DPS Post 13 Upper Parking Lot Replacement
| Location: | Iowa |
|---|---|
| Posted: | May 7, 2026 |
| Due: | Jun 4, 2026 |
| Agency: | State Government of Iowa |
| Type of Government: | State & Local |
| Category: |
|
| Solicitation No: | RFB951100-01 |
| Publication URL: | To access bid details, please log in. |
Bid Information
Bid Number
RFB951100-01
Solicitation
DPS Post 13 Upper Parking Lot Replacement
Solicitation Type
Request for Bids
County
Description
Description
The Iowa Department of Administrative Services will be receiving bids for the replacement of the upper parking lot at the Department of Public Safety Post 13, 1300 S Grand Ave, Suite 201, Mount Pleasant, Iowa 52641.
The Iowa Department of Administrative Services anticipates construction to begin late this summer or early fall with completion no later than 10/16/2026.
An optional Pre-Bid meeting will be held on Tuesday, May 12, 2026 at 10:00 am at Department of Public Safety Post 13, 1300 S Grand Ave, Suite 201, Mount Pleasant, Iowa 52641.. This meeting is not mandatory but is highly recommended.
Agency Information
Number
005
Name
Administrative Services, Dept
Address 1
1305 E Walnut St
Address 2
City/State/Zip
Des Moines, IA 50319
Contact Information
Contact Name
Construction Procurement
Contact Title
Katelyn Howells
Contact Email
Contact Phone Number
(515) 721-7856
Contact Phone Extension
Contact Other Number
Contact Fax Number
Valid Dates
From
5/7/2026 12:00:00 PM
Until
6/4/2026 2:00:00 PM
Documents/Attachments
Attachment Preview
IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES
CONSTRUCTION PLANS FOR
DPS POST 13 - UPPER PARKING LOT REPLACEMENT
DAS PROJECT #9511.00
GOVERNING SPECIFICATIONS
THE 2026 EDITION OF THE "IOWA STATEWIDE URBAN
SPECIFICATIONS FOR PUBLIC IMPROVEMENTS".
MUTCD 2009 AS ADOPTED BY IOWA DEPARTMENT OF
TRANSPORTATION.
ALL APPLICABLE FEDERAL, STATE, AND LOCAL LAWS AND
ORDINANCES WILL BE COMPLIED WITHIN THE CONSTRUCTION
OF THIS PROJECT.
NOTE: EXISTING UTILITY INFORMATION SHOWN ON THIS
PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE
CONTRACTOR SHALL FIELD VERIFY EXACT LOCATIONS PRIOR
TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE
LAW. NOTIFY IOWA ONE CALL 1-800-292-8989 OR 811
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS
UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS
UTILITY LEVEL WAS DETERMINED ACCORDING TO THE
GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD
GUIDELINES FOR THE COLLECTION AND DEPICTION OF
EXISTING SUBSURFACE UTILITY DATA."
PROJECT LOCATION
1300 S. GRAND AVE.
MT PLEASANT, IOWA 52641
MOUNT PLEASANT, IA
MAY, 2026
INDEX OF SHEETS
SHEET NUMBER
SHEET TITLE
REVISION ISSUE DATE
A.01
TITLE SHEET
0
04/027/2026
A.02
LEGEND
0
04/027/2026
B.01
TYPICAL SECTIONS
0
04/027/2026
B.02
TYPICAL DETAILS
0
04/027/2026
C.01
ESTIMATED PROJECT QUANTITIES
0
04/027/2026
C.02
ESTIMATE REFERENCE NOTES
0
04/027/2026
R
D.01
PARKING LOT LAYOUT
0
04/027/2026
D.02
PLAN & PROFILE - ENTRANCE DRIVE
0
04/027/2026
F.01
REMOVALS
0
04/027/2026
G.01
CONTROL POINTS & ALIGNMENT DATA
0
04/027/2026
J.01
STAGING
0
04/027/2026
L.01
JOINTING LAYOUT
0
04/027/2026
R.01
GRADING & EROSION CONTROL
0
04/027/2026
S.01
STOOP REPLACEMENT AND STOREFRONT MODIFICATIONS
0
04/027/2026
PROFESS IONAL
CHRISTOPHER
L. MARTIN
P25714
I OWA
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS
PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF IOWA.
CHRISTOPHER L. MARTIN
LIC. NO.
P25714
DATE:
MY LICENSE RENEWAL DATE IS
12/31/2026
PAGES OR SHEETS COVERED BY THIS SEAL:
SHEET S.01
04/20/2026
HENRY COUNTY, IA
MAP OF THE
CITY OF MOUNT PLEASANT
HENRY COUNTY, IA
PROFESS IONAL
FORREST A.
MARTINSON
P28860
I OWA
I HEREBY CERTIFY THAT THIS ENGINEERING DOCUMENT WAS
PREPARED BY ME OR UNDER MY DIRECT PERSONAL SUPERVISION
AND THAT I AM A DULY LICENSED PROFESSIONAL ENGINEER
UNDER THE LAWS OF THE STATE OF IOWA.
FORREST A. MARTINSON
LIC. NO. P28860
DATE: 04/20/2026
MY LICENSE RENEWAL DATE IS
12/31/2027
PAGES OR SHEETS COVERED BY THIS SEAL:
SHEETS A.01 - R.01
430 E GRAND AVENUE, SUITE 101
DES MOINES, IA 50309
Phone: (515) 259-9190
DESIGNED
FAM
DRAWN
TJN
CHECKED
REV DESCRIPTION
0 ISSUED FOR BID
DATE
04/027/2026
IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES
DPS POST 13 - UPPER PARKING LOT REPLACEMENT
SHEET
A.01
Email: DesMoines@bolton-menk.com
FAM
R
www.bolton-menk.com
CLIENT PROJ. NO.
TITLE SHEET
9511.000
EXISTING TOPOGRAPHIC SYMBOLS
ACCESS GRATE
AC AIR CONDITION UNIT
ANTENNA
AUTO SPRINKLER CONNECTION
BARRICADE PERMANENT
BASKETBALL POST
BENCH
B
BIRD FEEDER
B
BOLLARD
BUSH
CATCH BASIN RECTANGULAR CASTING
CATCH BASIN CIRCULAR CASTING
CURB STOP
CO CLEAN OUT
CLVT CULVERT END
DRINKING FOUNTAIN
DOWN SPOUT
EV ELECTRIC CAR CHARGE STATION
F
FILL PIPE
FIRE HYDRANT
FLAG POLE
FLARED END / APRON
FUEL PUMP
GRILL
GUY WIRE ANCHOR
H HANDHOLE
HANDICAP SPACE
IRRIGATION SPRINKLER HEAD
IRRIGATION VALVE BOX
CP LIFT STATION CONTROL PANEL
L
LIFT STATION
LIGHT POLE
MAILBOX
C MANHOLE-COMMUNICATION
E
MANHOLE-ELECTRIC
G MANHOLE-GAS
H MANHOLE-HEAT
W MANHOLE-RECLAIMED WATER
S
MANHOLE-SANITARY SEWER
D MANHOLE-STORM SEWER
U MANHOLE-UTILITY
W MANHOLE-WATER
M METER
DRIVE-THRU MICROPHONE
PARKING METER
PAVEMENT MARKING
C PEDESTAL-COMMUNICATION
E
PEDESTAL-ELECTRIC
PEDESTRIAN PUSH BUTTON
PICNIC TABLE
POLE-UTILITY
P
POST
RAILROAD SIGNAL POLE
G REGULATION STATION GAS
SATELLITE DISH
SIGN TRAFFIC
SIGNAL CONTROL CABINET
SOIL BORING
SIREN
TELEPHONE BOOTH
TILE INLET
TILE TILE OUTLET
TILE RISER
TRANSFORMER-ELECTRIC
TREE-CONIFEROUS
TREE-DEAD
TREE-DECIDUOUS
TREE STUMP
TRAFFIC ARM BARRIER
TRAFFIC SIGNAL
TRASH
TRASH CAN
U
UTILITY MARKER
VALVE
VALVE POST INDICATOR
VALVE VAULT
V
VAULT
V
VENT PIPE
WS WATER SPIGOT
WELL
WETLAND DELINEATED MARKER
WETLAND
WW WET WELL
Y
YARD HYDRANT
PROPOSED TOPOGRAPHIC SYMBOLS
CLEANOUT
MANHOLE
LIFT STATION
STORM SEWER CIRCULAR CASTING
STORM SEWER RECTANGULAR CASTING
STORM SEWER FLARED END / APRON
STORM SEWER OUTLET STRUCTURE
STORM SEWER OVERFLOW STRUCTURE
CURB BOX
FIRE HYDRANT
WATER VALVE
WATER REDUCER
WATER BEND
WATER TEE
WATER CROSS
WATER SLEEVE
WATER CAP / PLUG
RIP RAP
DRAINAGE FLOW
TRAFFIC SIGNS
LIGHT POLE
R
SURVEY SYMBOLS
BENCHMARK LOCATION
CONTROL POINT
MONUMENT FOUND
EXISTING TOPOGRAPHIC LINES
SURVEY LINES
o
o
o
R/W
R/W
R/W
R/W
R/W
R/W
EXISTING UTILITY LINES
| FM |
| FM |
> SS >
> SS >
> SS >
> SSS >
> SSS >
>> ST >>
>> ST >>
>> DT >>
>> DT >>
WM
WM
WS
WS
WS
WS
WR
WR
WR
WR
WR
WR
PROPOSED UTILITY LINES
| FM |
> SS >
> SSS >
>> ST >>
>> DT >>
WM
WS
WS
> SS >
| FM |
> SS >
> SSS >
>> ST >>
>> DT >>
WM
WS
WS
> SS >
GRADING INFORMATION
CAST IRON MONUMENT
STONE MONUMENT
RETAINING WALL
FENCE
FENCE-DECORATIVE
GUARD RAIL
TREE LINE
BUSH LINE
CONTROLLED ACCESS
BOUNDARY
CENTERLINE
EXISTING EASEMENT LINE
PROPOSED EASEMENT LINE
EXISTING LOT LINE
PROPOSED LOT LINE
EXISTING RIGHT-OF-WAY
PROPOSED RIGHT-OF-WAY
SETBACK LINE
SECTION LINE
QUARTER LINE
SIXTEENTH LINE
TEMPORARY EASEMENT
FORCEMAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER
STORM SEWER DRAIN TILE
WATERMAIN
WATER SERVICE
RECLAIMED WATER
FORCEMAIN
SANITARY SEWER
SANITARY SERVICE
STORM SEWER
STORM SEWER DRAIN TILE
WATERMAIN
WATER SERVICE
PIPE CASING
TRENCHLESS PIPE (PLAN VIEW)
TRENCHLESS PIPE (PROFILE VIEW)
952
950
952
950
G/L
G/L
953.53
1:4
STA:5+67.19
980.87
EXISTING CONTOUR MINOR
EXISTING CONTOUR MAJOR
PROPOSED CONTOUR MINOR
PROPOSED CONTOUR MAJOR
PROPOSED GRADING LIMITS / SLOPE LIMITS
PROJECT LIMITS
PROPOSED SPOT ELEVATION
RISE:RUN (SLOPE)
430 E GRAND AVENUE, SUITE 101
DES MOINES, IA 50309
Phone: (515) 259-9190
Email: DesMoines@bolton-menk.com
www.bolton-menk.com
DESIGNED
FAM
DRAWN
TJN
CHECKED
FAM
CLIENT PROJ. NO.
9511.000
REV DESCRIPTION
0 ISSUED FOR BID
EXISTING PRIVATE UTILITY LINES
NOTE:
EXISTING UTILITY INFORMATION SHOWN ON THIS PLAN HAS BEEN PROVIDED BY THE UTILITY OWNER. THE CONTRACTOR SHALL FIELD VERIFY
EXACT LOCATIONS PRIOR TO COMMENCING CONSTRUCTION AS REQUIRED BY STATE LAW. NOTIFY IOWA ONE CALL - 1-800-292-8989
THE SUBSURFACE UTILITY INFORMATION IN THIS PLAN IS UTILITY QUALITY LEVEL D UNLESS OTHERWISE NOTED. THIS UTILITY LEVEL WAS
DETERMINED ACCORDING TO THE GUIDELINES OF CI/ASCE 38-02, ENTITLED "STANDARD GUIDELINE FOR INVESTIGATING AND DOCUMENTING
EXISTING UTILITIES".
F
F
E
E
G
G
C
C
OE
OE
OC
OC
OU
OU
F
F
E
E
G
G
C
C
OE
OE
OC
OC
OU
OU
UNDERGROUND FIBER OPTIC
UNDERGROUND ELECTRIC
UNDERGROUND GAS
UNDERGROUND COMMUNICATION
OVERHEAD ELECTRIC
OVERHEAD COMMUNICATION
OVERHEAD UTILITY
UTILITIES IDENTIFIED WITH A QUALITY LEVEL OTHER THAN D:
LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL
EXAMPLE:
G-A
G-A
UNDERGROUND GAS, QUALITY LEVEL A
UTILITY QUALITY LEVEL (A,B,C,D) DEFINITIONS CAN BE FOUND IN CI/ASCE 38-22.
UTILITY QUALITY LEVELS:
LEVEL D - INFORMATION COMES SOLELY FROM EXISTING UTILITY RECORDS.
LEVEL C - SURVEYING ABOVE GROUND UTILITY FACILITIES, SUCH AS MANHOLES, VALVE BOXES, ETC; AND CORRELATING THIS INFORMATION WITH
EXISTING UTILITY RECORDS.
LEVEL B - THE USE OF SURFACE GEOPHYSICAL TECHNIQUES TO DETERMINE THE EXISTENCE AND HORIZONTAL POSITION OF UNDERGROUND
UTILITIES.
LEVEL A - THE USE OF NONDESTRUCTIVE DIGGING EQUIPMENT AT HORIZONTAL AND VERTICAL POSITION OF UNDERGROUND UTILITIES, AS WELL
AS THE TYPE, SIZE, CONDITION, MATERIAL, AND OTHER CHARACTERISTICS.
ABBREVIATIONS
A
ADJ
ALT
B-B
BLDG
BMP
BR
BV
CB
C&G
CIP
CIPP
CL
CL.
CMP
C.O.
COMM
CSP
CLVT
DIA
DIP
DWY
E
ESMT
ELEC
ELEV/EL
EOF
ER
EX
FES
F-F
FF
F&I
FM
FO
F.O.
GRAN
GRAV
GU
ALGEBRAIC DIFFERENCE
ADJUST
ALTERNATE
BACK TO BACK
BUILDING
BEST MANAGEMENT PRACTICE
BEGIN RADIUS
BUTTERFLY VALVE
CATCH BASIN
CURB AND GUTTER
CAST IRON PIPE
CURED-IN-PLACE PIPE
CENTER LINE
CLASS
CORRUGATED METAL PIPE
CHANGE ORDER
COMMUNICATION
CORRUGATED STEEL PIPE
CULVERT
DIAMETER
DUCTILE IRON PIPE
DRIVEWAY
EXTERNAL CURVE DISTANCE
EASEMENT
ELECTRIC
ELEVATION
EMERGENCY OVERFLOW
END RADIUS
EXISTING
FLARED END SECTION
FACE TO FACE
FINISHED FLOOR
FURNISH AND INSTALL
FORCEMAIN
FIBER OPTIC
FIELD ORDER
GRANULAR
GRAVEL
GUTTER
GV
HDPE
HH
HMA
HP
HWL
HYD
I
K
L
LO
LP
LT
MH
MIN
MR
NIC
NMC
NTS
NWL
OHW
PC
PCC
PE
PED
PERF
PERM
PI
PL
PRC
PT
PVC
PVMT
R
RCP
RET
R/W
RSC
RT
GATE VALVE
HIGH DENSITY POLYETHYLENE
HANDHOLE
HOT MIX ASPHALT
HIGH POINT
HIGH WATER LEVEL
HYDRANT
INVERT
CURVE COEFFICIENT
LENGTH
LOWEST OPENING
LOW POINT
LEFT
MANHOLE
MINIMUM
MID RADIUS
NOT IN CONTRACT
NON-METALLIC CONDUIT
NOT TO SCALE
NORMAL WATER LEVEL
ORDINARY HIGH WATER LEVEL
POINT OF CURVE
PORTLAND CEMENT CONCRETE
PERMANENT EASEMENT
PEDESTRIAN, PEDESTAL
PERFORATED PIPE
PERMANENT
POINT OF INTERSECTION
PROPERTY LINE
POINT OF REVERSE CURVE
POINT OF TANGENT
POLYVINYL CHLORIDE PIPE
PAVEMENT
RADIUS
REINFORCED CONCRETE PIPE
RETAINING
RIGHT-OF-WAY
RIGID STEEL CONDUIT
RIGHT
SAN
SCH
SERV
SHLD
STA
STD
STM
TC
TE
TEMP
TNH
TP
TYP
VCP
VERT
VPC
VPI
VPT
WM
WS
SANITARY SEWER
SCHEDULE
SERVICE
SHOULDER
STATION
STANDARD
STORM SEWER
TOP OF CURB
TEMPORARY EASEMENT
TEMPORARY
TOP NUT HYDRANT
TOP OF PIPE
TYPICAL
VITRIFIED CLAY PIPE
VERTICAL
VERTICAL POINT OF CURVE
VERTICAL POINT OF INTERSECTION
VERTICAL POINT OF TANGENT
WATERMAIN
WATER SERVICE
AC
ACRES
CF
CUBIC FEET
CV
COMPACTED VOLUME
CY
CUBIC YARD
EA
EACH
EV
EXCAVATED VOLUME
LB
POUND
LF
LINEAR FEET
LS
LUMP SUM
LV
LOOSE VOLUME
SF
SQUARE FEET
SV
STOCKPILE VOLUME
SY
SQUARE YARD
DATE
04/027/2026
IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES
DPS POST 13 - UPPER PARKING LOT REPLACEMENT
LEGEND
SHEET
A.02
R7-8 SIGN
RESERVED
PARKING
18"
EXISTING PAVEMENT, 5-6.5", REFER TO
GEOTECH REPORT AND G.01 FOR LOCATIONS
1 EXISTING PAVEMENT
NOT TO SCALE
1/2" EXPANSION JOINT
AND POLYURETHANE SEALANT
2' DETECTABLE
WARNING
SIDEWALK, PCC, 4 INCH, CLASS C
SUBBASE, MODIFIED, 4 INCH
2 SIDEWALK, PCC, 4 INCH, CLASS C
NOT TO SCALE
1.5% TARGET, 2.0% MAX
6 INCH CURB AT LANDING
SEE L.01 FOR TAPER ON RAMP
1'
PAVEMENT, PCC, 6 INCH
SUBBASE, MODIFIED, 6 INCH
12 INCH SUBGRADE PREPARATION
SIDEWALK, PCC, 6 INCH
SUBBASE, MODIFIED, 4 INCH
5 CLASS 'A' SIDEWALK AT LANDING
NOT TO SCALE
PAVEMENT, PCC, 6 INCH, CLASS C
SUBBASE, MODIFIED, 6 INCH
12 INCH SUBGRADE PREPARATION
3 PAVEMENT, PCC, 6 INCH, CLASS C
NOT TO SCALE
R78PG SIGN
7'
VAN
ACCESSIBLE
R7-8b
FOR VAN ACCESSIBLE
SPACES ONLY
2" SQUARE STEEL
POST (14 GAUGE)
2-1/4" OUTER SOCKET
TO BE 2-3" ABOVE
GRADE
BOTTOM OF 2"
SQUARE STEEL POST
4'
2-1/4" OUTER
SOCKET
(12 GAUGE)
4 SIGN INSTALLATION
NOT TO SCALE
1/2" EXPANSION JOINT
AND POLYURETHANE SEALANT
1/2" EXPANSION JOINT
AND POLYURETHANE SEALANT
2'
TAPER
1.5% TARGET, 2.0% MAX
SEE L.01 FOR TAPER ON RAMP
1'
PCC, 6 INCH MIN.
SUBBASE, MODIFIED, 4 INCH
PAVEMENT, PCC, 6 INCH
SUBBASE, MODIFIED, 6 INCH
12 INCH SUBGRADE PREPARATION
6 CLASS 'A' SIDEWALK AT RAMP
NOT TO SCALE
2'
TAPER
1.5% TARGET, 2.0% MAX
EXISTING DOWNSPOUT,
LENGTH TO BE MODIFIED FOR
BOOT INSTALLATION.
CONTRACTOR TO VERIFY SIZE
PRIOR TO ORDERING BOOT.
CLEAN OUT 12" MINIMUM
ABOVE GRADE
SEE PLANS FOR GRADE
12" MINIMUM COVER
ABOVE BOOT ADAPTOR
CLEANOUT
2x MINIMUM CONCRETE ANCHOR BOLT
TO BRICK BUILDING. RUBBER SPACER OR
AS REQUIRED BY MANUFACTURER.
DOWNSPOUT
BOOT ADAPTOR
R7330 SIGN
VISITOR
PARKING 18"
2" SQUARE STEEL
POST (14 GAUGE)
7'
2-1/4" OUTER SOCKET
TO BE 2-3" ABOVE
GRADE
PCC, 4 INCH MIN.
SUBBASE, MODIFIED, 4 INCH
PAVEMENT, PCC, 6 INCH
SUBBASE, MODIFIED, 6 INCH
12 INCH SUBGRADE PREPARATION
7 CLASS 'A' SIDEWALK
NOT TO SCALE
R
4 INCH PVC TO DRAIN,
SEE PLANS FOR CONTINUATION
90 DEGREE SWEEP, OR
2x 45 DEGREE BENDS
430 E GRAND AVENUE, SUITE 101
DES MOINES, IA 50309
Phone: (515) 259-9190
Email: DesMoines@bolton-menk.com
www.bolton-menk.com
8 CASTIRON DOWNSPOUT BOOT
NOT TO SCALE
DESIGNED
REV
FAM
DRAWN
0
TJN
CHECKED
FAM
CLIENT PROJ. NO.
9511.000
DESCRIPTION
ISSUED FOR BID
DATE
04/027/2026
BOTTOM OF 2"
SQUARE STEEL POST
4'
2-1/4" OUTER
SOCKET
(12 GAUGE)
9 SIGN INSTALLATION
NOT TO SCALE
IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES
DPS POST 13 - UPPER PARKING LOT REPLACEMENT
TYPICAL SECTIONS
SHEET
B.01
Edge with 1/8 inch tool
for length of joint
See Detail C
T
'B'
PLAIN JOINT
(Abutting Pavement Slabs)
See Detail A or B
T
'C'
CONTRACTION JOINT
See Detail F
Resilient
Joint Filler
1'' Nominal
'E'
1'' EXPANSION JOINT
See Detail D-2
T
'L'
CONTRACTION JOINT
T
Joint Bars Bar Length and Spacing
< 8''
'L-1'
#4 36'' Long at 30'' Centers
'L-1' interchangeable with 'BT-1' subject to pouring sequence
Pavement Edge
9'' min. 15'' min.
T
Hole Diameter 1/8''
Larger than Tie Bar
24'' Long #4 Tie Bar
at 12'' Centers.
'RT'
ABUTTING PAVEMENT JOINT
RIGID TIE
NOTES:
1. JOINT DETAILS SHOWN ARE PROJECT SPECIFIC SUDAS DETAILS AS
REFERRED TO ON SHEET D.02
2. CHANGES IN CONSTRUCTION ACTIVITIES MAY REQUIRE THE
IMPLEMENTATION OF OTHER JOINT DETAILS.
3. REFER TO 7010.101 (PV-101) FOR FULL LIST OF SUDAS JOINT DETAILS
4. REFER TO 7010.102 (PV-102) FOR FULL LIST OF SUDAS CURB DETAILS
34'' Dia. Hole for BT-3
and BT-4 Joint
58'' Dia. Hole for BT-5
Joint
Sawing and Sealing
of Joint not required
T
9'' min. 15'' min.
'BT'
ABUTTING PAVEMENT JOINT - RIGID TIE (Drilled)
T
Joint Bars Bar Length and Spacing
< 8'' 'BT-5'
#4 24'' Long at 30'' Centers
Top of Curb
Bottom of Saw Cut
Joint Sealant
Material
Saw Cut
1 21''
Top of Slab
T/4 ± 1/4''
'C'
JOINT IN CURB
(Match 'CT', 'CD', or 'C' joint in pavement.)
See Detail F, Predrill or
preform holes in joint material
for appropriate dowel size.
T
18'' Long 3/4" Dowel
at 12'' Centers
Width
(See Detail F)
'ED'
Hole Diameter 1/8''
Larger than Dowel
DOWELED EXPANSION JOINT
T/2 T
L/2
L
BAR PLACEMENT
(Applies to all joints unless otherwise detailed.)
Top of Pavement
Sealant
21" to 34''
SECTION A-A
(Detail at Edge of Pavement)
FORM
GRADE
ELEV.
721''
421''
6"
R 3"
R 3"
Slope as
per plans
6" STANDARD CURB
Joint Sealant Material
41'' ± 81''
41'' ± 116'' Saw Cut
A
Saw Cut
T/4 ± 1/4''.
A
Crack or
Joint Line
DETAIL A
(Saw cut formed by conventional concrete sawing equipment.)
Joint Sealant Material
41'' ± 81''
1 41'' ± 41''
81'' to 156'' Saw Cut
A
Crack or
A
Joint Line
DETAIL B
(Saw cut formed by approved early concrete sawing equipment.)
Joint Sealant Material
41'' ± 81''
41'' ± 116'' Saw Cut
A
1 41'' ± 41'' Saw Cut
Crack or
A
Joint Line
DETAIL C
Joint Sealant Material
41'' ± 116'' Saw Cut
T/3 ± 41''
Crack or
Joint Line
DETAIL D-2
DESIGNED
REV DESCRIPTION
430 E GRAND AVENUE, SUITE 101
DES MOINES, IA 50309
Phone: (515) 259-9190
Email: DesMoines@bolton-menk.com
FAM
DRAWN
TJN
CHECKED
FAM
0 ISSUED FOR BID
R
www.bolton-menk.com
CLIENT PROJ. NO.
9511.000
15 M21''aJteoriniatlSealant
Joint
58''
Filler
DETAIL F
DATE
04/027/2026
IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES
DPS POST 13 - UPPER PARKING LOT REPLACEMENT
TYPICAL DETAILS
SHEET
B.02
ITEM NO.
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
30
ESTIMATED PROJECT QUANTITIES - BASE BID
ITEM CODE
ITEM
UNIT
2010-C
CLEARING, GRUBBING, AND LANDSCAPE REMOVALS
LS
2010-D-1
TOPSOIL, ON-SITE
CY
2010-E
EXCAVATION, CLASS 10
CY
2010-G
SUBGRADE PREPARATION
SY
2010-J
SUBBASE, MODIFIED, 6 INCHES
SY
4020-E-1
TILE, TRENCHED, 4 INCH
LF
4020-999-A DOWNSPOUT BOOT, CASTIRON
LS
7010-A
PAVEMENT, PCC, 6 INCH, C4-WR-C20
SY
7030-A-1
REMOVAL OF SIDEWALK
SY
7030-E
SIDEWALK, PCC, 4 INCH
SY
7030-E
SIDEWALK, CLASS 'A', PCC, 6 INCH
SY
7030-G
DETECTABLE WARNING
SF
7030-999-A REMOVAL OF STOOP SLAB
LS
7030-999-A REPLACE STOOP SLAB ON EXISTING STOOP FOUNDATION
LS
7040-H
PAVEMENT REMOVAL
SY
8020-B
PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE
STA
8020-G
PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT
EA
8040-A
TRAFFIC SIGNS, ADA
EA
8040-A
TRAFFIC SIGNS, VISITOR, 12X18
EA
8040-D
PERFORATED SQUARE STEEL TUBE POSTS
LF
8040-G
PERFORATED SQUARE STEEL TUBE POSTS ANCHORS, BREAKAWAY, 2 INCH
EA
8040-I
REMOVE SIGNS
EA
8040-999-X SALVAGE AND REINSTALL MAILBOX
EA
9010-B
HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN
AC
9020-A
SOD
SY
9040-F-1
WATTLE, COMPOST/MULCH SOCK
LF
9040-F-2
WATTLE, REMOVAL
LF
11010-A
CONSTRUCTION SURVEY
LS
11020-A
MOBILIZATION
LS
11030-A
MAINTENANCE OF POSTAL SERVICE
LS
QUANTITY
1
161
210
1418
1418
60
1
1307
90
59
39
12
1
1
1309
2
1
1
2
30
3
4
1
0.3
230
1000
1000
1
1
1
AS-BUILT QTY.
ITEM NO.
A1
ITEM CODE
7030-999-A
ESTIMATED PROJECT QUANTITIES (ALTERNATE A)
ITEM
REMOVAL OF STOOP FOUNDATION, INSTALL STOOP FOUNDATION AND SLAB
UNIT
LS
QUANTITY
1
AS-BUILT QTY.
430 E GRAND AVENUE, SUITE 101
DES MOINES, IA 50309
Phone: (515) 259-9190
DESIGNED
FAM
DRAWN
TJN
CHECKED
REV DESCRIPTION
0 ISSUED FOR BID
DATE
04/027/2026
IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES
DPS POST 13 - UPPER PARKING LOT REPLACEMENT
SHEET
C.01
Email: DesMoines@bolton-menk.com
FAM
R
www.bolton-menk.com
CLIENT PROJ. NO.
QUANTITIES
9511.000
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