RFB945000-01 - Drawings.pdf

PDF 4 MB Posted Apr 27, 2025

Attached to: Department of Corrections Mount Pleasant Correctional Facility North Parking Lot Replacement
Solicitation number: RFB945000-01
Issued by: Harrison County, Iowa

About this file

Written by GovTribe AI · Dec 1, 2025

This is a construction drawing set prepared by Bolton & Menk, Inc. for the Iowa Department of Administrative Services, detailing the North Parking Lot Replacement project at Mount Pleasant Correctional Facility in Mount Pleasant, Iowa. The project involves the complete removal and replacement of an existing parking lot, increasing parking capacity from 58 to 59 stalls with two ADA-accessible spaces. The construction scope includes pavement removal, subgrade preparation, 6-inch Portland cement concrete (PCC) pavement with curb and gutter, 5-inch PCC sidewalk installation, subdrain systems with 4-inch perforated and non-perforated tile, detectable warning surfaces, pavement markings, signage, erosion control measures, and landscaping restoration. Key bid items total 26 line items, including 2,020 square yards of PCC pavement, 17 square yards of sidewalk, 310 linear feet of subdrain, 2 subdrain cleanouts, 2 subdrain outlets, hydraulic seeding on 0.2 acres, and various traffic control signage and pavement markings. The construction period is scheduled from July 2, 2025, to August 22, 2025. An optional pre-bid meeting is set for May 8, 2025, at 1:30 PM at the facility. Bid proposals are due May 22, 2025, at 2:00 PM CDT via the IMPACS Electronic Procurement System. Bidding documents are available from Rapids Reproductions by April 29, 2025.

The project adheres to 2025 Iowa Statewide Urban Design and Specifications (SUDAS) standards and the 2009 MUTCD as adopted by the Iowa Department of Transportation. All improvements must comply with applicable federal, state, and local laws and ordinances. The contractor is responsible for site safety, traffic control, dust control, erosion control maintenance, utility coordination and potholing, and final site cleanup. Utility locates will be completed by the owner prior to construction, with the contractor responsible for verification and protection of existing utilities. Testing services will be provided by the owner, though the contractor is responsible for rescheduled or additional testing resulting from failed test results. A 5% bid security bond is required, and the project is exempt from Iowa Sales Tax with Davis-Bacon Wages not applicable. The procurement actively encourages participation from certified Iowa Targeted Small Businesses as subcontractors in accordance with Chapter 73 of the Code of Iowa.

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Other files

File	Type	Posted
RFB945000-01 - Notice to Bidders.pdf	PDF	Apr 27, 2025
RFB945000-01 - Project Manual.pdf	PDF	Apr 27, 2025
1310487-event.pdf	PDF	Apr 27, 2025
RFB945000-01 - Bid Form.pdf	PDF	Apr 27, 2025
RFB945000-01 - Addendum 01.pdf	PDF	Apr 27, 2025

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SHEET

B ol to n

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5, A ll Ri gh ts

R es er ve d c H:

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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 SHEET

MOUNT PLEASANT, IA

9450.00 MOUNT PLEASANT CORRECTIONAL FACILITY

NORTH PARKING LOT REPLACEMENT

APRIL, 2025

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 MOUNT PLEASANT

HENRY COUNTY, IA

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

CONSTRUCTION PLANS FOR

THE 2025 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

HENRY 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

12/31/2025

ALL SHEETS

FORREST A.

MARTINSON

P28860

FORREST A. MARTINSON

SHEET INDEX

SHEET NUMBER SHEET TITLE REVISION ISSUE DATE

A.01 TITLE SHEET 0 04/15/2025

A.02 LEGEND SHEET 0 04/15/2025

B.01 TYPICAL SECTION AND DETAILS 0 04/15/2025

B.02 TYPICAL DETAILS 0 04/15/2025

C.01 ESTIMATE REFERENCE NOTES 0 04/15/2025

C.02 GENERAL NOTES 0 04/15/2025

D.01 PLAN LAYOUT 0 04/15/2025

D.02 JOINTING AND ELEVATIONS 0 04/15/2025

F.01 REMOVALS 0 04/15/2025

G.01 CONTROL POINTS & ALIGNMENT DATA 0 04/15/2025

J.01 STAGING 0 04/15/2025

M.01 SUBDRAIN PLAN AND PROFILE 0 04/15/2025

M.02 SUBDRAIN PLAN AND PROFILE 0 04/15/2025

N.01 PAVEMENT MARKINGS & SIGNAGE 0 04/15/2025

R.01 EROSION CONTROL PLAN 0 04/15/2025

S.01 ADA RAMP 0 04/15/2025

04/15/2025

SHEET

ol to n

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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 SHEET

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

G/L G/L

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 >>

>> ST >> >> ST >>

WM WM

WS WS WS WS

PROPOSED UTILITY LINES

> SS > > SS >

SURVEY SYMBOLS

> SSS > > SSS >

R/W R/W R/W

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 > > SS >

> SSS > > SSS >

WM WM

WS WS WS WS

>> ST >> >> ST >>

>> DT >> >> DT >>

WATER SERVICE

WATERMAIN

STORM SEWER DRAIN TILE

STORM SEWER

SANITARY SERVICE

SANITARY SEWER

FORCEMAIN

WR WR WR WR WR WR RECLAIMED WATER

6 - 10" EXISTING HMA, REFER TO

GEOTECH REPORT FOR LOCATIONS

1 EXISTING PAVEMENT

NOT TO SCALE

PAVEMENT, PCC, 6 INCH, CLASS C

SUBBASE, MODIFIED, 6 INCH

12" SUBGRADE PREPARATION

2 PAVEMENT, PCC, 6 INCH, CLASS C

NOT TO SCALE

18"

R7-8 CUSTOM SIGN

MATCH EXISTING

ON SITE

VAN

ACCESSIBLE

1-3/4" SQUARE STEEL

POST (14 GAUGE)

TYP EACH HANDICAP

PARKING STALL

36"

R7-8b

FOR VAN ACCESSIBLE

SPACES ONLY

2" OUTER SOCKET

(12 GAUGE)

BOTTOM OF 1-3/4"

SQUARE STEEL POST

2" OUTER SOCKET TO

BE 2-3" ABOVE GRADE

3 ADA SIGN INSTALLATION

NOT TO SCALE

5 SUBDRAIN SECTION DETAIL

NOT TO SCALE

PAVEMENT, PCC

SUBBASE, MODIFIED, 6 INCH

4# REBAR HOOP

TRAFFIC RATED CASTING,

LID TO HAVE "STORM C.O."

EDGE OF PAVEMENT

NOTES:

1. SUBDRAIN SHALL BE PERFORATED/SLOTTED,

DUAL WALL, SMOOTH INTERIOR WITH

PERFORATIONS/SLOTS FACING DOWN.

4" PERFORATED SUDBDRAIN

PAVEMENT, PCC

SUBBASE, MODIFIED, 6 INCH

POROUS BACKFILL

4" PERFORATED SUBDRAIN

POROUS BACKFILL

4" NON-PERFORATED

SUBDRAIN AT OUTLET

CURB CUT AT PARKING

LOT LOW POINT

6 SUBDRAIN CLEANOUT DETAIL

NOT TO SCALE

HANDICAPPED

PARKING

STATE PERMIT

REQUIRED 3' 1'1' 6"6"

MATCH CURB CUT

1.5'1.5' 3'

6" TUCK 6" MINIMUM BELOW GRADE

INSTALL STAKES AT INTERVALS PER

MANUFACTURES RECOMMENDATION

6" MINIMUM TOPSOIL

COVER TRM AND FILL

VOIDS WITH 1/2" TOPSOIL

A A

B B

PROFILE VIEW

SECTION B-B

SECTION A-A

TUCK 6" MINIMUM BELOW GRADE

INSTALL STAKES AT INTERVALS PER

MANUFACTURER'S RECOMMENDATION

6" MINIMUM TOPSOIL

COVER TRM AND FILL

VOIDS WITH 1/2" TOPSOIL

TRENCH AND KEY IN TRM

INSTALL STAKES AT INTERVALS PER

MANUFACTURER'S RECOMMENDATION

4 TURF REINFORCEMENT MAT AT CURB CUT

NOT TO SCALE

PAVEMENT, PCC

SUBBASE, MODIFIED, 6 INCH

SIDEWALK, 5 INCH PCC

PROVIDE A MINIMUM 2 FOOT WIDTH OF CAST IRON

DETECTABLE WARNING SURFACES IN THE DIRECTION OF

PEDESTRIAN TRAVEL ACROSS THE FULL WIDTH OF THE CURB

RAMP OR TURNING SPACE, EXCLUSIVE OF CURBS OR FLARES.

7 CAST IRON DOMES

NOT TO SCALE

2'1'

SIDEWALK TO MATCH PARKING

LOT THICKNESS, INCIDENTAL TO

DETECTABLE WARNING

SHEET

B ol to n

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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 SECTION AND 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

B ol to n

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5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 4/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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 2010-D-1 TOPSOIL, ON-SITE CY 160

2 2010-E EXCAVATION, CLASS 10, ON-SITE CY 154

3 2010-E EXCAVATION, CLASS 10, WASTE CY 71

4 2010-G SUBGRADE PREPARATION SY 2170

5 2010-J SUBBASE, MODIFIED, 6 INCHES SY 2170

6 4040-A SUBDRAIN, 4 INCH LF 310

7 4040-C-1 SUBDRAIN CLEANOUT EA 2

8 4040-D-1 SUBDRAIN OUTLETS AND CONNECTIONS, DAYLIGHT, 4 INCH EA 2

9 7010-A PAVEMENT, PCC, 6 INCH, C4 SY 2020

10 7030-A-1 REMOVAL OF SIDEWALK SY 17

11 7030-E SIDEWALK, PCC, 5 INCH SY 17

12 7030-G DETECTABLE WARNING SF 10

13 7040-H PAVEMENT REMOVAL SY 2110

14 8020-B PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA 13.5

15 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT EA 2

16 8040-A TRAFFIC SIGNS, REGULATORY, 12X18 EA 2

17 8040-A TRAFFIC SIGNS, REGULATORY, 18X9 EA 2

18 8040-D PERFORATED SQUARE STEEL TUBE POSTS LF 20

19 8040-G PERFORATED SQUARE STEEL TUBE POSTS ANCHORS, BREAK-AWAY EA 2

20 8040-999-X SALAVAGE AND REINSTALL SIGN EA 1

21 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN AC 0.2

22 9040-F-1 WATTLE, STRAW, 9 INCH LF 1500

23 9040-F-2 WATTLE, REMOVAL LF 1500

24 9040-R TURF REINFORCEMENT MATS, 5.F SF 250

25 11010-A CONSTRUCTION SURVEY LS 1

26 11020-A MOBILIZATION LS 1

ESTIMATE REFERENCE INFORMATION

ITEM NO. ITEM

CODE DESCRIPTION

1 2010-D-1 TOPSOIL, ON-SITE

RAW CUT = 150 CY, RAW FILL = 162 CY

2 2010-E EXCAVATION, CLASS 10, ON-SITE

THIS ITEM SHALL INCLUDE THE REMOVAL OF EXISTING SOIL, HAULING, DISPOSAL/EXPORT AND RE-GRADING AS PER PLAN TO FACILITATE

ALL PROPOSED SECTIONS. ALL BORROW SHALL BE PROVIDED BY THE CONTRACTOR.

RAW CUT = 154 CY, RAW FILL = 64 CY, ADJUSTED FILL (1.30 FACTOR) = 83 CY

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.

3 2010-E EXCAVATION, CLASS 10, WASTE

SEE ITEM 2 FOR CUT AND FILL. EXCESS OR UNSUITABLE EXCAVATED MATERIAL WILL BECOME PROPERTY OF THE CONTRACTOR AND WILL BE HAULED OFF-SITE. MPCF HAS FIRST RIGHT OF REFUSAL OF SUITABLE FILL MATERIALS, STOCKPILED ON SITE AT NO ADDITIONAL COSTS

TO MPCF.

ONE PROOF ROLL FOLLOWING PAVEMENT REMOVALS, PRIOR TO SUBGRADE PREPARATION, TO IDENTIFY UNSUITIBLE SUBGRADE SHALL BE INCIDENTAL TO THIS ITEM. PROOF ROLL OF EXISTING SUBGRADE IMMEDIATELY FOLLOWING REMOVAL OF PAVEMENT TO BE SCHEDULED AND COORDINATED WITH ENGINEER. ENGINEER WILL ASSIST IN IDENTIFYING LIMITS OF MATERIAL TO BE REMOVED AND

HAULED OFF SITE AS EXCAVATION, CLASS 10, WASTE.

4 2010-G SUBGRADE PREPARATION

SUBGRADE SHALL BE PROOF ROLLED PRIOR TO PLACEMENT OF SUBBASE. PROOF ROLL SHALL BE PROVIDED BY THE CONTRACTOR, INCIDENTAL TO THIS ITEM.

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. THIS ITEM SHALL BE USED FOR REPLACEMENT OF UNSUITABLE FILL AFTER SUBGRADE PREP WITH APPROVAL OF

ENGINEER.

6 4040-A SUBDRAIN, 4 INCH

REFER TO DETAIL 5, B.01. SEE M-SHEETS FOR PERFORATED AND NON-PERFORATED PIPE SECTIONS.

7 4040-C-1 SUBDRAIN CLEANOUT

REFER TO DETAIL 6, B.01

8 4040-D-1 SUBDRAIN OUTLETS AND CONNECTIONS, DAYLIGHT, 4 INCH

9 7010-A PAVEMENT, PCC, 6 INCH, C4

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. SEAL JOINTS AS REQUIRED BY SUDAS FIGURE 7010.101.

TESTING SERVICES WILL BE PAID FOR BY OWNER. CONTRACTOR TO ASSIST WITH SCHEDULING OF TESTING. CONTRACTOR RESPONSIBLE

FOR RESCHEDULED OR ADDITIONAL TESTING SERVICES DUE TO FAILED TEST RESULTS.

10 7030-A-1 REMOVAL OF SIDEWALK

FULL DEPTH SAW CUTS ALONG THE REMOVAL LIMITS ARE INCIDENTAL TO THIS ITEM. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADDITIONAL REMOVAL, EARTHWORK, SUBGRADE PREPARATION, MODIFIED SUBBASE AND PAVING EXPENSES DUE TO DAMAGED EDGES.

ADDITIONAL REMOVAL TO BE DETERMINED BY ENGINEER. PAYMENT SHALL BE MADE FOR THE AREA OF PAVEMENT REMOVED

REGARDLESS OF THICKNESS.

11 7030-E SIDEWALK, PCC, 5 INCH

CONCRETE WILL BE C 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. NO EXTRA PAYMENT FOR COLD WEATHER PAVING.

12 7030-G DETECTABLE WARNING

DETECTABLE WARNINGS SHALL BE CAST IRON AND MEET CURRENT PROWAG STANDARDS.

13 7040-H PAVEMENT REMOVAL

IMMEDTIATELY FOLLOWING PAVEMENT REMOVAL, A PROOF SHALL BE COMPLTED. REFER TO GEOTECHNICAL REPORT FOR EXISTING PAVEMENT THICKNESSES. CONTRACTORS OPTION: IF THE CONTRACTOR CHOOSES TO MILL HMA SECTION OF PAVEMENT, MPCF WILL

ACCEPT MATERIALS TO BE STOCKPILED ON SITE AT NO ADDITIONAL COSTS TO MPCF.

14 8020-B PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE

15 8020-G PAINTED SYMBOLS AND LEGENDS, WATERBORNE OR SOLVENT

16 8040-A TRAFFIC SIGNS, REGULATORY, 12X18

MATCH EXISTING SIGNS. SEE B SHEETS FOR IMAGE OF EXISTING SIGN TO MATCH.

17 8040-A TRAFFIC SIGNS, REGULATORY, 18X9

18 8040-D PERFORATED SQUARE STEEL TUBE POSTS

19 8040-G PERFORATED SQUARE STEEL TUBE POSTS ANCHORS, BREAK-AWAY

20 8040-999-X SALAVAGE AND REINSTALL SIGN

SALVAGE AND REINSTALL "NO PARKING" SIGN AS SHOWN ON F.01 AND N.01

21 9010-B HYDRAULIC SEEDING, SEEDING, FERTILIZING, AND MULCHING, TYPE 1 - PERMANENT LAWN SEED ALL AREAS DISTURBED BY CONSTRUCTION AS INDICATED ON PLANS. 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 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.

22 9040-F-1 WATTLE, STRAW, 9 INCH

23 9040-F-2 WATTLE, REMOVAL

24 9040-R TURF REINFORCEMENT MATS, 5.F

25 11010-A CONSTRUCTION SURVEY

26 11020-A MOBILIZATION

TRAFFIC CONTROL SIGNS, BARRIERS, AND FENCING REQUIRED TO SECURE THE SITE SHALL BE INCIDENTAL TO THIS ITEM.

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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

ESTIMATE REFERENCE NOTES

C.02

GENERAL NOTES

STANDARD CONSTRUCTION NOTES:

1. ALL IMPROVEMENTS SHALL BE IN ACCORDANCE WITH 2025 EDITION OF THE IOWA STATEWIDE URBAN DESIGN AND SPECIFICATIONS (SUDAS) AND SHALL COMPLY

WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCES. THE CONTRACTOR SHALL HAVE A COMPLETE SET OF THE CURRENT SUDAS STANDARD

SPECIFICATIONS ON SITE DURING ALL CONSTRUCTION ACTIVITIES.

2. ANY DEFECTIVE WORK CONDEMNED BY THE ENGINEER SHALL BE REMOVED AND REPLACED AT THE CONTRACTOR'S EXPENSE IN ACCORDANCE WITH SUDAS SECTION 1050, 1.08 'REMOVAL OF DEFECTIVE WORK' OF THE STANDARDS SPECIFICATIONS. FAILURE TO REMOVE DEFECTIVE WORK MAY RESULT IN SUSPENSION OF OPERATIONS AND/OR WITHHOLDING OF PAYMENTS UNTIL DEFECTIVE WORK HAS BEEN REMOVED AND REPLACED.

3. THE CONTRACTOR SHALL PRESERVE ALL SURVEY CONTROL, LINE AND GRADE STAKES IN ACCORDANCE WITH SUDAS SECTION 1050, 1.10 'LINE AND GRADE STAKES'

OF THE STANDARD SPECIFICATIONS.

4. PRIOR TO MOBILIZING OFF OF THE JOB SITE, THE CONTRACTOR SHALL NOTIFY THE ENGINEER TO REQUEST A FINAL INSPECTION IN ACCORDANCE WITH SUDAS SECTION 1050, 1.14 'FINAL INSPECTION AND ACCEPTANCE' OF THE STANDARD SPECIFICATIONS.

5. THE CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY AND COMPLYING WITH ALL CURRENT AND FUTURE FEDERAL AND STATE OSHA REQUIREMENTS IN ACCORDANCE WITH SUDAS SECTION 1070, 2.02 'CONVENIENCE AND SAFETY' OF THE STANDARD SPECIFICATIONS.

6. WORK SHALL BE COMPLETED IN THE LIMITS OF CONSTRUCTION IN ACCORDANCE WITH SUDAS SECTION 1070, 2.04 'PROJECT AREA FOR THE WORK' OF THE

STANDARD SPECIFICATIONS.

7. IN ACCORDANCE WITH SUDAS SECTION 1070, 2.08 'PROTECTION OF PROPERTY' OF THE STANDARD SPECIFICATIONS, THE CONTRACTOR SHALL CONTINUOUSLY MAINTAIN ADEQUATE PROTECTION OF ALL ITS WORK FROM DAMAGE AND SHALL PROTECT THE JURISDICTION'S PROPERTY AND ADJACENT PRIVATE PROPERTY FROM INJURY OR LOSS ARISING IN CONNECTION WITH THE WORK. THE CONTRACTOR SHALL REPAIR OR RESTORE ANY SUCH DAMAGE, INJURY, OR LOSS TO JURISDICTION PROPERTY OR ADJACENT PROPERTY. THE CONTRACTOR SHALL PROTECT TREES AND OTHER PROPERTY NOT MARKED FOR REMOVAL.

8. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING SITE CLEANLINESS. UPON REQUEST BY THE ENGINEER, THE CONTRACTOR SHALL, AT ITS EXPENSE, CLEANUP AND REMOVE ALL REFUSE AND UNUSED MATERIALS OF ANY KIND RESULTING FROM THE WORK INCLUDING CLEANING AND SWEEPING OF ADJACENT STREETS.

UPON FAILURE DO SO WITHIN ONE WORKING DAY AFTER SUCH REQUEST BY THE ENGINEER, THE WORK MAY BE DONE BY THE JURISDICTION AND THE COST THEREOF CHARGED TO THE CONTRACTOR AND DEDUCTED FROM ITS FINAL PAYMENT IN ACCORDANCE WITH SUDAS SECTION 1070, 2.15 'FINISHING AND CLEANUP

REQUIREMENTS' OF THE STANDARD SPECIFICATIONS.

9. EQUIPMENT MAINTENANCE AREAS MUST BE LIMITED TO A DEFINED AREA OF THE SITE. ALL RUNOFF CONTAINING ANY HAZARDOUS MATERIALS MUST BE PROPERLY COLLECTED AND DISPOSED OF. NO ENGINE DEGREASING SHALL BE ALLOWED ON SITE.

10. THE CONTRACTOR'S ATTENTION IS DIRECTED TO THE REQUIREMENTS INCLUDED IN THE SPECIFICATIONS IN REGARD TO POSITIVE DUST CONTROL DURING ALL

OPERATIONS TO INCLUDE REMOVAL, CLEANUP, ETC.

11. THE CONTRACTOR SHALL SUBMIT TO THE ENGINEER FOR APPROVAL A PROGRESS SCHEDULE THAT WILL ENSURE THE COMPLETION OF THE PROJECT WITHIN THE TIME SPECIFIED. IF IT APPEARS THE RATE OF PROGRESS IS SUCH THAT THE CONTRACT WILL NOT BE COMPLETED WITHIN THE TIME ALLOWED, OR IF THE WORK IS NOT BEING EXECUTED IN A SATISFACTORY AND WORKMANLIKE MANNER, THE ENGINEER MAY ORDER THE CONTRACTOR TO TAKE SUCH STEPS AS NECESSARY TO COMPLETE THE WORK AS SPECIFIED IN THE CONTRACT IN ACCORDANCE WITH SUDAS SECTION 1080, 1.03 'WORK PROGRESS AND SCHEDULE' OF THE STANDARD

SPECIFICATIONS.

12. ANY WORK REQUIRED TO COMPLETE THE SCOPE OF THIS PROJECT BUT NOT SPECIFICALLY CALLED OUT, SHALL BE CONSIDERED INCIDENTAL TO THE PROJECT. NO

ADDITIONAL COMPENSATION SHALL BE ALLOWED FOR THE COMPLETION OF THIS WORK.

13. MAINTAIN POSITIVE DRAINAGE ON THE SITE THROUGHOUT THE PROJECT DURATION.

14. ALL SLOPES IN PAVEMENT SHALL BE UNIFORM TO AVOID PONDING. ANY PONDING ON NEW PAVEMENT OR ADJACENT SURFACES WILL BE CONSIDERED

UNACCEPTABLE AND SHALL BE REPLACED. IT IS THE CONTRACTORS RESPONSIBILITY TO IDENTIFY AREAS OF POTENTIAL PONDING EVEN IF GRADES ARE SHOWN ON

THE DRAWINGS.

15. ALL OPEN EXCAVATIONS SHALL BE PROTECTED.

16. CONTRACTOR SHALL PROPERLY SECURE PROJECT SITE AT THE END OF EACH DAY.

17. IN ORDER TO AVOID ANY UNNECESSARY SURFACE BREAKS OR PREMATURE SPALLING, THE CONTRACTOR IS CAUTIONED TO EXERCISE EXTREME CARE WHEN

PERFORMING ANY OF THE NECESSARY SAW CUTTING OPERATIONS FOR THE PROPOSED PAVEMENT REMOVAL. ADJACENT PAVEMENT THAT IS CHIPPED OR DAMAGED DUE TO SAW OPERATIONS SHALL BE REPLACED AT THE CONTRACTOR'S COST IN ACCORDANCE WITH THE PROJECT SPECIFICATION DETAILS FOR STREET EXCAVATION AND PAVEMENT REPLACEMENT. ALL SAW CUTS ADJACENT TO EXISTING PAVEMENT SHALL BE FULL DEPTH.

18. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NOT TO DAMAGE ADJACENT PAVEMENT, SIDEWALKS, DRIVES, MEDIANS, CURBS, STRUCTURES AND OTHER AREAS NOT DESIGNATED AS PART OF THE WORK AREA. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO AREAS NOT DESIGNATED AS PART OF THE WORK AT NO COST

TO THE OWNER.

19. CONTRACTOR TO INSTALL AND MAINTAIN ORANGE CONSTRUCTION FENCE AROUND ALL AREAS OF ACTIVE CONSTRUCTION AS REQUIRED FOR PUBLIC SAFETY, INCIDENTAL TO MOBILIZATION.

20. USE ALL AVAILABLE MEANS TO MINIMIZE THE AMOUNT OF SOIL EROSION CAUSED BY THE WORK OF THE PROJECT. THIS INCLUDES RESPONSIBILITY FOR MAINTENANCE OF ALL SOIL EROSION CONTROL DEVICES INDICATED. REPAIRS TO SOIL EROSION CONTROL DEVICES SHALL BE COMPLETED WITHIN 2 DAYS FROM

NOTIFICATION.

21. REMOVAL REQUIREMENTS SHOWN ON THE PLANS SHOULD BE CONSIDERED MINIMUM REMOVAL AND REPLACEMENT REQUIREMENTS. CONTRACTORS SHALL ADJUST REMOVAL LIMITS AND DIMENSIONS AS REQUIRED BY CONSTRUCTION MEANS AND METHODS AND ACTUAL SITE CONDITIONS. CONTRACTORS SHOULD FACTOR ADDITIONAL ANTICIPATED REMOVAL AND REPLACEMENT REQUIREMENTS INTO THEIR BIDS AS ADDITIONAL COMPENSATION REQUESTS FOR ADJUSTED OR

EXPANDED REMOVAL LIMITS WILL NOT BE APPROVED.

22. WHERE A SECTION OF PAVEMENT, CURB AND GUTTER, OR SIDEWALK IS CUT OR OTHERWISE DAMAGED BY THE CONTRACTOR, THE ENTIRE SECTION SHALL BE REMOVED AND REPLACED. PAVEMENT, CURBS, GUTTERS, AND SIDEWALKS SHALL BE REMOVED TO THE NEAREST JOINT A MINIMUM OF TWO FEET BEYOND THE EDGE OF ALL EXCAVATIONS. CONTRACTOR SHALL DOCUMENT (OR PHOTO) ALL CRACKED PCC PAVEMENT OR DAMAGED HMA PAVEMENT PRIOR TO CONSTRUCTION. IF NEW CRACKS IN PCC PAVEMENT DEVELOP OR HMA PAVEMENT IS DAMAGED DUE TO THE CONSTRUCTION TRAFFIC (EXTENDS BEYOND CONSTRUCTION LIMITS), CONTRACTOR SHALL REPLACE DAMAGED AREA AT NO ADDITIONAL COST TO OWNER.

23. ALL LANDSCAPING INCLUDING TREES, SHRUBS, PERENNIALS NOT CALLED OUT TO BE REMOVED OR APPROVED FOR REMOVAL BY CONSTRUCTION MANAGER SHALL BE PROTECTED AND REPLACED AT NO COST TO THE OWNER IF DAMAGED DURING CONSTRUCTION.

24. CONTRACTOR IS RESPONSIBLE FOR ALL TRENCH AND FILL SETTLEMENT FOR THE PROJECT'S ONE YEAR WARRANTY PERIOD. CONTRACTOR SHALL PROVIDE ADDITIONAL FILL MATERIAL AND IS RESPONSIBLE FOR RESEEDING OF ALL SETTLEMENT AREAS AFTER SITE RESTORATION HAS BEEN COMPLETED.

25. SCARIFY SUBGRADE TO MINIMUM DEPTH OF 4" WHERE TOPSOIL IS SCHEDULED OR WHERE EQUIPMENT USED FOR HAULING AND SPREADING TOPSOIL HAS CAUSED

COMPACTED SUBSOIL.

26. COORDINATE ALL REQUIRED STAGING AREAS WITH FACILITY AND OWNER'S REPRESENTATIVE.

27. SALVAGE AND REINSTALL TOPSOIL

28. TESTING SERVICES WILL BE PAID FOR BY OWNER. CONTRACTOR TO ASSIST WITH SCHEDULING OF TESTING. CONTRACTOR RESPONSIBLE FOR RESCHEDULED OR

ADDITIONAL TESTING SERVICES DUE TO FAILED TEST RESULTS.

29. PROOF ROLL OF EXISTING SUBGRADE IMMEDIATELY FOLLOWING REMOVAL OF PAVEMENT TO BE SCHEDULED AND COORDINATED WITH ENGINEER. ENGINEER WILL

ASSIST IN IDENTIFYING LIMITS OF MATERIAL TO BE REMOVED AND HAULED OFF SITE AS EXCAVATION, CLASS 10, WASTE.

UTILITY COORDINATION NOTES:

1. THE OWNER WILL HAVE ALL UTILITY LOCATES MADE PRIOR TO CONSTRUCTION COMMENCEMENT. CONTRACTOR SHALL BE RESPONSIBLE FOR POTHOLING UTILITIES

WITHIN PROJECT LIMITS THAT MAY BE IMPACTED BY CONSTRUCTION ACTIVITIES.

2. ANTICIPATED UTILITY CONFLICTS HAVE BEEN IDENTIFIED AND EACH RESPECTIVE UTILITY OWNER HAS BEEN INFORMED OF THE POTENTIAL CONFLICTS. THE

CONTRACTOR SHALL PROTECT THE EXISTING UTILITIES TO REMAIN WITHIN THE PROJECT SITE.

3. THE LOCATION OF ALL AERIAL AND UNDERGROUND UTILITIES MAY NOT BE INDICATED ON THESE PLANS. WORK SHALL BE COMPLETED IN ACCORDANCE WITH

SUDAS SECTION 1070, 2.07 'PROTECTION OF ABOVEGROUND AND UNDERGROUND FACILITIES' OF THE STANDARD SPECIFICATIONS. THE CONTRACTOR SHALL

NOTIFY THE ENGINEER IMMEDIATELY OF ANY DAMAGE TO EXISTING UTILITIES.

4. IF A CONFLICT IS DISCOVERED BY THE CONTRACTOR, NOTIFY THE ENGINEER IMMEDIATELY AND COORDINATE WITH OWNER OF UTILITY TO RESOLVE CONFLICT.

5. THE LOCATIONS OF UTILITY MAINS, STRUCTURES, AND SERVICE CONNECTIONS PLOTTED IN THIS DRAWING ARE APPROXIMATE ONLY AND WERE OBTAINED FROM

RECORDS MADE AVAILABLE TO BOLTON & MENK. VERIFICATION OF, EXISTENCE OF, AND THE DETERMINATION OF THE EXACT LOCATION OFF SHALL BE THE

RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR(S).

6. THE MEANS OF THE WORK AND THE SAFETY OF THE CONTRACTOR'S EMPLOYEES ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

7. PROTECT EXISTING UTILITIES AND STRUCTURES TO REMAIN DURING CONSTRUCTION.

TRAFFIC CONTROL NOTES:

1. ALL TRAFFIC CONTROL DEVICES SHALL BE FURNISHED, ERECTED, MAINTAINED, AND REMOVED BY THE CONTRACTOR.

2. THE PROPOSED TRAFFIC CONTROL MAY BE MODIFIED TO MEET FIELD CONDITIONS, PREVENT OBSTRUCTIONS AND TO ACCOMMODATE CONSTRUCTION

SCHEDULING UPON APPROVAL OF THE PROJECT ENGINEER

3. SIGNAGE MAINTENANCE SHALL BE CONSIDERED INCIDENTAL TO TRAFFIC CONTROL AND REQUIRED AS DIRECTED BY THE ENGINEER.

4. ALL CONSTRUCTION SIGNS SHALL BE DIAMOND GRADE FLUORESCENT ORANGE OR WHITE V.I.P. SHEETING OR EQUIVALENT. (IOWA DOT TYPE VII SHEETING).

5. AT THE TIME OF INITIAL SETUP OR AT THE TIME OF MAJOR STAGE CHANGES, 100 PERCENT OF EACH TYPE OF DEVICE (SIGNS, CONES, TUBULAR MARKERS, DRUMS, BARRICADES, VERTICAL PANELS, CHANGEABLE MESSAGE SIGNS, AND PAVEMENT MARKINGS) SHALL BE CLASSIFIED AS ACCEPTABLE BY THE REQUIREMENT OF THE AMERICAN TRAFFIC SAFETY SERVICES ASSOCIATION (ATSSA), "QUALITY STANDARD FOR WORK ZONE TRAFFIC CONTROL DEVICES 1992." THROUGHOUT THE DURATION OF THE PROJECT, UNACCEPTABLE DEVICES OR SITUATIONS THAT ARE FOUND ON THE JOBSITE AS DETERMINED BY BEFORE MENTIONED PUBLICATION SHALL BE REPLACED OR THE SITUATION CORRECTED WITHIN 12 HOURS OF INITIAL NOTIFICATIONS BY THE ENGINEER.

6. THE LOCATION FOR STORAGE OF EQUIPMENT BY THE CONTRACTOR DURING NONWORKING HOURS SHALL BE AS APPROVED BY THE ENGINEER AND OWNER.

7. CONTRACTOR SHALL BE RESPONSIBLE FOR PEDESTRIAN TRAFFIC AND PREVENTING TRIP HAZARDS ADJACENT TO CONSTRUCTION SITE RELATED TO CONSTRUCTION

ACTIVITIES.

8. PROVIDE BARRICADES, FENCING, AND OTHER DEVICES TO KEEP UNAUTHORIZED PERSONNEL FROM PROJECT SITE. PROTECT OR DELINEATE THE WORK AREA AS

DIRECTED BY THE OWNER.

9. KEEP INTERFERENCE WITH TRAFFIC TO A MINIMUM. DO NOT BLOCK EXISTING SITE ROADWAYS UNLESS APPROVED BY OWNER.

SHEET

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

B E

CLVT

F F F F F F F F F F F

EEEEEEEEE

E E E E E E E E E E

EEEEEEEEEEEEEEEEEEEEE

E E

EEEEEEEE

E E

1+00

2+00

3+00

4+00

5+00 5+15.89

: 5

+1 5.

PC: 1+28.59

PT: 3+63.20

PCC: 2+65.18

R730'

R350' R289.5'

R669.5'

24'

51.4'

721.39 TC

721.39 FG

12.6'

11.1'

60.5'

1.1%

1.7%

0.4%

1.4%

1.1%

1.7% 1.4%

0.6%

722.54 ME

722.33 ME

721.96 ME

18'

37.8'

1.1%

723.09

722.68

38.8' @ 1.0%

R15'

722.33

721.86

2.9

722.06 TC

721.56 FG

722.51

721.19 TC

720.69 FG

722.90 ME

722.05 ME

721.73 ME

3.3

R10'

R5'

R10'

R5'

722.79 ME

723.31 ME

723.63 ME

721.82 TC

721.32 FG

721.64 TC

721.64 FG

5' CURB TAPER

721.94 721.98

722.63

722.64

0.4%

16.5'

R5'

3' CURB DROP

1' CURB TAPER

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DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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 15 30

HORZ.

NOTE:

EXISTING: 58 PARKING STALLS

PROPOSED: 59 PARKING STALLS. 2 ARE ADA ACCESSIBLE

LEGEND

5" PCC SIDEWALK

6" PCC PAVEMENT

ABBREVIATIONS

TC - TOP OF CURB

FG - FORM GRADE

HP - HIGH POINT

LP - LOW POINT

ME - MATCH TO EXISTING

EX - EXISTING

CR - CRITICAL ELEVATION

B B

CLVT

E 1+00

2+00

3+00

4+00

PC: 1+28.59

PT: 3+63.20

PCC: 2+65.18

721.64 TC

721.64 FG

722.01 TC

721.50 FG

721.95 TC

721.44 FG

720.00 TC

719.50 FG

721.82 TC

721.32 FG 721.39 TC

721.39 FG

720.00 TC

719.50 FG

722.06 TC

721.56 FG

1%12

718718

722722

0%9.

1%9.

0%9.

0%12

1.1%

12.9'

1.1%

12.9'

1.1%

12.9'

1.0%

12.9'

1.1%

12.9'

1.1%

12.9' 1.0%

12.9' 1.1%

12.9' 1.0%

12.9' 1.1%

12.9' 1.0%

13.0'

1.0%

12.4'

0.6%

12.4'

0.9%

12.4'

1.2%

12.4'

1.5%

12.4'

1.8%

12.4'

2.0%

12.4' 2.0%

12.4' 1.9%

12.4' 1.7%

12.4' 1.5%

12.4'

1.7% 11.8' 1.7%

11.8' 1.7% 11.8' 1.7%

11.8' 1.7%

11.9'

1.5%

9.0'2.0%

9.0'3.0%

11.1'

7%12

5%12

1.1%

12.7'

1.0%

12.6'

1.1%

12.6'

5%9.

0' 1.

5%9.

1.5%

11.0'

1.5%

12.3'

1.4%

11.3'

1.0%

11.3'

1.0%

11.3'

1.0%

11.3'

0.9%

11.3'

0.9%

11.3'

0.9%

11.3'

0.9%

11.3'

0.8%

11.3'

0.7%

11.3'

0.6%

11.3'

1.8

9.5

3.3 %12

.0' 2.2

9.0

2.2

.0'

2.2

9.0

2.5

.0'

2.5

9.0

2.5 % 9.5'

721.55 TC

721.05 FG

1.4% 10.2'

1.4%10.2'

1.4%10.6'

1.4%11.3'

1.4%12.3'

1.4% 7.3'

0.6%

11.3'

0.4%

11.3'

0.4%

12.0'

0.4%

12.4'

0.4%

12.4'

0.4%

12.4'

0.4%

12.4'

0.4%

12.4'

0.4%

12.4'

0.4%

12.4'

0.4%

12.4'

2%9.

0' 3.

1%9.

'L-1' (TYP)

5%12

4%12

6%12

.0 '1.

6%13 .2

2%12 .4

4%10 .2

3%9.

'L-1' (TYP)

'E D'

'RT'

'E D'

'RT'

R5'

R1 5'

R10' R5'

R5'

R10'

'BT-5'

'E'

1.3% 12.0' 1.6%

1.7%

1.8%

1.7%

1.6%

1.4%

1.0% 12.3' 1.5%

12.2' 1.7% 12.2' 1.8%

12.2' 1.9% 12.2' 1.9%

12.2' 1.7% 12.2'

1.5% 12.2'

1.4% 12.2'

1.1% 12.2'

3.0% 12.6' 2.1%

12.6' 1.5% 12.6'

1.5% 12.6'

1.4% 12.6'

1.1% 12.6'

0.9% 12.6'

0.8% 12.6'

0.5% 11.7'

0.6% 11.7'

0.7% 11.7'

0.8%11.7'

0.8%11.6'

0.8%11.3'

1.1%11.3'

1.8%12.3'

2.0%

1.7%

1.2%

1.3%

1.1%

1.0%

0.9%

0.5%

0.6%

0.8%

1.1%

1.2%

0.9% 10.9'

1.0% 10.9'

1.1% 10.9'

1.1%10.9'

1.1%11.0'

1.2%11.3'

1.4%11.3'

1.4%12.3'

0.7%11.0'

1.2%

1.3%

1.4%

0.9%

3.0

3.1

2.9

2.8

2.7

2.5

1.4%

1.6

2.5

2.6

721.86

722.05 ME

721.96 ME

722.21 ME

722.33 ME

722.56 ME

722.90 M

722.54 ME

722.92

721.63

721.73 ME

723.31 ME

723.51 ME

723.63 ME

720.68

721.15

721.51

720.19

719.82

719.44 LP

721.86

723.04 ME

722.79 ME

722.95

723.36

723.09

722.68

722.22

722.66

722.54

722.35

722.14

721.90

721.65

721.41

721.19

721.00

720.86

720.75

719.99

720.32

720.15

720.46

720.63

720.34

720.54

720.82 721.02

720.74 720.95

721.25 721.48

721.17 721.38

721.70 721.91

721.58

721.93

722.10

723.22

723.08

722.95

722.82

722.82 722.95

723.09 723.22

722.31

722.57

722.81

722.68

722.35

722.05

721.86

722.20

722.54

722.41

722.05

721.68

721.51

721.89

722.27

722.14

721.75

721.37

721.25

721.63

722.00

720.74

721.21

721.57

721.92

721.97

721.63

721.28

720.82

720.91

721.36

721.69

722.03

722.08

721.76

721.44

721.01

721.12

721.52

721.83

722.14

722.19

721.90

721.61

721.22

721.32

721.69

721.97

722.24

722.30

722.04

721.78

721.43

721.55

721.87

722.11

722.35

722.40

722.18 722.47

721.95 722.27

722.08

721.81

721.66

721.51

721.28

721.45

721.68

722.00

722.30

2.4

722.70

722.16

721.76

721.56

721.35

721.12

720.98

721.22

721.10

720.84

720.97

720.71

720.58

720.86

720.74

720.45

720.62

720.32

720.19

720.50

720.39

720.07

720.29

719.95

721.71

721.83

723.20723.29

722.98

722.80

722.38722.5672 2.

721.74 TC

721.25 FG 721.54 TC

721.05 FG 721.35 TC

720.85 FG 721.15 TC

720.65 FG 720.95 TC

720.45 FG 720.74 TC

720.26 FG 720.55 TC

720.06 FG 720.36 TC

719.86 FG

720.17 TC

719.66 FG

720.10 TC

719.60 FG

720.24 TC

719.74 FG

720.39 TC

719.89 FG

720.53 TC

720.03 FG

720.67 TC

720.17 FG

720.81 TC

720.31 FG

720.95 TC

720.45 FG

721.09 TC

720.59 FG

721.24 TC

720.74 FG

721.39 TC

720.89 FG

(2) 24"

LONG #4

DEFORMED

REBAR

(INCIDENTAL)

721.77

D.02

JOINTING AND ELEVATIONS

FEETSCALE

0 10 20

HORZ.

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 4/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

B E

NOTES:

1. BT-5 AND L-1 JOINTS ARE INTERCHANGEABLE SUBJECT TO THE POURING

SEQUENCE.

2. ALL JOINTS TO BE SEALED AS REQUIRED BY SUDAS FIGURE 7010.101

3. TESTING SERVICES WILL BE PAID FOR BY OWNER. CONTRACTOR TO ASSIST WITH

SCHEDULING OF TESTING. CONTRACTOR RESPONSIBLE FOR RESCHEDULED OR

ADDITIONAL TESTING SERVICES DUE TO FAILED TEST RESULTS.

LEGEND

5" PCC SIDEWALK

6" PCC PAVEMENT

ABBREVIATIONS

TC - TOP OF CURB

FG - FORM GRADE

HP - HIGH POINT

LP - LOW POINT

ME - MATCH TO EXISTING

EX - EXISTING

CR - CRITICAL ELEVATION

G/L G/L

G/L

G/ L

G/L

G/L G/L G/L G/L G/L G/L G/L

G/L G/L

G/L

G/LG/LG/LG/LG/L

G/L

G/ L

G/LG/LG/L

G/L

G/L G/L

G/ L

G/L

CLVT

F F F F F F F F F F F

EEEEEEEEE

E E E E E E E E E E

EEEEEEEEEEEEEEEEEEEEE

E E

EEEEEEEE

E E

1+00

2+00

3+00

4+00

5+00

5+15.89PC

: 1 +2

: 3

+6 3.

: 5

+1 5.

SAWCUT

72072

3 72

4.5%

3.6%

4.9%

4.4%

3.0%

SALVAGE SIGN

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 4/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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

REMOVALS

FEETSCALE

0 15 30

HORZ.

LEGEND

REMOVE PAVEMENT

REMOVE SIDEWALK

SAWCUT

GRADING LIMITSG/L

NOTE:

CONSTRUCTION FOR PAVEMENT SECTION SHALL INCLUDE IN ORDER:

1. PAVEMENT REMOVAL (REFER TO GEOTECHNICAL REPORT FOR

EXISTING PAVEMENT THICKNESS.)

2. PROOF ROLL OF EXISTING SUBGRADE IMMEDIATELY FOLLOWING

REMOVAL OF PAVEMENT TO BE SCHEDULED AND COORDINATED

WITH ENGINEER. ENGINEER WILL ASSIST IN IDENTIFYING LIMITS

OF MATERIAL TO BE REMOVED AND HAULED OFF SITE AS

EXCAVATION, CLASS 10, WASTE.

3. EXCAVATION, CLASS 10, WASTE ITEM SHALL BE USED TO HAUL

OFF ANY UNSUITABLE MATERIALS FIRST.

4. EXCAVATION, CLASS 10 ITEM SHALL BE USED TO GRADE THE SITE.

5. SUBGRADE PREPERATION SHALL BE FOLLOWED BY A PROOF ROLL

FOR FURTHER IDENTIFICATION OF UNSUITABLE MATERIALS

6. SUBBASE, MODIFIED, 6 INCH ITEM SHALL BE INSTALLED.

7. PAVEMENT, PCC, 6 INCH, C4 SHALL BE INSTALLED.

ALL ELECTRIC LINES SHOWN ARE APPROXIMATE LOCATIONS

BASED ON FIELD LOCATES AND/OR AS-BUILT DRAWINGS.

OWNER SHALL HAVE LOCATES AND UTILITIES MARKED

PRIOR TO CONSTRUCTION. CONTRACTOR TO POTHOLE

UTILITIES WITHIN GRADING/DISTURBANCE LIMITS.

CLVT

F F

E E

5+15.89

BP: 0+00.00

PC: 1+28.59

PCC: 2+65.18

PT: 3+63.20

EP: 5+15.89

L1 C1

C 2

ALIGNMENT - PARKING LOT

NUMBER

LENGTH

136.586

98.018

152.692

128.594

RADIUS

700.000

320.000

LINE / CHORD DIRECTION

NORTH13° 39' 05.14"WEST

NORTH0° 42' 48.29"EAST

N9° 29' 18.31"E

N19° 14' 28.57"W

POINT NORTHING-EASTING DATA

POINT NUMBER

RAW DESCRIPTION

VFCP

ELEVATION

724.874

720.694

723.971

NORTH

354833.75

355055.44

355339.83

EAST

2182737.45

2182850.55

2182713.46

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 4/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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

CONTROL POINTS & ALIGNMENT DATA

FEETSCALE

0 30 60

HORZ.

CLVT

F F

E E

CONTRACTOR TO SECURE CONSTRUCTION

SITE WITH BARRICADE AND/OR ORANGE

CONSTRUCTION FENCING

CONSTRUCTION ENTRANCE

STAGING AREA ON PAVEMENT ONLY

NO STAGING ALLOWED ON GRASS

X X

CONTRACTOR TO SECURE CONSTRUCTION

SITE WITH BARRICADE AND/OR ORANGE

CONSTRUCTION FENCING

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 4/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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

STAGING

FEETSCALE

0 30 60

HORZ.

NOTE:

1. CONTRACTOR SHALL BE RESPONSIBLE FOR PEDESTRIAN

TRAFFIC AND PREVENTING TRIP HAZARDS ADJACENT TO

CONSTRUCTION SITE RELATED TO CONSTRUCTION

ACTIVITIES.

2. ALL ELECTRIC LINES SHOWN ARE APPROXIMATE LOCATIONS

BASED ON FIELD LOCATES AND/OR AS-BUILT DRAWINGS.

OWNER SHALL HAVE LOCATES AND UTILITIES MARKED PRIOR

TO CONSTRUCTION. CONTRACTOR TO POTHOLE UTILITIES

WITHIN GRADING/DISTURBANCE LIMITS.

CLVT

F F F F F F F F F F F

EEEEEEEEE

E E E E E E E E E E

EEEEEEEEE

E E

EEEEEEEEE

E E

PI: 20+28.16

100+00

101+00

102+00

103+00

104+00

104+70

: 1

+2 8.

: 1

CO - 01

CO - 02

>> DT >>

>>DT>>

>>DT>>>>DT>>

721722

721720

(2) 45 DEGREE BENDS, EACH TILE

4" N

O N

4" N

O N

4" PERFORATED TILE

100+75 101+00 102+00 103+00 104+00

I=719.36 4" N

STORM CLEANOUT

101+00.00, 0.00'

R=721.63

CO - 01

I=719.62 4" S

STORM CLEANOUT

103+66.25, 0.00'

R=721.37

CO - 02

137' - 4" PERFORATED TILE @ 1.37%88' 4" PERFORATED TILE@ 1.37%127' - 4" PERFORATED TILE @ 1.27%

127' 4" PERFORATED TILE@ 1.27%

PROPOSED GUTTER LINE

EXISTING GRADE

PROPOSED GUTTER LINE EXISTING GRADE

(2) 45 DEGREE BENDS, EACH TILE

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

.d w g

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

B E

FEETSCALE

0 15 30

HORZ.

FEETSCALE

0 5 10

VERT.

M.01

SUBDRAIN PLAN AND PROFILE

CONTRACTOR TO POTHOLE EXISTING

UTILITIES PRIOR TO CONSTRUCTION

CLVT

F F

E E

>> ST >> >> ST >>

E E

19+00

20+00

21+00 21+28.16

: 1

: 2

PCC: 102+28.33

PT: 103+17.31

4" NON-

PERFORATED

TILE

4" NON-

PERFORATED

TILE

(2) 45 DEGREE BENDS, EACH TILE

4" P

19+00 20+00 21+00 21+25

22' - 4" NON- PERFORATED TILE @ 2.00%(2x) 22'

4" NON- PERFORATED TILE

@ 2.00% 66' - EX 15" CMP @ 3.32%

66' EX 15" RCP@ 3.32%

PROPOSED GRADE

EXISTING GRADE

CONNECT TO 45 DEGREE BENDS

(2) SUBDRAIN OUTLET

AND RODENT GUARD

EXISTING GRADE

PROPOSED GRADE

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

.d w g

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

B E

FEETSCALE

0 15 30

HORZ.

FEETSCALE

0 5 10

VERT.

M.02

SUBDRAIN PLAN AND PROFILE

CONTRACTOR TO POTHOLE EXISTING

UTILITIES PRIOR TO CONSTRUCTION

CLVT

F F F F F F F F F F F

EEEEEEEEE

E E E E E E E E E E

EEEEEEEEEEEEEEEEEEEEE

E E

EEEEEEEE

E E

5+15.89

1+00

2+00

3+00

4+00

5+00

: 5

+1 5.

PC: 1+28.59

: 3

+6 3.

9' MIN.

18' (TYP.)

9' MIN.

HANDICAPPED

STATE PERMIT

REQUIRED

PARKING

R7-8A - CUSTOM

(12 X 18)

R7-8bP (18 X 9)

VAN

ACCESSIBLE

HANDICAPPED

STATE PERMIT

REQUIRED

PARKING

R7-8A - CUSTOM

(12 X 18)

R7-8bP (18 X 9)

VAN

ACCESSIBLE

4" SOLID YELLOW LINE (TYP.)

WHEEL CHAIR SYMBOL

YELLOW (TYP.)

24'24'

REINSTALL SALVAGED SIGN

"NO PARKING"

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

.d w g

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 E GRAND AVENUE, SUITE 101

DES MOINES, IA 50309

Phone: (515) 259-9190

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

B E

N.01

PAVEMENT MARKINGS & SIGNAGE

FEETSCALE

0 15 30

HORZ.

NOTE:

EXISTING: 58 PARKING STALLS

PROPOSED: 59 PARKING STALLS. 2 ARE ADA ACCESSIBLE

CLVT

F F F F F F F F F F F

EEEEEEEEE

E E E E E E E E E E

EEEEEEEEEEEEEEEEEEEEE

E E

EEEEEEEE

E E

G/L G/L

G/L

G/ L

G/L

G/L G/L G/L G/L G/L G/L G/L

G/L G/L

G/L

G/LG/LG/LG/LG/L

G/L

G/ L

G/LG/LG/L

G/L

G/L G/L

G/ L

G/L

719 721

720 720 72

GRADING LIMITS

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 4/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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 PLAN

FEETSCALE

0 15 30

HORZ.

LEGEND

HYDRAULIC SEEDING, SEEDING,

FERTILIZING, AND MULCHING, TYPE 1 -

PERMANENT LAWN

TURF REINFORCEMENT

MAT TYPE 5.F

WATTLE, STRAW, 9 INCH

GRADING LIMITSG/L

E E

EEEEEEEEEEEEEEEE

0.4% 5.0'

0% 4.

1.3% 5.0'

4% 4.

1.1%

5.0'

1% 4.

2.2%

0.3% 5.0'

9% 4.

1.0%

9.0'

1.1%

9.0'

5% 18

1.1% 9.3'

1.0% 9.2'

1.2%

9.0'

DETECTABLE WARNING, CAST IRON DOMES.

SEE DETAIL 7

CONTRACTOR TO POTHOLE EXISTING UTILITIES

PRIOR TO INSTALLATION OF ALL SIGNS

SHEET

B ol to n

M en k, In c.

5, A ll Ri gh ts

R es er ve d c H:

_S T_

C3 D\

dw g 4/

DESIGNED

DRAWN

CHECKED

CLIENT PROJ. NO.

DATEDESCRIPTION REV IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES

MOUNT PLEASANT CORRECTIONAL FACILITY - NORTH PARKING LOT REPLACEMENT

FAM

TJN

FAM

9450.000

0 100% CD - FOR BID 04/15/2025430 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

ADA RAMP

FEETSCALE

0 3 6

HORZ.

LEGEND

SIDEWALK

DETECTABLE WARNING

File details come from the government source that posted it. Updated Dec 1, 2025.