Attachment 13 - Narrative - Addendum 1 and drawings.pdf
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- 36C77625B0043_1
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This document is an Addendum #1 to a construction project for a Laboratory Remodel and Addition at the Des Moines VA Medical Center (VAMC) in Des Moines, Iowa, with Project #636-130. The addendum, issued by Anderson and IMEG on August 07, 2025, modifies two specific drawings (D-001 and C-004) by adding the location of Chilled Water Supply (CWS) and Chilled Water Return (CWR) lines with accompanying notes. No changes were made to project specifications. The attached drawings provide detailed utility plans for chilled water and steam piping, including proposed alignments, removals, and connections, with specific instructions for handling existing infrastructure around Buildings 1W and 3. The project involves rerouting utility lines, removing existing piping, and preparing for a multi-story building addition, with careful attention to maintaining existing utility services during construction.
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13605 1st Avenue North Suite 100, Plymouth, MN 55441 P 763.412.4000 F 763.412.4090 ae-mn.com
INSTRUCTIONS TO CONTRACTOR
Addendum #1
August 07, 2025
Laboratory Remodel and Addition
Des Moines, VAMC
Des Moines, IA
Project # 636-130
The Contents of this Revision alter and amend the original drawings and specifications:
Drawings:
1. Drawing D-001
a. Added location of CWS and CWR and added notes.
2. Drawing C-004
a. Added location of CWS and CWR and added notes.
Specifications:
NONE
ATTACHMENTS:
DRAWINGS: D-001, C-004
SPECIFICATIONS: NONE
ISSUED BY ANDERSON and IMEG: TO, GB, LK, EH
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CWS CWS
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LEGEND
PROPERTY LIMITS
LIMITS OF CONSTRUCTION
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
PROPOSED WATERMAIN
PROPOSED SANITARY SEWER
PROPOSED STORM SEWER
PROPOSED DRAINTILE
PROPOSED WATERMAIN
FITTING
PROPOSED STORM INLETS
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 15569
VACIHCS LABORATORY
REMODEL & ADDITION
636-130
1W
DES MOINES, IA
LRK MAM
BID DOCUMENTS
Date:
ADDRESS VA COMMENTS 03/01/21 10/02/2024
FULLY SPRINKLERED
1) SEE 'UTILITY POTHOLING INFORMATION' FOR
ADDITIONAL INFORMATION ON EXISTING CHILLED
WATER & STEAM PIPING SIZE AND DEPTHS.
2) CONTRACTOR TO MAINTAIN CHILLED WATER &
STEAM SERVICE THROUGHOUT CONSTRUCTION.
MINOR SERVICE DISRUPTIONS FOR TRANSFER
TO/FROM TEMPORARY SERVICES SHALL BE LIMITED
TO 90 MINUTES MAX.
C-004
REMOVE EX. CHILLED
WATER & STEAM PIPING
TO 5.0' FROM FACE OF
PROPOSED BUILDING
BUILDING 1W
MULTI-STORY
BUILDING
ADDITION
CUT & CAP EX. CHILLED WATER
SUPPLY (CWS)
CHILLED WATER RETURN (CWR)
STEAM SUPPLY (MPS) &
STEAM RETURN (MPC)
CHILLED WATER & STEAM
PIPING TO REMAIN
LIMITS OF EX. CHILLED WATER &
STEAM PIPING REMOVAL
INCLUDED IN PLUMBING SCOPE.
(REFER TO PLUMBING PLANS)
CONTRACTOR TO CUT EX.
CHILLED WATER & STEAM PIPING
INSIDE BUILDING (REFER TO
PLUMBING PLANS)
NOTE:
N
0 10' 20'
SCALE:1
CHILLED WATER & STEAM REMOVALS
1"=10'
N
0 10' 20'
SCALE:2
CHILLED WATER & STEAM PROPOSED ALIGNMENT
1"=10'
LIMITS OF EX. CHILLED
WATER & STEAM PIPING
REMOVAL INCLUDED IN
CIVIL SCOPE
EXISTING CHILLED
WATER & STEAM PIPING
CONNECT TO EXISTING
CHILLED WATER & STEAM
PIPING TO REMAIN
PROPOSED CHILLED WATER
SUPPLY (CWS), CHILLED
WATER RETURN (CWR), STEAM
SUPPLY (MPS) & STEAM
RETURN (MPC) (MATCH EX
PIPE SIZE, MATERIAL, & WALL
THICKNESS)
CONNECT TO PROPOSED
CHILLED WATER & STEAM
LINES INSTALLED PER
PLUMBING SCOPE AT
POINT 5.0' FROM FACE OF
PROPOSED BUILDING
APPROXIMATE ALIGNMENT OF
REROUTING OF CHILLED WATER
& STEAM PIPING WITHIN BUILDING
(REFER TO PLUMBING PLANS)
CHILLED WATER AND STEAM
UTILITY PLAN
PROVIDE TEMP. WALKWAY
MIN 4 FT WIDE. MAINTAIN
DURING DURATION OF
PROJECT.
ADDENDUM 01 08/07/20251
BUILDING 1W
REFER TO PLUMBING PLANS FOR ALL
DEMO/CAPPING WORK OF 6" CHILLED
WATER LINES WITHIN 5.0' OF BUILDING
& INSIDE BUILDING 1W.
BUILDING 3
BUILDING 3
CAP EXISTING 6" CHILLED
WATER PIPING 5.0' FROM
FACE OF BUILDING.
5.0' (TYP.)
SEE PLUMBING PLANS
FOR WORK INSIDE
BUILDING 1W.
REMOVE 6" CHILLED WATER PIPING
TO 5.0' FROM FACE OF EXISTING
BUILDING 1W & BUILDING 3.
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LEGEND
PROPERTY LIMITS
LIMITS OF CONSTRUCTION
EXISTING WATERMAIN
EXISTING SANITARY SEWER
EXISTING STORM SEWER
EXISTING FENCE
EXISTING GAS MAIN
EXISTING OVERHEAD WIRES
EXISTING TELEPHONE
EXISTING UNDERGROUND
ELECTRIC
EXISTING HYDRANT AND GV
EXISTING SANITARY MANHOLE
EXISTING STORM SEWER INLET
REMOVE EXISTING UTILITY LINE
REMOVE EXISTING BUILDING
STRUCTURE
REMOVE EXISTING CONCRETE
PAVERS
REMOVE EXISTING CONCRETE
WALK LIMITS
REMOVE EXISTING FEATURE
Project Number
Building Number
Drawing Number
Project Title
Location
Issue Date Checked Drawn
Drawing Title
Approved:
VA FORM 08 - 6231
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Office of Construction and Facilities Management
U.S. Department of Veterans Affairs
A
B
C
D
E
F
21 4 5 6 7 8 9 10
PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT
321 4 5 6 7 8 9 10
Project Director
Revisions:
13605 1st Ave. N. #100 Pl ymout h, MN 55441 P 763.412.4000 | F 763.412.4090 | ae-mn.com Anderson Engineering of Minnesota, LLC | Proj # 15569
VACIHCS LABORATORY
REMODEL & ADDITION
636-130
1W
DES MOINES, IA
LRK MAM
BID DOCUMENTS
Date:
ADDRESS VA COMMENTS 03/01/21 10/02/2024
FULLY SPRINKLERED
FULL DEPTH SAWCUT
AT JOINT LINE FOR
MINIMUM SIDEWALK
REMOVAL LIMIT (TYP.)
REMOVE EXISTING
STORM SEWER AND
STRUCTURES
REMOVE BUILDING
REMOVE WINDOW WELLS AND
REROUTE EX. DRAIN TILE (TYP.)
FULL DEPTH SAWCUT
AT JOINT LINE FOR
MINIMUM SIDEWALK
REMOVAL LIMIT (TYP.)
FULL DEPTH SAWCUT
AT JOINT LINE FOR
MINIMUM SIDEWALK
REMOVAL LIMIT (TYP.)
REMOVE FIRE HYDRANT
& AUX. VALVE
REMOVE/STRIP LANDSCAPING
AGGREGATE FOR PROPOSED
IMPROVEMENTS (TYP.)
REMOVE/STRIP LANDSCAPING
MATERIAL FOR PROPOSED
IMPROVEMENTS (TYP.) -
COORDINATE WITH VA STAFF
REMOVE EXISTING
SEGMENTAL BLOCK
WALL (TYP.)
REMOVE CONCRETE DUCT - FIELD
VERIFY ELECTRICAL LOCATION
REMOVE 8" DIP
WATERMAIN - FIELD
VERIFY LOCATIONCOORDINATE TEMPORARY
PEDESTRIAN TRAFFIC ROUTING
BETWEEN BUILDING 1 AND
BUILDING 3 WITH COR
CONTRACTOR SHALL ENSURE
TEMPORARY ABAAS ACCESS
TO BUILDING 3 UNTIL
SIDEWALK IS REPLACED
(TYP.)
DEMOLITION PLAN
D-001
REMOVE EX.
AC UNITS
REMOVE (5) EXISTING
ROOF DRAINS (TYP.)
REMOVE EX.
32" TREE
1. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL PROVIDE A
PRE-CONSTRUCTION CONDITION REPORT OF ALL ACCESS ROUTES
AND ROADS AND HAVE IT APPROVED BY THE CONTRACTING
OFFICER'S REPRESENTATIVE (COR).
2. CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL PERMITS AND
DISPOSAL CERTIFICATIONS. CONTRACTOR RESPONSIBLE FOR
OBTAINING ALL NECESSARY CONSTRUCTION PERMITS TO CARRY OUT
ENTIRE PROJECT. PERMITS SHALL BE IN PLACE PRIOR TO ANY
CONSTRUCTION ACTIVITIES. NOTIFY APPROPRIATE UTILITY COMPANY
OF ANY AND ALL PROPOSED WORK AFFECTING OFFSITE PRIVATE
UTILITIES, THE CITY FOR WORK AFFECTING THE CITY'S WATERMAIN,
AND THE COR FOR WORK WITH THE POTENTIAL TO DISRUPT CAMPUS
UTILITIES.
3. THE CONTRACTOR SHALL AVOID DAMAGE TO EXISTING SITE
ELEMENTS THAT ARE TO REMAIN, INCLUDING BUT NOT LIMITED TO:
CURB & GUTTER, TREES, UTILITIES AND OTHER FACILITY FEATURES.
CONTRACTOR SHALL BE RESPONSIBLE TO REPAIR AND/OR REPLACE
ANY SITE ELEMENT TO REMAIN THAT IS DAMAGED BY CONSTRUCTION
ACTIVITIES AT NO ADDITIONAL COST TO OWNER. CONTRACTOR
SHALL NOT DISTURB EXISTING SITE OUTSIDE OF FENCED OR WORK
ZONE AREAS UNLESS OTHERWISE NOTED ON PLANS.
4. UTILITY INFORMATION IS BASED ON A SURVEY PERFORMED BY
ANDERSON ENGINEERING DATED APRIL 2020 AND INFORMATION
SUPPLIED BY THE VA. CONTRACTOR TO VERIFY ALL UNDERGROUND
UTILITIES AS NECESSARY TO COMPLETE WORK. THE VA HEALTH CARE
SYSTEM WILL MARK PRIVATE UTILITIES IN THE WORK AREA AT THE
CONTRACTOR'S REQUEST. CAMPUS STAFF SHALL BE GIVEN ADVANCE
NOTICE OF ANY REQUEST FOR PRIVATE UTILITY LOCATION AS
DESCRIBED WITHIN THE GENERAL CONDITIONS. UTILITIES ON PLANS
MAY VARY FROM EXISTING CONDITIONS. CONTRACTOR IS
RESPONSIBLE FOR ANY DAMAGE CAUSED TO UTILITIES WHETHER
SHOWN, NOT SHOWN, OR SHOWN INCORRECTLY. NOTIFY COR
IMMEDIATELY IF ANY DISCREPANCIES ARE FOUND.
5. PHASE DEMOLITION AS NEEDED TO MAINTAIN DRAINAGE AND
UTILITIES FOR MINIMAL DISRUPTION.
6. INSTALL EROSION CONTROL FENCE PER DETAIL C-500 PRIOR TO THE
COMMENCEMENT OF WORK.
7. INSTALL CONSTRUCTION FENCE PER SPECIFICATION SECTION 01 00
00 - GENERAL REQUIREMENTS.
8. TREE REMOVAL SHALL INCLUDE CUTTING, DISPOSAL AND
STUMP/ROOT REMOVAL TO A DEPTH OF 2 FT BELOW FINISHED GRADE.
9. EXCEPT AS NOTED, ALL AREAS WITHIN CONSTRUCTION LIMITS SHALL
BE CLEARED AND GRUBBED PER PLANS AND SPECIFICATIONS.
10.TREES TO BE SAVED SHALL BE PROTECTED WITH ORANGE
CONSTRUCTION FENCE AS PART OF EROSION CONTROL FENCE
CONSTRUCTION LIMITS.
11.CONTRACTOR TO CONTAIN ALL EQUIPMENT/TRUCKS AND VEHICLES
TO CONSTRUCTION ZONE.
12.CONTRACTOR IS RESPONSIBLE FOR PROTECTING EXISTING
IRRIGATION EQUIPMENT INCLUDING BUT NOT LIMITED TO EQUIPMENT
PRESENT WITHIN THE LAWNS SOUTH OF BUILDINGS 2 AND 28. ANY
EXISTING IRRIGATION EQUIPMENT INCLUDING, BUT NOT LIMITED TO,
HEADS, VALVES, WIRES, PIPES AND FITTINGS THAT ARE DISTURBED
DURING CONSTRUCTION WILL BE REPLACED AT THE CONTRACTOR'S
EXPENSE WITH MATCHING EQUIPMENT. PRIOR TO CONSTRUCTION,
LOCATE THE EXISTING IRRIGATION EQUIPMENT AND PIPE IN THE
CONSTRUCTION AREA AND MARK LOCATIONS, USING MARKING SPRAY
PAINT FOR PIPE AND WIRE STAKE FLAGS FOR HEADS AND VALVE
BOXES.
13.PROTECT AND MAINTAIN ALL EXISTING FEATURES NOT DESIGNATED
FOR REMOVAL.
14.CONTRACTOR TO INSTALL PROPOSED STORM SEWER MAIN LINE
SYSTEM (EXCLUDING ROOF DRAIN CONNECTIONS TO PROPOSED
BUILDING) IMMEDIATELY FOLLOWING REMOVAL OF EXISTING STORM
SEWER TO PROVIDE DRAINAGE FROM PROJECT AREA DURING
CONSTRUCTION. INSTALL INLET PROTECTION AT EACH STORM SEWER
INLET
REMOVE EX. 8" DIP
STORM SEWER
EXISTING STEAM & CHILLED
WATER. SEE SHEET C-004
FOR REMOVAL NOTES
GENERAL DEMOLITION NOTES
N
0 10' 20'
BUILDING 1W
BUILDING 1
BUILDING 3
REMOVE CONCRETE STAIRWAY
REMOVE CONCRETE SIDEWALK
REMOVE EXISTING
STORM SEWER
FULL DEPTH SAWCUT AT JOINT
LINE FOR MINIMAL SIDEWALK
REMOVAL LIMIT (TYP)
REMOVE EXISTING
STORM SEWER
BULKHEAD EX. INV.
NW FIELD VERIFY
SIZE & INVERT
ELEVATION
SILT FENCE (TYP.)
REMOVE EX. 2" TREE
PROTECT EX.
CONCRETE STOOP
INSTALL TEMP 8" DIP PLUG
IN WATER MAIN UNTIL NEW
WATER MAIN SERVICE IS
EXTENDED TO SOUTH (SEE
SHEET C-003)
REROUTE EX.
ELECTRICAL LINE TO
AVOID PROPOSED
BUILDING & MAINTAIN
EX. SERVICE
BULKHEAD EX. INV.
NW FIELD VERIFY
SIZE & INVERT
ELEVATION
PROTECT EX.
CHILLERS
SEE ARCHITECTURAL
PLAN AS100 FOR
CONSTRUCTION FENCING.
PROVIDE TEMP. ABAAS
WALKWAY MIN 4 FT WIDE.
MAINTAIN DURING
DURATION OF PROJECT.
FIBER LOG
FIBER LOG
FIBER LOG
SILT FENCE
EXISTING STEAM & CHILLED WATERCWRCWS
MPSMPC
EX. STORM PASSES
BELOW BUILDING 1
EXISTING CHILLED WATER.
SEE SHEET C-004 FOR
REMOVAL NOTES.
ADDENDUM 01 08/07/20251
| Attachment 13 -15569 Narrative - Addendum 1 |
| Attachment - C-004_AD1 |
| Attachment - D-001_AD1 |
| Sheets and Views |
| D-001 Demolition Plan |
File details come from the government source that posted it. Updated .