RFB952600-01 - Drawings.pdf

PDF 3 MB Posted Jun 29, 2026

Attached to: DPS P02 Parking Lot Replacement
Solicitation number: RFB952600-01
Issued by: Chickasaw County, Iowa

About this file

Written by GovTribe AI · Jun 30, 2026

This is a construction drawings document for the Iowa Department of Administrative Services detailing a parking lot replacement project at the Department of Public Safety Post 2 Headquarters located at 1619 Truro Pavement, Osceola, Iowa 50213. The project involves the removal and replacement of approximately 1,396 square yards of existing pavement, installation of 1,290 square yards of six-inch Portland cement concrete pavement, 150 square yards of four-inch sidewalk with Class A specifications, and related site improvements including grading, subbase preparation, erosion control, and stoop slab reconstruction. The scope encompasses 23 distinct bid items ranging from excavation and subgrade preparation to pavement markings, traffic signs, seeding, and mobilization. The project is divided into two construction phases to maintain access and parking availability, with a requirement that parking stalls in Phase B and existing pavement remain open by Tuesday, September 22, 2026. Construction plans were issued for bid on June 22, 2026, and include detailed specifications for concrete mixes (C4-WR-C20 with minimum 4,000 PSI compressive strength), epoxy-coated reinforcement, joint details with tied and expansion joints, and ADA-compliant parking spaces with three accessible stalls included in the revised parking count of 52 total spaces (49 standard and 3 accessible).

The project specifications reference the 2026 edition of the Iowa Statewide Urban Specifications for Public Improvements and MUTCD 2009 standards as adopted by the Iowa Department of Transportation. The estimated project quantities include excavation of 234 cubic yards of Class 10 material, 1,400 square yards of subgrade preparation and six-inch modified subbase, hydraulic seeding of 0.1 acres, sodding of 49 square yards, and installation of 200 linear feet of compost/mulch sock for erosion control. Construction documents were prepared by Bolton & Menk, Inc., a licensed engineering firm, with professional engineer certifications from Forrest A. Martinson (P28860) and Ryan R. Evans (P22539). Contractor responsibilities include field verification of existing utility locations, coordination with Iowa One Call (1-800-292-8989) prior to subsurface work, proof rolling of subgrade, protection of existing utilities and light poles, masonry repair and restoration of existing brick elements abutting the pavement, and environmental compliance through erosion control measures. The project employs a phasing plan requiring coordination with the construction manager and property owner for equipment staging, maintenance of temporary accessible pathways, and site restoration upon completion.

View the file

Other files

File	Type	Posted
RFB952600-01 - Bid Form.pdf	PDF	Jun 29, 2026
RFB952600-01 - Addendum #1.pdf	PDF	Jun 29, 2026
RFB952600-01 - Project Manual.pdf	PDF	Jun 29, 2026
RFB952600-01 - Notice to Bidders.pdf	PDF	Jun 29, 2026
1407825-event.pdf	PDF	Jun 29, 2026
Project Manual - RFB952600-01.html	HTML file	Jun 29, 2026
Bidding Documents - DPS Post 2 Parking Lot Replacement.html	HTML file	Jun 29, 2026

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FAYETTE FAYETTE

MAY

GRACE

PEARL

VINE

GRANT

COUNTRY

CLUB

CASS

JEFFERSON

WASHINGTON WASHINGTON

JEFFERSON

CASS

M O

WEBSTER

CLAY CLAY

WEBSTER

AYERS

LOGAN

GARFIELD

HEPBURN

MC KINLEY

ALLISON

DOLLIVER

LOGAN

M C

MC LANE M

( OSCEOLA CORPORATE LIMITS )

161718

7 8

T-72N

R-26W R-25W

( O

C O

30 29

( OSCEOLA CORPORATE LIMITS )

W MC LANEE

CASSW

JEFFERSONWW

W S

LAKE SHORE

E S

N N NN

AYERSE

W ST

STST ST

ST ST

STSHAWE

EW ST

W ST

ST ST

STST

ST ST ST ST

ST ST

D R

TOWN LINE RD

LeANN DR

TRUMAN RD W

D R

JEFFREYS

TIEKEN DR

HARKIN HILL

LIMITS )

( OSCEOLA CORPORATE LIMITS )

( O

C O

( O

HARKIN

HILL

SOUTHERN

HILLS DR

S S

218TH AVE

1 6 5 4

KANSAS ST

KENDALL ST

IVY ST

5T H

O P

HUMPHREY ST

220TH AVE

PEARL

W GRANT

S T

GRANDVIEW

PARK

E VINE

ST S

R S

W D

W P

E LOGAN

N P

CLAY ST

( OSCEOLA

CORPORATE

( O

C O

( OSCEOLA CORPORATE LIMITS )

( O

C O

( OSCEOLA CORP. LIMITS )

C B & Q

Lake

Grade

D R

COLLEGE DR

O R

Y E

KANSAS ST

COUNTRY CLUB RD

LEISURE ST

C T

PRIMROSE LN

L N

D R

LEISURE DR

B N S F

R35

U.S. NUMBERED ROUTE

FREEWAY OR EXPRESSWAY ROUTE

INTERSTATE ROUTE

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

A.01

TITLE

OSCEOLA, IA

DPS POST 2 - PARKING LOT REPLACEMENT

DAS PROJECT #9526.00

JUNE, 2026

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

MAP OF THE

CITY OF OSCEOLA, IOWA

CLARKE COUNTY, IA

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

CONSTRUCTION PLANS FOR

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.

GOVERNING SPECIFICATIONS

CLARKE COUNTY, IA

MY LICENSE RENEWAL DATE IS

PAGES OR SHEETS COVERED BY THIS SEAL:

LIC. NO. DATE:

MY LICENSE RENEWAL DATE IS

PAGES OR SHEETS COVERED BY THIS SEAL:

LIC. NO. DATE:

I OWAI OWAI OWA

OFESSIONAL ENGINEER

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.

P28860

12/31/2027

SHEETS A.01 - R.01

FORREST A.

MARTINSON

P28860

FORREST A. MARTINSON

1619 TRURO PAVEMENT

OSCEOLA, IOWA

INDEX OF SHEETS

SHEET NUMBER SHEET TITLE REVISION ISSUE DATE

A.01 TITLE 0 6/22/2026

A.02 LEGEND 0 6/22/2026

B.01 TYPICAL DETAILS 0 6/22/2026

B.02 TYPICAL DETAILS 0 6/22/2026

C.01 ESTIMATED PROJECT QUANTITIES AND NOTES 0 6/22/2026

D.01 PLAN LAYOUT 0 6/22/2026

D.02 GRADING PLAN 0 6/22/2026

D.03 JOINTING PLAN 0 6/22/2026

F.01 EXISTING CONDITIONS AND REMOVALS 0 6/22/2026

G.01 REFERENCE, BENCHMARKS, AND GEOTECHNICAL DATA 0 6/22/2026

J.01 PHASING PLAN 0 6/22/2026

R.01 EROSION CONTROL 0 6/22/2026

S.01 STOOP SLAB REPLACEMENT 0 6/22/2026

MY LICENSE RENEWAL DATE IS

PAGES OR SHEETS COVERED BY THIS SEAL:

LIC. NO. DATE:

MY LICENSE RENEWAL DATE IS

PAGES OR SHEETS COVERED BY THIS SEAL:

LIC. NO. DATE:

I OWAI OWAI OWA

OFESSIONAL ENGINEER

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.

P22539

12/31/2027

SHEETS S.01

RYAN R.

EVANS

P22539

RYAN R. EVANS

06/24/2026

SHEET

B ol to n

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6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

A.02

LEGEND

EXISTING TOPOGRAPHIC SYMBOLS

GRADING INFORMATION

1:4

F F F F

E E E E

G G G G

XXXXXXXXXXXX

EXISTING PRIVATE UTILITY LINES

STORM SEWER RECTANGULAR CASTING

STORM SEWER CIRCULAR CASTING

STORM SEWER FLARED END / APRON

CURB BOX

FIRE HYDRANT

MANHOLE

WATER REDUCER

WATER BEND

PROPOSED TOPOGRAPHIC SYMBOLS

CLEANOUT

LIFT STATION

RIP RAP

OE OE OE OE

C C C C

DRAINAGE FLOW

BENCH

BUSH

CATCH BASIN CIRCULAR CASTING

CURB STOP

CATCH BASIN RECTANGULAR CASTING

SIGNAL CONTROL CABINET

CLEAN OUT

DRINKING FOUNTAIN

FLARED END / APRON

FLAG POLE

FUEL PUMP

GRILL

HANDICAP SPACE

HANDHOLE

FIRE HYDRANT

MAILBOX

MANHOLE-HEAT

MANHOLE-ELECTRIC

MANHOLE-GAS

MANHOLE-SANITARY SEWER

MANHOLE-STORM SEWER

MANHOLE-COMMUNICATION

MANHOLE-UTILITY

PEDESTRIAN PUSH BUTTON

PEDESTAL-ELECTRIC

PEDESTAL-COMMUNICATION

VALVE POST INDICATOR

PARKING METER

LIGHT POLE

POLE-UTILITY

POST

PICNIC TABLE

RAILROAD SIGNAL POLE

REGULATION STATION GAS

TREE-DECIDUOUS

SATELLITE DISH

SIGN TRAFFIC

WATER SPIGOT

IRRIGATION SPRINKLER HEAD

IRRIGATION VALVE BOX

TREE STUMP

TELEPHONE BOOTH

TRANSFORMER-ELECTRIC

TREE-DEAD

TRASH CAN

TRAFFIC SIGNAL

VALVE

WETLAND

WELL

TREE-CONIFEROUS

GUY WIRE ANCHOR

LIFT STATION

LIFT STATION CONTROL PANEL

MANHOLE-WATER

BASKETBALL POST

CULVERT END

SOIL BORING

ABBREVIATIONS

A ALGEBRAIC DIFFERENCE

ADJ ADJUST

ALT ALTERNATE

B-B BACK TO BACK

BLDG BUILDING

BMP BEST MANAGEMENT PRACTICE

BR BEGIN RADIUS

BV BUTTERFLY VALVE

CB CATCH BASIN

C&G CURB AND GUTTER

CIP CAST IRON PIPE

CIPP CURED-IN-PLACE PIPE

CL CENTER LINE

CL. CLASS

CMP CORRUGATED METAL PIPE

C.O. CHANGE ORDER

COMM COMMUNICATION

CSP CORRUGATED STEEL PIPE

CLVT CULVERT

DIA DIAMETER

DIP DUCTILE IRON PIPE

DWY DRIVEWAY

E EXTERNAL CURVE DISTANCE

ESMT EASEMENT

ELEC ELECTRIC

ELEV/EL ELEVATION

EOF EMERGENCY OVERFLOW

ER END RADIUS

EX EXISTING

FES FLARED END SECTION

F-F FACE TO FACE

FF FINISHED FLOOR

F&I FURNISH AND INSTALL

FM FORCEMAIN

FO FIBER OPTIC

F.O. FIELD ORDER

GRAN GRANULAR

GRAV GRAVEL

GU GUTTER

GV GATE VALVE

HDPE HIGH DENSITY POLYETHYLENE

HH HANDHOLE

HMA HOT MIX ASPHALT

HP HIGH POINT

HWL HIGH WATER LEVEL

HYD HYDRANT

I INVERT

K CURVE COEFFICIENT

L LENGTH

LO LOWEST OPENING

LP LOW POINT

LT LEFT

MH MANHOLE

MIN MINIMUM

MR MID RADIUS

NIC NOT IN CONTRACT

NMC NON-METALLIC CONDUIT

NTS NOT TO SCALE

NWL NORMAL WATER LEVEL

OHW ORDINARY HIGH WATER LEVEL

PC POINT OF CURVE

PCC PORTLAND CEMENT CONCRETE

PE PERMANENT EASEMENT

PED PEDESTRIAN, PEDESTAL

PERF PERFORATED PIPE

PERM PERMANENT

PI POINT OF INTERSECTION

PL PROPERTY LINE

PRC POINT OF REVERSE CURVE

PT POINT OF TANGENT

PVC POLYVINYL CHLORIDE PIPE

PVMT PAVEMENT

R RADIUS

RCP REINFORCED CONCRETE PIPE

RET RETAINING

R/W RIGHT-OF-WAY

RSC RIGID STEEL CONDUIT

RT RIGHT

SAN SANITARY SEWER

SCH SCHEDULE

SERV SERVICE

SHLD SHOULDER

STA STATION

STD STANDARD

STM STORM SEWER

TC TOP OF CURB

TE TEMPORARY EASEMENT

TEMP TEMPORARY

TNH TOP NUT HYDRANT

TP TOP OF PIPE

TYP TYPICAL

VCP VITRIFIED CLAY PIPE

VERT VERTICAL

VPC VERTICAL POINT OF CURVE

VPI VERTICAL POINT OF INTERSECTION

VPT VERTICAL POINT OF TANGENT

WM WATERMAIN

WS 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

UNDERGROUND FIBER OPTIC

UNDERGROUND ELECTRIC

UNDERGROUND GAS

UNDERGROUND COMMUNICATION

OVERHEAD ELECTRIC

OVERHEAD COMMUNICATION

OVERHEAD UTILITY

953.53

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)

OC OC OC OC

OU OU OU OU

STORM SEWER OUTLET STRUCTURE

STORM SEWER OVERFLOW STRUCTURE

STA:5+67.19

980.87

TRAFFIC ARM BARRIER

VENT PIPE

TILE INLET

TILE RISER

SIREN

DRIVE-THRU MICROPHONE

METER

ACCESS GRATE

FILL PIPE

DOWN SPOUT

BIRD FEEDER

ANTENNA

AIR CONDITION UNIT

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".

UTILITIES IDENTIFIED WITH A QUALITY LEVEL OTHER THAN D:

LINE TYPES FOLLOW THE FORMAT: UTILITY TYPE - QUALITY LEVEL

EXAMPLE: 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.

G-A G-A

UTILITY MARKER

VALVE VAULT

WET WELL

YARD HYDRANTY

BARRICADE PERMANENT

TILE OUTLET

EXISTING UTILITY LINES

| FM | | FM |

> SS > > SS >

>> DT >> >> DT >> >> DT >>

>> ST >> >> ST >>

WM WM

WS WS WS

PROPOSED UTILITY LINES

> SS > > SS >

SURVEY SYMBOLS

> SSS > > SSS > > SSS >

SURVEY LINES

o o o

PAVEMENT MARKING

AUTO SPRINKLER CONNECTION

WETLAND DELINEATED MARKER

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

BUSH LINE

TREE LINE

GUARD RAIL

FENCE-DECORATIVE

FENCE

RETAINING WALL

PIPE CASING

WATER SERVICE

WATERMAIN

STORM SEWER DRAIN TILE

STORM SEWER

SANITARY SERVICE

SANITARY SEWER

FORCEMAIN

WATER TEE

WATER CROSS

WATER SLEEVE

WATER CAP / PLUG

WATER VALVE

EXISTING TOPOGRAPHIC LINES

QUARTER LINE

SIXTEENTH LINE

TRAFFIC SIGNS

BOLLARD

TEMPORARY EASEMENT

LIGHT POLE

VAULT

BENCHMARK LOCATION

MONUMENT FOUND

CAST IRON MONUMENT

CONTROL POINT STONE MONUMENT

TRENCHLESS PIPE (PLAN VIEW)

TRENCHLESS PIPE (PROFILE VIEW)

ELECTRIC CAR CHARGE STATIONEV

CLVT

MANHOLE-RECLAIMED WATERW

TRASH

TILE

| FM | | FM |

> SS > > SS >

> SSS > > SSS > > SSS >

WM WM

WS WS WS

>> ST >> >> ST >>

>> DT >> >> DT >> >> DT >>

WATER SERVICE

WATERMAIN

STORM SEWER DRAIN TILE

STORM SEWER

SANITARY SERVICE

SANITARY SEWER

FORCEMAIN

WR WR WR WR WR WR RECLAIMED WATER

1 EXISTING PAVEMENT

NOT TO SCALE

12"

18"

R7-8 SIGN

VAN

ACCESSIBLE

2" SQUARE STEEL

POST (14 GAUGE)

R7-8b

FOR VAN ACCESSIBLE

SPACES ONLY

2-1/4" OUTER

SOCKET

(12 GAUGE)

BOTTOM OF 2"

SQUARE STEEL POST

INSERT SIGN POST 6-8" INTO ANCHOR BASE

2-1/4" OUTER SOCKET

TO BE 2-3" ABOVE

GRADE

4 SIGN INSTALLATION

NOT TO SCALE

RESERVED

PARKING

PAVEMENT, PCC, 6 INCH, CLASS C

12 INCH SUBGRADE PREPARATION

3 PAVEMENT, PCC, 6 INCH, CLASS C

NOT TO SCALE

SUBBASE, MODIFIED, 6 INCH

SIDEWALK, PCC, 4 INCH, CLASS C

2 SIDEWALK, PCC, 4 INCH, CLASS C

NOT TO SCALE

SUBBASE, MODIFIED, 4 INCH

5 CLASS 'A' SIDEWALK

NOT TO SCALE

1.5% TARGET, 2.0% MAX

SIDEWALK, PCC, 4 INCH

SUBBASE, MODIFIED, 4 INCH

PAVEMENT, PCC, 6 INCH

SUBBASE, MODIFIED, 6 INCH

12 INCH SUBGRADE PREPARATION

R78PG SIGNEXISTING PAVEMENT, 5.5 - 6.25 INCH,

REFER TO GEOTECH REPORT AND G.01 FOR LOCATIONS

1' 1.5' 1.5'

TIED JOINT, SEE D.03 FOR

REBAR SIZE AND SPACING

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

B.01

TYPICAL DETAILS

See Detail A or B

'C'

CONTRACTION JOINT

4'' ± 1

16'' Saw CutJoint Sealant Material 4'' ± 18''

T/4 ± 1/4''.

Crack or Joint Line

DETAIL A

(Saw cut formed by conventional concrete sawing equipment.)

8'' to 5

16'' Saw CutJoint Sealant Material 4'' ± 18''

1 14'' ± 14''

Crack or Joint Line

DETAIL B

(Saw cut formed by approved early concrete sawing equipment.)

Bottom of Saw Cut Top of Curb Saw Cut

1 12''

Top of Slab Joint Sealant Material

T/4 ± 1/4''

'C'

JOINT IN CURB

(Match 'CT', 'CD', or 'C' joint in pavement.)

Pavement Edge 15'' min.9'' min.

T at 12'' Centers.

24'' Long #4 Tie Bar

'RT'

ABUTTING PAVEMENT JOINT

RIGID TIE

Hole Diameter 1/8'' Larger than Tie Bar

TT/2

L/2

BAR PLACEMENT

(Applies to all joints unless otherwise detailed.)

See Detail C

'B'

PLAIN JOINT

(Abutting Pavement Slabs)

DETAIL C

Joint Sealant Material 4'' ± 1

16'' Saw Cut

1 14'' ± 14'' Saw Cut

4'' ± 18''

Crack or Joint Line

2" to 34''

Top of Pavement Sealant

SECTION A-A

(Detail at Edge of Pavement)

T < 8'' 24'' Long at 30'' Centers

Joint Bars

'BT-5' #4

Bar Length and Spacing

9'' min. 15'' min.

of Joint not required3 4'' Dia. Hole for BT-3 and BT-4 Joint 8'' Dia. Hole for BT-5 Joint

'BT'

ABUTTING PAVEMENT JOINT - RIGID TIE (Drilled)

T < 8'' 36'' Long at 30'' Centers

Joint Bars 'L-1' #4

Bar Length and Spacing

CONTRACTION JOINT

See Detail D-2

'L-1' interchangeable with 'BT-1' subject to pouring sequence

Crack or Joint Line

T/3 ± 14''

Joint Sealant Material 4'' ± 1

16'' Saw Cut

DETAIL D-2

18'' Long 3/4" Dowel at 12'' Centers Width

(See Detail F)

'ED'

DOWELED EXPANSION JOINT

See Detail F, Predrill or preform holes in joint material for appropriate dowel size.

DETAIL F

8''

Joint Filler

2'' Joint Sealant Material15

Hole Diameter 1/8'' Larger than Dowel

Resilient Joint Filler

See Detail F

1'' Nominal 'E'

1'' EXPANSION JOINT

Edge with 1/8 inch tool for length of joint

Sawing and Sealing

'L'

Saw Cut

FORM

GRADE

ELEV.

Slope as per plans

2''

6" STANDARD CURB

R 3"

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

B.02

TYPICAL DETAILS

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

ESTIMATED PROJECT QUANTITIES - BASE BID

ITEM NO. ITEM CODE ITEM UNIT QUANTITY AS-BUILT QTY.

1 0000-A ALLOWANCE FOR MASONARY REPAIR ALW 1

2 2010-D-1 TOPSOIL, ON-SITE CY 46

3 2010-E EXCAVATION, CLASS 10 CY 234

4 2010-G SUBGRADE PREPARATION SY 1400

5 2010-J SUBBASE, MODIFIED, 6 INCHES SY 1400

6 2010-J SUBBASE, MODIFIED, 4 INCHES SY 150

7 7010-A PAVEMENT, PCC, 6 INCH, C4-WR-C20 SY 1290

8 7030-E SIDEWALK, CLASS 'A', PCC, 4 INCH SY 150

9 7030-E SIDEWALK, TEMPORARY, PCC, 4 INCH SY 6

10 7030-999-A REMOVE AND REPLACE STOOP SLAB ON EXISTING STOOP FOUNDATION LS 1

11 7040-H PAVEMENT REMOVAL SY 1396

12 8020-B PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 2

13 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT EA 1

14 8040-A TRAFFIC SIGNS, ADA EA 3

15 8040-D PERFORATED SQUARE STEEL TUBE POSTS LF 30

16 8040-G PERFORATED SQUARE STEEL TUBE POSTS ANCHORS, BREAKAWAY, 2 INCH EA 3

17 8040-I REMOVE SIGNS EA 1

18 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN AC 0.1

19 9020-A SOD SY 49

20 9040-F-1 WATTLE, COMPOST/MULCH SOCK LF 200

21 9040-F-2 WATTLE, REMOVAL LF 200

22 11010-A CONSTRUCTION SURVEY LS 1

23 11020-A MOBILIZATION LS 1

ESTIMATE REFERENCE INFORMATION

ITEM NO. ITEM

CODE DESCRIPTION

1 0000-A ALLOWANCE FOR MASONARY REPAIR

THIS ITEM IS AN ALLOWANCE FOR TIME AND MATERIAL FOR THE REPAIR AND RESTORATION OF EXISTING MASONRY ELEMENTS ABUTTING THE PAVEMENT. ACTUAL COST WILL BE PAID FOR WORK PERFORMED. ANY UNDER/OVER RUN WILL BE ADDRESSED IN A CHANGE ORDER. WORK UNDER THIS ALLOWANCE SHALL BE PERFORMED ONLY UPON DIRECTION OF THE ENGINEER AND CONSTRUCTION MANAGER. BID ITEM SHALL INCLUDE, REMOVAL AND REPLACEMENT OF DETERIORATED OR EXISTING DAMAGED BRICK, REPOINTING OF MORTAR JOINTS, CLEANING AND PREPARATION OF EXISTING SURFACES NECESSARY FOR REPAIR.

2 2010-D-1 TOPSOIL, ON-SITE

TOPSOIL WITHIN THE GRADING LIMITS OF THE PROJECT SHALL BE STRIPPED AT A MINIMUM OF 8", SALVAGED, AND RESPREAD AT A MINIMUM DEPTH OF 6". ITEM INCLUDES HAULING OFF-SITE TO STORE AND HAULING BACK IN IF NEEDED. SALVAGED TOPSOIL SHALL REMAIN ON-SITE UNLESS AGREEMENTS MADE WITH THE PROPERTY OWNER. CONTRACTOR IS RESPONSIBLE FOR RESTORATION COST IF OUTSIDE OF

GRADING LIMITS.

QUANTITIY IS CALCULATED BASED ON AREA OF DISTRUBANCE 1860 SF, AT A DEPTH OF 8" OF TOPSOIL TO BE SALVAGED. THIS ITEM SHALL BE PAID ON A PERCENT COMPLETE BASIS, AND NO MEASUREMENT WILL BE

MADE.

3 2010-E EXCAVATION, CLASS 10

THIS ITEM SHALL INCLUDE THE REMOVAL OF EXISTING SOIL, HAULING, DISPOSAL/EXPORT AND RE-GRADING AS NEEDED PER PLAN TO FACILITATE ALL PROPOSED SECTIONS. ALL BORROW SHALL BE PROVIDED BY THE

CONTRACTOR. EXCESS OR UNSUITABLE EXCAVATED MATERIAL WILL BECOME PROPERTY OF THE

CONTRACTOR AND WILL BE HAULED OFF-SITE INCIDENTAL TO THE ITEM. NO ADDITIONAL PAYMENT WILL BE ALLOWED FOR OVERHAUL OF WASTE. TOPSOIL SHALL BE PLACED AND SPREAD TO A MINIMUM THICKNESS

OF 6" IN ALL DISTURBED TURF AREAS AND PAID FOR AS TOPSOIL, ON-SITE.

RAW CUT = 234 CY, RAW FILL = 0 CY, ADJUSTED FILL (1.35 FACTOR) = 0 CY

NET EARTHWORK = 234 CY CUT

RAW EARTHWORK QUANTITIES ARE FOR INFORMATIONAL PURPOSES ONLY ARE A COMPARISON OF EXISTING CONDITIONS AND PROPOSED CONDITIONS AND MAY INCLUDE MATERIALS AND OPERATIONS PAID FOR UNDER OTHER BID ITEMS E.G. PAVEMENT REMOVAL, STORM SEWER TRENCHED, PCC PAVEMENT, SUBBASE, TOPSOIL, COMPOST AMENDMENT, ETC. MEASUREMENT WILL NOT BE MADE AND QUANTITY PAID WILL BE

ON A PERCENT OF ITEM COMPLETE.

4 2010-G SUBGRADE PREPARATION

CONTRACTOR SHALL PROOF ROLL THE EXISTING SUBGRADE IMMEDIATELY FOLLOWING REMOVAL OF PAVEMENT TO IDENTIFY YIELDING SOILS PER THE GEOTECHNICAL REPORT'S RECOMMENDATION.

UNSUITABLE SOILS SHALL BE REMOVED AND HAULED OFF SITE AND REPLACED WITH SUITABLE SOILS FROM ON-SITE. FOLLOWING PROOFROLLING SUBGRADE SHALL BE SCARIFIED, MOISTURE CONDITIONED, GRADED, AND COMPACTED. CONTRACTOR SHALL POTHOLE ALL UTILITIES PRIOR TO SUBGRADE PREPARATION.

COORDINATE WITH ENGINEER FOR ANY UTILITIES IN CONFLICT

5 2010-J SUBBASE, MODIFIED, 6 INCHES

THIS ITEM INCLUDES, BUT IS NOT LIMITED TO, COMPACTION OF SUBGRADE, FURNISHING, PLACING, COMPACTING, AND TRIMMING TO THE PROPER GRADE.

6 2010-J SUBBASE, MODIFIED, 4 INCHES

THIS ITEM INCLUDES, BUT IS NOT LIMITED TO, COMPACTION OF SUBGRADE, FURNISHING, PLACING, COMPACTING, AND TRIMMING TO THE PROPER GRADE.

7 7010-A PAVEMENT, PCC, 6 INCH, C4-WR-C20

CONCRETE SHALL BE A C-4 MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. CURB AND GUTTER SECTION IS INCLUDE IN THE AREA OF THIS ITEM AND SHALL BE INCIDENTAL TO PAVEMENT CONSTRUCTION. REINFORCEMENT SHALL BE EPOXY COATED. 6 INCH MODIFIED SUBBASE SHALL BE PLACED UNDER THE PAVEMENT AND IS PAID FOR UNDER A SEPARATE BID ITEM. NO ADDITIONAL PAYMENT FOR COLD WEATHER PAVING OPERATIONS. FINAL TRIMMING OF SUBGRADE OR SUBBASE, INTEGRAL CURB, BARS AND REINFORCEMENT, JOINTS AND SEALING, SURFACE CURING AND PAVEMENT PROTECTION, SAFETY FENCING, CONCRETE FOR RIGID HEADERS, AND BOXOUTS FOR FIXTURES

SHALL BE INDICENTAL TO THIS ITEM.

8 7030-E SIDEWALK, CLASS 'A', PCC, 4 INCH

CONCRETE WILL BE C OR M MIX WITH A MINIMUM COMPRESSIVE STRENGTH OF 4,000 PSI AT 28 DAYS. SLAG IS NOT ALLOWED. COMPACTION OF SUBGRADE IS INCIDENTAL TO THIS ITEM. CONCRETE TESTING WILL BE

PROVIDED BY THE OWNER. NO EXTRA PAYMENT FOR COLD WEATHER PAVING.

9 7030-E SIDEWALK, TEMPORARY, PCC, 4 INCH

REFER TO BID ITEM #8. NO SUBBASE WILL BE PLACED UNDER TEMPORARY SIDEWALK.

10 7030-999-A REMOVE AND REPLACE STOOP SLAB ON EXISTING STOOP FOUNDATION

CONTRACTOR SHALL DRILL AND EPOXY INDICATED BENT DOWELS INTO EXISTING STOOP FOUNDATION

WALLS AND REPLACE STOOP SLAB.

11 7040-H PAVEMENT REMOVAL

CONTRACTOR SHALL PROTECT EXISTING PAVEMENT TO REMAIN. CONTRACTOR SHALL REPLACE PAVEMENT DAMAGED DURING CONSTRUCTION AT NO ADDITIONAL COST. THIS BID ITEM IS FOR REMOVAL OF PARKING

LOT PAVEMENT, SIDEWALK, AND TEMPORARY SIDEWALK.

12 8020-B PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE

CONTRACTOR SHALL REMOVE SURFACE CURE PRIOR TO INSTALLING PAVEMENT MARKINGS. REFLECTORIZING

GLASS SPHERES SHALL BE INSTALLED WITH ALL PAVEMENT MARKINGS.

13 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT

CONTRACTOR SHALL REMOVE SURFACE CURE PRIOR TO INSTALLING PAVEMENT MARKINGS. REFLECTORIZING

GLASS SPHERES SHALL BE INSTALLED WITH ALL PAVEMENT MARKINGS.

14 8040-A TRAFFIC SIGNS, ADA

SEE DETAIL 4/B.01.

THIS ITEM SHALL BE FOR SIGN R7-8 AND PLAQUE R78PG AS REQUIRE FOR VAN ACCESSIBLE STALL. THIS ITEM

IS SHALL BE PAID AS EACH SIGN POST.

15 8040-D PERFORATED SQUARE STEEL TUBE POSTS

SEE DETAIL 4/B.01.

16 8040-G PERFORATED SQUARE STEEL TUBE POSTS ANCHORS, BREAKAWAY, 2 INCH

SEE DETAIL 4/B.01.

17 8040-I REMOVE SIGNS

18 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN SEED ALL AREAS DISTURBED BY CONSTRUCTION AS INDICATED ON PLANS. THE COST FOR WATERING UNTIL SEED ESTABLISHMENT IS ACCEPTED SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, FINISH GRADING, SEED BED PREP AND RESEEDING ARE CONSIDERED INCIDENTAL TO THIS ITEM. SEED AND FERTILIZER SHALL BE APPLIED PRIOR TO MULCHING. THE CONTRACTOR IS RESPONSIBLE FOR MOWING AND MAINTAINING SEEDED AREAS UNTIL THE PROJECT IS ACCEPTED BY THE OWNER. SEEDING OF AREAS DISTURBED OUTSIDE OF THE CONSTRUCTION LIMITS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AT NO ADDITIONAL COST TO OWNER. THE SEEDING RATE SHALL BE AT LEAST 260 LBS/ACRE. APPLY A 6-24-24, NITROGEN, PHOSPHATE, POTASH, COMMERCIAL FERTILIZER OR EQUIVALENT AT THE RATE OF 300 LBS PER

ACRE. APPLY MULCHING PER MANUFACTERS RECOMMENDATIONS.

SEEDING AREAS ASSUMED FOR TWO APPLICATIONS OVER THE AREAS DISTURBED.

19 9020-A SOD

A. SOD ALL AREAS DISTURBED BY CONSTRUCTION UNLESS INDICATED ON PLANS. COST FOR WATERING SHALL BE CONSIDERED INCIDENTAL TO THIS ITEM. ROCK PICKING, FINISH GRADING, AND REWORK, INCLUDING REGRADING AND ADJUSTING GRADING, ARE CONSIDERED INCIDENTAL TO THIS ITEM.

CONTRACTOR RESPONSIBLE FOR PROTECTING ALL SODDED AREAS THRU ESTABLISHMENT AND ACCEPTANCE.

CONTRACTOR RESPONSIBLE FOR MOWING AND MAINTAINING SODDED AREAS UNTIL PROJECT IS ACCEPTED BY OWNER. SODDING OF AREAS OUTSIDE OF CONSTRUCTION LIMITS SHALL BE RESPONSIBILITY OF

CONTRACTOR AT NO ADDITIONAL COST TO OWNER.

20 9040-F-1 WATTLE, COMPOST/MULCH SOCK

21 9040-F-2 WATTLE, REMOVAL

22 11010-A CONSTRUCTION SURVEY

CONTRACTOR TO PROVIDE CONSTRUCTION STAKING AS NECESSARY FOR CONSTRUCTION. MONUMENTS WITHIN CONSTRUCTION LIMITS TO BE PROTECTED AND RESETTING OF DISTURBED MONUMENTS SHALL BE INCIDENTAL TO THIS

ITEM.

CONTROL POINTS AND ALIGNMENT DATA ARE SHOWN ON G.01.

BOLTON & MENK TO PROVIDE THE FOLLOWING SUPPLEMENTAL DIGITAL DESIGN FILES:

- ALIGNMENT AND PROPOSED SURFACE DATA AS .XML

- CONTROL POINTS AS .CSV

- PROPOSED BASE LINE WORK AS .DWG

23 11020-A MOBILIZATION

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

C.01

ESTIMATED PROJECT QUANTITIES AND NOTES

1619 TRURO PAVEMENT,

OSCEOLA, IA 50213

29.4' 10.1' 107.1' 6'

G G

G G G G G G G

G G G G G G G G G G G G

G G

G G G GGGGGGG

E E E

E E E E

E E

WMWM

9' 9'

10'

8.5' 5' 8' 8' 10.1' 8' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9' 9'

9' 9'

18'

48.5'

19.7' 30.9'

26.2'

40.9' 6'

72.1'

69'

24'

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

D.01

PLAN LAYOUT

FEETSCALE

0 10 20

HORZ.

LEGEND

6" PCC PAVEMENT

4" PCC SIDEWALK

TURNING SPACE (6" PCC)

HC SIGN

DETAIL 4, B.01

VAN ACCESSIBLE

4 INCH YELLOW PAVEMENT MARKING

CLASS 'A' SIDEWALK, SEE

DETAIL 5, 6 ON B.01

EXISTING PARKING:

47 STANDARD PARKING STALLS

3 ADA ACCESSIBLE PARKING STALLS

PROPOSED PARKING COUNT:

EXISTING STANDARD PARKING STALLS

49 STANDARD PARKING STALLS

3 ADA ACCESSIBLE PARKING STALLS

RECONSTRUCT STOOP SLAB.

SEE S.01 FOR DETAILS.

4.1'

4.5'

PROTECT LIGHT POLE AND

UNDERGROUND UTILITIES

DURING CONSTRUCTION

PROTECT LIGHT POLE AND

UNDERGROUND UTILITIES

DURING CONSTRUCTION

MATCH TO EXISTING PAVEMENT TO REMAIN.

MATCH TO EXISTING SIDEWALK

PAVEMENT TO REMAIN.

MATCH TO EXISTING SIDEWALK

PAVEMENT TO REMAIN.

MATCH TO EXISTING

PAVEMENT TO REMAIN.

HC SIGN

DETAIL 4, B.01

HC SIGN

DETAIL 4, B.01

VAN ACCESSIBLE

4' TEMP. SIDEWALK

G G

G G G G G G G

G G G G G G G G G G G G

G G

G G G GGGGGGG

E E E

E E E E

E E

WMWM

1026.95 M

28 10

102910

5% 6.

5% 9.

0.6%

10.1'

1.4%

8.0'

0%9.

1.3%

21.0'

0.6%

10.1'

1.4%

8.9'

5% 6.

1.5%

6.0'

5.0%

18.0' 8.1%

21.9'

4.7%

24.0'

1.5%

18.0'

0% 9.

7% 9.

4.6%

99.1'

3.9%

18.0' 2.6%

32.8'

1.9%

17.9'

2.2%

33.0'

5.8%

9.7'

5.0%

8.4'

1.3%

21.0'

1028.87 CR

1029.14 CR

1029.25 CR10

.32

1029.04 CR

1028.77 CR 10

.98

CR1029.05 CR

1029.41 ME

1029.34 ME 1026.26 M

1025.98 M

.65 M

.19 M

.68 M

.11 M

.71

.36

.14

.01

.13

.80

.94

.38

.11

1029.20

0% 4.

.94 M

.72

.29

4.7%

24.0'

.17

.57

1029.60 ME

1029.85 ME

1029.121029.23

1029.68

1029.45

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

D.02

GRADING PLAN

FEETSCALE

0 10 20

HORZ.

LEGEND

6" PCC PAVEMENT

4" PCC SIDEWALK

TURNING SPACE (6" PCC)

NOTE:

CRITICAL ELEVATIONS, SLOPES AND LENGTHS

SHOWN MAY NOT ALIGN WITH JOINTS.

SEE D.03 FOR JOINT LAYOUT

4' TEMP. SIDEWALK

G G

G G G G G G G

G G G G G G G G G G G G

G G

G G G GGGGGGG

E E E

E E E E

E E

WMWM

9' 8.9' 9.1' 9' 8.9' 9.2' 8.9' 8.9' 9.1' 9.1' 9' 8.9' 9' 9' 9' 9.1' 9' 9.2' 8.2' 9.7' 8.5' 8.8'

9.7' 8.9' 9.1' 9' 11'

8.7' 9'

7.6'

10'10'11'11'6'

12' 10'

10' 9'

9' 9'

7.5' 8.5'

8.4'

9.5' 9'

9' 10'

10' 9'

8.9' 9.6'

6' 9.1'

9' 9.3'

7.4'

5.5'

24'

13'

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

D.03

JOINTING PLAN

FEETSCALE

0 10 20

HORZ.

LEGEND

6" PCC PAVEMENT

4" PCC SIDEWALK

TURNING SPACE (6" PCC)

SAWN JOINT (TYP.)

DRILLED AND EPOXIED TIED JOINT (TYP.)

#4 REBAR 36 INCH ON CENTER

# 3 REBAR 18 INCH ON CENTER

1 INCH SEALED EXPANSION JOINT

10' R

5' R

PHASE JOINT

DRILLED AND EPOXIED TIED JOINT (TYP.)

#4 REBAR 36 INCH ON CENTER

# 3 REBAR 18 INCH ON CENTER

PERIMETER RESTRAIN TIED JOINT (TYP.)

#4 REBAR 36 INCH ON CENTER

# 3 REBAR 18 INCH ON CENTER

NOTE:

JOINT LAYOUT MATCHES EXISTING JOINT SPACING.

SEE D.02 FOR GRADING AND ELEVATION INFORMATION.

REFER TO S.01 FOR 1/2" EXPANSION JOINT

CONTRACTOR TO REPAIR EXTERIOR

BRICK AFTER PAVEMENT REMOVAL AND

BEFORE NEW PAVEMENT IS INSTALLED.

4' TEMP. SIDEWALK

1/2" EXPANSION JOINT. DO NOT

TIE TO PERMANENT PAVEMENT

G G

G G G G G G G

G G G G G G G G G G G G

G G

G G G GGGGGGG

E E E

E E E E

E E

WMWM

REMOVE 1388 SY PAVEMENT

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

F.01

EXISTING CONDITIONS AND REMOVALS

FEETSCALE

0 10 20

HORZ.

FULL DEPTH SAW CUT AT REMOVAL LIMITS. DOUBLE SAW CUT AS NECESSARY TO

PROTECT EXISTING PAVEMENT TO REMAIN AND MAINTAIN CLEAN JOINT TO MATCH TO.

DAMAGED PAVEMENT MAY REQUIRE FULL PANEL REPLACEMENT.

NO ADDITIONAL PAYMENT WILL BE MADE FOR ADDITIONAL SAW CUTS, REMOVALS OR

PCC PAVEMENT NECESSARY TO REMEDY DAMAGED EDGE DURING CONSTRUCTION.

REMOVE EXISTING ADA STALL SIGN

REMOVE TOP SLAB OF STOOP.

CONTRACTOR TO PROTECT EXISTING BUILDING EXTERIOR

FROM DAMAGE AT ALL TIMES. PROTECTION SHALL BE

SELF SUPPORTED AND NOT AFFIXED TO THE BUILDING.

EXISTING INCINERATOR

EXISTING DUMPSTER

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

G.01

REFERENCE, BENCHMARKS, AND GEOTECHNICAL DATA

FEETSCALE

0 20 40

HORZ.

POINT NORTHING-EASTING DATA

POINT NUMBER

RAW DESCRIPTION

VFCP / CUT X CORNER PAVEMENT

VFCP / 1/2" REBAR PINK CAP

VFCP / CUT X CORNER PAVEMENT

VFCP / 1/2" REBAR PINK CAP

ELEVATION

1020.723

1019.405

1027.251

1022.098

NORTH

390249.63

390213.89

390048.94

389914.99

EAST

1561909.53

1562011.30

1561798.60

1561884.25

SOIL BORING B-1

SOIL BORING B-2

SOIL BORING B-3

G G G G

G G G G G G G

G G

G G GGG

E E

E l l l l l l l lllll

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

J.01

PHASING PLAN

FEETSCALE

0 10 20

HORZ.

PHASE BPHASE A

NOTES:

1. ONLY ONE PHASE SHALL BE UNDER CONSTRUCTION AT A TIME.

2. CONTRACTOR SHALL ENSURE PARKING STALLS IN PHASE B AND PARKING

STALL IN EXISTING PARKING LOT PAVEMENT TO REMAIN, ARE OPEN ON

TUESDAY, SEPTEMBER 22, 2026.

3. COORDINATE WITH CONSTRUCTION MANAGER AND OWNER FOR STAGING

OF EQUIPMENT AND MATERIAL IN PARKING STALLS OUTSIDE OF

CONSTRUCTION LIMITS.

TEMPORARY ACCESSIBLE PATH SHALL BE INSTALLED

TO MAINTAIN ACCESS TO FRONT DOOR. AFTER

COMPLETION OF PERMANENT SIDEWALK,

TEMPORARY SIDEWALK SHALL BE REMOVED AND

SITE RESTORED BACK TO EXISTING CONDITIONS.

DURING PHASE A, DUMPSTER TO BE RELOCATED TO

ACCESSIBLE LOCATION BY SANITATION COMPANY.

INCIDENTAL TO CONSTRUCTION.

CONTRACTOR TO USE GRAVEL AREA FOR

STAGING, PARKING, AND PROVIDING

SANITARY FACILITIES FOR WORKERS.

CONTRACTOR SHALL NOT USE

EXISTING PARKING LOT FOR STAGING

EXISTING DUMPSTER

EXISTING INCINERATOR

251030

102210

102410

10291029

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

R.01

EROSION CONTROL

FEETSCALE

0 10 20

HORZ.

NOTE:

1. TEMPORARY EROSIONS CONTROL BEST MANAGEMENT PRACTICES

(BMPs) AS SHOWN ON THIS PLAN SHEET THAT WILL NOT BE

INCORPORATED INTO THE FINAL PRODUCT ARE

RECOMMENDATIONS. THE CONTRACTOR IS RESPONSIBLE FOR

DESIGNING, INSTALLING, AND MODIFYING BMPs AS NECESSARY

TO PREVENT ILLICIT DISCHARGE FROM THE PROJECT SITE.

2. SOD SHALL BE INSTALL ON DOWN HILL SIDE EDGE OF PAVEMENT

AS SHOWN.

3. CONTRACTOR SHALL MINIMIZE DISTURBANCE TO SITE AS SHOW

BY LIMITS OF SOD AND SEEDING.

4. CONTRACTOR IS RESPONSIBLE FOR THEIR CONSTRUCTION

OPERATIONS ON SITE AND SHALL RE-ESTABLISH GRADE AND

RE-SEED ANY ADDITIONAL DISTURBANCE AT NO ADDITIONAL

COST TO THE OWNER.

MAJOR CONTOUR - EXISTING

MINOR CONTOUR - EXISTING

MAJOR CONTOUR - PROPOSED

MINOR CONTOUR - PROPOSED

COMPOST/MULCH SOCK

TYPE 1 LAWN - HYDROSEED

EROSION CONTROL LEGEND

SOD

CONTRACTOR TO SECURE SOD TO PREVENT

MOVEMENT. SOD THAT IS DISPLACED BY RAIN EVENTS

SHALL BE REMOVED, TOP SOIL REGRADED, AND NEW

SOD INSTALLED AT NO ADDITIONAL COST TO OWNER.

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS. COORDINATE WITH ENGINEER IF ANY

DISCREPANCIES ARE DISCOVERED. CONFIRM FIELD CONDITIONS & DIMENSIONS WITH ENGINEER PRIOR TO START

OF CONSTRUCTION.

2. THE CONTRACTOR SHALL INFORM THE ENGINEER IMMEDIATELY OF ANY DEVIATION FROM THE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL NOT PROCEED WITH THE RESPONSIBILITY FOR SUCH DEVIATION WITHOUT ENGINEER’S APPROVAL OF SHOP DRAWINGS, PRODUCT DATA, ETC. UNLESS AS SPECIFICALLY INFORMED BY ENGINEER OF SUCH DEVIATION AT THE TIME OF SUBMISSION, AND THE ENGINEER HAS TIME TO PROVIDE REVIEW.

3. CONTRACTOR SHALL BRING TO THE ATTENTION OF THE ENGINEER ALL THINGS WHICH IN THE OPINION OF THE CONTRACTOR APPEAR TO BE DEFICIENCIES, OMISSIONS, CONTRADICTIONS, OR AMBIGUITIES IN THE PLANS AND SPECIFICATIONS. WRITTEN CORRECTIONS OR INTERPRETATION SHALL BE MADE BY THE ENGINEER BEFORE THE

AFFECTED WORK PROCEEDS.

CONCRETE

1. CONCRETE SHALL BE A SUDAS 'C4-WR' MIX AND CONSTRUCTED IN ACCORDANCE WITH IBC CHAPTER 19 AND ACI 318.

2. REINFORCING SHALL BE EPOXY COATED AND CONFORM TO ASTM A615, GR. 60, INCLUDING TIES AND STIRRUPS.

3. ALL REINFORCING SHALL BE DETAILED, FABRICATED AND PLACED, IN ACCORDANCE WITH ACI DETAILING MANUAL.

NO FIELD BENDING OF REINFORCEMENT SHALL BE PERMITTED EXCEPT WHERE SPECIFICALLY NOTED IN THE

DRAWINGS.

4. ALL REINFORCING SHALL BE SUPPORTED IN FORMS, SPACED WITH NECESSARY ACCESSORIES AND SHALL BE SECURELY WIRED TOGETHER, IN ACCORDANCE WITH CRSI"REINFORCING BAR DETAILING". ALL DOWELS, ANCHOR RODS, EMBEDS, SLEEVES AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED AND SUPPORTED PRIOR TO

POURING CONCRETE. NO WET-SETTING SHALL BE PERMITTED.

5. MINIMUM 2" CONCRETE COVER OVER REINFORCEMENT.

6. LAP SPLICE SHALL HAVE A MINIMUM OF 24"

7. PROVIDE STANDARD HOOKS ON BARS TERMINATING AT A CONCRETE FACE UNLESS NOTED (E.G.: SLAB EDGES, EXPANSION JOINTS, AND AT: TOP, BOTTOM AND ENDS OF WALLS, ETC...).

8. FOLLOW RECOMMENDATIONS OF ACI PRC-305 AND ACI PRC-306 WHEN CONCRETING DURING HOT OR COLD

WEATHER, RESPECTIVELY.

9. FORMWORK DESIGN AND CONSTRUCTION SHALL COMPLY WITH GUIDELINES OF ACI PRC-347 TO PROVIDE

FORMWORK THAT WILL PRODUCE CONCRETE COMPLYING WITH TOLERANCES OF ACI SPEC-117.

10. CONCRETE SHALL BE CURED AND PROTECTED IN ACCORDANCE WITH ACI PRC-308

11. PROVIDE ISOLATION JOINT FILLER COMPLYING WITH ASTM D1751, CELLULOSE FIBER. JOINT FILLER SHALL BE 1/2" THICK, HEIGHT EQUAL TO SLAB THICKNESS, WITH 1/2" REMOVABLE TOP SECTION CAPABLE OF ACCEPTING JOINT

SEALANT.

12. JOINT SEALANT SHALL BE ONE-PART, MOISTURE CURING POLYURETHANE, ASTM C920, TYPE S, GRADE NS, CLASS 35.

13. STOOP SLAB SHALL HAVE A MEDIUM BROOMED FINISH

4'-

1/ 2"

FIE

IFY

4'-6"FIELD VERIFY

DEMOLISH EXISTING STOOP SLAB PROTECTING

EXISTING FOUNDATION WALLS TO REMAIN.

INSTALL NEW STOOP SLAB.

SEE CIVIL DRAWINGS FOR SITE PAVING

REMOVE EXISTING THRESHOLD.

INSTALL NEW THRESHOLD.

EXISTING DOOR AND FRAME TO REMAIN.

CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS

PRIOR TO SUBMITTING AND ORDERING THRESHOLD.1/2 INCH EXPANSION JOINT WITH POLYURETHANE SEALANT.

COORDINATE WITH CIVIL SITE PAVING.

NEW PEMKO 172 COMMERCIAL FLAT SADDLE THRESHOLD,

OR APPROVED EQUAL. (1/2 INCH TALL, 6 INCH WIDE)

INSTALL WITH CONCRETE ANCHORS AND POLYURETHANE

SEALANT PER MANUFACTURES RECOMMENDATION.

CONTRACTOR TO FIELD VERIFY EXISTING CONDITIONS

PRIOR TO SUBMITTING AND ORDERING THRESHOLD.

EXISTING FOUNDATION AND

INTERIOR SLAB TO BE USED AS IS.

INSTALL NEW 4 INCH VOID FORM.

INSTALL FREE DRAINING GRANULAR FILL AS

NEEDED TO REESTABLISH REQUIRED ELEVATIONS.

EXISTING STOOP FOUNDATION

WALLS TO BE USED AS IS.

EXISTING BENT REBAR TO BE CLEANED AND REUSED AS-IS.

VERIFY WITH ENGINEER IF SITE CONDITIONS CHANGE.

5 INCH PCC STOOP SLAB WITH THICKENED EDGES.

#4 REBAR 16 INCH ON CENTER, BOTH WAYS.

SLOPE 2.0% AWAY FROM BUILDING

SITE PAVING WITH THICKENED EDGE

1/2 INCH EXPANSION JOINT WITH

POLYURETHANE SEALANT

1/2 INCH EXPANSION JOINT WITH

POLYURETHANE SEALANT

S.01

STOOP DETAIL

SECTION A

NOT TO SCALE

S.01

STOOP PLAN

NOT TO SCALE

SUBMITTALS

1. THE FOLLOWING ITEMS AT MINIMUM SHALL BE SUBMITTED FOR REVIEW:

- CONCRETE MIX DESIGNS, INCLUDING PRODUCT DATA

- CONCRETE REINFORCING

- JOINT SEALANT

- THRESHOLD PLATE

2. CONTRACTOR SHALL REVIEW EACH SUBMITTAL FOR CONFORMANCE WITH

CONTRACT DOCUMENTS. SUBMITTALS NOT REVIEWED BY THE

CONTRACTOR WILL BE REJECTED. IT IS THE CONTRACTOR'S RESPONSIBILITY

TO COORDINATE WORK AFFECTED BY OTHER TRADES.

3. SUBMITTALS SHALL BE REVIEWED BY THE ENGINEER FOR COMPLIANCE

WITH THE CONTRACT DOCUMENTS.

S.01

SHEET

B ol to n

M en k, In c.

6, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 6/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

DPS POST 2 - PARKING LOT REPLACEMENT

FAM

9526.00

0 ISSUED FOR BID 06/22/2026430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

Email: DesMoines@bolton-menk.com www.bolton-menk.comR

B E

S.01

STOOP SLAB REPLACEMENTRRE

Sheets and Views

A.01 TITLE

A.02 LEGEND

B.01 TYPICAL DETAILS

B.02 TYPICAL DETAILS

C.01 ESTIMATED PROJECT QUANTITIES AND NOTES

D.01 PLAN LAYOUT

D.02 GRADING PLAN

D.03 JOINTING PLAN

F.01 EXISTING CONDITIONS AND REMOVALS

G.01 REFERENCE, BENCHMARKS, AND GEOTECHNICAL DATA

J.01 PHASING PLAN

R.01 EROSION CONTROL

S.01 STOOP SLAB REPLACEMENT

File details come from the government source that posted it. Updated Jun 30, 2026.