPLE TRAYLETTER WALL RACK
BIG & TALLIGNITION CHAIR
BIG & TALLIGNITION CHAIR
CONFERENCE/
TRAINING
ROOM
20015
BIG & TALLIGNITION CHAIR
KEYSFR305 - FR310
MAINTENANCE
OFFICE
20011
WOMENS
LOCKER
ROOM
20017
STAIR
20026
RESTROOM
20025
OFFICE
20022
NUCLEUS CHAIRW/ FABRIC SEAT
GARAGE
20031
KEY 115E
OFFICE
20006
OFFICE
20008
MOUNT THISTRANSACTION COUNTERAT 32" AFF FOR ADA
KEY 112E KEY 109E
KEY 119E
KEY 114E
TABLE & CHAIR
STORAGE
20015A
KEY 110E
KEY 113E
KEY 111E
KEY 105E
KEY 101E
KEY 104E
COPY/WORK
ROOM
20005
SHOWER
20018
BREAK
ROOM
20013
KEY 114E
RECEPTION
20004
LAB
20010
IDEAL POWERLOCATION
LAUNDRY
20020
KEY 117E
MUD ROOM
20012
STORAGE
20029
KEY 106E
STORAGE
20027
BIG & TALLIGNITION CHAIR
LOBBY
20002
KEY 102E
IT CLOSET
20014
PARTS/TOOL
STORAGE
20028
TRIPLE TRAYLETTER WALL RACK
KEY 116E
CONTROL
ROOM
20009
FIRST AID/
LACATION/
SLEEP
20021
KEY 103E
KEY 118ESHOP
20030
KEY 108E
MENS
LOCKER
ROOM
20016
COAT HOOKS
25D X 72W
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SEATING & MARKERBOARD ONLY
EXISTING SHELVING
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12 CHAIRS WITHOUT ARMS
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5f
t
30
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7
2
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3
0
H
35
W
30
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7
2
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18
x
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6
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6
4
FEP
30/48
H37-1/8-N
30
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FEP
48
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Ga
n
g
MP
4
8
4
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36/5
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D
G
BB
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3
0
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3
0
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9
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30
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1
HM
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2
HM
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2
HM
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HM
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HM
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2
HM
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HM
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HM
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2
HM
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HM
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HM
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2
HI
G
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6
HI
G
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HI
G
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HIGS6
HI
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G
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HI
G
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6
HIGS6
KB
KB
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HI
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M
M
HI
W
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W
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HI
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48/3
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HF23C
HF23C
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HF23C
HF23C
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HF23C
HF23C
48/3
0
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HF23C
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22
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MA
MA
MA
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MA
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22/48F
HL
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D
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HL
E
D
1
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A
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D
1
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A
S
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D
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LK
R
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2
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R
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3
6
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7
2
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L
K
R
/
D
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3
6
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7
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TC
3
0
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TC48-F
TC48-F
TC
3
0
-
F
TC48-F
TC
3
0
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F
TC
3
0
-
F
TC48-F
PAGE NO.
THESE TERMS AND CONDITIONS.
CONSTITUTES AGREEMENT TO
ACCEPTANCE OF THIS DOCUMENT
OR DESTROYED AS INSTRUCTED.
RETURNED TO WORKSPACE INC.
NOTES AND ANALYSIS, MUST BE
ALL COPIES, EXTRACTS, RELATED
THIS DOCUMENT, ALONG WITH
DEMAND OF WORKSPACE INC.,
RIGHTS RESERVED. UPON THE
WORKSPACE INC. ALL PATENT
WRITTEN CONSENT OF
MANNER WITHOUT THE EXPRESS
LOANED, OR USED IN ANY OTHER
BE DISCLOSED, REPRODUCED,
INFORMATION HEREIN MUST NOT
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED IN
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
1/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA
50309
PROJECT DESCRIPTION
Admin Building
d:\DESIGN
PROJECTS\A-F\CITY OF
AMES\RFPS\25
0121_AMESCI_WATER
POLLUTION CONTROL PLANT
ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
Nathan Wells
Ames Water
Pollution Control
Plant
Holly Reeves
DESIGNER
DATE
PROJECT
WORKPLACE CONSULTANT
Drawing from furniture supplier
- furniture provided by OWNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
80208
TV
2012 Single Coat Hook 2
MOUNT THIS
TRANSACTION COUNTER
AT 32" AFF FOR ADA
LOCATION TBD
COPY/WORK
ROOM
20005
VESTIBULE
20001
LOBBY
20002
IDEAL POWER
LOCATIONRECEPTION
20004
KEY 101E
NUCLEUS CHAIR
W/ FABRIC SEAT
COAT HOOKS
4'x6' BULLETIN BOARD
FI
S
H
T
AN
K
4'x6' MARKERBOARD
'x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
4'x6' BULLETIN BOARD
0' -10"
3' -
9
-
1
/
4
"
1'
7'
-
1
0
"
CR CL
HATB-3S-T
60
/
4
8
/
3
0
/
3
0
FEP
2012
42H
HS
D
G
36/42
CM
P
6
0
1
4
30
/
5
1
36/42
35
W
HF23C
FB
BB
F
48/35
36
FE
P
L
CD
P
A
_
L
48/42
35
W
HF23C
FE
P
R
FF
28/70
CD
P
A
_
R
HF23C
BB
F
FF
CR CLCL CL
CR CR
HNR1
HICS
7HICS
7
HICS
7
HICS
7
HF23C
HF23C
HF23C
HF23C
48/3
0
15/48
VH7-F
MA
15/72 15/48
TC48-F TC48-FTC36-F TC36-F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
2/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
81209
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20006
TRIPLE TRAY
LETTER WALL RACK
20005
BIG & TALL
IGNITION CHAIR
KEY 102E
LIBRARY
20007
4'x6' MARKERBOARD
COAT HOOK
60" AFF
42" AFF
1'
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
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2
x
6
4
24
x
3
6
x
2
9
24
x
3
6
x
6
6
30
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2
4
36/536/5
18
x
2
4
x
6
6
48
36/5
3172BL
FB
HF23B
BB
F
PU
L
L
24
x
3
6
x
2
9
HF23B
24
/
4
2
HF23B
HF23B
HF23B
72
/
4
8
/
2
4
/
3
0
2012
24/30
24
x
3
6
x
2
9
36/5
60
36
/
5
FB
HI
G
S
6
HI
G
S
6
KB
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23B
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
3/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
PROJECT DESCRIPTION
05/12/25
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
82210
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
4995BLR Closed Base for 4994 2
KEY 107E
LIBRARY
20007
BIG & TALL
IGNITION CHAIR
60" AFF
COAT HOOK
60" AFF
COAT HOOK
42" AFF
1'
1'
3' -10"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
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7
8
9
0
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2
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0
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4
2
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4
BB
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49
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72
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4
8
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60
HF23B
60
48
48
36/5
BB
F
4995BLR
PU
L
L
24
x
3
6
x
2
9
24
x
3
6
x
2
9
49
9
4
24
/
4
2
2012
36/5
24/30
24/30
3172BL
36
/
5
FB
PU
L
L
24
/
4
2
72
/
4
8
/
2
4
/
3
0
20123172BL
FB
FB
HI
G
S
6
HI
G
S
6
HI
G
S
6
HI
G
S
6
KB
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HU
S
L
M
O
D
1
3
7
2
14
x
3
6
x
3
7
HF23C
HF23B
HF23B
HF23B
MA
MA
22/48F
22/54F22/48F
22/54F
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
4/12
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
83211
2012 Single Coat Hook 1
3172BL Steel Wall File, Triple Letter-Size 1
OFFICE
20008
TRIPLE TRAY
LETTER WALL RACK
KEY 103E
BIG & TALL
IGNITION CHAIR
KEY 105EKEY 104E
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
42" AFF
COAT HOOK
4'x6' MARKERBOARD
1'
0'
-
9
-
1
/
2
"
3' -10"
SE
H
X
7
8
9
0
-
4
2
7
2
O
C
-
F
2
4
3
0
24
x
3
6
x
2
9
BBF
3172BL
SL
3
0
2
9
F
BB
F
49
9
4
72
/
4
8
/
2
4
/
3
0
60
FE
P
30
/
2
4
48
18
x
2
4
x
6
6
Top
49
9
4
2012
24
x
3
6
x
2
9
MP604
24/30
HSDG
24
x
3
6
x
6
6
PU
L
L
36/3
24
x
3
6
x
2
9
24
/
4
2
30/60
CL
FB
FB
HI
G
S
6
HI
G
S
6
KB
HIWM
B
T
HIW
M
B
T
HU
S
L
M
O
D
1
3
7
2
HF23B
HF23C
HF23C
14
x
3
6
x
3
7
HF23B
HF23B
48/3
0
HF23B
HF23B
HF23B
MA
MA
22/54F22/48F
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
5/12
PROJECT DESCRIPTION
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
DESIGNER
DATE
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
84212
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
LOCKFR Lock Cylinder-FR Series, Material undefined 6
KEY 104E
KEY 106E
CONTROL
ROOM
20009
BIG & TALL
IGNITION CHAIR
KEYS
FR305 - FR310
KEY 105E
KEY 104E
BIG & TALL
IGNITION CHAIR
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
4'x6' MARKERBOARD
3'x4' MARKERBOARD
60" AFF
COAT HOOK
1' -11-1/4"
1'
0'
-
9
-
1
/
2
"
BBF
SL
3
0
2
9
F
36/3
2141XLAL
SL3029F
MP
6
0
4
HSDGMP604Top
FE
P
BB
F
3
0
/
6
0
24
x
3
6
x
6
6
HA
T
B
-
2
S
-
T
18
x
3
6
x
6
4
30/60
FEP
30
/
5
4
CL
HIGS6 HIGS6
HI
W
M
B
T
HIW
M
B
T
HF23C
HF23C
HF23C
HF23C
48/3
0
MA
MA
LK
R
/
D
/
3
0
/
7
2
-
6
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
6/12PAGE NO.
05/12/25
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Ames Water
Pollution Control
Holly Reeves
[Order entry,
Contract
Nathan WellsWORKPLACE CONSULTANT
DESIGNER
PROJECT
DATE
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
85213
2141XLAL
LAB
20010
TRIPLE TRAY
LETTER WALL RACK
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
3'
x
4
'
M
A
R
K
E
R
B
O
A
R
D
SEATING & MARKERBOARD ONLY
BU
L
L
E
T
I
N
B
O
A
R
D
COAT HOOK
4'
x
6
'
60" AFF
1'
1'
1' -11-1/4"
0'
-
9
-
1
/
2
"
0'
-
1
0
-
3
/
4
"
1' -7-1/2"
FEP
MP
4
8
4
FEPFEP
48
SL
FEP
48
FEP
MP
4
8
4
MP
3
0
4
FEP
MP
4
8
4
22
/
4
8
F
22
/
4
8
F
48
HIW
M
M
HIWMM
HF23C
HF23C
HF23C
HF23C
HF23B
HF23C
HF23C
HF23C
HF23B
WT
H
WT
H
WT
H
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
05/12/25
PAGE NO.7/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
Holly Reeves
Ames Water
Pollution Control
[Order entry,
Contract
Nathan Wells
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
86214
KEY 114E
KEY 110E
KEY 113E
KEY 111E
KEY 114E
KEY 109EMAINTENANCE
OFFICE
20011
KEY 108E
KEY 112E
4'x6' MARKERBOARD 4'x6' MARKERBOARD
4'
x
6
'
BU
L
L
E
T
I
N
B
O
A
R
D
1' -7-1/4"1' -7-1/2"
BB
F
22
/
4
8
F
To
p
FEP
HATB-2S-T
FEP
HATB-2S-T
FEP
MP
4
8
4
FEP
30/72
FEPFEP
FEP
48
FEP
22
/
4
8
F
BB
F
18
x
3
6
x
6
4
BB
F
SL
30/72
30
/
4
8
FEP
30
/
4
8
MP
4
8
4
BB
F
30
/
4
8
FEP
FEP
30
/
7
2
MP
4
8
4
48
FEP
30
/
4
8
BB
F
22
/
4
8
F
48
MP
4
8
4
HATB-2S-T
36
/
3
30
/
4
8
30
/
4
8
48
MP
4
8
4
48
22
/
4
8
F
MP
3
0
4
30/72
BB
F
MP
4
8
4
48
SC
HIGS6HIGS6
HI
W
M
M
HI
W
M
M
HI
W
M
M
HIWMMHIWMM
HI
W
M
M
HIWMM
HI
W
M
M
HI
W
M
M
HF23C
HF23C
HF23C
HF23CHF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
WT
H
WT
H
WT
H
WT
H
WT
H
WT
H
22
/
4
8
F
22
/
4
8
F
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
8/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
05/12/25
[Order entry,
Contract
Nathan Wells
Holly Reeves
Ames Water
Pollution Control
WORKPLACE CONSULTANT
DATE
DESIGNER
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
87215
2141XLAL Coat Rack w/ 5 hooks on a flush plate 1
KEY 119E
OFFICE
20022
KEY 115E
KEY 118E
KEY 116E
KEY 117E
COAT HOOK
4'
x
8
'
M
A
R
K
E
R
B
O
A
R
D
60" AFF
1'
HS
D
G
30
/
3
0
WB
K
30/48
65E-F
HS
D
G
FF
SL3029F
MP
2
4
4
WB
K
30
/
3
0
MP484
65E-F
30
/
6
5
FF
BBF
30/48
SL
3
0
2
9
F
SL3029F
48/65
BBF WB
K
MP
3
0
4
SL3029F
36/5
65E-F
MP
3
0
4
CD
P
A
_
L
35
W
SL3029F
30
/
6
5
30/48 BBF
MP484
HS
D
G
65E-F
SL
3
0
2
9
F
2141XLAL
30/48
FF
35
W
30
/
3
0
65
T
MP
3
0
4
30
/
6
5
30
/
6
5
48/65
WB
K
30
/
2
7
65
E
-
F
BBF
FF
HS
D
G
48/65
65E-F
65E-F
35
W
48/65
CD
P
A
_
R
65
E
-
F
CL
CL
SL
SL
DPA_L
DP
A
_
L
D
P
A
_
R
DP
A
_
L
D
P
A
_
R
DPA_R
HI
G
S
6
HI
G
S
6
HIW
M
M
HIW
M
M
HIW
M
M
HIW
M
M
HF23C
HF23C
HF23C
48/3
0
48/3
0
48/3
0
48/3
0
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
HF23C
WT
H
WT
H
WT
H
WT
H
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
22
/
4
2
F
MA
MA
MA
MA
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
HL
E
D
1
7
A
S
42
42
42
42
TC
3
0
-
F
TC
3
0
-
F
TC
3
0
-
F
TC48-FTC48-F
TC
3
0
-
F
TC48-F
TC48-F
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
PROJECT DESCRIPTION
9/12
05/12/25
PAGE NO.
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
[Order entry,
Contract
Holly Reeves
Ames Water
Pollution Control
Nathan Wells
DESIGNER
DATE
WORKPLACE CONSULTANT
PROJECT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
88216
2141XLAL Coat Rack w/ 5 hooks on a flush plate
CORRIDOR
20003
KEY 119E
FIRST AID/
LACATION/
SLEEP
20021
COAT HOOK
60" AFF
1'
MP
3
0
4
30
/
6
5
30
/
3
0
SL3029F
30/48
HS
D
G
MP484
SL
3
0
2
9
F
65E-F
BBF
2141XLAL
65E-F
20X28
CL
DPA_L
HIW
M
M
48/3
0
HF23C
HF23C
WT
H
22
/
4
2
F
MA
HL
E
D
1
7
A
S
42
TC
3
0
-
F
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PAGE NO.
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
PROJECT DESCRIPTION
10/12
05/12/25
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
[Order entry,
Contract
Holly Reeves
Nathan Wells
Ames Water
Pollution Control
PROJECT
DATE
DESIGNER
WORKPLACE CONSULTANT
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
89217
REF.
RNG.
REF.IT CLOSET
BREAK
ROOM
20013
TABLE & CHAIR60
29H 29H
60 HM
G
1
HMG1
HM
G
1
HMG1
HMG1
HMG1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HM
G
1
HMG5HMG5HMG5HMG5
LK
R
/
D
/
3
6
/
7
2
-
6
LK
R
/
D
/
3
6
/
7
2
-
6
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUSTEXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
11/12
05/12/25
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
PROJECT DESCRIPTION
PAGE NO.
Nathan Wells
[Order entry,
Contract
Ames Water
Pollution Control
Holly Reeves
PROJECT
WORKPLACE CONSULTANT
DESIGNER
DATE
KEYS
FR311 - FR322
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
90218
RACK RACK
TV
MR-611H Magnuson Group Mega Rak 1
TABLE & CHAIR
STORAGE
20015A
LOCATION TBD
IT CLOSET
20014
CONFERENCE/
TRAINING
ROOM
20015
25D X 72W
36 CHAIRS WITH ARMS
MOBILE COAT RACK
12 CHAIRS WITHOUT ARMS
1f
t
5f
t
5f
t
1f
t
Ga
n
g
1f
t
Ga
n
g
Ga
n
g
H37-1/8-N
1f
t
1f
t
5f
t
1f
t
5f
t
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
Ga
n
g
H37-1/8-N
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
H37-1/8-N
MR-611H
5f
t
5f
t
30
/
7
2
/
3
0
H
1f
t
30
/
7
2
/
3
0
H
Ga
n
g
5f
t
5f
t
30
/
7
2
/
3
0
H
Ga
n
g
1f
t
5f
t
30
/
7
2
/
3
0
H
5f
t
Ga
n
g
1f
t
30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
5f
t
5f
t
1f
t
Ga
n
g
1f
t
Ga
n
g
5f
t
H37-1/8-N
30
/
7
2
/
3
0
H
5f
t
1f
t
Ga
n
g
1f
t
30
/
7
2
/
3
0
H
Ga
n
g
Ga
n
g
Ga
n
g
5f
t
Ga
n
g
1f
t
Ga
n
g
H37-1/8-N 30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
Ga
n
g
30
/
7
2
/
3
0
H
Ga
n
g
5f
t
1f
t
H37-1/8-N30
/
7
2
/
3
0
H
30
/
7
2
/
3
0
H
Ga
n
g
5f
t
5f
t
5f
t
1f
t
Ga
n
g
5f
t
1f
t
1f
t
30
/
7
2
/
3
0
H
1f
t
30
/
7
2
/
3
0
H
1f
t
30
/
7
2
/
3
0
H
1f
t
Ga
n
g
5f
t
Ga
n
g
30
/
7
2
/
3
0
H
H37-1/8-N
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HM
N
2
HICS
7HICS
7
HT
L
L
E
C
T
A
36
x
7
2
H
36
x
7
2
H
PAGE NO.
PROJECT DESCRIPTION
05/12/25
12/12
d:\DESIGNPROJECTS\A-F\CITY OFAMES\RFPS\250121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG\DRAWINGS\CET\25
0121_AMESCI_WATER
POLLUTION CONTROL
PLANT ADMIN
BLDG_CET.cmdrw
515.288.7090
309 Locust St.
Des Moines, IA 50309
www.workspaceinc.net
AND CONDITIONS.AGREEMENT TO THESE TERMSDOCUMENT CONSTITUTESACCEPTANCE OF THISDESTROYED AS INSTRUCTED.WORKSPACE INC. ORMUST BE RETURNED TORELATED NOTES AND ANALYSIS,ALL COPIES, EXTRACTS,THIS DOCUMENT, ALONG WITHDEMAND OF WORKSPACE INC.,RIGHTS RESERVED. UPON THEWORKSPACE INC. ALL PATENTWRITTEN CONSENT OFWITHOUT THE EXPRESSUSED IN ANY OTHER MANNERREPRODUCED, LOANED, ORNOT BE DISCLOSED,INFORMATION HEREIN MUST
EXPRESSLY LOANED. THE
FOR WHICH THE DOCUMENT IS
USED ONLY FOR THE PURPOSE
TRANSFERRABLE AND MUST BE
IN CONFIDENCE. THIS IS NOT
AFFILIATES AND IS SUBMITTED
WORKSPACE INC. AND/OR ITS
HEREIN IS THE PROPERTY OF
INFORMATION CONTAINED
THIS DOCUMENT AND ALL
COMPANY CONFIDENTIAL:
Nathan Wells
Ames Water
Pollution Control
[Order entry,
Contract
Holly Reeves
WORKPLACE CONSULTANT
PROJECT
DATE
DESIGNER
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
91219
7/8/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #023 – Raw Waste Gate Valve Credit
Dear Travis Anderson:
Per the request of Strand Associates, we are proposing the following:
• Deduct supply and install of (1) 20" Gate valve w/ electric actuator
• Deduct supply and install (2) 30" gate valve w/ electric actuator(s)
Our total credit for the subject changed work is ($142,912.18). All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/18/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
92220
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 23
Price Breakdown
RAW WASTE GATE VALVES CREDITDescription:
Credit supply and install for (2) 30" gate valves and (1) 20" gate valve located in the Raw Waste Basement . Credit includes actuators associated with
these valves. No work will be done on the existing valves or actuators.
Description PriceQuantity Unit Unit Price
GATE VALVE MATERIAL CREDIT
CREDIT 30" GV LABOR
CREDIT 20" GV LABOR
CREDIT GASKETS AND BOLTS
-142,912.18Subtotal:-5,557.00 0.00 -137,355.18 0.00 0.00 0.00
Total:$-142,912.18
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
93221
TERMS & CONDITIONS
ADDITIONAL COMMENTS
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
PREPARED BY:
2025-07-17-MT-1
July 17, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:AMES - NURIENT REDUCTION - CREDIT FOR 20" & 30" GATE VALVES
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
WOODRUFF TERMS:100% Net 30 Days
DELIVERY:
SUBMITTAL:
Item
No.Tag Description
1 1
Quantity Size
30"
$ 26,000 $ 26,000 Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C20"
Kennedy Resilient Seat Gate Valve, AIS, Flanged, Elec-O/C2 $ 104,000 $ 52,000 2
Total Credit $ 133,000
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
11. Pricing will be held for 30 days.
12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-07-17-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
94222
7/8/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #024 – Admin Building Well Tanks
Dear Travis Anderson:
Per RFI 113 , we are proposing the following:
• Supply well tanks as outlined in the RFI response. Tanks will be Amtrol WX-452C.
• Price does not include labor and includes a credit to cover the cost of the tanks that could have been assumed.
Our total price to perform the subject changed work is $30,666.53. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/10/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
95223
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 24
Price Breakdown
ADMIN BUILDING WELL TANKSDescription:
Supply well tanks per RFI 113.
Description PriceQuantity Unit Unit Price
SUPPLY WELL TANKS 200-01 + 200-02
CREDIT 200 GALLON POLY TANK COST
28,527.00Subtotal:0.00 0.00 0.00 0.00 30,027.00 -1,500.00
$713.182.50%$28,527.00Bonds & Insurance
$1,426.355.00%$28,527.00OH&P - Subcontractor
Total:$30,666.53
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
96224
Change Order Estimate RFI 113 Rev1
Description:
QTY UNIT UNIT TOTAL UNIT TOTAL UNIT TOTAL
LINE
TOTAL
Project Manager 1 HRS 110.00 110.00 110.00
JOURNEYMAN PLUMBER 0 HRS 90.00 0.00 0.00
APPRENTICE 0 HRS 60.00 0.00 0.00
0.00
0.00
0.00
0.00
MATERIAL 0.00
0.00
Water Tanks 2 UNIT 0.00 11,000.00 22,000.00 22000.00
shipping 2 LOT 0.00 2,000.00 4,000.00 4000.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
EQUIPMENT 0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
PRIME-TOTALS 110.00 26,000.00 0.00 26,110.00
LS 0.00 0.00 0
1 LS 0.00 0.00 0
LS 0.00 0.00 0
LS 0.00 0.00 0
SUB-TOTALS 0.00 0.00 0.00 0.00
BOND (IF APPLICABLE)
Company:PROCTOR MECHANICAL CORP FEE PRIME (15%)3,916.50
Contact:
Date:7/3/2025 MATERIAL TAX 0.00
Rick Wald QUOTED PRICE 30,027
Rick Wald
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
97225
PROCTOR MECHANICAL CORPORATION
1100 HOAK DRIVE
WEST DES MOINES, IA 50265
PLUMB SUPPLY COMPANY - DSM
1622 NE 51ST AVE
DES MOINES, IA 50313-2125
Phone 515-262-9511
EXPIRATION DATE
PAGE NO.
Quotation
QUOTE NUMBER
S10109168707/24/2025
1 of 1
PLUMB SUPPLY COMPANY - DSM
1622 NE 51ST AVE
DES MOINES, IA 50313-2125
Phone 515-262-9511
CUSTOMER NUMBER CUSTOMER PO NUMBER JOB NAME / RELEASE NUMBER SALESPERSON
WRITER SHIP VIA TERMS SHIP DATE FREIGHT ALLOWED
DSM COMMERCIAL
BEST WAY 06/24/2025CHRISTOPHER GOULDING 2% 15TH, NET 20TH
1245
ORDER QTY DESCRIPTION UNIT PRICE EXT PRICE
QUOTE TO:
PROCTOR MECHANICAL CORPORATION
1100 HOAK DRIVE
WEST DES MOINES, IA 50265
SHIP TO:
No
***********************************
***********************************
* DOES NOT MEET A.I.S. REQ *
*********************************
DOES MEET BUY AMERICAN REQ
**********************************
MADE TO ORDER 4-5 WEEK LEAD TIME
**********************************
WX-452-C-150-PSI AMTROL WELL TANK
392374
~~SPECIAL ORDER, NO RETURN~~
2ea 11000.000/ea 22000.00
22000.00
22000.00
Printed By: GOUCHR on 6/24/2025 1:08:38 PM CDT
Please note that all quoted prices are subject to change without
notice due to fluctuations in tariffs, taxes, and other market
conditions. Any increase in costs resulting from changes in tariffs
will be reflected in the final price. At Plumb Supply we strive to
provide accurate and up-to-date pricing, but external factors may
necessitate adjustments. Thank you for your understanding.
Estimated Tax 0.00
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
98226
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 113
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 6/03/2025
Owner: City of Ames Date Required: 6/06/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and
WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on
what will call for the wells pumps to run?
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run
similar to existing based on pressure switch located at pressure tanks (WT-200-01/02).
See the upcoming CPR for additional information.
Chris Wright 6/13/25Chris Wright
6/13/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
99227
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
I
N
.
1'
-
0
"
1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
PUMP
MIN.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM
4429.0094429.009
990-P5.02990-P5.02
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TRAVIS ANDERSONTRAVIS ANDERSON
287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
100228
7/16/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #025 – Well Pump Controls (CPR-016)
Dear Travis Anderson:
Per CPR-016, we are proposing the following:
• Provide electrical, controls and programing modifications per CPR-016.
Our total price to perform the subject changed work is $3,200.01. All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 7/23/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
101229
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
2
23
0
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
3
23
1
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
4
23
2
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
5
23
3
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
6
23
4
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
10
7
23
5
Cost Proposal Request
Nutrient Reduction Modifications–Phase 1
City of Ames, Iowa
Contract 2024-089
July 2, 2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
COST PROPOSAL REQUEST NO.:016
TO:Woodruff Construction, Inc.
ISSUED BY:Travis Anderson
DISTRIBUTION
Zach Phillips Woodruff Construction, Inc.
Tyler VerMeer City of Ames
Travis Anderson Strand Associates, Inc.®
Please submit an itemized quotation for changes in the Contract Price and Time incidental to proposed modifications
to the Contract Documents described herein.
DESCRIPTIONS AFFECTING THE SPECIFICATIONS
Sections 26 09 00 and 26 09 90
016-01 The existing hardwired start/stop signals from the Administration Building hydropneumatic tank
control system to the two well pump starters in MCC-2 in the Trickling Filter Complex will be removed
as part of the Administration Building demolition. Provide the following I/O and controls to maintain
functionality of the well pumps. Controls described below shall be provided in SCC-200 and be
messaged to existing RTU-2 as needed. Spare I/O may be used as available. Programming shall be
provided through the Section 26 09 00 enhancement time allowance; provide an estimate of the time
required to implement PLC and SCADA HMI programming additions:
SCC EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
200
OFFICE WATER
SUPPLY WELL PUMP
PRESSURE SWITCH
PS-200-
01 1 0 0 0 2~#14 FROM PRESSURE SWITCH
RTU EQUIPMENT NAME NUMBER DI DO AI AO WIRE COMMENTS
2 WELL PUMP NO. 1
START/STOP WP-1 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
2 WELL PUMP NO. 2
START/STOP
WP-2 0 1 0 0 2~#14 TO EXISTING STARTER IN
MCC-2
A.The Well Pumps (WP-1 and WP-2) shall each be controlled from this PLC with a SCADA Hand-
Off-Auto switch as follows:
1.In SCADA “Hand,” the pump shall start and run.
2.In SCADA “Auto,” the pumps shall be controlled as follows:
a.When the office water supply pressure falls below the well pump pressure switch
(PS-200-01) setpoint, the lead pump shall start and run. When the office water
supply pressure rises above the well pump pressure switch setpoint, the lead pump
shall shut down.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
108236
Cost Proposal Request No.016
Contract 2024-089
Page 2
June 30,2025
TJA:tll\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Cost Proposal Requests\CPR-016 -Str 200 Well Pressure Tank\CPR-016 -Str 200 Well Pressure Tank.docx
b.The operator shall be able to select a “Fixed” mode or “Automatic” mode for
alternation of the pumps as follows:
(1)In the “Fixed” mode, the operator shall be able to select the lead pump
with the unselected pump automatically becoming the standby pump.
Alternation of the pumps shall be done manually by the operator.
(2)In the “Automatic” mode, there shall be an automatic alternator within this
PLC that shall rotate the pump sequence each time the lead pump shuts
down.
(3)If the lead pump is called to run and fails to start (call-to-run fail), is
operating and fails, or is taken out of "Auto” (SCADA selector switch),
the standby pump shall rotate into the lead position.
DESCRIPTIONS AFFECTING THE DRAWINGS
Drawing 200-P7.08
0016-02 Coordinate installation of water pressure switch provided by Division 26 in location shown on
attached drawing.
0016-03 Clarification shutoff valve shall be provided as shown in the attached drawing.
Drawing 200-E1.04
0016-04 Provide a pressure switch (PS-200-01)in the northeast corner of the room on the office water supply
piping.Pressure switch shall be as specified in Section 26 09 00.2.15.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
109237
1.53/4" DCW
1.53/4" DHW
43/4" DCW
1.53/4" DHW
1.53/4" DCW
BV
18.51 1/2" DCW
1.53/4" DCW
1.53/4" DHW
3/4" DHWR
BV
BV
BV
BV
BV
31" DCW
31" DHWEEWS-1
1.53/4" DCW
1.53/4" DHW
101" DCW
101" DHW BV
BV
BV
BV
BV
L-1
L-1
L-1
L-1
LT-1
WB-1
UR-1
L-1
L-1
SK-1
WH-1
SK-2
SK-2
SK-2
SK-1
MB-1
23/4" DCW
23/4" DHW
23/4" DCW
23/4" DHW81" DHW
401 1/2" DCW
13/4" DCW
13/4" DHW
23/4" DCW
BV
BV
SK-1
23/4" DHW
23/4" DCW
13/4" DCW
13/4" DHW
33/4" DHW
33/4" DCW
131" DCW
131" DHW
(TYP.)
21" DHW
141" DCW
21" DCW
21" DHW
WATER HAMMER
ARRESTOR
WH-1
BV
43/4" NPW
BV
BV
TMV-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
SEE SHEET 200-P7.07
FOR CONTINUATION.
1.53/4" DCW
1.53/4" DHW
1.53/4" DCW
1.53/4" DHW
61 1/2" DCW
CIRCUIT SETTER
61 1/4" DCW
BV
BV
RPZ
BV
75.251 1/2" DCW
31.51 1/2" DHW
0.53/4" DCW
WC-1
WC-1
WC-1
WC-1
WC-1 WC-1
WC-1
EWC-1
(TYP.)
(TYP.)
21" DCW
21" DHW
21" DCW
21" DHW
BV
BV
3/4" DHWR
WH
200-01
DHWP
200-01
BV
361 1/2" NPW
SH-1
SH-1
SEE SHEET 200-P7.07
FOR CONTINUATION.
HEATING HOT WATER
SYSTEM CONNECTION
BV
1.51/2" DCW
1.51/2" DHW
WS
200-01
CF
200-01
WT
200-02
WT
200-01
WATER HAMMER
ARRESTOR
SK-2
4.51" DCW
4.51" DHW
1.51 1/2" DHW
1.51 1/2" DHW
14.51 1/2" DCW
CV
KEY NOTES:
REFRIGERATION CONNECTION BOX FOR FUTURE USE.1
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:31:08 AM9/9/2024 9:31:08 AM
4429.0094429.009
200-P7.08200-P7.08
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TRAVIS ANDERSONTRAVIS ANDERSON
248248
NO SCALE
ENLARGED OFFICE WATER SUPPLY SCHEMATIC
1
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09
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09
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CLARIFICATION:
Bypass valve required.
Well Pump Pressure
Switch
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
110238
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
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1'
-
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1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
PUMP
MIN.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM
4429.0094429.009
990-P5.02990-P5.02
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TRAVIS ANDERSONTRAVIS ANDERSON
287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
11
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09
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09
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CLARIFICATION: Valve
shown on isometric
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
111239
7/22/2025
TRAVIS ANDERSON
STRAND ASSOCIATES
910 WEST WINGRA DRIVE
MADISON, WI 53715
RE: NUTRIENT REDUCTION MODIFICATIONS – PHASE 1
AMES, IA
SUBJ: Potential Change Order #026 – Control Box A Gate Credit
Dear Travis Anderson:
Per the request of Strand Associates and the City of Ames, we are proposing the following:
• Credit back the removal of the existing gate and supply and installation of a new gate for Control Box A.
• Replace the seals and actuator on the existing gate per the recommendations of Coplastix.
Our total credit for the subject changed work is ($33,472.00). All supporting documentation is attached.
The schedule analysis determines the resulting changed activity sequence to add (0) ZERO WORKING DAYS to the
project. This cost is included in the above price.
Your written approval is required by 8/5/2025. Action after that date will result in additional costs and added time,
which will then be added to the above price.
When this potential change order is signed by the Owner and a copy is returned to the contractor, approval of
change(s) is effective IMMEDIATELY and we will proceed with the change(s) described above. Approved changes
will be included in a future contract change order. If you require additional clarification, please contact me. Thank you
for your prompt response.
Sincerely,
WOODRUFF CONSTRUCTION, INC.
Zach Phillips
Senior Project Manager
cc: File
______________________/__________ ______________________/__________
Owner Approval / Date Engineer Approval / Date
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
112240
1890 KOUNTRY LANE, FORT DODGE, IA 50501
Ph : (515)576-1118 Fax: 515-955-2170
WOODRUFF CONSTRUCTION, INC
Change Request # 26
Price Breakdown
CONTROL BOX A GATE CREDITDescription:
Credit Control Box A Gate removal and re -install with new.
Replace seals on the existing gate and install a new actuator
Description PriceQuantity Unit Unit Price
CONTROL BOX A GATE MATERIAL CREDIT
CREDIT GATE REMOVAL AND INSTALL
CONCRETE MATERIAL CREDIT
COPLASTIX SEAL REPLACEMENT
-33,472.00Subtotal:-6,160.00 0.00 -42,912.00 0.00 0.00 15,600.00
Total:$-33,472.00
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
113241
TERMS & CONDITIONS
ADDITIONAL COMMENTS
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
PREPARED BY:
2025-07-18-MT-1
July 18, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:Ames - Nutrient Reduction - Credit For SLG-05-01
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
WOODRUFF TERMS:100% Net 30 Days
DELIVERY:
SUBMITTAL:
Item
No.Tag Description
1 1
Quantity Size
$ 59,000 $ 59,000 Deduct for Whipps Gate - SLG - 05 -01
Total Credit $ 59,000
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
11. Pricing will be held for 30 days.
12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-07-18-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
114242
TERMS & CONDITIONS
ADDITIONAL COMMENTS
1. Price does not include mechanical joint accessories, valve boxes, special coatings, special tagging, tee operating wrenches, flange gaskets, bolts,
installation services, test certifications, field start up services, special crating, extended warranties or packaging for export - unless otherwise noted.
2. State and local use taxes are not included. Tax exempt certificates must be provided if the project is determined to be tax exempt.
3. A maximum of 8 printed Submittal & O&M will be provided on double-sided prints in a loose, unbound, and untabbed format. Electronic copies will
be available via e-mail as an Adobe Acrobat PDF file. Any requirements for special formatting, including but not limited to, binders, separation tabs,
Color Prints, Single-Sided Prints, Compact Disc or USB Flash Drive will be subject to additional charges.
4. This quotation was prepared with limited specifications, and/or application data. Any subsequent changes to materials, coatings,
features, actuation, accessories, or otherwise shall require a re-quotation.
5. This quotation is limited to the scope, supply & descriptions above. Please review all necessary valve/tag schedules, and installation drawings to
ensure all items are included.
6. This quotation/order is subject to the manufacturers’ acceptance, standard warranty and terms and conditions (available upon request).
7. This repair quote is an estimate only. Should the need for additional parts and repairs be discovered after repair work has begun or during testing, this
quote will be adjusted to reflect the cost of additional repairs. You will be notified prior to the repair being accomplished.
8. Mellen & Associates will provide a Certificate of Insurance upon request but will not issue Additional Insured certificates. In addition we will not accept
any terms that waive subrogation or include any non-contributory contract language.”
9. Automated valve packages, Field Service, and Start-Up may be invoiced separately.
10. Delivery quotes represent an estimate only, with all items quoted as "subject to prior sale".
11. Pricing will be held for 30 days.
12. Freight allowance is based on a single shipment at the discretion of the Seller. Freight costs for partial shipments will be borne by the Buyer.
1. Please reference quotation number 2025-07-16-MT-1 on all purchase orders & correspondence.
2. Purchase Orders resulting from this quotation shall be issued to "Mellen & Associates, Inc".
SUB-TOTAL $ 16,268
$ 15,268 $ 15,268 Auma SAEX14.6/GK25.2/ACEXC01.2120" x
72"
2 Start-up $ 1,000 $ 1,000 1 Start Up for Electric Actuator
Item
No.Tag Description
1
Structure 5 - SLG-
05-01 (Control Box
SG-48 from
Ashbrook)))
1
Quantity Size
PREPARED BY:
2025-07-16-MT-1
July 16, 2025QUOTATION DATE:
QUOTATION#:
VALVES * ACTUATORS * EQUIPMENT
MUNICIPAL * POWER * PROCESS
NEBRASKA * IOWA * KANSAS * MISSOURI
MELLEN &
ASSOCIATES, INC. 3404 S. 11th St., Council Bluffs, IA 51501
QUOTED TO:
PROJECT NAME:AMES, IA - NUTRIENT REDUCTION
Mike Toupin
Ph: (712) 322-9333
Fax: (712) 322-6557
mtoupin@melleninc.com
WOODRUFF TERMS:100% Net 30 Days
DELIVERY:
SUBMITTAL:
Factory
FREIGHT TERMS:
F.O.B.:
Ext.
NetEach
Freight Allowed
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
115243
Classified by Alfa Laval as: Business
June 24, 2025
To: Ames, IA
Attn: Zach Phillips/Woodruff Construction
Re: Seal Replacement Kit/Door- Coplastix Sluice Gate
Alfa Laval Quote No.: 05072025 r1
Dear Mr. Phillips,
Item #1 SG-48
Item #2
Item #3 SG-48
5400 International Trade Drive
Richmond, VA 23231 - USA
(800) 362 - 9041
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
116244
June 24, 2025
Seal Replacement for Ames, IA
Alfa Laval Quote No.: 05072025 r1
Page 2
Classified by Alfa Laval as: Business
NOTES AND EXCEPTIONS:
A. Equipment offered is Coplastix Standard Design.
B. Alfa Laval Inc. requires the customer furnish a written purchase order and it must be
executed to schedule date. No technician will be dispatch to the job site without receiving a
purchase order.
C. Scheduling: We require 3 weeks’ notice minimum to schedule field service. Service will be
confirmed subject to PO and current workload.
D. Cancellation: 48-hour notice is required. In the event the field service is postponed or
canceled within 48 hrs., a cancellation fee shall be imposed, to include all costs for time,
travel, mileage, and expenses, as applicable.
E. Tools: Alfa Laval technicians carry standard hand tools. Extra tools shall be provided by the
customer.
F. Equipment: All safety equipment, ladders, man lifts, rain tents, etc. shall be provided by the
customer. The area of the gates shall be dry including the bottom for 48 hrs.
G. Disassembly/reassembly of gates shall be done with the help of customer. Alfa Laval
technician might be present to assist during disassembly unless disassembly done prior to
technician arrival. Reassembly and adjustment of gates will be done after seals replaced.
DO NOT assume any item not listed above is included in our proposal.
Material/Equip. Total Price (see individual pricing above if not all needed) = $63,400.00 ea.
Installation Service (1T, 2D) = $8,800.00
Freight: Included
Total = $15,600.00
Contact (Mark Enochs) Tel # (952) 334-9257 for placing order.
Unless otherwise specified in this proposal, all installation of equipment supplied by Alfa Laval,
Inc. shall be installed by others.
Taxes:
The quoted price does not include any local, state, or federal taxes, permits or other fees. Any
taxes or fees that may apply must be added to the quoted price and paid by the buyer.
Proposal Acceptance:
This proposal is offered for acceptance within thirty (30) days from date of this quotation or date
of bid opening, whichever is the later date. Prices are subject to review thereafter. Prices are
firm, based upon receipt of a Letter of Intent or Purchase Order and notice to proceed within this
thirty (30) day period and the review and return of submittal drawings to Alfa Laval within thirty
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
117245
June 24, 2025
Seal Replacement for Ames, IA
Alfa Laval Quote No.: 05072025 r1
Page 3
Classified by Alfa Laval as: Business
(30) days. Delays caused by slow return of submittals and/or other manufacturing delays caused
by the contractor, owner, owner's agent or engineer may result in additional charges of 1% per
month for such delays or part thereof.
Shipment:
Shipment on the replacement seals can be made within three (3) to four (4) weeks after receipt of
executed order. If a replacement door is needed, the delivery will be approx. sixteen (16) weeks,
depending on shop loading at time of order. Service needs to be scheduled at a minimum three
weeks prior of date of service.
Payment Terms:
100% net 30 days (subject to credit approval) and as such no provision for retainage will be
allowed under the terms of this project. These payment terms are not contingent upon payment
from owner to Purchaser. Shipments such as embedded metal or partial items will be invoiced as
shipped on a prorated price to be determined by Alfa Laval, Inc.
If Purchaser delays shipment, Alfa Laval, Inc. may invoice and pass title to the Purchaser;
Purchaser agrees to remit the amount due at the times stated, as if the equipment had shipped.
All costs of storage shall be at the Purchaser's expense.
Escalation Charges:
In the event that delivery of equipment cannot be made on the scheduled delivery date agreed
upon between Alfa Laval and buyer and as evidenced by the terms of the contract, due to buyer
delay, Alfa Laval reserves the right to assess reasonable escalation charges to the project at the
rate of 1% per month of the contract value for each month that the project is delayed.
Terms:
Alfa Laval's Standard Terms and Conditions are enclosed and apply in their entirety. All
applicable sales, use or other taxes are to be paid by buyer. If any taxes are to be paid by seller,
the quotation price shall automatically be increased by the same amount. Failure to pay invoices
promptly when due nullifies Alfa Laval, Inc.’s obligation to perform work under warranty,
installation and start-up in a timely manner.
The contractor explicitly agrees that subject to acceptance by the consulting engineer and/or the
owner, Alfa Laval, Inc. may substitute a stand-by letter of credit in lieu of cash retainages
required in the plans and specifications and contract documents, and 100% of the cash released
by such acceptance will flow through immediately to Alfa Laval, Inc. All orders are subject to
credit approval prior to acceptance of contract and/or purchase order.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
118246
June 24, 2025
Seal Replacement for Ames, IA
Alfa Laval Quote No.: 05072025 r1
Page 4
Classified by Alfa Laval as: Business
General Notes:
There is no provision included in the quoted price, unless noted, for field erection supervision,
tests, inspections, or adjustment of equipment. If factory representative is required for any of
these services, please refer to "Service Terms" enclosed. The equipment offered by Alfa Laval,
Inc. is our standard design, materials, and manufacture. In the event that these items of
equipment are subject to any alteration in design or materials or manufacture by the contractor,
owner, owner's agent or engineer, such alterations shall be subject to change in the contract price
and/or delivery schedule.
We wish to thank you for the opportunity of offering this proposal. Should you have any
questions, please feel free to contact our representative or us noted below.
Sincerely,
Doug Thomas
Doug Thomas
Busine Unit Manager, Fluid Control
cc. MNX, Inc. (Mark Enochs) Alfa Laval Sales Representative
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
119247
Page 5 of 6
Alfa Laval Terms and Conditions of Sale (June 2020) v.2
Classified by Alfa Laval as: Business
TERMS AND CONDITIONS OF SALE
These Terms and Conditions of Sale (“Terms and Conditions”) apply to all
quotations, orders, and contracts for Alfa Laval Inc. products (hereafter
"Equipment") and associated services (“Services”) As used in these Terms
and Conditions, the word "Equipment" includes all hardware, parts,
components, software and options.
1. ACCEPTANCE: Our sale to you is limited to and expressly made
conditional on your assent to these Terms and Conditions and, if
applicable, on the attendant quotation, both of which form a part of the
contract between us and which supersede and reject all prior agreements,
representations, discussions or negotiations, whether written or oral, with
respect to this sale and any conflicting terms and conditions of yours,
whether or not signed by you. Any terms and conditions contained in your
purchase order or request for quotation or other form which are different
from, in addition to, or vary from these Terms and Conditions are expressly
rejected, shall not be binding upon us, and are void and of no force or
effect. These Terms and Conditions may not be changed except by the
written agreement of both parties.
2. PRICES: Unless otherwise specified in writing, all quoted prices
are in U.S. Dollars and are firm for thirty (30) days from the date of offer.
Prices quoted are exclusive of taxes, freight and insurance, and you agree
to pay any and all sales, revenue, excise or other taxes (exclusive of taxes
based on our net income) applicable to the purchase of Equipment. If you
claim an exemption from any such taxes you shall provide us with a tax
exemption certificate acceptable to the taxing authorities.
3. DELIVERY; FORCE MAJEURE: Dates for the furnishing of
Services and/or delivery or shipment of Equipment are approximate only
and are subject to change. Quoted lead times are figured from the date of
receipt of complete technical data and approved drawings as such may be
necessary. We shall not be liable, directly or indirectly, for any delay in
delivery or failure to deliver caused by carriers or by labor difficulties,
shortages, strikes or stoppages of any sort, or difficulties in obtaining
materials from ordinary sources and suppliers. In addition, we shall not be
liable for any such delays or for any failure to perform our obligations under
an order or contract due to any one or more of the following events,
whether foreseeable or not: war, hostilities, military operations, terrorism,
riots, disorder, accidents, floods, storms, natural disasters, fires, acts of
God, epidemics and/or pandemics (and specifically in relation hereto and
notwithstanding anything else stated herein, whether or not outbreak of
such epidemic or pandemic has occurred prior to acceptance of this order
or execution of a contract for the Services), governmental, judicial or
administrative decisions, decrees or orders, embargoes or blockades, or
any causes beyond our reasonable control. Unless otherwise specifically
agreed in writing by us, in no event shall we be liable for any damages or
penalties whatsoever, or however designated, resulting from our failure to
perform or delay in performing due to any of the causes specified in this
paragraph 3.
4. SHIPMENT, RISK OF LOSS, TITLE: All sales are made F.O.B.
Alfa Laval shipping point, unless otherwise noted. Duty, brokerage fees,
insurance, packing and handling as applicable are not included unless
otherwise noted. Our liability for delivery ceases upon making delivery of
Equipment to the carrier at the shipping point in good condition. The carrier
shall be your agent. Risk of loss shall pass to you upon such delivery.
Regardless of the delivery term specified, we shall retain title to the
Equipment until final payment thereof has been made.
5. CREDIT AND PAYMENT: Payment terms are (30) days net,
unless agreed otherwise by us in writing. Pro rata payments shall become
due with partial shipments. Any discount period which may be granted by
us begins on the invoice date and all payments are due 30 days after the
invoice date. All payments shall be made without deduction, deferment, set -
off, lien or counterclaim of any nature. All amounts due not paid within 30
days after the date such amounts are due and payable shall bear interest at
the lesser of 1.5 percent per month or the maximum rate of interest allowed
by law. We reserve the right at any time to suspend credit or to change
credit terms provided herein, when, in our sole opinion, your financial
condition so warrants. Failure to pay invoices when such invoices are due
and payable, at our election, shall make all subsequent invoices
immediately due and payable irrespective of terms, and we
may withhold all subsequent deliveries until the full account is settled. We
shall not, in such event, be liable for delay of performance or
nonperformance of contract in whole or in part subsequent to such event.
6. SECURITY AGREEMENT: You hereby grant us a security
interest in the Equipment, including a purchase money security interest,
and in such materials, proceeds and accessories thereof, to secure
payment of the purchase price of the Equipment. You authorize us to file or
record a purchase order or copy thereof or any UCC financing statement
showing our interest in the Equipment in all jurisdictions where we may
determine filing to be appropriate, and you agree to sign all such
documents reasonably related thereto promptly following our request. You
will not encumber the Equipment with any mortgage, lien, pledge or other
attachment prior to payment in full of the price therefor.
7. CANCELLATIONS AND CHANGES: Orders which have been
accepted by us are not subject to cancellation or changes in specification
except upon prior written agreement by us and upon terms that will
indemnify us against all losses resulting from or arising out of such
cancellation or change in specifications. In the absence of such
indemnification, we shall be entitled to recover all damages and costs of
whatever nature permitted by the Uniform Commercial Code.
8. DEFERRED SHIPMENT: If shipment is deferred at your request,
payment of the contract price shall become due when you are notified that
the Equipment is ready for shipment. If you fail to make payment or furnish
shipping instructions we may either extend the time for so doing or cancel
the contract. In case of deferred shipment at your request, storage and
other reasonable expenses attributable to such delay shall be payable by
you.
9. EQUIPMENT WARRANTY AND REMEDY:
(a) For new Equipment only, we warrant to you that the Equipment
that is the subject of this sale is free from defects in design (provided that
we have design responsibility), material and workmanship. The duration of
this warranty is twelve (12) months from start-up or eighteen (18) months
from delivery to you, whichever occurs first (the "Warranty Period"). If you
discover within the Warranty Period a defect in design, material or
workmanship, you must promptly notify us in writing. Within a reasonable
time after such notification, we shall repair, replace, or, at our option, refund
you the price of the defective Equipment or part thereof.
(b) For repairs, parts and Services provided by us, we warrant to you
that the repairs, parts and Services we provide to you will be free from
defects in material and workmanship. The duration of this warranty is ninety
(90) days from as applicable (i) the date the Equipment which required the
repairs, parts or Services is returned to you by us, (ii) the date of your
receipt of the part, or (iii) the date of completion of the repair or other
Services, if performed at your facility. If during this ninety day period you
discover a defect in the repairs, parts or Services you must promptly notify
us in writing and we shall correct such defect with either new or used
replacement parts or reperform the Services as applicable. If we are unable
to correct the defect after a reasonable number of attempts, we will provide
a refund of the price paid for the defective repair, parts or Services.
(c) All warranty service is subject to our prior examination and
approval and will be performed by us at your facility or at service centers
designated by us. All transportation to and from the designated service
center will be at our expense. The remedies set forth above are your
exclusive remedies for breach of warranty. Unless otherwise agreed in
writing by us, our warranty extends only to you and is not assignable to or
assumable by any subsequent purchaser, in whole or in part, and any such
attempted transfer shall render all warranties provided hereunder null and
void and of no further force or effect.
(d) The warranties set forth above are inapplicable to and exclude
any product, components or parts not manufactured by us or covered by
the warranty of another manufacturer. We shall have no responsibility for
defects, loss or damage to the extent caused by (i) normal wear and tear,
(ii) your failure to follow all installation and operation instructions or manuals
or to provide normal maintenance, (iii) repairs or modifications by you or by
others not under our direct supevision, or (iv) a product or component part
which we did not design, manufacture, supply or repair.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
120248
Page 6 of 6
Alfa Laval Terms and Conditions of Sale (June 2020) v.2
Classified by Alfa Laval as: Business
(e) DISCLAIMER OF IMPLIED WARRANTIES. THE WARRANTIES
SET FORTH ABOVE AND IN SECTION 12 BELOW ARE IN LIEU OF ALL
OTHER WARRANTIES, EXPRESS OR IMPLIED, INCLUDING BUT NOT
LIMITED TO ANY IMPLIED WARRANTY OF MERCHANTABILITY OR
FITNESS FOR A PARTICULAR PURPOSE.
10. LIMITATION OF LIABILITY: In no event shall we be liable, and
you hereby waive any claims against us and release us from liability to you,
for any indirect, special, punitive, incidental, or consequential damages
whatsoever based upon breach of warranty, breach of contract, negligence,
strict tort, or any other legal theory. In no circumstance, shall we be liable
for, however such damages are characterized, loss of profits, loss of
savings or revenue, loss of use of the Equipment or any associated
equipment, cost of capital, cost of any substitute Equipment, facilities or
services, downtime, or loss of prospective economic advanrtage. OUR
AGGREGATE LIABILITY FOR FAILURE TO PERFORM, BREACH OF
WARRANTY OR BREACH OF OTHER CONTRACTUAL OBLIGATIONS
SHALL NOT EXCEED THE TOTAL PRICE PAID TO US FOR THE
EQUIPMENT AND SERVICES THAT ARE THE SUBJECT OF ANY CLAIM
BY YOU.
11. OWNERSHIP: All drawings, designs, specifications, data and
other proprietary rights supplied by us (including without limitation in
connection with the Equipment) have been prepared or assembled by us
and are (and shall remain) exclusivelyour property, and upon our request
you agree to execute any additional documents needed to give effect to the
foregoing. Such drawings, designs and specifications have been furnished
in order to provide full documentation and on the condition that they shall
not be disclosed, reproduced or copied in any manner whatsoever, in whole
or in part, except for your internal use as necessary, and upon the further
condition that, as our sole property, they shall not be used for furnishing
information and/or disclosed, in whole or in part, to others or otherwise for
any purpose not specifically authorized in a writing signed by one of our
corporate officers.
12. PATENT INFRINGEMENT
(a) We make no express or implied warranties of non-infringement
with respect to the Equipment. We will, however, defend, indemnify and
hold you harmless from any third party apparatus claims based upon an
issued U.S. patent to the extent such claim relates to the Equipment
supplied and sold to you; provided, however, that we undertake no
indemnification in respect of third-party rights (i) where the alleged patent
infringement is based upon or related to any method, process or design
claims in third- party U.S. patents, any combination of the Equipment with
other equipment not supplied by us, or any modifications of the Equipment
made by you and not approved by us, or (ii) to the extent the alleged
infringement is directly attributable to the negligence or intentional
misconduct of you or otherwise for which you are obligated to indemnify us
for under paragraph 12(c).
(b) We shall assume defense of a claim at our expense in
accordance with these Terms and Conditions, provided you shall notify us
within 30 days of your receipt of notice of an alleged third-party claim that
you believe would entitle you to patent infringement indemnification
pursuant to paragraph 12(a). You acknowledge and agree that we shall
have the sole right to settle or otherwise compromise such a third-party
claim, including but not limited to the right to either (i) modify the Equipment
to avoid infringement if you are agreeable to the modification, (ii)
repurchase the Equipment from you at a price equal to the then- current fair
market value of the Equipment, or (iii) secure rights by assignment or
license to permit continued use of the Equipment.
(c) If a third party charges us with patent infringement relating to
Equipment sold by us to you, we shall have the right to either (i) modify the
Equipment to avoid infringement if you are agreeable to the modification, (ii)
repurchase the Equipment from you at a price equal to the then-current fair
market value of the Equipment, or (iii) secure rights by assignment or
license to permit continued use of the Equipment. If a third party charges us
with patent infringement on the bases set forth in paragraph 12(a)(i) or (ii),
you shall indemnify and hold us harmless for all expenses as well as any
awards of damage assessed against us, and, without limiting any of our
other rights and remedies available at law or in equity, we shall also
have the right to modify or repurchase the Equipment or to secure rights for
continued use by way of assignment or license as set forth in this
paragraph.
13. INSPECTION: Upon prior written notice, you may make
reasonable inspections of Equipment at our facility. We reserve the right to
determine the reasonableness of the request and to select an appropriate
time and location for such inspection. You agree to execute appropriate
confidentiality provisions upon our request prior to visiting our facility. All
costs of inspection shall be solely determined by us and shall be payable by
you. No inspection or expediting by you at the facilities of our suppliers is
authorized.
14. SOFTWARE PROVISIONS: If software is provided hereunder
(whether such is integrated into the Equipment or otherwise operates
alongside the same), you are hereby granted a non-exclusive, non-
sublicenseable, non-transferable, royalty free license to access and use
such software as provided and as intended with our Equipment. Without
limiting the foregoing, under the foregoing license you may specifically: (i)
use our software in machine readable object code only and only with the
Equipment provided; (ii) copy our software into any machine readable
object code form solely for back up purposes in support of your use of our
software on the Equipment provided in accordance with these Terms and
Conditions; and (iii) create one additional copy of the software for archival
purposes only. This license may only be assigned, sublicensed or
otherwise transferred by you with our prior written consent. You hereby
recognize and acknowledge that the software provided to you hereunder
comprises valuable trade secret and/or copyright property of Alfa Laval (or
its licensors) and you covenant that you will take adequate precautions
against access to the software by, or disclosure of the software to, anyone
not authorized hereunder to use or have access to the software as
contemplated herein. The software is subject to the confidentiality
obligations set forth below in paragraph 15.
15. CONFIDENTIALITY: Subject to any non-disclosure or
confidentiality agreement already in effect between us, any drawings, data,
software or other information exchanged between us is proprietary or
confidential to us and shall not be used or disclosed by you without our
prior written consent. Confidential information shall not be any information
that (i) is known previously to you under no obligation of secrecy;
(ii) becomes known to the public through no breach of an obligation of
secrecy by you; or (iii) is independently developed by you without use or
reference to any of the confidential information or materials provided to you
by us.
16. INAPPLICABILITY OF CISG: The parties specifically agree that
the United Nations Convention on Contracts for the International Sale of
Goods shall not apply to any sale or order or the contract between us.
17. GOVERNING LAW & VENUE: These Terms and Conditions and
any dispute or claim arising out of or related to an order or the contract
between us shall be finally decided in accordance with the laws of the
Commonwealth of Virginia, without giving effect to the provisions thereof
relating to conflict of laws. You agree that the venue for any such dispute
shall lie in the United States District Court for the Eastern District of
Virginia, Richmond Division. In the event that federal jurisdiction cannot be
established pursuant to 28
U.S.C. §§ 1331 or 1332, the venue for any such dispute shall lie in the
Circuit Court of Henrico County, Virginia. You expressly submit and waive
any objection to the sole and exclusive jurisdiction of such courts.
18. GENERAL: All previous agreements or understandings between
us, either oral or written, with regard to the subject order, with the exception
of a pre-existing non-disclosure agreement between us, are void and these
Terms and Conditions constitute the entire agreement between us with
respect to the matters addressed herein. Neither of usshall assign an order
or contract to which these Terms and Conditions apply without the prior
written consent of the other party, which consent shall not be unreasonably
withheld. If any provision of these Terms and Conditions is held to be
invalid or unenforceable, such holding shall not affect the validity or
enforceability of any other provision herein. No waiver by either of usof any
default or breach by the other party will operate as or be deemed a waiver
of any subsequent default or breach.
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
121249
Initials\S:\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 079
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/9/2025
Owner: City of Ames Date Required: 4/14/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: On drawing 200-AS1.15 there is an owner provide range in the breakroom. On drawing 200-H1.02
there is exhaust duct shown for a range hood.
There does not appear to be a Range Hood specified in the Contract Documents. There also is no power shown
for a Range Hood.
Please advise whether there is one going to be provided. If so, please provide all specifications, elevations,
power requirements etc needed to complete the rough-ins.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
SAI: Range hood will be provided by Owner. Include cost for power with CPR 009. Coordinate
electrical requirements with Owner.
JRK 4/21/25
4/21/25
Jack Karnes
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
122250
T
T
T
T
T
TT
T
T
T
STORAGE
20029
VESTIBULE
20001
LOBBY
20002
CORRIDOR
20003
RECEPTION
20004
COPY /
WORK
ROOM
20005
OFFICE
20006LIBRARY
20007
OFFICE
20008
CONTROL
ROOM
20009
LAB
20010
MAINTENANCE
OFFICE
20011
MUD ROOM
20012
BREAK
ROOM
20013
IT CLOSET
20014
CONFERENCE
/ TRAINING
ROOM
20015
TABLE &
CHAIR
STORAGE
20015A
MENS
LOCKER
ROOM
20016
WOMENS
LOCKER
ROOM
20017
SHOWER
20018
SHOWER
20019 LAUNDRY
20020
FIRST AID /
LACTATION /
SLEEP
20021
OFFICE
20022
JANITOR
CLOSET
20023
RESTROOM
20024
RESTROOM
20025
STAIR
20026
STORAGE
20027
PARTS /
TOOL
STORAGE
20028
SHOP
20030
10"ø SA
CD-1
8"ø
200 CFM
(TYP. OF 3)
BC
200-01
EWH
200-03
12"x12" SA UP
EWH
200-06
EWH
200-07EWH
200-08
EWH
200-09
EWH
200-02
FCU
200-10
FCU
200-09
FCU
200-08
FCU
200-05
FCU
200-04
EWH
200-04
EWH
200-05
EWH
200-01
FCU
200-01
FCU
200-03
FCU
200-11
CD-1
10"ø
318 CFM
(TYP. OF 8)
26
"
x
1
2
"
S
A
RG-2
12"ø
1,245 CFM
(TYP. OF 2)42"x12" SA
CD-1
8"ø
100 CFM
CD-1
8"ø
100 CFM
CD-1
8"ø
250 CFM
CD-1
10"ø
350 CFM
CD-1
8"ø
144 CFM
RG-2
10"ø
350 CFM
12
"
ø
S
A
FCU
200-06
CD-1
8"ø
160 CFM
(TYP. OF 4)
14"ø SA
CD-2
6"ø
70 CFM
CD-1
8"ø
150 CFM
(TYP. OF 2)
28"x10" RA
8"
ø
S
A
12"ø SA 12"ø SA
12
"
ø
S
A
8"
ø
S
A
8"ø SA
8"
ø
S
A
EG-2
6"ø
30 CFM
EG-2
6"ø
65 CFM
EG-2
6"ø
65 CFM
14
"
ø
S
A
6"
ø
E
A
EG-1
6"ø
195 CFM
(TYP. OF 2)
EG-2
6"ø
30 CFM
(TYP. OF 2)
CD-1
8"ø
200 CFM
RG-2
10"ø
440 CFM
RG-2
10"ø
70 CFM
RG-2
10"ø
280 CFM
RG-2
10"ø
144 CFM
RG-2
12"ø
440 CFM
RG-2
12"ø
1,245 CFM
FCU
200-02
RG-2
12"ø
575 CFM
3
200-H3.01
10"x6" EA UP
6"ø OA3"ø OA
4"ø OA3"ø OA
TG-1
16"x8"
750 CFM
1 1/4" CD
1 1/4" CD1 1/4" CD
1
1
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4
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C
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1 1/4" CD1 1/4" CD6"ø OA
6"ø OA 2" CD
1 1/4" CD
FCU
200-07
8"ø SA
2"
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2" CD
4"ø OA
12"ø EA
CD-1
8"ø
190 CFM
10"ø EA UP
10"ø OA UP
6"
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E
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S
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10"ø SA
CD-1
8"ø
90 CFM
1.
GENERAL NOTES:
SEE SHEET 200-H1.01 FOR GENERAL NOTES.
KEY NOTES:
SEE FCU SCHEDULES FOR REQUIRED OA. INTO
UNIT.
TERMINATE DUCT WITH 6" WALL CAP.
1
2
CLARIFICATION: Carbon filter is an iron filtration
system with twin filters
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
123251
RE
F
.
REF.
RNG.
REF.
D
W
RACK RACK
GARAGE
20031
SHOP
20030
STAIR
20026
STORAGE
20027
PARTS /
TOOL
STORAGE
20028
STORAGE
20029
MUD ROOM
20012
MAINTENANCE
OFFICE
20011
LAB
20010
CORRIDOR
20003
CONTROL
ROOM
20009
OFFICE
20008
LIBRARY
20007
OFFICE
20006
COPY /
WORK
ROOM
20005
RECEPTION
20004
VESTIBULE
20001
LOBBY
20002
CONFERENCE
/ TRAINING
ROOM
20015
TABLE &
CHAIR
STORAGE
20015A
IT CLOSET
20014
BREAK
ROOM
20013
LAUNDRY
20020 WOMENS
LOCKER
ROOM
20017
MENS
LOCKER
ROOM
20016
SHOWER
20018
SHOWER
20019
FIRST AID /
LACTATION /
SLEEP
20021
OFFICE
20022
RESTROOM
20024
RESTROOM
20025
JA
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CL
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S
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20
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2
3
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TV
1.
GENERAL NOTES:
ALL FURNISHINGS AND APPLIANCES
HIGHLIGHTED HERE WILL BE BE PROVIDED
BY OWNER. CONTRACTOR SHALL PROVIDE
BLOCKING AND SUPPORTS IN WALLS AND
CEILINGS AS NEEDED FOR CERTAIN ITEMS.
A S S O C I A T E S ®
SHEETSHEET
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:26:43 AM9/9/2024 9:26:43 AM
4429.0094429.009
200-AS1.15200-AS1.15
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TRAVIS ANDERSONTRAVIS ANDERSON
197197
0 2' 4' 8'16'
SCALE: 1/8" = 1'-0"
N
FIRST FLOOR FURNITURE & EQUIPMENT PLAN
11
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
124252
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 088
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/21/2025
Owner: City of Ames Date Required: 4/24/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: FCU 200-12 and FCU 200-13 are addressed in CPR-009 which is in the electricians court for
pricing.
SAI, please indicate circuiting info needed for EWH200-11.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
SAI: A 20-amp, 2-pole breaker is required. Circuit number 39 and 41 in LP-200-05 can be used. Please
provide cost for wiring with CPR 009.
4/23/2025: Also provide circuiting info for EF-200-01.
SAI: EF-200-01 shall be circuited from the spare circuit on circuit 84 in LP-200-03.
Sean BridwellSMB 5/16/2025
5/20/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
125253
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 094
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 4/28/2025
Owner: City of Ames Date Required: 5/01/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: Looking for some direction on the grit collector walkway. This seems to be a 1' thick slab that is 3'
- 10" wide, but there are no connections shown coming out of the center wall that is to be poured at elevation
62.25'.
Our proposed solution since over half the wall has been poured already is to epoxy L-shaped rebar dowels into
the wall as shown. If this solution is acceptable please provide bar size, embed depth, bar lengths, and bar
spacing.
We will also need to know what rebar will need to be in the slab itself as well.
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
SAI: Yes, this is an acceptable solution. See the detail attached on the last page.
JRK Jack
Karnes
5/01/2025
5/01/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
126254
HEADCELL
TANK
HEADCELL
TANK
B-1
1
20
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3
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20-AS3.02
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20-AS3.04
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20-AS3.04
5
20
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A
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3
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4
(TYP.)
8' - 0"
RE
M
O
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A
B
L
E
R
A
I
L
I
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G
9'
-
0
"
2001G2001G
2001J2001J
21
8
7
10 (TYP.)
14
14
8
3
MONORAIL 12
13 (TYP.)
9 (TYP.)7
8
2001L2001L
8
8
4
44' - 11 15/16"
4' - 0"18' - 4"20T@11"=
21R@6.71"= 11'-9"
11
'
-
3
"
3'
-
4
"
8'
-
4
"
51
'
-
2
"
6'
-
7
"
3'
-
4
"
3'
-
1
0
"
9 1/4"
23' - 2"43' - 10"
3' - 6"
20T@11"=
21R@6.86"= 12' - 0"
13
'
-
1
1
"
36
'
-
1
"
3' - 0"11' - 0"
26
'
-
0
1
/
2
"
4'
-
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"
31
'
-
1
"
15
'
-
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1
/
8
"
14
'
-
1
0
7
/
8
"
50
'
-
0
"
2' - 0"
5
6
EL. 63.25
4"
4"
1
5
2
EL. 63.14
EL. 63.14
15 (TYP. OF 3)
20-AS5.02
A
ELECTRICAL
ROOM
2002
CHANNEL
AND GRIT
WASHER
ROOM
2003
EL 51.50
EL 51.50
EL 51.50
EL 63.25
EL 63.25
EL 63.25EL 63.25
1' - 0"
EL. 63.25
LANDING EL 63.25
TW 51.25
3
'
-
0
'
'
TR
E
A
D
S
(M
I
N
.
)
C-3
9"8' - 4"9"1' - 9"6' - 4"1' - 9"
7
21
10
TW 63.25
TW 63.257
21
1'
-
4
"
1'
-
4
"
EL 63.25
21
TW 63.25
EL 63.25
EL 63.25
7
10
3
20
22
DOWN
21
23 C-1
C-2
23
19 (TYP.)
17
TR
E
A
D
S
3'
-
8
"
21R @ 6.86'' = 12'-0''
20T @ 11'' = 18' - 3"5' - 2"4"18' - 4"
11
11
LANDING
EL 63.25
2 B-3
2 B-1
2 B-3
25 18
TW 63.25
14
3' - 4"
16
26
14
TW 51.25
5' - 0"
TR
E
A
D
S
3'
-
8
"
24 (TYP.)
24 (TYP.)
1.
GENERAL NOTES:
SEE GENERAL ARCHITECTURAL/STRUCTURAL NOTES
ON 990-AS6.04
KEY NOTES:
INSULATED METAL PANEL
BEAM PER DETAIL
SIDE-MOUNTED ALUMINUM RAILING WITH TOE BOARD
16"x16" DUCT OPENING
PROVIDE 8" BEAM BEARING
ALUMINUM STAIRS
EMBEDDED PLANKING SUPPORTS SIMILAR TO
SURFACE MOUNTED PLANKING SUPPORTS SIMILAR TO
ALUMINUM PLANKING SUPPORTS AT GATE
PROVIDE ODOR CONTROL GASKET AT GATE PER
UNPUNCHED ALUMINUM PLANKING SIMILAR TO
STAIR LANDING PER
S8X18.4 MONORAIL WITH 1 TON CAPACITY, STENCILE
CAPACITY ON . PROVIDE HOIST AND TROLLEY AS
SPECIFIED.
MONORAIL SUPPORT FROM ROOF STRUCTURE PER
C5X2.32 ALUMINUM MEMBER. PROVIDE 3"X3"X1/4"
CLP ANGLE CONNECTION AT PERPENDICULAR END.
PROVIDE 2~5/8" DIA. CONNECTION BOLTS TO BEAM
WEB. FASTEN TO WALL WITH 2~5/8" DIA. EXPANSION
BOLTS AT EACH END.
PICK POINT PER IN ELEVATED
SLAB TO LIFT EQUIPMENT BELOW.
ALUMINUM STAIRS AND LANDING SIMILAR TO
CONCRETE LANDING
STAIR OPENING
3-3-6 PRECAST WALL PANEL
12'' CMU
TOP MOUNTED ALUMINUM RAILING WITH TOE BOARD
STRINGER MOUNTED ALUMINUM RAILING WITH
HANDRAIL
FLOOR DRAIN
CONCRETE EQUIPMENT BASE
WALL MOUNTED HANDRAIL
1
D
990-AS5.05
D
20-AS5.01
A
990-AS5.04
A
20-AS5.01
H
990-AS5.04
H
990-AS5.04
J
990-AS5.04
H
990-AS5.03
E
990-AS5.03
2
3
4
5
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10
11
12
13
14
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16
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H
990-AS5.04 L
990-AS5.01
3
20-AS5.02
A
990-AS5.04
A
990-AS5.04
17
18
19
20
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990-AS5.02
E
990-AS5.04
C
990-AS5.04
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:19:59 AM9/9/2024 9:19:59 AM
4429.0094429.009
20-AS1.0320-AS1.03
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TRAVIS ANDERSONTRAVIS ANDERSON
8282
UPPER LEVEL PLAN
0 1' 2' 4'8'N
11
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E/990-AS5.03 RFI 65
Epoxy 90 degree bent
rebar into wall.
What rebar is to be
installed in the slab?
??
??
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
127255
12" PRECAST
CONCRETE PLANK
#6@12"#7@12"
DOWELS
#5@12"
DOWELS
#6@12"
#7@6"
DOWELS
LA
P
1'
-
9
"
LA
P
1'
-
9
"
#5@12"#5@12"
#4@8"
#7@12"
#4@8"#7@12"
#5@12"
DOWELS
#7@12"
3
4
1
#3@8"
STIRRUPS
1'-2" W x 1'-8"
D BEAM
(TYP OF 2)
6"x6" CHAMFER
4
1
7
3
5
9
1 3/4"
2
#4@8"
LA
P
1'
-
6
"
6
3
3-3-6 PRECAST
WALL PANEL (TYP.)
LA
P
2'
-
1
1
"
1'
-
2
"
LA
P
2'
-
1
1
"
1'
-
2
"
(TYP.)
1' - 0"
8"
2'
-
4
"
EL. 54.00
EL. 47.50
8"
#4@8" DOWEL
T/ SLAB
EL. 38.42
EL. 59.25
12 (TYP.)
EL. 63.25
LAP
1' - 6"
EL. 48.51
EL. 78.00
PLANK BRG.
EL. 63.25
T/ SLAB
FLOOR
11
CL
R
.
3"
APPOXIMATE
EXCAVATION
LIMITS
CL
R
.
3"
102~#7
3~#7
8
2
3'
-
0
"
9
EL. 56.17
T.O PRECAST WALL
EL. 83.50
14
14
#5@12"
DOWELS (TYP.)
LA
P
(
T
Y
P
.
)
1'
-
9
"
#4@8"
#7@12"#6@12"
3 3
2
4
1
#5@12"
(TYP.)
8"
3 EL. 38.42
EL. 54.00
EL. 56.00
EL. 63.25
(TYP.)
1' - 0"
1'
-
2
"
LAP (TYP.)
1' - 6"
10
12 (TYP)
4
1.
GENERAL NOTES:
FOR GENERAL ARCHITECTURAL/STRUCTURAL NOTES, SEE
DRAWING 990-AS6.04
KEY NOTES:
12" CRUSHED STONE MAT OVER GEOTEXTILE FABRIC
CRUSHED STONE FILL
ROUGHENED CONSTRUCTION JOINT WITH HYDROPHYLIC
WATERSTOP
#4@8" THREADED DOWEL BAR REPLACEMENTS
#6@12", 2'-6'' LONG DRILLED ADHESIVE ANCHOR DOWEL
WITH 6" EMBEDMENT
CONTINUE #8 HORIZONTAL BARS ABOVE OPENING.
PROVIDE #3@12" STIRRUPS AT WALL OPENINGS FOR THE
HEAD CELLS IN PLACE OF VERTICAL BARS.
FLOWABLE FILL
TOP OF CONCRETE BROAD-CRESTED WEIR. WALL SHALL
BE FINISHED FLAT TO +/- 1/8" OF ELEVATION INDICATED.
4000 PSI CONCRETE FILL PER GRIT COLLECTOR MFRS
REQUIREMENTS.
ALUMINUM PLANKING SIMILAR TO
2'' BOARD INSULATION
ALUMINUM RAILING
CONCRETE FILL PER MANUFACTURES REQUIREMENTS
INCLUDE 4" GAP BETWEEN BOTTOM TRAY AND
CONCRETE CONE TO FACILITATE GRIT TOWARD
COLLECTION SUMP. SUMP SHALL HAVE 6'-0" DIAMETER
AND 3'-2.5" HEIGHT COORDINATE GRIT COLLECTOR SUMP
WITH MANUFACTURER.
1
2
3
4
5
6
7
8
9
10
11
12
H
990-AS5.04
A
990-AS5.04
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A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:20:17 AM9/9/2024 9:20:17 AM
4429.0094429.009
20-AS3.0220-AS3.02
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TRAVIS ANDERSONTRAVIS ANDERSON
8989
0 1' 2' 4'8'
0 1' 2' 4'8'
20-AS3.02
1SECTION
20-AS3.02
2SECTION
11
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RFI 2
What rebar is to be
installed in the slab?
4' 1/8"
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
128256
PROVIDE #5@12"x2'-0" LONG
DRILLED ADHESIVE
ANCHOR DOWEL, EMBED 4",
EACH END OF WALKWAY
3' 10"
1' 4"
1'
1' 4"
1' 2"
3 1/8"
MIN. (TYP.)
#5@12"x3'-4" LONG, BENT
ADHESIVE ANCHOR DOWELS,
EMBED 6"
#5@12"
wall that has already
been poured.
EL. 63.25
2"
C
L
R
.
SAI; PROPOSED
DETAIL
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
129257
Initials\\\strand.com\projects\MAD\4400--4499\4429\014\Construction\Requests For Information\SAI Ames RFI Form - Template.docx
Request for Information
Contract.: 2024-089 RFI No.: 113
Project Name:
Nutrient Reduction Modifications
Phase 1 Date Received: 6/03/2025
Owner: City of Ames Date Required: 6/06/2025
Contractor: Woodruff Construction, Inc. Date Responded: / /
Specification Section: Page No.:
Drawing Sheet No.: Detail:
REQUEST: There does not appear to be an equipment schedule or spec providing details on WT 200-01 and
WT 200-02. Are these storage tanks similar to the existing system? Additionally, can information be provided on
what will call for the wells pumps to run?
PROPOSED SOLUTION (If applicable):
By: Signature: Date: ____/____/____
RESPONSE:
By: Signature: Date:
Proposed pressure tanks WT-200-01/02 shall be Bell and Gossett WTA-452, or equal. Pumps shall be called to run
similar to existing based on pressure switch located at pressure tanks (WT-200-01/02).
See the upcoming CPR for additional information.
Chris Wright 6/13/25Chris Wright
6/13/2025
Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
130258
AIR GAP = 2 X "d"
ELEVATED
FINISHED FLOOR
4" A.F.F.
SEAL BETWEEN PIPE AND
SLAB WITH "THUNDERBOLT"
LINK-SEAL
DISCHARGE PIPE
REDUCER
d
2" P-TRAP
FINISHED FLOOR
HOSE BIBB
SUPPLY FITTINGS
CLEANOUT
2" DRAIN TO SAN.
SEWER
1-1/2" VENT
12" x 12" ACCESS
PANEL
2" STAND PIPE
WASHING MACHINE
WALL BOX
PROVIDE WATER
HAMMER ARRESTER
ON DCW AND DHW
PIPES
DRAIN VALVE TO
HUB DRAIN
TEMP-PRESS
RELIEF VALVE
TO HUB DRAIN
UNION (TYP.)
SHUTOFF VALVE (TYP.)
CHECK VALVE
C.W.SUPPLY
H.W.FIXTURES
RECIRCULATING
PUMP
RECIRC.LINE
M
EXPANSION TANK
WATER METER
ISOLATION VALE (TYP.)
4" DCW FROM EXISTING
WELL
WATER
SOFTENER
WATER
SOFTENER
BRINE
TANK
HUB DRAIN
FIRST FLOOR GRADE
BELOW GRADE
4" DCW
CF
200-01
M
WATER METER
WS
200-01
MEZZANINE
FIRST FLOOR
WT
200-02
WT
200-01
1 1/2" DCW TO ADMIN
PLUMBING SYSTEM
M
WATER METER
NORMALLY CLOSED
SHUTOFF VALVE (TYP.)
4" DCW
1 1/2" DCW
3" DCW
1 1/2" NPW TO HOSE
SYSTEM
RP
Z
R
P
Z
1 1/2" DCW
2 1/2"
MIN.
BOLT AS REQUIRED BY
MANUFACTURER ADJUST
WITH DOUBLE NUT
3/4" CHAMFER
CONCRETE PAD
3 1/2" MIN., AS SHOWN, OR
AS REQ'D. TO MATCH PIPING
#3@8" EW.CONC. FLOOR
NOTES:
1.CONCRETE PAD BY CONTRACTOR SUPPLYING EQUIPMENT.
2.ANCHOR CONCRETE PAD TO FLOOR WITH 1/2" EXPANSION BOLTS
@ 18" O.C., MINIMUM 4 PER PAD. IF CONCRETE PAD IS LESS
THAN 10" HIGH, ANCHOR EQUIPMENT BASE DIRECTLY TO
CONCRETE FLOOR.
3.APPLY BONDING AGENT TO FLOOR PRIOR TO PLACING CONCRETE
PAD.
NON-SHRINK GROUT
EQUIPMENT
BASE
ROUGHEN 6" PERIMETER TO
1/4" AMPLITUDE
30
"
M
I
N
.
1'
-
0
"
1'-0"1'-0"2'-0"
SQUARE OR ROUND
ALUMINUM GRATING
(SEE PLANS)
TRUE UNION BALL
AND CHECK VALVES
SLOPE FLOOR TO
SUMP AS
INDICATED ON
PLANS
1 1/4" PVC
DISCHARGE
#5@12"
E.W.
#5@12"
E.W.
PUMP
MIN.
A S S O C I A T E S ®
SHEETSHEET
JOB NO.JOB NO.
PROJECT MGR.PROJECT MGR.
NO
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C:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvtC:\Users\hannahf\Documents\00-Ames WPCF SHEETS-4429.009_R24_Hannah.FlemingXMLYH.rvt 9/9/2024 9:33:36 AM9/9/2024 9:33:36 AM
4429.0094429.009
990-P5.02990-P5.02
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287287
NO SCALE990-P5.02
A HUB DRAIN
NO SCALE990-P5.02
B WASHING MACHING WALL BOX
NO SCALE990-P5.02
C WATER HEATER DETAIL
NO SCALE
ADMINISTRATION BUILDING WATER TREATMENT PROCESS FLOW DIAGRAM
NO SCALE990-P5.02
D EQUIPMENT PAD
NO SCALE990-P5.02
E SIMPLEX SUMP
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Docusign Envelope ID: 2D5A860A-7A53-4428-9B9A-C3AEB075F475
131259