6499 Plan Set Civic Center Garage.pdf
PDF 3 MB Posted
- Solicitation number
- ITB-6499
- Issued by
- Jefferson County, Lakewood City, Colorado
About this file
This is a set of construction repair documents for the City of Lakewood Civic Center Garage, located at 480 S. Allison Pkwy in Lakewood, Colorado, prepared by Walker Consultants in October 2025. The project involves comprehensive structural repairs for the ground and top levels of the parking garage, with specific repair work including beam repairs, wall repairs, joint sealant replacements, epoxy injection for cracks, floor scarification, and an epoxy broadcast overlay system. The project documents include detailed repair plans, repair details, general notes, and a work item schedule, with the repairs set to be issued for construction on October 23, 2025.
The repair work is categorized into multiple specific work items, including preliminary matters, concrete surface repairs, floor preparation, concrete beam and joint repairs, and wall coatings. The documents specify technical requirements using 2021 International Building Code with local amendments and 2023 National Electrical Code, with accessibility standards following ICC A117.1-2017. The repair plans include precise technical specifications for each repair type, such as providing shoring, cleaning and applying corrosion inhibitors, removing and replacing concrete materials, and installing joint sealants, with careful attention to maintaining structural integrity and following American Concrete Institute (ACI) guidelines.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| 6499 Bid Packet.pdf | ||
| 6499 Plan Set Public Safety Center Garage.pdf | ||
| ITB 6499.pdf | ||
| City of Lakewood Insurance Requirements 2025.pdf |
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LOCATION MAP
Copyright 2025. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
NORTH
TRUE
C O N S U L T A N T S
WALKER
CIVIC CENTER GARAGE
480 S. ALLISON PKWY. LAKEWOOD, COLORADO
CITY OF LAKEWOOD
SHEET INDEX
RESTORATION
R-001 GENERAL NOTES, LEGENDS & WORK ITEM LIST
R-101 CIVIC CENTER GARAGE GROUND LEVEL REPAIR PLAN
R-102 CIVIC CENTER GARAGE TOP LEVEL REPAIR PLAN
R-501 REPAIR DETAILS
R-502 REPAIR DETAILS
WALKER PROJECT # 23-008836.18
303.694.6622 Ph
www.walkerconsultants.com
10375 Park Meadows Drive Suite 425 Lone Tree, CO 80124
EOR: Harika Kudumula
EOR STAMP
EOR DIGITAL SIGNATURE
ISSUED FOR CONSTRUCTION
OCTOBER 23, 2025
CIVIC CENTER GARAGE:
470 & 480 S ALLISON PARKWAY
LAKEWOOD, CO 80226
2025 REPAIRS
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GENERAL NOTES
X.X.X
WORK ITEM NUMBER
CLARIFICATION DETAIL NUMBER
WORK ITEM IDENTIFICATION LEGEND
NOTES:
1. NOT ALL WORK ITEMS HAVE DETAILS.
2. SEE SPECIFICATIONS FOR ADDITIONAL INFORMATION.
3. "CLARIFICATION DETAILS" DO NOT REPRESENT A SEPARATE PRICE
ITEM THESE DETAILS SUPPLEMENT THE BASIC DETAIL TO PROVIDE
ADDITIONAL INFORMATION OR VARIATION OF THE TYPICAL CONDITION.
XXX
WORK ITEM NOTE
(SEE ABBREVIATIONS)
BUILDING CODE ANALYSIS
Building Codes:
2021 International Building Code with local amendments 2023 National Electrical Code with local amendments Accessibility Standard ICC A117.1-2017 Local Amendments to these Codes are found in the City of Lakewood Municipal Code, title 14 at www.lakewood.org.
WORK ITEM SCHEDULE
NOTES:
1. REPAIR QUANTITIES IN SCHEDULE ARE REPRESENTATIVE AT THE TIME OF SURVEY. CONTRACTOR
IS RESPONSIBLE FOR DETERMINING ACTUAL EXTENT AND LOCATIONS OF REPAIR AREAS IN
ACCORDANCE WITH THE SPECIFICATIONS. WORK ITEMS ARE SHOWN ONLY TO REPRESENT THE
TYPES OF DETERIORATION.
2. OWNER RESERVES THE RIGHT TO INCREASE/DECREASE QUANTITIES AS NECESSARY.
SCOPE OF WORK
STRUCTURAL MAINTENANCE AND WATERPROOFING REPAIRS TO EXISTING
STRUCTURE TO REPAIR STRUCTURAL DETERIORATION AND MITIGATE MOISTURE
INFILTRATION OF THE STRUCTURE.
RESTORATION REPAIRS AND CONSTRUCTION PERFORMED ON THIS PROJECT DOES
NOT ALTER THE ORIGINAL CODE DESIGNATED OCCUPANCY, TYPE OF CONSTRUCTION,
OR FIRE RATING OF THE STRUCTURE.
OR
CONCENTRATED LOAD
FROM TYPE EV3
LADDER TRUCK
15'-0" 4'-0"
24k 31k 31k
R-001
GENERAL NOTES
LEGENDS AND
WORK ITEM LIST
SHEET TITLE:
D
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C R
IP
TI
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IS
SU
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M
AR
K D
AT
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C O
LO
R
AD
O
PROJECT NO:
DRAWN BY:
CHECKED BY:
23-008836.18
LA
KE
W O
O D
Copyright 2025. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
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GROUND LEVEL REPAIR PLAN
NORTH
TRUE
5.15.1
5.1
5.1
5.1
5.1 5.1
6.2
6.2
8.2
11.5
8.2
8.2
R-101
CIVIC CENTER
GROUND LEVEL
REPAIR PLAN
SHEET TITLE:
D
ES
C R
IP
TI
O N
IS
SU
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M
AR
K D
AT
E
C O
LO
R
AD
O
PROJECT NO:
DRAWN BY:
CHECKED BY:
23-008836.18
LA
KE
W O
O D
Copyright 2025. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
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FHFH
TOP LEVEL REPAIR PLAN
NORTH
TRUE
11.611.611.611.611.611.611.611.6 11.611.6 11.611.6 11.611.6 11.611.611.811.811.811.8
11.7 2.1 11.2 11.711.37.245.2 14.1
R-102
CIVIC CENTER
TOP LEVEL
REPAIR PLAN
SHEET TITLE:
D
ES
C R
IP
TI
O N
IS
SU
E:
M
AR
K D
AT
E
C O
LO
R
AD
O
PROJECT NO:
DRAWN BY:
CHECKED BY:
23-008836.18
LA
KE
W O
O D
Copyright 2025. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
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5/8"
1/
5/ 8"
REMOVE EXISTING SEALANT
ROUT CRACK TO DIMENSIONS
SHOWN, PREPARE JOINT OPENING
BY ABRASIVE BLASTING, PRIME
AND FILL WITH FLEXIBLE SEALANT.
INSTALL SEALANT EVENLY AND
RECESS 1/16" BELOW SURFACE. DO
NOT OVERFILL JOINT.
CONCRETE SLAB
OR TOPPING
EXISTING CRACK. CENTER
ROUTED GROOVE ON CRACK
DO NOT SMEAR SEALANT
ON ADJACENT SURFACES
JOINT SEALANT - REMOVAL/REPLACEMENT
11.2
NOTES:
1. REMOVE EXISTING SEALANT MATERIAL WITH MECHANIZED DEVICE THAT HAS POSITIVE
MECHANICAL CONTROL OVER DEPTH, WIDTH AND ALIGNMENT OF CUT IN CONCRETE TO
SEALANT JOINT PROFILE AS SHOWN.
2. PREPARE SURFACE BY ABRASIVE BLASTING ALL JOINTS AFTER REMOVAL.
3. PRIME ALL JOINTS WITH MANUFACTURER APPROVED PRIMER PRIOR TO INSTALLING SEALANT.
4. SEALANT COLOR TO MATCH EXISTING SURFACE.
BEAM REPAIR - FACE
5.1
PROVIDE SHORING UNTIL
REPAIR REACHES 5000 PSI
SEE GENERAL NOTES AND
SPECIFICATIONS FOR
SHORING REQUIREMENTS
CLEAN AND APPLY CORROSION INHIBITOR
TO ALL EXPOSED REINF. PROVIDE 3/4"
CLEARANCE AROUND ALL EXPOSED REINF.
WHERE REQ'D AS SPECIFIED IN SECTION
"SURFACE PREPARATION FOR PATCHING".
REMOVE AND REPLACE WITH
CONCRETE REPAIR MATERIAL
WITHIN THE SHADED SECTION
(TYP.)
SAWCUT PATCH
PERIMETER 1/2" (TYP)
ENSURE BEARING PAD
REMAINS IN PLACE
DURING REPAIR, TYP.
X X
2"-4"
2"-4"
EXISTING IT BEAM 8"
2"-4"
VA
R
IE
S
EXIST FACE OF WALL
INSTALL PATCH
FLUSH WITH WALL
SPALL OR DELAMINATION
REINFORCEMENT (TYP),
LOCATIONS APPROXIMATE.
CLEAN AND APPLY
CORROSION INHIBITOR TO
ALL EXPOSED REINF.
PROVIDE 3/4" CLEARANCE
AROUND ALL EXPOSED
REINF. WHERE REQ'D AS
SPECIFIED IN SECTION
"SURFACE PREPARATION
FOR PATCHING".
GRIND OR SAWCUT
PATCH PERIMETER
1/2" (TYP)
WALL REPAIR-PARTIAL DEPTH
7.2
REMOVE AND REPLACE
WITH CONCRETE REPAIR
MATERIAL WITHIN THE
SHADED SECTION, TYP.
2" -4
EXIST P/C TEE EXIST WWR
SPALL OR DELAMINATION
PRESTRESSED TENDONS
(TYP) SEE NOTE 1.
1 1/2" MIN COVER
REMOVE AND REPLACE WITH
CONCRETE REPAIR MATERIAL
WITHIN THE SHADED SECTION, TYP.
REINFORCEMENT (TYP),
LOCATIONS APPROXIMATE.
CLEAN AND APPLY
CORROSION INHIBITOR TO
ALL EXPOSED REINF.
PROVIDE 3/4" CLEARANCE
AROUND ALL EXPOSED
REINF. WHERE REQ'D AS
SPECIFIED IN SECTION
"SURFACE PREPARATION
FOR PATCHING".
GRIND OR SAWCUT
PATCH PERIMETER
1/2" (TYP)
CAUTION NOTE:
1. DO NOT CUT OR DAMAGE
PRESTRESSED TENDONS.
TEE STEM
REPAIR-PARTIAL DEPTH
8.2
PROVIDE SHORING UNTIL
REPAIR REACHES 5000 PSI
SEE GENERAL NOTES AND
SPECIFICATIONS FOR
SHORING REQUIREMENTS
NOTES:
1. CONTRACTOR TO FOLLOW ACI GUIDELINES 503R FOR EPOXY INJECTION.
2. CONTRACTOR SHALL REMOVE ALL PORTS AND SURFACE SEAL MATERIALS
AFTER INJECTION IS COMPLETE.
EXISTING CRACK GREATER THAN
1/32"
SET INJECTION PORT PER ACI
GUIDELINES
APPLY EPOXY SURFACE SEAL OR
STRIPSEAL, REMOVE AFTER INJECTION
WALL/BEAM
OR COLUMN
CRACK REPAIR - EPOXY INJECTION
11.5
2"-4"
VA
R
IE
S
2"-4"
2' -0
" V .I.
F.
GRIND OR SAWCUT
PATCH PERIMETER
3/4" (TYP)
REMOVE AND REPLACE
WITH CONCRETE REPAIR
MATERIAL WITHIN THE
SHADED SECTION, TYP.
SPALL OR
DELAMINATION
(TYP)
REINFORCEMENT (TYP), LOCATIONS
APPROXIMATE. CLEAN AND APPLY CORROSION
INHIBITOR TO ALL EXPOSED REINF. PROVIDE
3/4" CLEARANCE AROUND ALL EXPOSED REINF.
WHERE REQ'D AS SPECIFIED IN SECTION
"SURFACE PREPARATION FOR PATCHING".
REMOVAL LIMITS
NOTES:
1. COLUMN TIES WHICH HAVE LOST MORE THAN 15% OF ORIGINAL CROSS
ECTIONAL AREA SHALL BE SUPPLEMENTED AS ENGINEER DIRECTS.
2. NUMBER AND LOCATION OF REINFORCEMENT SHOWN MAY DIFFER FROM
ACTUAL FIELD CONDITIONS.
COLUMN REPAIR-PARTIAL DEPTH
6.2
REPAIR CONCRETE
FIELD-TOPPED PRECAST DOUBLE TEE
CAST IN PLACE
POUR STRIP
3/4"
MINIMUM
1/
3/ 4"
REMOVE EXISTING SEALANT, SANDBLAST
SURFACE, REMOVE ALL DEBRIS AND FILL WITH
FLEXIBLE SILICONE SEALANT, INSTALL SEALANT
EVENLY AND RECESS 1/16" BELOW SURFACE,
INSTALL FLUSH AT LOCATIONS TO RECEIVE
TRAFFIC TOPPING, DO NOT OVERFILL JOINT
1/2"
25°
3/8"
3/ 4"
EXISTING CRACK
SAWCUT 3/8" x 3/4"
CHANNEL CENTERED
ON CRACK
PACK CHANNEL WITH OAKUM
SATURATED IN DE NEEF FLEX
LV PURE AND WATER.
REMOVE EXCESS GROUT AND
PREP JOINT PRIOR TO
INSTALLING SEALANT
EXISTING P/C
EE FLANGE
CHEMICAL GROUT/CONTROL
JOINT SEALANT
11.6
EXISTING PRECAST IT BEAM
1/ 2"
REMOVE CONCRETE WITHIN
SECTION SHOWN
ORIGINAL
SURFACE
EXIST CONCRETE SLAB
EXIST REINFORCEMENT (TYP),
LOCATIONS APPROXIMATE
(VERIFY IN FIELD)
FLOOR PREPARATION -
SCARIFICATION
2.1
BACKER ROD
SEALANT
EXIST SUBSTRATE
THROAT DEPTH 1/2
JOINT WIDTH
NOTES:
1. CLEAN JOINT SUBSTRATE BY SAND & AIR BLASTING.
2. PREPARE AND PRIME SEALANT CAVITY & INSTALL SEALANT ACCORDING TO SEALANT
MANUFACTURER'S RECOMMENDATIONS.
VERTICAL JOINT SEALANT
11.3
3/4"±
R-501
REPAIR
DETAILS
BTR
SHEET TITLE:
D
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C R
IP
TI
O N
IS
SU
E:
M
AR
K D
AT
E
C O
LO
R
AD
O
PROJECT NO:
DRAWN BY:
CHECKED BY:
23-008836.18
LA
KE
W O
O D
Copyright 2025. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
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3/ 4"
3/4"
WALL, COLUMN, OR CURB FACE
FINISHED FLOOR SURFACE
SEALANT MATERIAL
1/2" MIN THROAT SEE
NOTE 1.
NOTE:
1. REMOVE EXISTING COVE SEALANT MATERIAL IF PRESENT. PREPARE SURFACE
BY ABRASIVE BLASTING, PRIME AND INSTALL SEALANT.
3/ 4"
M
IN
3/4" MIN.
WALL, COLUMN, OR CURB FACE
FINISHED FLOOR SURFACE
SEALANT MATERIAL
1/2" MIN THROAT SEE
NOTE 1.
PROVIDE BOND BREAKER
COMPRESSIBLE FILLER
JOINT REPAIR - COVE SEALANT
11.7
NOTES:
1. QUANTITIES BASED ON APPLICATION AREA. DETAIL COAT OVER CRACKS, SURFACE DEFECTS, ROUTING AND
SEALING CRACKS, AND SURFACE PREP ARE INCIDENTAL TO THIS WORK ITEM.
ACRYLIC WALL COATING
45.2
TOP COAT
BASE COAT
KNIFE GRADE/BLOCK
FILLER
TREAT CRACKS PER
MANUFACTURES GUIDELINES
TREAT SURFACE DEFECTS PER
MANUFACTURES GUIDELINES
CLEAN, REMOVE EXISTING
DETERIORATED COATING, AND
PREPARE SURFACE TO ICRI CSP-3
SURFACE PROFILE STANDARDS
HONOR ALL JOINTS DO NOT INSTALL
EPOXY OVERLAY OVER SEALANTS
NOTES:
1. SHOT BLAST SURFACE PER ICRI-CSP-3 FOR INSTALLATION. DO NOT DAMAGE JOINTS DURING COATING PREP.
EPOXY BROADCAST OVERLAY SYSTEM
14.1
SAW CUT 1/4" x 1/4"
TERMINATION
KEY-WAY
RE: PLANS FOR LIMITS
R-502
REPAIR
DETAILS
BTR
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CHECKED BY:
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Copyright 2025. All rights reserved. No part of this document may be reproduced in any form or by any means without permission from Walker Consultants
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| Sheets and Views |
| COVER |
| 2025-10-23T10:17:09-0600 | |
| Harika Kudumula | |
| I have reviewed this document |
File details come from the government source that posted it. Updated .